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DR M.L. KING JR: _BOULEVARD _(U__.S._HWY N0. 77,fi_ q
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SITE DATA:
PROPERTY LIMITS: 13.02 ACRES
PROJECT LIMITS: 13.02 ACRES
DISTURBED LIMITS: 12.00 ACRES
ZONE: C-3
OVERLAY. • 15-466 US HWY 171 CLARENDON BOULEVARD CORRIDOR
ADJACENT ZONING: N- R-6; E- C-3; S- C-3, W- C-3
Al PERMITTED USES: 9.100 MOTOR VEHICLE RELATED SALES OR RENTAL OR
SALES AND SERVICE (PERMITTED USE)
10.220 STORAGE INSIDE OR OUTSIDE COMPLETELY
ENCLOSED STRUCTURES (SPECIAL USE)
TOTAL PROPOSED IMPERVIOUS AREA: 442,369SF
BULK REQUIREMENTS
SETBACKS:
FRONT YARD: 25FT
SIDE YARD: 1OFT
REAR YARD: 1OFT
BUILDING HEIGHT LIMIT: 60 FT - PROPOSED t50FT (3 STORIES)
MAX LOT COVERAGE: 60% = ±342, 382 S.F. /PROPOSED/EXTG = +177,455 S.F. = 31%
PARKING:
GENERAL RETAIL=1SP1400SF - *8 SPACES REQ'D 18 SPACES PROVIDED
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RESIDENTIAL ZONES: 10 FT TYPE A BUFFER
CANOPY TREES: 1 TREE130 LF
SHRUBS: 50 SHRUBS1100 LF @ 4' OC (2 ROWS)
OTHER DISTRICTS: 10 FT TYPE C BUFFER
CANOPY TREES: 1 TREE120 LF
PUBLIC RIGHT- OF WAY. • 15 FT CORRIDOR DISTRICT BUFFER
CANOPY TREE: 1 TREE 40 LF STREET FRONTAGE
ADJACENT PROPERTIES
Owner Name: TYSON & HINES INVESTMENTS LLC
Mailing Address: PO BOX 626 NEW BERN NC, 28563
APN: 08-211-5000
Property Address: 4110 M L KING JR BLVD
Deed Book: 3479, PG. 0097
Owner Name: TSS VENTURES LLC
Mailing Address:125-1 GREGORY RD NE LELAND NC, 28451
APN: 08-211-031
Property Address: 4108 M L KINGJR BLVD
Deed Book: 2570, PG. 0740
Owner Name: ACADEMY COMMON APARTMENTS PROPERTY
Mailing Address: PO BOX 542 VANCEBORO NC, 28586
APN: 08-211-6-OOA
Property Address: TOMLINSON BLVD
Deed Book: 1981, PG. 0672
Owner Name: ACADEMY COMMON CONDOMINIUMS OWNERS
Mailing Address: 604 E MAIN ST HAVELOCK NC, 28532
APN: 08-211-6-OOA
Property Address: TOMLINSON BLVD
Deed Book: 1744, PG. 0055
Owner Name: RAINES, MARVIN L JR TRUSTEES
Mailing Address: 312 S FRONT ST NEW BERN NC, 28560
APN: 08-211-005
Deed Book: 2545, PG. 0826
Owner Name: Z & R ASSOCIATES LLC
Mailing Address: 312 S FRONT ST NEW BERN NC 28560
APN: 08-211-064
Property Address: 4136 M L KING JR BLVD
Deed Book: 1654, PG.0893
LEGEND
H/C ACCESSIBLE PARKING SPACE
I I I ACCESSIBLE RAMP
CURB & GUTTER
HEAVY DUTY CONCRETE
. LIGHT DUTY CONCRETE
GRAVEL
„ _ HANDICAP ACCESSABLE CONCRETE SIDEWALK Q
SHEET INDEX
CZ
SITE AND PAVING PLAN
V1
SURVEY SHEET 1 OF 4
V2
SURVEY SHEET 2 OF 4
V3
SURVEY SHEET 3 OF 4
V4
SURVEY SHEET 4 OF 4
C2
DEMOLITION PLAN
C3
UTILITY GRADING AND EROSION CONTROL
C4
SITE DETAILS
C5
WATER AND SEWER DETAILS
C6
STORMWATER WETLAND DETAIL
C7
EROSION CONTROL PLAN
C8
EROSION CONTROL DETAILS
C9
EROSION CONTROL DETAILS
C10
EROSION CONTROL DETAILS
C11
LANDSCAPING PLAN
C12
LANDSCAPING DETAILS
, , TOMUNSON & VD.
- ACADEMIC OR
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VICINITY MAP
GENERAL NOTES:
1. ALL REQUIRED IMPROVEMENTS SHALL COMPLY WITH THE CITY OF NEW BERN
Al 2. THIS SITE IS LOCATED IN THE HWY 17/MLK CORRIDOR THEREFOR SHALL MEET
SECTION 15-466 OF THE CITY OF NEW BERN LAND USE ORDINANCE.
3. PROPERTY /S LOCATED /N A ZONE 'X' (AREA DETERMINED TO BE OUTSIDE 0.2%
ANNUAL CHANCE 100 YEAR FLOODPLAIN) AS IDENTIFIED BY FEMA FLOOD
INSURANCE RATE MAP 450068 0330 C, EFFECTIVE APRIL 15, 1994.
Q 4. THESE LOTS ARE TO BE RECOMBINED PRIOR TO THE ISSUANCE OF AN OCCUPANCY
PERMIT.
i5. NCDOT DRIVEWAY AND ENCROACHMENT PERMITS REQUIRED.
6. CITY OF NEW BERN STORMWATER PERMIT IS REQUIRED
�7. ANY EXTERIOR SIGNAGE WILL REQUIRE SIGN AND BUILDING PERMITS WITH
1 ENGINEERING DOCUMENTATION THAT TO SHOW THAT EACH SIGN WILL
WITHSTAND 120 MPH WIND SPEED.
Q8. SPECIAL USE PERMIT IS REQUIRED.
Q 9. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUES UNTIL THIRD PARTY TESTING
AGENCY CERTIFICATION AND REPORTS HAVE BEEN GIVEN TO THE CITY OF NEW
BERN.
10. CONTACT NORTH CAROLINA 811 CENTER, INC. (811) TO HAVEALL UNDERGROUND
UTILITIES LOCATED PRIOR TO EXCAVATING OR TRENCHING.
Q 11. WATER AND SEWER SERVICES FOR THIS PROPERTY IS CURRENTLY PROVIDED BY
THE CITY OF NEW BERN
Al12. WATER AND SEWER SYSTEM DEVELOPMENT AND CONNECTION FEES WILL BE
REQUIRED FOR THE PROJECT.
A13. ALL SYSTEM DEVELOPMENT AND CONNECTION FEES SHALL BE PAID AND RECEIPT
l PAYMENT SHALL BE RECEIVED PRIOR TO OBTAINING A BUILDING PERMIT.
A14. ALL WATER AND SEWER CONNECTIONS SHALL BE IN COMPLIANCE WITH CITY OF
l NEW BERN WATER AND SEWER DESIGN STANDARDS"
Al 15. SITE MUST MEET FIRE HYDRANT DISTRIBUTION AND FIRE FLOW REQUIREMENTS
OF THE NCFC APPENDIX B AND C.
Q15. BUILDING IS SPRINKLED
17. PRIOR TO THE CERTIFICATE OF OCCUPANCY BEING ISSUED THE OWNER,
DEVELOPER OR DESIGNEE WILL NEED TO CONTACT APRIL BAILEY (252-672-4106)
Q IN REFERENCE TO THE BEAR STICKER PROGRAM AND PROVIDE THE NEEDED
CONTACT INFORMATION FOR AFTER HOURS RESPONSE OFA KEY HOLDER OR
PROPERTY MANAGER/OWNER, SHOULD A SITUATION ARISE.
18. POWER PROVIDED BY DUKE ENERGY
19. ELECTRIC AND TELEPHONE UTILITIES SHALL BE INSTALLED UNDERGROUND.
20. REFUSE COLLECTION SHALL BE PROVIDED BY PRIVATE CONTRACTOR.
21. ALL DIMENSIONS ARE TO BACK -OF -CURB, UNLESS OTHERWISE NOTED.
22. NO BUILDINGS, STRUCTURES OR OTHER IMPROVEMENTS, MATERIALS AND
SURFACES, INCLUDING BUT NOT LIMITED TO PRINCIPLEAND ACCESSORY
STRUCTURES AND ADDITIONS AND APPURTENANCES THERETO, SIGNAGE, FENCES,
WALLS, MECHANICAL EQUIPMENT, CANOPIES, ANTENNAS, MASTS, DEBRIS, SOLID
WASTE COLLECTION CONTAINERS, MAIL RECEPTACLES AND IMPERVIOUS
SURFACES SHALL ENCROACH WITHIN ANY DEDICATED EASEMENT WITHOUT PRIOR
APPROVAL.
23. REFERENCE ALTA/NSPS LAND TITLE SURVEY PERFORMED BY REDPLAINS
SURVEYING COMPANY, DATED 0311812018. SIGNED BYJAMES M. POWERS, PLS
NO. L-4797. 1917 S. HARVARD AVENUE, OKLAHOMA CITY, OKLAHOMA 73128
[phone]
PROPOSED IMPERVIOUS AREAS:
TOTAL IMPERVIOUS:
442,369 SF
HEAVY DUTY ASPHALT. •
139,553SF
CURB AND GUTTER:
7,704 SF
GRAVEL:
111, 777 SF
COVERED RV STORAGE:
128,125 SF
PROPOSED BUILDING:
32,648 SF
STAIRS:
454 SF
LOADING DOCK:
1,116 SF
SIDEWALK:
544 SF
LIGHT DUTYASPHALT:
1,382 SF
EXISTING BUILDING:
12,195 SF
EXISTING LOADING DOCK:
3,237 SF
SIDEWALK:
474 SF
LIGHT DUTY ASPHALT:
3,160 SF
CALL BEFORE YOU DIG!
WWW.NC811.ORG
N.C. ONE -CALL CENTER
IT'S THE LAW!
50' 0 25' 50'
SCALE: 1 inch = ft 50
OWNER / DEVELOPER:
AMERCO REAL ESTATE COMPANY
2727 NORTH CENTRAL AVENUE S-N
PHOENIX, AZ 85004
SITE ADDRESS:
4112 DR MLK BOULEVARD
NEW BERN, NC 28562
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JULY 13, 2018
SURVEY
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DRAFf TN/SC
DESIGN
JSJ
CHECK JSJ
PROJECT No.
20 77 6
DRAWING No.
w 3763
SCALE:
AS NOTED
SHEET No.
OF

REVISIONS:
E
LOCATION MAP
NOT TO SCALE
1. The subject property has Ingress and egress to and from Or. M.L. King
Boulevard (U.S. Highway No. 17), which is an existing paved, public
right-of-way, as shown hereon.
2. The bearing of N 8878 38' W, as shown on the South of the subject
property, per the recorded Plot, was used as the basis of bearings for
this survey.
J. The addresses was physically observed, posted on site subject property
as of dote of survey. (As shown hereon on building)
4. All field measurements matched record dimensions within the precision
requirements of ALTA/NSPS specifications unless otherwise shown.
5. Surveyor did find observable evidence of earth moving work, building
construction or any building odditions completed within recent months.
6. Surveyor did not And observable evidence of the site being used as a
solid waste dump, sump or sanitary landfill.
Z There /s no visible evidence on site of use as a cemetery, currently or
previously.
8. Surveyor is aware of no changes in street right of way lines, either
completed or proposed. Surveyor observed no evidence of recent street or
sidewalk construction or repo/rs.
9. Subject Property. APN: 6-211-1000, OWNER. JFW FAMILY LLC and
8-211.017, 8-211-1001, 014NER: KAR/BLUE LLC,• Contains. 567,319 square
feet or 13.0238 acres, more or less.
10. This Survey Map correctly represents the foots found on the ground at
the time of the survey.
11. There ore no discrepancies between the boundary lines of the Subject
Property as shown on this Survey Mop and as described in the legal
description presented in the Title Commitment.
12. The boundary line dimensions as shown on this Survey Map form a
mathematically closed figure within +/- 0.1 foot.
13. The boundary lines of the Subject Property are contiguous with the
boundary lines of all adjoining streets, highways, right of way and
easements, public or private, as described in their most recent respective
legal descriptions of record.
14. Except as otherwise noted below, if the Subject Property consists of
two or more parcels, there are no gaps or gores between said parcels.
16. All utilities appear to enter the Subject Property via a public
right-of-way except as shown hereon.
17. The Subject Property appears to drain into the public right-of-way
and other detention areas, except as shown hereon.
18. A call to a underground utility /ocoter was called prior to site visit.
Note all buried utilities may not be shown hereon due to lack of markings.
All buried utilities shown hereon are shown in their approximate location
per marked pin Rags and/or paint and field evidence.
19. WETLANDS NOTE.
On this dote 0410612018, there are no designated wetlands area within
the subject property per the National Wetlands Inventory website
(www. fws. gov/wetlands).
20. All Elevations shown hereon was derived and based from a GPS Static
Session with OPUS Solutions and is on IVAVD88 Datum. Research was done
to rind Local and/or NGS data but none were available in the area as of
dote of survey.
The Aboveground utilities shown have been located from field survey
information only. The surveyor makes no guarantee that the utilities shown
comprise all such utilities in the area, either /n service or abandoned. The
surveyor further certifies that they are located as accurately as possible
from the field Information obtained.
The underground utilities shown have been located from field survey
information and existing drawings, if available. The surveyor makes no
guarantee that the underground utilities shown comprise all such utilities
in the area, either in service or abandoned. The surveyor further does not
warrant that the underground utilities shown ore /n the exact location
indicated although he does certify that they are located as accurately as
possible from information available. The surveyor has not physically located
the underground utilities.
THE FOLLOWING ITEMS ARE THE SAME AS NOTED iN FIRST AMERICAN 777LE INSURANCE
COMPANY'S 777LE COMMI7MENT FILE NO. NCS-889831A-PHX1 AND NCS-889831B-PHX1,
WITH AN EFFEC7VE DATE OF FEBRUARY 01, 2018.
5. EASEMENTS AND ANY OTHER FACTS AS SHOWN ON PLAT RECORDED IN PLAT
CABINET F, SLIDE 200-H, CRAVEN COUNTY REGISTRY. AFFECTS AND THE PROPERTY IS
SUB,AECT ANY FACT SHOWN THEREON, PLOTTABLE I7EMS SHOWN HEREOM
6. EASEMENTS AND ANY OTHER FACTS AS SHOWN ON PLAT RECORDED IN PLAT
CABINET F. SLIDE 171-D, CRAVEN COUNTY REGISTRY. AFFECTS AND THE PROPERTY iS
SUB,AECT ANY FACT SHOWN THEREON; NOTHING TO DEPICT.
7. TERMS AND COND177ONS OF ORDINANCE RECORDED /N BOOK 4, PAGE 462, CRAVEN
COUNTY REG/S7RY. AFFECTS AND THE PROPERTY /S SUB„ECT 70 THE TERMS AS SET
FORTH WITHIN DOCUMENT; NON -SURVEY ISSN!&- NOT PLOTTABLE
8. GENERAL PERMIT RECORDED iN BOOK 1472, PAGE 710, CRAVEN COUNTY REGISTRY.
`"V AFFECTS; NOT DEFINED BY RECORD; BLANKET /N NATURE
O9. GENERAL PERMIT RECORDED IN BOOK 1487, PAGE 908, CRAVEN COUNTY REGISTRY.
AFFECTS,; NOT DEFINED BY RECORD; BLANKET IN NATURE.
Of0. RiGHT(S) OF WAY TO CAROLINA POWER & LIGHT COMPANY RECORDED IN BOOK 1500,
PAGE 767, CRAVEN COUNTY REGISTRY. AFFECM- BLANKET IN NATURE AND NOT
PLOTTABLE DOCUMENT DOES NOT DISCLOSE A SPECIFIC METES & BOUNDS DESCMP77ON
AND iS BASED ON POLES AND UNDERGROUND WIRES
1 11. RIGHTS OF WAY FOR RAILROAD, SWITCH TRACKS, SPUR 7RACKS RAILWAY FACILITIES
AND OTHER RELATED EASEMENTS, iF ANY, ON AND ACROSS THE LAND. (SEABOARD
COASTLINE RAILROAD AS IT PERTAINS TO THAT POR77ON OF LOT 3 FORMERLY LOCATED
WITHIN THE RAILROAD RiGHT OF WAY).
A I3.0238 ACRE TRACT OF LAND BEING ALL OF LOTS 1, 2 AND 3 AS SHOWN ON MAP
EN777LED "MINOR SUBDIVISION OF COPPERFIELD PLAZA, DATED FEBRUARY 1, 1996, PREPARED
BY SUITT AND ASSOCIATES P.A. AND RECORDED IN PLAT CABINET F, SLIDE 200-H IN THE
OFFICE OF THE REGISTER OF DEEDS OF CRAVEN COUNTY. LESS AND EXCEPT FROM THE
FOREGOING 77-IAT PORTION OF LOT 3 IDEN77RED ON THE PLAT RECORDED iN PLAT CABINET F,
SLIDE 200-14 AS FORMERLY SEABOARD COASTLINE RAILROAD (ABANDONED -TRACK REMOVED)".
SAiD 13.0238 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS.
BEGINNING AT FOUND 2` ALUMINUM CAP iN CONCRETE FOR THE SOUTHEAST CORNER OF LOT 1,
SAID POINT BEiNG ON THE NORTH RIGHT--OF-WAY LINE OF DR. M.L. KING BOULEVARD (U.S
HIGHWAY NO. 17), AN EXIS77NG PUBLIC ROADWAY, THENCE ON THE SOUTH LINE OF SAID LOT
AND SAID RIGHT-OF-WAY, NORTH 887838- WEST, A DISTANCE OF 224.85 FEET TO A SET 1/2
INCH IRON PIN ON SAID LINE,• THENCE CON77NUING ON SAID LINE, NORTH 88i7838' WEST, A
DISTANCE OF 291.74 FEET TO A FOUND 1 INCH PiPE AT THE SOUTHWEST CORNER OF LOT 2;
THENCE, ON THE WEST LINE OF SAID LOT 2, NORTH 1710726- WEST, A DISTANCE OF 858.98
FEET TO A FOUND 1/2 INCH IRON PIN, • THENCE NOR7H 823922" & A DISTANCE OF 193.56
FEET TO A FOUND 1 INCH PiPE,• THENCE NORTH 833734' EAST, A DISTANCE OF 95.03 FEET
TO A FOUND 1/2 INCH IRON PIN; THENCE NORTH 83'4923" EAST, A DISTANCE OF 101.20 FEET
TO A FOUND 1 INCH PIPE, • THENCE NOR7H 843345' EAST, A DISTANCE OF 100.12 FEET TO A
FOUND 1/2 INCH IRON PIN, • THENCE NORTH 843745' EAST, A DISTANCE OF 101.65 FEET TO A
FOUND 1 INCH PIPE,• THENCE NORTH 85*04 40' EAST, A DISTANCE OF 102.41 FEET TO FOUND
1/2 INCH IRON PiN,• )HENCE NORTH 843905- EAST, A DISTANCE OF 84.03 FEET TO A FOUND
1/2 INCH BOLT WiTH A SQUARE NUT ON THE EAST LINE OF LOT 3,• THENCE, ON SAID EAST
LiNE SOU7H 007711' WEST, A DISTANCE OF 61Z97 FEET TO A FOUND 1/2 INCH IRON PIN AT
THE NORTHEAST CORNER OF LOT 1, THENCE ON THE EAST LINE OF LOT ONE, SOU7H 007355'
WEST, A DISTANCE OF 300.36 FEET TO THE POINT OF BEGINNING. (CONTAINING AN AREA OF
567,319 SQUARE FEET OR 13.0238 ACRES MORE OR LESS)
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Exhibit Map
(Not to Scale)
"U-HAUL - NEW BERN #2"
See Sheets No. 2-4 for Site Details
According to the City of New Bern, ph: [phone], the subject
property has the following zoning designation.
C-3" COMMERCIAL DISTRICT
and is subject to the following requirements:
Min. Lot Area. 5,000 sq. ft.; Min. Frontage: None; Min. Lot Width: 100
ft.; Bulk/Density: 1500 per sq. ft, of lot; Mox. Building Coverage: None;
Max. Building Height: 60 ft.
SETBACKS:
Front: 25 ft, Street Side: 10 ft,
Interior Side. 10 ft.; Rear Side: 10 ft.
Parking Requirements. 1 space per 400 sq. ft. of G.F.A.; Handicapped. -
Per ADA Requirements.
Notes: Because there may be a need for interpretation of the applicable
zoning codes, we refer you to the City of New Bern, NC and the
applicable zoning codes.
® An existing 6.0' Chain Linked Security Fence, along the subject
property's West line, meanders onto subject property a maximum of
4.9' as shown hereon.
® An existing Wood Fence, along the subject property's North line,
meanders onto subject property a maximum of 0.4' as shown hereon.
' FLOOD NOTE:
By graphic plotting only, this property is in Zone X' of the flood Insurance
Rote Mop, Community Panel No. 3720546900J, which beors on effective date
of 0710212004 and i5 NOT in o Special Flood Hazard Area. By the FEMA
website on 0211912018 we have teamed this community DOES currently
participate in the program. No IIeld surveying was performed to determine
this zone and an elevation certificate may be needed to verify this
determination or apply for a variance from the Federal Emergency
Management Agency.
BEING ALL OF LOTS 2 AND 3 AS SHOWN ON MAP EN777LED "MINOR SUBDIVISION OF
COPPERFIELD PLAZA', DATED FEBRUARY 1, 1996, PREPARED BY SUiTT AND ASSOCIATES P.A.
AND RECORDED IN PLAT CABINET F, SLIDE 200-H IN THE OFFICE OF THE REGISTER OF DEEDS
OF CRAVEN COUNTY.
LESS AND EXCEPT FROM THE FOREGOING THAT POR77ON OF LOT 3 IDENTIFIED ON THE PLAT
RECORDED IN PLAT CABINET F, SLIDE 200-H AS FORMERLY SEABOARD COASTLINE RAILROAD
(ABANDONED -TRACK REMOVED)"
THE PROPERTY SHOWN HEREON AND DESCRIBED ABOVE 1S THE SAME AS N07ED iN FIRST
AMERICAN 777LE INSURANCE COMPANYS 777LE COMMITMENT FILE NO. NCS-889831A-PHX1,
K17H AN EFFEC7IVE DA7E OF FEBRUARY 01, 2018.
THAT CERTAIN TRACT OR PARCEL LYING AND BEING /N NO. 8 TOWNSHIP, CRAVEN COUNTY,
NORTH CAROLINA, WHiCH IS MORE PAR7CULARLY DESCRIBED AS BEING ALL OF LOT 41 OF
COPPERFIELD PLAZA, SITUATED ON THE NORTH SIDE OF M. L. KING, JR. BLVD. (F/K/A US
HIGHWAY 17) WEST OF ITS /N7ERSEC77ON K17H ACADEMIC DRIVE. REFERENCE SHOULD BE MADE
TO THAT SUBDIVISION PLAT BY BRAD L. SUITT, EN777LED "MINOR SUBDIVISION OF COPPERFIELD
PLAZA", DATED FEBRUARY L. 1996 AND RECORDED FEBRUARY 12, 1996 IN PLAT CABINET F,
SLIDE 200-H OF THE CRAVEN COUNTY REGISTRY.
THE PROPERTY SHOWN HEREON AND DESCRIBED ABOVE IS THE SAME AS NOTED /N FIRST
AMERICAN 77TLE INSURANCE COMPANYS 717LE COMMITMENT FILE NO. NCS-889831E-PHXI,
WI7H AN EFFECTIVE DATE OF FEBRUARY Of, 2018.
"U-HAUL - NEW BERN #2"
4112 Dr. M.L. King, Jr. Blvd.
New Bern, NC 28562
Sufveyw's Certification
To: Amerco Real Estate Company, a Nevada corporation; U-Haul Co. of North Carolina
and First American lit/e insurance Company.'
THIS /S TO CER77FY THAT THiS MAP OR PLAT AND 7HE SURVEY ON WHICH lT IS BASED
WERE MADE /N ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS
FOR ALTA/NSPS LAND 7777E SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND
NSPS AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6b, 76, 7bi, 7c, 8, 9, 10a, 11, 13, 14, 16, 17,
18, 19, 20, & 21 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON 03/18/201&
Date of Plat or Map:
James M. Powers PLS, RPLS CFedS
PLS No.: L-4797
iN THE STATE OF.- NORTH CAROLINA
DATE OF SURVEY. 0311812018
P R E LI M I NARY
DRAWING
FOR REVIEW
S
Prepared By:
REDPL
Red Plains Surveying Company
1917 S. Harvard Avenue, Oklahoma City, OK 73128
r
Phone: [phone] / Fax:[phone]
Email: [e-mail]
SYMBOL LEGEND
PREPARED FOR:
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PROJECT INFO:
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4112 Dr. M.L. King, Jr. Blvd.
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SURVEY - DRAFT TN/SC
DESIGN ISI CHECK jSj
PROJECT No. 2017161
DRAWING No. I /V-3763
SCALE: AS NOTED
SHEET No. OF
�V� I
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JULY 13, 2018
SURVEY - DRAFT TN/SC
DESIGN JSJ CHECK JSJ
PROJECT No. 2017161
DRAWING No. W 3763
SCALE: AS NOTED
SHEET No. OF

GATE POST -{—+
FENCE
HEIGHT
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ROADWAY GATE
CORNER DETAIL
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FENCE POST
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CONTAINER PAD MUST BE FLUSH
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B 10'x 20' DUMPSTER PAD
STR-22F
6"
STONE
MINIMUM
SELECT FILL
ASPHALT PAVING SECTION
N.T.S.
6" CONCRETE PAVING
6" CRUSHED (4,000 PSI)
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MINIMUM
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6"
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2'-6" MIN.
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p 8"
cc
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6' LONG PRE -CAST CONCRETE
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CONTINUOUS 5'-9" LONG
PARKING SURFACE
�— AS SPECIFIED
BASE AS (2) #4 BARS THRU WHEEL STOP &
SPECIFIED PAVEMENT MINIMUM 18"
LONG ON CONCRETE PAVEMENT,
USE EPDXY BONDING AGENT.
_F CONCRETE WHEEL STOP
STR-33
1'- 0"x 1'- 6" x .080 ALUMINUM HANDICAPPED RESERVED
PARKING
PARKING SIGN. SIGN TO READ "RESERVED PARKING"
WITH IDENTIFICATION SYMBOL. BOLT TO STEEL TUBE
WITH 3/8" CADMIUM PLATED BOLTS, NUTS & WASHERS.
MAY BE PLACED ON ONE BLANK
VAN
ADJUSTING THE REQUIRED HEIGHT TO
"VAN ACCESSIBLE" [,CC
ESSMAxWum
ACCOMMODATE THE ADDITIONAL LINES
"MAXIMUM PENALTY$250.00" PENALTY
Q
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:+
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ALL BOLTS, NUTS & WASHERS SHALL •:'
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WITH CURRENT STATEAND LOCAL CODES AND
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BE GALVANIZED, 5/16" OR 3/8".
PROVIDED. IFA SITE SIGNAGE PACKAGE IS
12" 0 C1,-0„
REQUIRED THEN THIS ITEM SHALL MATCH
BASE
PACKAGE DESIGN REQUIREMENTS.
HANDICAPPED SIGN (VAN)
G
C-4
N.T.S.
STR-6C(V)
NOTE:
TYPE R7-8 SIGN
AT DOUBLE
SPACES OR
TYPE R7--8A SIGN
AT SINGLE SPACES
(NOT SHOWN
TYPE R7-8D SIGN
AT ALL SIGNS
2"0 POST
12" 0 x 20"
CONCRETE FOOTING
Q r��j�x�j�x�j�x�j���j\�j
H HANDICAPPED SIGN
C-4 N.T.S.
STR-6A
THIS SIGN TO BE
USED WHERE
NOTED ON PLANS
NOTES
1. ALL FLANGE BOLTS SHALL BE GALVANIZED.
2. USE ONLY CONTROL DEVICES APPROVED BY GUC AND THE FOUNDATION
FOR CROSS -CONNECTION CONTROL AND HYDRAULIC RESEARCH.
UNIVERSITY OF SOUTHERN CALIFORNIA.
3. SUBMITTAL SHALL SHOW ALL PIPING & APPURTENANCES WITHIN
THE PROTECTIVE ENCLOSURE WITH MEASUREMENTS & CLEARANCES
CLEARLY LABELED.
4. ENCLOSURE MUST BE SIZED TO ALLOW ADEQUATE ROOM FOR TESTING.
MAINTENANCE AND OPERATION.
FLANGE
ADAPTOR
S. DRAIN OPENINGS SHALL BE SIZED TO ADEQUATELY RELIEVE
MAXIMUM DISCHARGE OF APPROPRIATE DEVICE.
S. REDUCED PRESSURE PRINCIPLE ASSEMBLIES (RPZ)
SHALL REQUIRE AN ABOVE GROUND INSTALLATION.
7. IT IS RECOMMENDED THAT THE CUSTOMER PROVIDE
ADEQUATE FREEZE PROTECTION.
FLANGE
ADAPTOR
PROTECTIVE ENCLOSURE
DRAIN unnt�
Iz" MIN..
MAX.
FINISH GRADE --FINISH GRADE
METALEPEPER
\ \\ SUPPORTS \\
CONCRETE BOTTOM
MECHANICAL (4" MINIMUM THICKNESS) MECHANICAL
RESTRAINT DEVICE RESTRAINT DEVICE
ABOVE GROUND INSTALLATION FOR RP ASEMBLY
1/2" EXPANSION JOINT
a /
N.T.S.
1
FRAME & GRATE
SIMILAR TO F
VULCAN V-5660 ���
1
SECTION TOP
A -A VIEW
12"
12"
CONCRETE
VALLEYGU7TER
VALLEY GUTTER
PAVMENT
PAVMENT
2'-0"
GROUT
\,.
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\
OPENING
1
6" `8"
W1 8"
8"
W2
8"
A------
A
ROLL TYPE CURB
& GUTTER
GRADE 40, # 5 STEEL
4
CLASS "A" 3000
REBAR AT 12" OC
PSI CONCRETE
/
(BOTH WAYS) IN
CENTER OF SLAB
12„
`
FOOTING
p
ROLL TYPE GURB & /
° 6'
ON
SECTION
CTI
SECTION
GUTTER TO STANDARD ��
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CURB TRANSITION
CTI
STANDARD CATCH BASIN FRAME
7„
L STANDARD DROP INLET
JPR�Pg�E
N
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TYPE
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& GUTTERS-6
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18"R18" 6"
18"R
25"R M d 25"R
mI
e a9
O a } ° p °, o
d
24' _ I I - 24"
r r
NOTES:
1. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS, EXCEPT THAT 15' SPACING MAY BE USED
WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED
WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. JOINT SPACING MAYBE ALTERED BY THE ENGINEER
TO PREVENT UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED
METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2"SHALL
BE OBTAINED.
3. ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT FILLER,
4. EXPANSION JOINTS T SHALL PACED AT 90 INTERVALS AND ADJACENT TO ALL RIGID OBJECTS.
SH BE S
S. ALL CURB AND GUTTERS ARE TO BE POURED WITH CLASS "A" CONCRETE (3,000 PSI).
6. FLEXIBLE FORMS ARE TO BE USED WHEN RADIUS IS LESS THAN 200'.
24" ROLL TYPE CURB & GUTTER
N.T.S.
STR-18E
1s" 18"
2"
#5 BARS ° d
(AT DRIVE ACCESS ONLY) ;
d a
a d • d a °
4 Al °
4a _
•• •4 '�°' ea• 00
3"
A .. ° ,4 °
'd
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3"
SECTION NOTES:
1. PROVIDE CONTROL JOINT
AT 10' MAX. SPACING.
2. PROVIDE EXPANSION
JOINT AT EACH END
AND AT MIDSPAN.
rK-N\ CONCRETE VALLEY GUTTER
N.T.S.
STR-10A
NOTES:
CLASS "AA" CONCRETE TO BE USED.
FORMS TO BE USED FOR CONSTRUCTION OF BOTTOM SLABS.
ALL MORTAR JOINTS TO BE L" PLUS OR MINUS
JUMBO BRICK WILL BE PERMITTED.
JUNCTION BOXES SHALL BE PROVIDED WITH STEPS 1' 2" ON CENTER.
,
BACK
OF CURB
2„
c-c
PLAN
3000 PSI CONCRETE
MANHOLE RING WITH # 6 BARS AT 6"
AND COVER O.C. (BOTH WAYS)
0
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W
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JULY 13, 2018
SURVEY - DRAFT TN/SC
DESIGN JSJ CHECK JSJ
PROJECT No. 2017161
DRAWING No. w-3763
SCALE: AS NOTED
SHEET No. OF #
C4

f-HPDE METER BOX LID MODEL DFW1219SS-AFiMA-UD,
AS MANUFACTURED BY DFW PLASTICS, INC., BEDFORD,
TX
CAST IRON METER BOX
' 4"x 8" RED OR
2
CONCRETE BRICK
I =
i
I3
#57 WASHED STONE BED
I p
_
1'-9 112"
SERVICE BOX SET
METER BOX -
ANGLE STOP --
BRICK SUPPORT
(4 TYP.)
HOUSE SERVICE 4" GRAVEL
(BY OTHERS)
R£ SERVICE PIPE
TRACER WiRE
TAPPING SADDLE
WATER MAIN
NOTES:
1. METER TO BE SUPPLIED AND INSTALLED BY THE CITY.
2. METER BOX SHALL BE A STANDARD MBX-1 BOX AND LiD SHALL BE THE "NEW
BERN" STANDARD POLYMER LID PRODUCED BY NICOR, INC. METER BOX FOR 2"
METERS AND LARGER SHALL BE A MBX-5 BOX.
3. TRACER WIRE SHALL BE INSTALLED ON ALL WATER SERVICES EXTENDING
CONTINUOUS FROM THE MAIN INTO THE METER BOX. THE WIRE SHALL BE 12 GA.
HOPE COATED, SOLID CORE COPPER. 18"-24" OF TRACER WIRE SHALL BE COILED
NOT TO SCALE UP IN THE METER BOX
NEW BERN TYPICAL WATER SERVICE
NORTH CAROLINA CONNECTION
Department of Public Utilities
P.Q Box 1129 New Ban, NC 28553
2526397526 (FAX) 2526354103 STANDARD DRAWING No. W-1
1R" MIN_ 94" MIN.
I
TYPICAL SADDLE TAP ELEVATION
I NOTES:
1. TAPS SHALL BE INSTALLED WITH A MINIMUM HORIZONTAL SEPARATION OF 24.
2. MULTIPLE TAPS ON THE SAME SIDE OF THE LINE SHALL BE STAGGERED A
MINIMUM OF 1" VERTICALLY TO PREVENT DAMAGE TO THE MAIN.
3. SERVICE SADDLES SHALL BE INSTALLED A MINIMUM OF 18" FROM PIPE JOINTS.
NOT TO SCALE
NEW BERN TYPICAL
NORTH CAROLINA � TAPPING SADDLE
Department of Public Utilities
P.Q Box 1129, New Bart, NC 28563
2526397526 (FAX) 252&E4103 STANDARD DRAWING No. W-12
HYDRANT PUMPER NOZZLE SHALL
BE PERPENDICULAR TO ROAD
O
I
VALVE BOX
2
Q
CONCRETE COLLAR
N
GROUND LINE
BACKFILL^�
AND TAMP
2
BRICK SUPPORTS
GRAVEL
o
1
M
e.
o
6" DIP
+
a•.
FIRE HYDRANT TEE
UNFORMED CONCRETE-
SLOPE AWAY FROM
HYDRANT DRAIN
SUPPORT VALVE BODY WITH
3/4' S.S. THREADED ROD.
SOLID CONCRETE BLOCKS TO
180- APART (TYP.)
UNDISTURBED SOIL
6" GATE
VALVE
NOTES:
1. HYDRANT SHALL BE MUELLER MODEL NO. A421, OR
AMERICAN-DARLING MODEL MK73-5, 4-Y2".
2. HYDRANT SHALL BE PROVIDED WITH STANDARD NEW BERN STORZ
NOT TO SCALE CONNECTION ON THE PUMPER NOZZLE .
NEW BERN TYPICAL FIRE HYDRANT
NORTH CAROLINA ASSEMBLY
Department of Public Utilities
P.Q Box 1129 New B97� NC 28563
2526397526 (FAX) 252636.4103 STANDARD DRAWING No. W-3
10'-0" , 10'-O"
PROPOSED WATER LINE
NOTE:
WATER LINE & SEWER LINE
MUST BE CHANGED TO DiP,
10' ON EACH SIDE OF CROSSING
POINT 1F THERE IS LESS THAN 18' OF VER77CAL
S£PARA77ON BETWEEN THE PIPES.
EXIS77NG SEWER LINE
DUC77L£ IRON PIPE TO BE EXTENDED
10'-O' BEYOND CROSSING ON BOTH
EXISTING AND PROPOSED PIPES
ROMAC OR DRESSER TYPE COMPRESSION
COUPLING OR FULL STAINLESS STEEL
BACKED REPAIR CLAMP
NOT TO SCALE
NEW BERN
WA TER CROSSING OVER
SEWER LINE (WITHIN 189
NORTH CAROLINA
Department of Public Utilities
P.Q Box 114 New Bern, NC 28563
252639.7526 (FA)O 252635.410.3
STANDARD DRAWING No. W-13
BRING TRACER WIRE INTO
AND OUT OF VALVE BOX
THROUGH 1/2" HOLE.
LEAVE 24' OF WIRE
IN BOX.
(L- WATER MAIN
SUPPORT VALVE BODY WTH
. i SOLID CONCRETE BLOCKS TO
UNDISTURBED SOIL.
NOTES,
1. PROVIDE PRECAST COLLAR FOR VALVES IN UNPAVED AREAS.
NOT TO SCALE
NEW BERN TYPICAL VALVE AND
NORTH CAROLINA VALVEBOX
Department of Public Utilities
52 3" 1i2' '�( X) "'C 5.413 STANDARD DRAWING No. W-4
252639.7526 (FAX) 25263a41Q3
10'-0' 10'-0'
DUC77LE IRON PIPE TO BE EXTENDED
10'-O" BEYOND CROSSING ON BOTH
EXiS77NG AND PROPOSED PIPES
EXISTING SEWER LINE
--J L-- --� L--
2 N
ROMAC OR DRESSER TYPE COMPRESSION
COUPLING OR FULL STAINLESS STEEL -.I--- PROPOSED DIP WATER LINE
BACKED REPAIR CLAMP n(5
Xi]0C0MI"a
NEW BERN WATER CROSSING UNDER
NORTH CAROLINA SEWER LINE
Department of Public Utilities
P.Q Box 1129, New BaTI, NO 25563
2526397526 (FAX) 252636.41Q3 STANDARD DRAWING No. W-14
CONCRETE THRUST BLOCKING SCHEDULE
CONCRETE SCHEDULE
ANCHOR ROD
VERTICAL BENDS
SIZE
FITTING
BEARING AREA IN SQUARE FEET
MIN. CU. YARDS CONCRETE
L
FSEND
SIZE 7Ef/PLUC
90'�I-45' 22-1/2'I11-1/4'
90-
45-
122-1/2''11-1/2-
AND
ANCHORS
4' 1 2 1 1
1
_..._.. t__
/
6"
3
3
8"
4 1
6
i 3 2
1
2
`. 2
t
_1 _
3 4
10"
7
9
--
5 ' 3
r
2
3
3
2
1
- -- --
9 _
7 - 4
2
5
3
2
1
12 -
._
.12
17
j.__ 9 5
+-- _3
6
4..._*
,_.
3
2._.
7/6"
16
22
12 6
J
8
6
3
2
18'
20
27
15 8
4
10
j 7
4
_
2
20'
24
J4
18 10
1 5
12
1 9
5 L
3
24..._...
34
48
26 14
j 7
/7
12
7
_.4___
1-1/8"
30'
S3
i 27
1J
27
19m
r 10
36"
_75
77
108
_41
i 59 30
15 -
38
1. MINIMUM BEARING AREA (1N SQUARE FEET) AGAINST UNDISTURBED TRENCH WALL OF SAND.
2. AREAS SHOWN ARE FOR 150 PSI TEST PRESSURE. IF TEST PRESSURE IS 07HER THAN 150 PSI, ADJUST AREA
OF REACTION BACKING IN DIRECT PROPORTION.
3 07H£R SOIL COND1770NS CEMENTED SAND OR HARDPAN - MUL77PLY ABOVE BY 0.5
GRAVEL OR HARD DRY CLAY - MUL77PLY ABOVE BY 0.7
SOFT CLAY - MULTIPLY ABOVE BY 2.0
JAUCK: SECURE ALL FITTINGS WITH APPROVED HARNESS OR 77E ROD CLAMPS, WITH
CONCRETE REACTION BACKING THE SAME AS LISTED FOR SAND
NOT TO SCALE
NEW BERN THRUST BLOCKING AND
NORTH CAROLINA ANCHORING SCHEDULE
Department of Public Utilities
P.Q Box 1129, New Bem NC 28563
252 639 7526 (FAX) 252 635 4103 STANDARD DRAWING No. W-5
NOTE:
WHEN A WATER UNE MUST BE INSTALLED EiIEEIIF-9I
UNDER A STORM SEWER AND 12" OF
VERTICAL SEPARATION CANNOT BE
OBTAINED, SUPPORTS SHALL BE PROVIDED
FOR THE STORM SEWER. BEDDING SHALL BE
IN ACCORDANCE WITH DETAIL.
CAP WITH GROUT
STORM
SEWER
HALF OF THE
DIAMETER OF TH 6' ABOVE LINE OR
STORM SEWER TO BOTTOM OF
(BUT NO LESS STORM SEWER, WHICH -
THAN EVER iS LESS
12")I -
_'� CONCRETE FOOTING
(OR CONC. BLOCK
FILLED W/CONC.)-
7r c r >'+ 4iF4 SEE SIDE SfC7TON-
,G `WATER LINE
SiDE VIEW
NOT TO SCALE
BACKFILL AFTER INSTALLA
OF SUPPORT
STORM SEWER
12" OR
LESS
STONE
BEDDING
IN. \_V/TITER LINE
MIN. L
6" MIN. FROM EDGE OF PIPE
NEW BERN SHALLOW WATER CROSSING
NORTH CAROLINA BELOW STORM SEWER
Department of Public Utilities
P.Q Box 1129, New Bern, NC 26563
2526397526 (FAX) 252635.4103 STANDARD DRAWING No. W-15
C. CLEANOUT FRAME 3c
BRASS PLUGS COVER (SEE NOTE 9)
18' MINIMUM
(SEE NOTE 3)
18' MIN.
`EXTEND iFOOT BEYOND
j/j_/,v
SERVICE WYE &
PLUG
%
NOTES:
TRACER WIRE INTO
,1 U
1.
UNLESS OTHERWISE NOTED, THE LOCATION OF THE
CLEANOUT FRAME
SANITARY TEE-WYE
SERVICE CLEANOUT SHALL BE AT THE RIGHT-0 WAY
LINE.
2.
CONTRACTOR SHALL PROVIDE CAST IRON CLEANOUT
s
BOXES FOR SERVICES AS REQUESTED AND ON AN
-
INDIVIDUAL BASIS, DEPENDING ON LOCATION.
SCH 40 PVC PIPE
3.
CLEANOUTS SHALL EXTEND A MINIMUM OF 18' ABOVE
(4' OR 6- TYPICAL)
FINISHED GRADE FOR ALL NEW CONSTRUCTION UN71L
SUCH TIME AS SEWER SERVICE IS CONNECTED.
4.
CLEANOUTS SHALL BE INSTALLED AT GRADE FOR ALL
EXISTING SERVICES UNLESS OTHERWISE NOTED.
5.
THE CONTRACTOR SHALL COMPACT THE FULL LENGTH
OF THE SERVICE TRENCH IN 6' LAYERS WITH A
LONG SWEEP
MECHANICAL TAMP.
(90• ELBOW)
6.
SERVICE SADDLES TO BE USED IN UEU OF IN-UNE
(001
WYES ONLY AS APPROVED BY THE ENGINEE4R AND ON
P E 10!!�
A CASE BY CASE BASIS.
OPaN
7.
REFER TO THE IN-UNE WYE DETAIL TO SEWER MAIN
/ !)
TIE IN DETAILS.
tT�t1R
8.
REFER TO THE GRAVITY SEWER TRENCHING DETAIL FOR
5E
MAIN EMBEDMENT DETAILS.
9.
ASTM A 48 CLASS 30B CAST IRON CLEAN OUT COVER
AND FRAME P107 BY SICI4A CORP.-CATALOG NUMBER
.
CO-373S.
NOT TO SCALE
NEW BERN TYPICAL SEWER SERVICE
NORTH CAROLINA CONNECTION ELEVA TION
Department of Public Utilities
P.Q Box 114 New BerR NC 28563
252639 7525 (FAX) 252635 4103 STANDARD DRAWING No. S-1
CALL BEFORE YOU DIG!
WWW. NC811.ORG
N.C. ONE -CALL CENTER
IT'S THE LAW!
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JULY 13, 2018
SURVEY - I DRAFT TN/SC
DESIGN M CHECK JSJ
PROJECT No. 2017161
DRAWING No. W-3763
SCALE: AS NOTED
SHEET No. OF #
5

STORMWATER WETLAND PLANTING SPECIFICATIONS
ALL HERBACEOUSPLANTS W/TH/N THEWETLANDPROPER(SHALLOW WATERAMDSHALLOWLANDZONESJ
SHALL BE/NSTALLEDBETWEENMARCHISANDJULY31,
UNLESSOTHERWISEDESIGNAMD, PLr4NTSSHOULDBE/NSTALLEDASLARGEDR/FTS(/.E,, MASSESOFA
S/NGLESPEC/ESJ W/TH/N THE/RRESPECTII/EPLANT/NGAREAS.
INSTALL A SLOWRELEASEFERT/L/ZER TASLETNEXT TOEACHPLANT W/TH/NTHEWETLAND PROPER. FOR
HER8ACE04VSSPEC/ES4VSEAGSAFEAQUA7/C-TA8S2"0-5, 90DAYCONT/N000SFEED/NG, 56RAMS, OR
E0111VALENT. FOR TREESANDSHRUBSUSEAGR/FROM20-IQSPLUSM/NORSPLANTINGTABLETS, 2YEAR
SLOWRELEASEOREQU/l/ALENT.
ALL PLANTSS/YALL BED/RECTLYDESCENOEDFROM/ND/U/DUALSGROW/NGW/LD W/TH/N200MILESOF
THEPROJECTSIM/FSU/TABLES70CKC4NNOT8EOB7A/NED, PLANTSOFOTHERGENETICPROIiENANCES
MAY SELIMIZED W/THTHEAPPROI/AL OF THE0WNEROROWNER SREPRESENTA.MIE.
PLANTM4MR/AL SHOULD CONFORM TO AMER/C4NSTANDARD NURSERYSTOCK, PUBLISHED BYTHE
AMER/C4NASSOC/AT/ONOFNURSERYMEN. (SEEPLANTL/STANONOTES 6, 7, 8A, 8B& 8CJ
ALL PLANTMATER/AL TOBECONTA/NERGROWNPLANTSOFATLEAST4.00UB/C/NCHESCAPAC/TY.
A MIN/MUM OFTEN f10JD/FFERENTSPEC/ES, TOTAL OFWH/CHF/UE/SJAREEMERGENTSPEC/ES W/THNO
MORE T11AN349NOFA S/NMESPEC/ES.
RECOMMENDEDPL4N7SFORPERMANENTSHALLOWWA7ER13' .5-DEEPJ.
PL4N7SS110ULDBEOFE401SPECIESANDP14NTED/NANAT40RAL FLOW/NGARRANGEMENT.
A.ACORlJS CALAMUS /SWEET FLAG)
8.PELTANORA l//RG/N/CA (ARROWARUMJ
C.SAG/TZAR/A LAT/FOL/A (AUCKPOTATOJ
D.SCHOENOPLECTVS TABERNAEMONTAN/(SOFTSTEMBULRUSHJ
SHALLOW WATER SURFACEAREA:10, DOO SF
TOTAL NUMBEROFPLANTSSPACEDA724"O.C.: 2,500
RECOMMENDED PLANTSFORSIIALLOWLAND t3"DEEP TO TEMPO)Z4RYPOOL ELEI/AT/ON.
PLANTSS1i101IfD BE OF EA01SPECIESAND PLANTED IN NATURAL FLOWINGARRANGEMENT.
A. ASCLEP/AS/NCARAIM (SWAMPM/LKWEEDJ
B. COBEL/A C4RD11VAL1S(C4R0/NAL FLOWERS/
C EUPATORIADELPHUSFISTULOSUS(JOEPYEWEEOJ
SHALLOWLANDSURFACEAREA: 9,500SF NOTE.
TOTAL NUMBEROFPL4NTSSPACEDA724"O.C.: 2,400
RECOMMENDED PLANTS FOR DEEP POOL, 18"-36': PLACE 3 - 4 INCHES OF QUALITY TOPSOIL TO THE
A. LEMMA (DUCKWEED) SHALLOW LAND AND SHALLOW WATER REGIONS.
A NELUMOD LUTEA (AMER/CANLOTUS/
C. NUPHARLIITEA (YELLOWPOND-L/LLYf THE PROJECT CAN UTILIZE THE EXISTING TOPSOIL
DEEP POOL SURFACEAREA:4,570SF BY STOCK PILING ON SITE AND AMENDING SOIL AS
TOTAL NUMBER OFPLANTSSPA CEDAT24 O.C.:1,100 NECESSARY BASED ON SOIL ANALYSIS RESULTS PER
THE BMP MANUAL.
CONSTRUCTED WETLAND C0NSTR4VC710NSC6ED4VLE.-
1 CLEARAND GRUB WETLANDARE4
2. EXCAVATECONSTRUCTEO WETMADSAREA TOROUGHELEI/AT/ONSTOCKP/LES01L /NPROPOSED
BERMAREA.
3. INSTALL EROSIONCONMOL MEASURES TOS)ASILIZEPOND AREA.
4. INSTALL OUTLETSTRUCTURE.
5. WHENS/TEHASBEENSTAB/L/ZED W/THTEMPORARYSEED/NG, CABCAND CURBAND GUTTER, CLEAN
SED/MENTOUTOFWETLANDSBAS/NANDPREPAREBAS/NFORPLANT/NG. CALL THEPUBL/CWORKS
DEPARTMENT, ENG/NEER/NGD/l//S/ONFORINSPEC71ONPR/OR TO PLANT/NG. PROI/IDEAS-BU/LTAND
PLANTLISTFORAPPROMAL PR/OR TO INSPECT/ON,
6. INSTALL WETLANDS 1/EGETAT/ONPER SPEC/F/CAT/ONSWETLANDS.
7. PERMANENTSEEDBANKSANDSLOPESOFSERMANO AREA.
8. ADJUSTSPAC/NGOFLANDSCAP/NGTREESANDSHRUBSASREQU/RED TOPREI/ENTPLANT/NG
W/TH/NTHE20'EMER6ENCY6)Z4SSSP/LLWAYFORPOND.
MAINTENANCE PLAN
FREQUENCY- INSPECTION ACTIVITIES
AFTER CONSTRUCTION
- /NSPECTAFMRSEI/ERAL S70RMEI/ENTSFOR BANKSTAB/L/TY, VEGETAT/ON GROWTH, DRA/NAGESYSTEM
FUNCTION/NCI, ANOSTRUCTURAL DAMAGE.
SEMI-ANNUAL INSPECTION
-1NSPECTFOR/NI/ASIVE UEGETAT/ON, DIFFERENT/AL SETTLEMENT, CRACK/NG,• EROS/ON, LEAKAGE, OR TREE
GROWTI10,V 7HEEMBANKMENT,' THECOND/T10NOFTHER/PR,4P/NTHEINLET, OUTLET, ANDP/LOT
CHANNELS,•SED/MENTACCUMULAT/ON/NTHEBAS/N,• CLOGG/NGOFOUTLET,•AND THE VIGORAND
DENSITYOFTHE I/EGETAT/ONONTHEBASINS/DESLOPESANDFLOOR. CORRECTOBSER►/EDPROWEMSAS
NECESSARY.
NOTES/GNSOFHYDROCARBONBU/LDUPSUCHASFLOAT/NGOIL ONWAMRSURFACE.
-/NSPECTFORDANAGETOTHEEMBANKNIEMTANOINLET/OUTLETSTRUCTURES. REPAIRASNECESSARY,
MONITOR FOR SED/MENT ACCUMM A T/ON /N THE FAC/L /TYAND FOREBA Y.
EXAM/NE/NLETAND OUTLETDEI/ICES TOENSURETHEYAREFREEOFDEBR/SANDAREOPER.4T/ONAL.
FREQUENCY - MAINTENANCE ACTIVITIES
ONE-TIME
REPLACEWETLAND l/E6ETA71ON7'OMA/NTA/NA7'LEASTSO%OFSURFACEAREA4OVM46E/NWE7L4ND
PLANTSAFTER THESECOND GROW/NGSMSON.
ASNEEDEDMA/NTENANCE
REPAIR UNDERCUTAREAS, EROSION TO BANKS, AND BOTIOMASREQU/RED. WHEREPERM/TIED BYTHE
DEPARTMENTOFF/SHAND GAMEOR OTHERAGENCYREGULAT/ONS, STOCKCONSTRUCTED WETLANDS
REGULARLYW/THMOSQU/TOF/SH(GAMBUS/A SPP.J TOENHANCENATURAL MOSQU/TOANDM/DGE
CONTROL.
FREQUENT (3 TO 4 TIMES PER YEAR)
-CLEANAND REMOIIEDEBR/SFROM/NLETAMD OUTLETSTRLICTURES.
MOWS/DESLOPESANDREMOI/E6R4SSCL/PP/NGS. REMODEL/TTERANDDEBR/SFROMBANKS, BASIN
BOTTOM, TRASHRACKS, OUTLETSM11CTURES, AND VAL UESASREQU/RED.'
ANNUAL MAINTENANCE (IF NEEDED)
SUPPLEMENTW-MMAL7PLANTS /FAS/GN/F/CANTPORTIONHAMENOTESTABL/SHED(ATLEASTSO OF
THESURMCEAREAJ.
REMOI/ENU/SANCEPLANTSPEC/ES.
-CLEANFOREBAYTOAI/O/DACCUMULAT/ON/NMA/NWETLANDAREA TOM/N/M/ZEWHENTHEMA/N
WETLANDARM NEEDS TO BE CLEANED.
HARI/ESTPLANTSPEC/ES/F UEGETAT/ONBECOMES TOO TH/CKCAUS/NGFLOWBACKUPAND FLOOD/NG.
MOREFREQUENTPLANTHARVEST/NGMAYBEREQU/REDBYLOCAL l/ECTORCONMOLAGENC/ES.
FERT/LIZENEW I/EGL-TAT/ONONET/MEONLY. THEOWNERSHALL NOTFERT/L/ZE t/EGETAT/ONAFTER THE
/N/T/AL OCCURRENCE.
MON/TORSED/MENTACCUMULAT/ONS, ANOREMOI/ESED/MENTWHENTHEACCUMULATEDSED/MENT
1/0LUMEEXCEEDSI6-20%OF711EHASIN l/OLUME, PMNTSARE "CHOKED"W/THSED/MENT, OR THE
WETLAND BECOMESEUTROPH/C. /T/SSUGGESTED THAT MEMA/NAREA BECLEANED ONEHALFATA
T/MEW/THATLEASTONEGROW/NGSEASON/NBETWEENCLEAN/NGS. TH/SWILL IIELPTOPRESERVETHE
l/EGETAT/ONANDENABLE rli1EWETLANO TORECOMERMORE OLIMMLYFROMTHECLEAN/NG.
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SEED/NGANDMULCH/NGSCHEDULEPERACRETHEK/NDSOFSEEDANDFERT/L/ZER, AND THERATESOF
APPL/CAT/ONOFSEED, FERTILIZER, ANO LIMESTONE, SHALL BEASSTATEDBELOW. DUR/NGPERIODS OF
OI/ERMARINGDATES, THEKIND OFSEED TOSEUSEDSHALL BEDETERMINED BYTHEENGINEER,
LIME 1 Tons perAcre
10-10-20 1,000LBperAcre
0-2" 500Lb perAcre
SMAWMULCH 2TONS/AC/AFTER SEEDINGJ
ASPHALTTACK 2006AL/T0NOFMUL01
JANUARYI DECEINBER31
50# Tall Fescue
5# Centipede
56W Pensacola Bah/agrass
506W Fertilizer
4096W Limestone
370PES2.1 ANOSTEEPERANO WASTEAMOBORROWLOCATIONS.•
JANUARYI DECEMBER31
75# Tall Fescue
50# Centipede
506W Fertilizer
4006W Limestone
TEMPORARYSEED/NG
"COOL SEASON"PLANTED BETWEENI5AUG4VS7*AN0 15APRIL
120# RYEGRAIN (NO RYE6AASSJ
"WARMSEASON"PLANTED BE7WEENI5APR/L AND 15A1164VST
65# GERMANBROWN TOP ORFOX TAIL MILLET
'05" 84.0
N 8739
— SILT FENCE
® OUTLET
STRUCTURE �r � • • •,+r �.•r..•. �"�'
SEESHEETC-7 N 3922"
_ 51LTfENCE :r-+^ ?..` 4 w
¢ OUTLET _ �.
CLASS "8 "STONE /, ` w .w' •^''• ".r.' ••-.. a; : c^':.''::�r :'1 r ^ ? . I I .i
_ IOx10'x18 THK � � •:....,•:•�.�..y �•'{:^r:•:•�•`•"'.•r-..
r7 W/fILTER fABRIC / 9 4SKIMMER LL .. LL.. '• •' ' ¢ . L.r . I
+ + 24 2 PROP'P'FENC j ` " N . . . . . .
18"fES Ni ZpQ9Cp �+ N +.'.'.__ 27.20" I. w,
\ INV20.50 Rr I _
+ + 26"
.10. ... .'I .I r\ti. I
I.. .. ,w.'... I .
`I
+ I. TEMPORARYHORSESHOEROCKDAM
+ + W/4"SKIMMER&2"ORIfICE �-
+ I. _ _ w.26.40" ,'1`
+ + + + + ll
�1 + j
+ + + + + .... :• +ti
+ + + t
+ + + BAFF� + + !:
+ + :+ +
+ + + + +
+ + + + .• 'rOp,
+
\
o
g
�
N
DEEP POOL
4,670 SF
I 2T .
jt
Q .
EZ
SHALLOW WATER
+++++++++
10,0005E
N ,�[y •
+ + + + +
(N
SHALLOW LAND
9,500 SF
N
SHALLOW SHALLOW
SHALLOW SHALLOW
3:1 MIN.
LAND WATER DEEP POOL WATER LAND
TEMP POOL EL = 22.25
EL 22.25
EL 20.75
EL 20.25
/
\ EL 18.25f� /
FILTER FABRIC
A DETENTION POND SECTION
C-7 N.T.S.
2' 30' 2'
EMERGENCY SPILLWAY SECTION
N.T.S.
25.66-
AS-BUIL T NO7ES:
A SURVEY FOR 7HE AS -BUILT PLANS MUST BE COMPLETED BY A LAND SURVEYOR
REGISTERED IN 7HE STA7E OF NOR774 CAROLINA AND CONFIRMED THE AS -BUILT
PLAN MEET 7HE DESIGN REQUIREMENTS BY A PROFESSIONAL ENGINEER REGISTERED
IN 7HE STATE OF NORM CAROLINA. THE SURVEY SHALL INCLUDE THE FOLLOWING:
REQUIRED AND AS -BUILT SURFACE AREA AT PERMANENT POOL
REQUIRED AND AS -BUILT WATER QUALITY VOLUME
DESIGN AND AS -BUILT PERMANENT POOL ELEVA77ON
- DESIGN AND AS -BUILT BOTTOM OF VEGETATED SHELF ELEVA77ON
DESIGN AND AS -BUILT BOTTOM OF POND ELEVA77ON
- DESIGN AND AS -BUILT AVERAGE DEP7H
- DESIGN AND AS-BUIL T ELEVA 77ON A T TOP OF FOREBA Y
- DESIGN AND AS -BUILT ELEVA77ON OF ORIFICE/WEIR INVERTS)
TWO SEALED, SIGNED AND DATED COPIES MUST BE SUBMITTED TO 7HE CITY OF
GREENVILLE ENGINEERING DIVISION FOR REVIEW AND APPROVAL PRIOR TO FINAL
APPROVAL OF 7HE SI7E IMPROVEMENTS.
AFTER AS -BUILT PLANS ARE PROVIDED TO THE CITY FOR THE WET DETENTION
BASIN, 7HE CITY MUST INSPECT THE FINAL GRADING AND 7HE LIST OF PLAN77NGS
TO BE ORDERED BEFORE THEY ARE PLANTED. 7N/S /S PERFORMED TO ENSURE THE
PROPER GRADES ARE ACHIEVED AND THAT 7HE PROPOSED PLAN77NGS WILL BE
SUPPORTED BY THE FINAL GRADING FINALLY, 7HE CITY WILL INSPECT 7HE BMP'S
OUTLET S7RUC7URE AND COMPLETED PLAN77NGS BEFORE ISSUANCE OF A
CER77FICA7E OF OCCUPANCY. PLEASE INCLUDE A N07E INDICA77NG 7HE TWO
AFOREMENTIONED INSPEC77ONS CITY ENGINEERING MUST COMPLETE FOR 7HE BMP
TO UL 77MA TEL Y BE ACCEPTED.
MIN. SLOPE
GRADE 3.1
PROPOSED
24' RCP
FLOW
8" BLOCK WALL
2.5"X2.5" HOT
DIPPED GALVANIZED
ANGLE
r Imp
PROPOSED
18" RCP
18"
r
PVC VENT PIPE
PVC TEE
PVC ELBOW
(Typ)
WATER SURFACE
END
PVC ORIFICE PIPE
W/ f- D1A HOLES
(3 ROWS - 8)
I -END CAP
►• PVC ELBOW
(Typ)
END CAP
PVC VENT PIPE
ARM ASSEMBLY
4' PVC PIPE
ISOMETRIC VIEW
i--PVC VENT PIPE
PVC ELBOW
(Typ)
_:�z
PVC TEE PVC PIPE WITH END CAP
f' DiA HOLES PVC TEE
(3 ROWS - 8)
A/S�MBLY
PP�vARIL1 c�,�" P t ARM ASSEMBLY
PVC PIPE
FLEXIBLE PIPE BARREL SIZE 4'
ORIFICE SIZE 1.0"
ROTTOM SURFACE
END VIEW SIDE VIEW
N07E:• ALL PIPE PVC SCHEDULE 40
SKIMMER DEWATERING DEVICE
BACKFILL OVER
PIPE
CONTROL STRUCTURE
...........................
...........................
...........................
...........................
...........................
.--------------------
.---------
------- ---------.
.---------------- ... ------.
.-------------------------.
.----------------------
.-------------------------.
.-------------------------.
#4 BAR 12" O.C.
—4'-0"
t8l
TOP OF GRA7E 25.66
S7EPS
4' CAP WI7H
1.25" ORIFICE
" CONCRETE SLAB
0'-6'
24' RCP INV 21.00
�-8' BLOCK WALL
_ BOTTOM 20.00
OUTLET CONTROL STRUCTURE
NOT TO SCALE
SKIMMER DEWATERING DEVICE
N.T.S.
N.T.S.
4" PVC SKIMMER
REMOVE AT END OF
PROJECT AND INSTALL
SANITARY TEE
TEMPORARY HORSESHOE
ROCK CHECK DAM
4'-0"
2'-8
1" ALUMINUM OR HOT DIPPED
GALVANIZED BAR GRATE 2.5"X2.5" HOT
DIPPED
GALVANIZED
ANGLE
8" WEIR ELEV. 22.25
PROPOSED
24" RCP 8' THREADED
CAP
FLOW
4" PVC INV. 21.00
N 4" PVC CAP W/
8' BLOCK
WALL
4" CAP WITH
8' CONCRETE SLAB 1.25' ORIFICE
0'-6"—
REVISIONS:
1 �
Q a
1 ¢
co
0
W
o
0
%23
�"I'll" HE
JJNI I I I11����
JULY 13, 2018
SURVEY - DRAFT TN/SC
DESIGN JSJ CHECK JSJ
PROJECT No. 2017161
DRAWING No. w 376,3
SCALE: AS NOTED
SHEET No. OF #
AMPNR

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9 05 E 8 .03
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\ BAFFLE / I f s ♦♦ \:\ ■■■■■■■■■■ $ 25'
is
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TOP OF GRATE.'23.55' 8 a
FL: 21.15' (24 RCP-S) , !
\ FL:21.25' (24'RCP-N)
QLIMITSOFD/STURBANCE
w\� EX. DI
� � \� TOP OF GRATE:23.40'
FL:20.95' (24'RCP-S)
1 a 1. ti, • i J FL: 21.0' (24'RCP-N)
PROPOSED 100'x 20'x 8" THICK PROPOSED ,
1:' TEMPORARY GRAVEL WASHOUrP? l \� U) 1 1
w , ' CONSTRUCTION ENTRANCE
13 N 1N \ `�s SILTLFEETNCE i \\ '1' ' ( .I
�••�t, FL 20.3 �- 51LTFENCE
OUTIET SILTFEN
OUTLET CE
} w -
CULVERT i $ �p -: -
--SHE �ur cr=-l- t i RQE�E'-
pEE �' �UMITS OF DISTURBANCE _ SF _-SILT FENCE __ry .00uo- .
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t_ ._ _
FL: 20.1' _�. _ P2' _..`�_-- - - _ _- - 10
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W -T�- 1r 20'
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FL: 19.8' - -- - --F--1 Gt G GN 23'- 23'' `r ASP = S -
FL: 20.1 ' -` LIMITS OF DISTURBANCE t -' "t ` _=-°---- -- r. _G 4_ _ _ G G � � FL: 77 T
CUl VERT - FL{ 20.5" II ��i"'_-."- .,-25' 19.3 CULVERT FL: 18.9"
FL' 18.4'
_.. EX 12"
- - - _ _ _ _ _ _ .[EDGE OF PAVING
CULVERT w
-- 24'
_. EX. Dl �,-�,. � C." .' --.23>_ - � _._. ____ ____ 23' ----a- _ 22 -._.,
_ TOP OF GRATE: 22.05' ,.
_...
- j
- DR M: L. KING JR. BOULEVARD_ (U,$ HWY NO,- _17)
150.0' PUBLIC R. 0. W. -
23'' `7
CONSTRUCTION SCHEDULE:
PHASE 7
REVISIONS:
CID
a
O
W
O o
O
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
7. Obtain plan approvals and all applicable permits.
2. Flag limits of rough grading for building site, parking lots and establish grade limits as needed. Temporary gravel construction entrance is to be used at street connection. Dimensions are to be as
3. Contact DEMLR Washington regional office at least 48 hours prior to commencing the land indicated on plans. The contractor has the prerogative to identify a single entrance and treat said
disturbing activity at (252) 946-648L entrance with this protective measure. If however, multiple entrances are used during construction,
4. Install temporary gravel construction entrance. contractor shall protect each with temporary gravel I�-
5. Install the perimeter sediment fences as the first construction activity. Clear only enough to install w z
silt fence, detention pond with temporary diversion swales. TEMPORARY HARDWARE CLOTH AND GRAVEL INLET PROTECTION o
6. Install detention pond with skimmer and temporary diversion swales. O
7. Begin clearing and grubbing, strip site o topsoil and stockpile in the designated area. Gravel inlet protection is to be used around all yard inlets and catch basins until such time site is
9 9 9 9 P f p p 9 U W
8. Temporary seed all fill slopes and complete phase 7 clearing and grubbing. stabilized with vegetative cover or parking area subgrade is covered with CABC. Temporary sediment Z o
fence stone inlet protection is to be used as needed to protect areas as shown. Gravel inlet protection is
PHASE 2 to be placed as shown on plans on any other areas subject to discharging sediment directly into canals & m
ditches. Engineer reserves the right to require additional erosion control measures should the plan or it's
1. Install concrete washout area prior to construction of storm drainage structures. implementation prove to be inadequate. Seed or otherwise provide ground cover devices. Z
2. Begin fill for construction. Z
3. Install storm drainage piping and end of day measures. O
4. Install hardware cloth and inlet protection around all inlet catch basins.
5. Begin importing fill for the construction of the building pad and drive areas. LZ
6. Begin rough grading site and preparation of remaining building pads, install rock dams. a
7. Complete constructed wetland and outlet control structure.
8. Install CA.B.C. where rough gradeis established.
9. Temporary seed and much.
10. Fine grade building pads.
77. Install curb and gutter, concrete pads and walks.
72. Provide a ground cover (temporary or permanent) on exposed slopes 74 calendar days following
completion of any phase of grading for slopes 3.'7 or flatter, including all other slopes 4.7 or flatter.
Provide a ground cover (temporary or permanent) on exposed slopes within 7 calendar days
following completion of any phase of grading for slopes 33 or steeper, including all permanent
dykes, swales, ditches, slopes and disturbances within high quality water (HQWQ) zones.
73. Permanent ground cover shall be provided for all disturbed areas within 75 working days or no
more than 90 calendar days (whichever is shorter), all bare soils are to be stabilized under
conditions outlined in the current NPDES permit or sooner.
74. Install E&SC measures at any areas used for contractor equipment staging, materials laydown,
spoil or waste areas. To facilitate in cleanup, a layer of fines, sand or screenings should be placed
on any paved surfaces before deposition of excavated material.
75. De -watering of any trenches is to be done through a silt bag.
76. Additional erosion and sedimentation control measures may be required by the state or owner if
deemed necessary.
77. After site is stabilized, remove all temporary measures, fine grade disturbed areas and install
permanent vegetation on the disturbed areas.
78. Maintain permanent vegetation by top dressing with 700 lbs. per acre of fertilizer every 6 months Q
until the completion of the project. Z
79. Within 6" of final grade, re -distribute 6" of top soil. J
20. Fine grade, permanently seed and mulch all landscaped areas. L
27. Remove all remaining temporary erosion and sedimentation control measures upon completion O
and stabilization of project and convert to constructed wetland BMP's. ,
MAINTENANCE PLAN Q� U
All erosion and sediment control practices will be checked for stability and operation following every run-off producing
rainfall but in no case less than once every week Any needed repairs will be made immediately to maintain all practices o
as designed. Sediment will be removed from behind the silt fence when it becomes 0.5 feet deep. All seeded areas will be M
fertilized, re -seeded as necessary, and mulched according to specifications in the vegetative plan to maintain a vigorous, W
dense vegetative cover. O
PLANED EROSION AND SEDIMENTATION CONTROL DEVICES !� Z
J
All work will be done in accordance with the sedimentation control act of 1973 and the North Carolina Department of y L
Environment and Natural Resources. No land disturbing activity beyond that required to install the appropriate erosion W y
0
control measures may proceed until measures are inspected and approved. L,
Oct04 U Lu
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SCALE 1 inch = 50 ft
2 ®�
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''// EN J
/111111110
JULY 13, 2018
SURVEY - DRAFT TN/SC
DESIGN JSJ CHECK ISJ
PROJECT No. 2017161
DRAWING No. W-3763
SCALE: AS NOTED
SHEET No. OF #

TEMPORARY BAFFLE NOTES:
1) GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL (FRONT TO BACK & SIDE TO SIDE).
2) INSTALL POSTS OR SAWHORSES THE WIDTH OF THE SEDIMENT TRAP.
3) STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24", SPACED A MAXIMUM OF 4' APART & INSTALLED ON THE SIDES OF THE BASIN AS
WELL. THE TOP OF THE FABRIC SHOULD BE 6" HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS OF BAFFLES SHOULD BE 2" LOWER
THAN THE TOP OF THE BERMS.
4) INSTALL AT LEAST (3) ROWS OF BAFFLES BETWEEN THE INLET & OUTLET DISCHARGE POINT. BASINS 20' IN LENGTH MAY USE (2) BAFFLES.
5) WHEN USING POSTS, ADD SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE MEASURE TO PREVENT SAGGING.
6) WRAP POROUS MATERIAL (JUTE BACKED OR COIR) OVER SAWHORSES OR THE TOP WIRE. HAMMER REBAR INTO THE SAWHORSE LEGS
FOR ANCHORING. THE FABRIC SHOULD HAVE 5% TO 10% OPENINGS IN THE WEAVE. ATTACH FABRIC TO A ROPE AND A SUPPORT
STRUCTURE WITH ZIP TIES, WIRE OR STAPLES.
7) THE BOTTOM & SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH OR PINNED WITH 8" EROSION CONTROL MATTING STAPLES.
8) DO NOT SPLICE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN.
MAINTENANCE CRITERIA:
1) INSPECT BAFFLES AT LEAST ONCE A WEEK & AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2) BE SURE TO MAINTAIN ACCESS TO BAFFLES. SHOULD THE FABRIC OF THE BAFFLE COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY.
3) REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF -FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN & TO
REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEAN OUT. SEDIMENT DEPTH
SHOULD NEVER EXCEED HALF THE DESIGN STORAGE DEPTH.
4) AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLYSTABILIZED, REMOVE ALL BAFFLE MATERIALS & UNSTABLE
SEDIMENT DEPOSITS. BRING THEAREA TO GRADE & STABILIZE IT.
BAFFLE (TYP)
EARTHEN
EMBANKMENT
OUTLET CLASS 1 RIPRAP
PERSPECTIVE VIEW
SUPPORT ROPE TO WIRE SUPPORT POST
TO PREVENT SAGGING (24" INTO BOTTOM OR SIDE)
Fro`'
INLET ZONE
%�_ 35% OF SURFACE AREA
\ % FIRST CHAMBER
% 25% OF SURFACE AREA
SECOND CHAMBER
25% OF SURFACE AREA
OUTLET ZONE
15% OF SURFACE AREA
STAKE TO
SUPPORT WIRE
COIR MESH OR SIMILAR
(STAPLED OR TRENCHED INTO BOTTOM OR SIDE)
ELEVATION AT BAFFLE
N.T.S.
EC-43
/r
�=- -
-
•: 'I
J
I .I-.
•-i
v
:.a•�
m
EMERGENCY
•m
m
At'�
m
W SPILLWAY
.
L-
-
-
-. -.
....:..... .
z
PLAN
VIEW
NOTES:
6" MIN INVERT ELEVATION
1) DE -WATERING: ALLOW THE MAXIMUM
REASONABLE DETENTION PERIOD
OF EMERGENCY SPILLWAY
BEFORE THE BASIN IS COMPLETELY DE -WATERED (AT LEAST 48 HOURS).
1' FREEBOARD
2) INFLOW RATE: REDUCE THE INFLOW VELOCITY & DIVERT ALL
EMBANKMENT
SEDIMENT -FREE RUNOFF.
FAIRCLOTH SKIMMER
IN -FLOW -�
z.� 1 1
DE -WATERING DEVICE
v 1
EMERGENCY
i,, SPILLWAY
FILTER
FABRIC
AVERAGE
'I _ AREA*
WIDTH W L
*AREA OF BASIN
WATER SURFACE AT
TOP OF PRINCIPAL
SPILLWAY ELEVATION
DE -WATERING
u�" ZONE
m
m
m
SEDIMENT n
---------
STOf�4GE
n
--------------
ZONE
SEDIMENT BASIN WITH SKIMMER
N.T.S.
EG24C
PVC PIPE WITH
END
1" DIA HOLES
3 ROWS - 8
PVC VENT PIPEEND
CAP
PVC TEE6'
*CAP
SCH 40 PVC PIPE
(BARREL OR ARM)
END CAP
END
VC ELBOW (TYP)
PVC VENT PIPE
PVC VENT PIPE
PVC ELBOW
PVC ELBOW
(NP)
(NP)
WATER SURFACE
IH
END CAP ARM ASSEMBLY
PVC TEE
1'V D AI HOLESPE
PVC TEE PVC PIPE
3 ROWS - 8
ARM ASSEMBLY
3'FLEXIBLE
PVC PIPE
HOSE
3'FLEXIBLE
B07TOM SURFACE
HOSE
SECTION
CROSS
SECTION
�l:ll1IT, Iif, lq:�:i_�yl►�I
1. CLEAR, GRUB AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE
ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT
PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY
SEDIMENT CONTROL MEASURES BELOW BASIN AS NEEDED.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC
MATTER, AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES, AND
MACHINE COMPACT IT. OVER FILL THE EMBANKMENT 61NCHES TO ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE
MUD BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OF PROVIDING A LOW SUPPORT UNDER THE
SKIMMER OF STONE OR TIMBER.
4. PLACE THE BARREL (TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OF
IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS
BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND
COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT
EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE FIRM CONTACT WITH ITS
FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES.
PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT
WITH CONSTRUCTION EQUIPMENT. IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A
TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE.
S. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS DESIGNED.
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE
BARREL PIPE. ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE
EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF
THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE.
7. EARTHEN SPILLWAYS- INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE
ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES
ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD BE LINED WITH
LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH
TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH.
THE EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH TO EXTEND
DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ONE PIECE, NOT
JOINED OR SPLICED; OTHERWISE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS
INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE
WIDTH, MAY BE USED. THE UPPER SECTION(S) SHOULD OVERLAP THE LOWER SECTION(S) SO THAT WATER
CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH
STAPLES OR PINS.
8. INLETS - DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE
DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT -LADEN WATER TO THE UPPER END
OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY
9. EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT
SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED.
STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF
THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION.
10. INSTALL POROUS BAFFLES.
11. AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE
STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS
AND STABILIZE PROPERLY.
MAINTENANCE
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS
ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE PULL THE
SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT
FROM THE ENTIREBASIN, NOT JUST AROUND THE SKIMMER OF THE FIRST CELL. MAKE SURE VEGETATION
GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR
AROUND THEM.
CLOGGED T AND ERE IS WATER IN THE BASIN USUALLY JERKING ON THE ROPE
IF THE SKIMMER IS OGLE WITH TRASH N THERE
WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT
WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE
INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION
CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE
REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS
THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE,
AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY.
REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN
IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
NOTES
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS.
2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION BYALL
CONSTRUCTION VEHICLES.
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
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.
Z USE CLASS "A " STONE OR OTHER COARSE AGGREGATE APPROVED
BYTHE ENGINEER.
8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT
VEHICLES FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING
PROJECT SITE
TEM PORARY.G RAVEL CONSTRUCTION
c` ENTRANCE N.T.S.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
CONSTRUCTION SPECIFICATIONS
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL
AND PROPERLY GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO
SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION
SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY
STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
COMPACTED SOIL
-� 2' MINIMUM �►-
......'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'... MINIMUM
6' TYPICAL
CROSS SECTIONAL VIEW
TEMPORARY DIVERSION SWALE
N.T.S.
TEMPORARY DIVERSION
CONSTRUCTION SPECIFICATIONS
1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA,
AND DISPOSE OF PROPERLY.
2. EXCAVATE THE CHANNEL, AND SHAPE IT TO NEAT LINES AND DIMENSIONS SHOWN ON THE PLANS PLUS A 0.2-
FOOT OVERCUT AROUND THE CHANNEL PERIMETER TO ALLOW FOR BULKING DURING SEEDBED
PREPARATIONS AND SOD BUILDUP.
3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL SO THAT SURFACE WATER MAY ENTER THE CHANNEL
FREELY.
4. THE PROCEDURE USED TO ESTABLISH GRASS IN THE CHANNEL WILL DEPEND UPON THE SEVERITY OF THE
CONDITIONS AND SELECTION OF SPECIES. PROTECT THE CHANNEL WITH MULCH OR A TEMPORARY LINER
SUFFICIENT TO WITHSTAND ANTICIPATED VELOCITIES DURING THE ESTABLISHMENT PERIOD.
MAINTENANCE
DURING THE ESTABLISHMENT PERIOD, CHECK GRASS -LINED CHANNELS AFTER EVERY RAINFALL. AFTER GRASS IS
ESTABLISHED, PERIODICALLY CHECK THE CHANNEL; CHECK IT AFTER EVERY HEAVY RAINFALL EVENT. IMMEDIATELY
MAKE REPAIRS. IT IS PARTICULARLY IMPORTANT TO CHECK THE CHANNEL OUTLET AND ALL ROAD CROSSINGS FOR
BANK STABILITY AND EVIDENCE OF PIPE OR SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS
TO MAINTAIN THE DESIGNED CARRYING CAPACITY. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL
TIMES, SINCE IT IS THE PRIMARY EROSION PROTECTION FOR THE CHANNEL.
4xD OR 10' MIN.)
SLOPE
DITCH
\.�_ 9�,
1
;SLOPE
PLAN 2
TOP OF BANK
N�7.
NOTE:
�v
:.
4' MIN. UP EACH
IF FLARED END SECTION IS
--� l
SIDE SLOPE
DISCHARGING INTO DITCH FROM
1
`
�`
. r
'
I
THE SIDE EXTEND RIP RAP
/ �'
\
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OD n {
� ,�
,�F
UP DITCH BANK ON OFF -SIDE
A MINIMUM OF 4 FEET.
SYNTHETIC FILTER FABRIC
LINER MIRAFI 10OX OR
EQUAL
SECTION
N.C.D.O.T. d50 STONE SIZE OF 8*
MAXIMUM SIZE OF 12"
STONE
FLARED END SECTION WITH RIP RAP
RIPRAP OUTLET PROTECTION
CONSTRUCTION SPECIFICATIONS
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES
SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE
SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL MAY ALSO
BE FILLED BY INCREASING THE RIPRAP THICKNESS.
2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON THE PLANS.
3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM
PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND
PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD
OVERLAP SO THE TOP LAYER IS ABOVE THE DOWNSTREAM LAYER A MINIMUM OF 1 FOOT. IF THE DAMAGE IS
EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER.
S. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.S TIMES THE MAXIMUM STONE DIAMETER.
6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR, HIGHLY WEATHER -
RESISTANT AND WELL GRADED.
7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END. MAKE THE TOP OF THE RIPRAP AT
THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT.
8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY STRAIGHT
THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION
OF THE APRON.
9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION
MAINTENANCE
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS
TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED.
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
FLOW
REVISIONS:
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JULY 13, 2018
SURVEY
-
DRAFT TN/SC
DESIGN
JSJ
CHECK JSJ
PROJECT No.
2017161
DRAWING No.
w-3763
SCALE:
AS NOTED
SHEET No.
OF #
N.T.S.

REVISIONS:
NOTE:
PLANT & ESTABLISH VEGETATION PER
SEEDING SCHEDULE.
EXISTING GRADE
5.1 SIDE SLOPE
CA SWALE. WIDTH &
DEPTH VARIES
ACCORDING TO PLAN
GRADE
57, SIDE sov-
Z�DRAINAGE
TYPICAL PERMANENT
SWALE N.T.S.
TEMPORARY DIVERSION
M ,1;�IP►[ex cM1A
LINE WITH MATTING
(SEE PLAN SHEET)
1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA,
AND DISPOSE OF PROPERLY.
2. EXCAVATE THE CHANNEL, AND SHAPE IT TO NEAT LINES AND DIMENSIONS SHOWN ON THE PLANS PLUS A 0.2-
FOOT OVERCUT AROUND THE CHANNEL PERIMETER TO ALLOW FOR BULKING DURING SEEDBED
PREPARATIONS AND SOD BUILDUP.
3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL SO THAT SURFACE WATER MAY ENTER THE CHANNEL
FREELY.
4. THE PROCEDURE USED TO ESTABLISH GRASS IN THE CHANNEL WILL DEPEND UPON THE SEVERITY OF THE
CONDITIONS AND SELECTION OF SPECIES. PROTECT THE CHANNEL WITH MULCH OR A TEMPORARY LINER
SUFFICIENT TO WITHSTAND ANTICIPATED VELOCITIES DURING THE ESTABLISHMENT PERIOD.
MAINTENANCE
DURING THE ESTABLISHMENT PERIOD, CHECK GRASS -LINED CHANNELS AFTER EVERY RAINFALL. AFTER GRASS IS
ESTABLISHED, PERIODICALLY CHECK THE CHANNEL, CHECK IT AFTER EVERY HEAVY RAINFALL EVENT. IMMEDIATELY
MAKE REPAIRS. IT IS PARTICULARLY IMPORTANT TO CHECK THE CHANNEL OUTLET AND ALL ROAD CROSSINGS FOR
BANK STABILITY AND EVIDENCE OF PIPE OR SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS
TO MAINTAIN THE DESIGNED CARRYING CAPACITY. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL
TIMES, SINCE IT IS THE PRIMARY EROSION PROTECTION FOR THE CHANNEL.
4' MIN. SILT FENCE
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
FRONT VIEW
BURY WIRE FENCE,
FILTER FABRIC
AND HARDWARE
STEEL FENCE POST CLOTH IN TRENCH
WIRE FENCE STEEL FENCE POST
HARDWARE CLOTH SET MAX 2' APART
MIN 18" INTO SOLID
FILTER OF #57 GROUND
WASHED STONE
BURY WIRE FENCE AND
HARDWARE CLOTH
3' FILTER FABRIC
ON GROUND
NOTEEMOVE SEDIMENT WHEN HALF OF
STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO
ENSURE DEWATERING.
BURY 6" UPPER EDGE OF
FILTER FABRIC IN TRENCH
SECTION VIEW
STANDARD SILT FENCE OUTLET
N.T.S.
SILT FENCE
MAINTENANCE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL, MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND
TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
"L
MIN. 14 GAUGE
WIRE FENCE WITI
6" MESH SPACIN
OR
:S
�L GROUND
SILT FENCE CONSTRUCTION SPECIFICATIONS
1.
CONSTRUCT SEDIMENT BARRIER OF STANDARD STRENGTH OR
STEEL POST
EXTRA STRENGTH SYNTHETIC FILTER FABRICS.
WIRE FENCE
2.
ENSURE THE HEIGHT OF THE SEDIMENT FENCE DOES NOT
1.FILTER FABRIC
EXCEED 24" ABOVE THE GROUND SURFACE.
BACKFILL TRENCH &
3.
INSTALL THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO
COMPACT THOROUGHLY
THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS
:I NATURAL GROUND
ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT
A SUPPORT POST WITH 4' MIN. OVERLAP TO THE NEXT POST.
4.
SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH
TRENCH
FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS
N 4" MIN. WIDE X
EXTEND THE WIRE MESH TO THE BOTTOM OF THE TRENCH.
8" MIN. DEEP
FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE
UPSLOPE SIDE OF FENCE POST. WIRE OR PLASTIC ZIP TIES
SIDE VIEW
SHOULD HAVE A MIN. 50 POUND TENSILE STRENGTH.
5.
WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A
MAX. OF 8' APART. DRIVE SUPPORT POST INTO THE GROUND A
MIN. OF 24".
SILT FENCE CONSTRUCTION MATERIALS
6.
EXTRA STRENGTH FILTER FABRIC WITH 6' POST SPACING DOES
1. USE SYNTHETIC FILTER FABRIC THAT IS 959E BY WEIGHT
NOT REQUIRE WIRE MESH SUPPORT FENCE. SECURELY FASTEN
POLYOLEFINS OR POLYESTER, AND IS CERTIFIED BY THE
THE FILTER FABRIC DIRECTLY TO POSTS WITH WIRE OR ZIP 77ES
MANUFACTURER AS CONFORMING TO THE REQUIREMENTS IN
OF MIN. 50 POUND TENSILE STRENGTH.
ASTM D 6461.
7.
EXCAVATE A TRENCH 4" WIDE AND 8" DEEP ALONG THE
2. USE FENCE POSTS THAT ARE 1.33 LB/LINEAR FT STEEL WITH
PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
A MIN. LENGTH OF 5. POSTS SHALL HAVE PROJECTIONS TO
8.
PLACE 12" OF THE FABRIC ALONG THE B07TOM AND SIDE OF
FACILITATE FASTENING THE FABRIC.
THE TRENCH.
3. USE WIRE FENCE WITH MINIMUM 14 GAUGE AND A MAXIMUM
9.
BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER
.
MESH SPACING OF 61
FABRIC AND COMPACT.
10.
DO NOT ATTACH FILTER FABRIC TO EXIS77NG TREES
STANDARD TEMPORARY SILT FENCE
N.T.S.
SILT FENCE
MAINTENANCE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL, MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND
TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
WEIR ELEVATION - SEE PLAN
MIN
(AS APPLICABLE)
FILTER FABRIC
CENTER LINE
ROCK CHECK DAM
CONSTRUCTION SPECIFICATIONS
12" of NCDOT •5
OR •57 STONE
FILTER FABRIC -
SHEET FLOW
18"
2 2 FLOW
�1-CLASS "B" STONE
f" "1
4'to6'
pp
_IM
_
•- --
-IIIF11,15all -
1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION.
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM
ABUTS THE CHANNEL BANKS.
3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING AROUND THE
ENDS OF THE CHECK DAM.
4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME
AS THE TOE ELEVATION OF THE UPPER DAM.
S. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE EROSION.
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE.
7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE CHECK DAMS, ARE
NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
MAINTENANCE
INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER)
RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT
COULD CLOG THE CHANNEL WHEN NEEDED.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND
THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY IF SIGNIFICANT EROSION OCCURS BETWEEN
DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT
PORTION OF THE CHANNEL
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL
VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS
FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT
AND CROSS SECTION.
m
m
--1
SHEET FLOW
STANDARD METAL POSTS
2'-0" IN GROUND
E HARDWARE
OPENINGS)
FILTERED
WATER
INLET PROTECTION CONSTRUCTION SPECIFICATIONS
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET.
SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4
FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE
MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM, PLACING A
2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING.
4. PLACE CLEAN GRAVEL (NCDOT#5 OR #57 STONE) ON A 2.1 SLOPE WITH A HEIGHT
OF 16 INCHES AROUND THE WIRE AND SMOOTH TO AN EVEN GRADE
5. ONCE THE CONTRIBU77NG DRAINAGE AREA HAS BEEN STABILIZED, REMOVE
ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABIUZE IT WITH GROUNDCOVER.
MAINTENANCE
INSPECT INLETS AT LEST WEEKLY AND AFTER EACH SIGNIFICANT (11h INCH OR
GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR
OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE
CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT
REMOVAL. REPLACE STONE AS NEEDED.
STANDARD HARDWARE CLOTH &
�..� GRAVEL I N LET PROTECTION N.T.S.
RECP DETAIL
Overlap 6" min.
Overcut channel 2" to
during seedbed pr
Intermittent check slot
Shingle -lap spliced ends or begin new
Prepare
install
tempi
Excavate channel to design
grade and cross-section
Design depth
Typical installation
with erosion control
blankets or turf
reinforcement mats
N.T.S.
Longitudinal
anchor trench
Longitudinal anchor trench
NOTES:
1. Design velocities exceeding 2 ft/sec require temporary blankets, mats or similar liners to protect
seed and soil until vegetation becomes established.
2. Grass -lined channels with design velocities exceeding 6 ft/sec should include turf reinforcement
mats
LINER
CONSTRUCTION SPECIFICATIONS
EVEN IF PROPERLY DESIGNED, IF NOT PROPERLY INSTALLED, RECP'S WILL PROBABLY NOT FUNCTION AS DESIRED. PROPER INSTALLATION IS
IMPERATIVE. EVEN IF PROPERLY INSTALLED, IF NOT PROPERLY TIMED AND NOURISHED, VEGETATION WILL PROBABLY NOT GROW AS DESIRED.
PROPER SEED/VEGETATION SELECTION IS ALSO IMPERATIVE.
GRADE THE SURFACE OF INSTALLATION AREAS SO THAT THE GROUND IS SMOOTH AND LOOSE. WHEN SEEDING PRIOR TO INSTALLATION
FOLLOW THE STEPS FOR SEED BED PREPARATION, SOIL AMENDMENTS, AND SEEDING IN SURFACE STABILIZATION, 6.1. ALL GULLIES, RILLS, AND
ANY OTHER DISTURBED AREAS MUST BE FINE GRADED PRIOR TO INSTALLATION. SPREAD SEED BEFORE RECP INSTALLATION. (IMPORTANT:
REMOVE ALL LARGE ROCKS, DIRT CLODS, STUMPS, ROOTS, GRASS CLUMPS, TRASH, AND OTHER OBSTRUCTIONS FROM THE SOIL SURFACE TO
ALLOW FOR DIRECT CONTACT BETWEEN THE SOIL SURFACE AND THE RECP).
TERMINAL ANCHOR TRENCHES ARE REQUIRED AT RECP ENDS AND INTERMITTENT TRENCHES MUST BE CONSTRUCTED ACROSS CHANNELS AT
25-FOOT INTERVALS. TERMINAL ANCHOR TRENCHES SHOULD BE A MINIMUM OF 12 INCHES IN DEPTH AND 6 INCHES IN WIDTH, WHILE
INTERMITTENT TRENCHES NEED BE ONLY 6 INCHES DEEP AND 61NCHES WIDE.
INSTALLATION FOR SLOPES - PLACE THE RECP 2-3 FEET OVER THE TOP OF THE SLOPE AND INTO AN EXCAVATED END TRENCH MEASURING
APPROXIMATELY 12 INCHES DEEP BY 6 INCHES WIDE. PIN THE RECP AT 1 FOOT INTERVALS ALONG THE BOTTOM OF THE TRENCH, BACKFILL, AND
COMPACT. UNROLL THE RECP DOWN (OR ALONG) THE SLOPE MAINTAINING DIRECT CONTACT BETWEEN THE SOIL AND THE RECP. OVERLAP
ADJACENT ROLLS A MINIMUM OF 3 INCHES. PIN THE RECP TO THE GROUND USING STAPLES OR PINS IN A 3 FOOT CENTER -TO -CENTER PATTERN.
LESS FREQUENT STAPLING/PINNING IS ACCEPTABLE ON MODERATE SLOPES.
INSTALLATION IN CHANNELS -EXCAVATE TERMINAL TRENCHES (12 INCHES DEEP AND 6 INCHES WIDE) ACROSS THE CHANNEL AT THE UPPER AND
LOWER END OF THE LINED CHANNEL SECTIONS. AT 25-FOOT INTERVALS ALONG THE CHANNEL, ANCHOR THE RECP ACROSS THE CHANNEL EITHER
IN 6 INCH BY 6 INCH TRENCHES OR BY INSTALLING TWO CLOSELY SPACED ROWS OF ANCHORS. EXCAVATE LONGITUDINAL TRENCHES 6 INCHES
DEEP AND WIDE ALONG CHANNEL EDGES (ABOVE WATER LINE) IN WHICH TO BURY THE OUTSIDE RECP EDGES. PLACE THE FIRST RECP AT THE
DOWNSTREAM END OF THE CHANNEL. PLACE THE END OF THE FIRST RECP IN THE TERMINAL TRENCH AND PIN IT AT 1 FOOT INTERVALS ALONG
THE BOTTOM OF THE TRENCH.
NOTE: THE RECP SHOULD BE PLACED UPSIDEDOWN IN THE TRENCH WITH THE ROLL ON THE DOWNSTREAM SIDE OF THE BENCH.
ONCE PINNED AND BACKFILLED, THE RECP IS DEPLOYED BY WRAPPING OVER THE TOP OF THE TRENCH AND UNROLLING UPSTREAM. IF THE
CHANNEL IS WIDER THAN THE PROVIDED ROLLS, PLACE ENDS OF ADJACENT ROLLS IN THE TERMINAL TRENCH, OVERLAPPING THE ADJACENT
ROLLS A MINIMUM OF 3 INCHES. PIN AT 1 FOOT INTERVALS, BACKFILL, AND COMPACT. UNROLL THE RECP IN THE UPSTREAM DIRECTION UNTIL
REACHING THE FIRST INTERMITTENT TRENCH. FOLD THE RECP BACK OVER ITSELF, POSITIONING THE ROLL ON THE DOWNSTREAM SIDE OF THE
TRENCH, AND ALLOWING THE MAT TO CONFORM TO THE TRENCH.
THEN PIN THE RECP (TWO LAYERS) TO THE BOTTOM OF THE TRENCH, BACKFILL, AND COMPACT. CONTINUE UP THE CHANNEL (WRAPPING OVER
THE TOP OF THE INTERMITTENT TRENCH) REPEATING THIS STEP AT OTHER INTERMITTENT TRENCHES, UNTIL REACHING THE UPPER TERMINAL
TRENCH.
AT THE UPPER TERMINAL TRENCH, ALLOW THE RECP TO CONFORM TO THE TRENCH, SECURE WITH PINS OR STAPLES, BACKFILL, COMPACT AND
THEN BRING THE MAT BACK OVER THE TOP OF THE TRENCH AND ONTO THE EXISTING MAT (2 TO 3 FEET OVERLAP IN THE DOWNSTREAM
DIRECTION), AND PIN A 1 FOOT INTERVALS ACROSS THE RECP. WHEN STARTING INSTALLATION OF A NEW ROLL, BEGIN IN A TRENCH OR
SHINGLE -LAP ENDS OF ROLLS A MINIMUM OF 1 FOOT WITH UPSTREAM RECP ON TOP TO PREVENT UPLIFTING. PLACE THE OUTSIDE EDGES OF
THE RECP(S) IN LONGITUDINAL TRENCHES, PIN, BACKFILL, AND COMPACT.
ANCHORING DEVICES -11 GAUGE, AT LEAST 6 INCHES LENGTH BY 1 INCH WIDTH STAPLES OR 12 INCH MINIMUM LENGTH WOODEN STAKES ARE
RECOMMENDED FOR ANCHORING THE RECP TO THE GROUND.
DRIVE STAPLES OR PINS SO THAT THE TOP OF THE STAPLE OR PIN IS FLUSH WITH THE GROUND SURFACE. ANCHOR EACH RECP EVERY 3 FEET
ALONG ITS CENTER. LONGITUDINAL OVERLAPS MUST BE SUFFICIENT TO ACCOMMODATE A ROW OF ANCHORS AND UNIFORM ALONG THE
ENTIRE LENGTH OF OVERLAP AND ANCHORED EVERY 3 FEET ALONG THE OVERLAP LENGTH. ROLL ENDS MAY BE SPLICED BY OVERLAPPING 1
FOOT (IN THE DIRECTION OF WATER FLOW), WITH THE UPSTREAM/UNSLOPE MAT PLACED ON TOP OF THE DOWNSTREAM/DOWNSLOPE RECP.
THIS OVERLAP SHOULD BE ANCHORED AT 1 FOOT SPACING ACROSS THE RECP. WHEN INSTALLING MULTIPLE WIDTH MATS HEAT SEAMED IN THE
FACTORY, ALL FACTORY SEAMS AND FIELD OVERLAPS SHOULD BE SIMILARLY ANCHORED.
MAINTENANCE
1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENT
REPAIR IMMEDIATELY.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE RECP.
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED.
S. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
Longitudinal anchor
trench
Stake at 3'-5'
5
intervals
at 25'
Initial channel
anchor trench
Terminal slope and
channel anchor trench
Intermittent
check slot
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NOTE:
1. Check slots to be constructed per manufacturers specifications.
2. Staking or stapling layout per manufacturers specifications..
-IN
Slope
Slope surface shall be smooth before If there is a berm at the top of
placement for proper soil contact. slope, anchor upslope of the berm. ,fLILY 13 2018
Min. 2"-- ' • ..::;.<:. .� , .
Stapling pattern as -" Anchor in 6"x6" min. Trench SURVEY - DRAFT TN/SC
per manufacturers overlap �� and staple at 12" intervals.
DESIGN IS) CHECK JSI
recommendations.
' Min. 6" overlap. � •� _.---•�" P• PROJECT No. 2017161
DRAWING No. W 3763
{' Staple overlaps
++SCALE:
A NOTED
spacing.
S
a ax 5 m
Bring material down to a level area, SHEET No. OF #
Do not stretch blankets/matting flight -allow turn the end under 4" and staple at 12"
the rolls to conform to any irregularities, intervals.
slopes less than 3H:ZV, rolls Lime, fertilize, and seed before installation. Planting
For s horizontal strips. rnnv b laced of shrubs, trees, etc. should occur after installation.

REVISIONS:
SEEDING BED AND MULCHING SCHEDULE PER ACRE
Complete grading before preparing seedbeds, and install all necessary erosion control practices such as
swales and basins. Minimize steep slopes. If soils have become compacted during grading, loosen them to a
depth of 6-8 inches using a ripper, harrow, or chisel plow. If rainfall causes the surface to become seated or
crusted, loosen it just prior to seeding by disking, raking, harrowing, or other suitable methods. Groove or
furrow slopes steeper than 3:1 on the contour before seeding.
The kinds of seed and fertilizer, and the rates of application of seed, fertilizer, and limestone, shall be as
stated below. During periods of overlapping dates, the kind of seed to be used shall be determined by the
Engineer. The fertilizer shall be incorporated into the upper tree or four inches of prepared seed bed just prior
to the last tillage operation, but in no case shall it be applied more than three days prior to seeding. Fertilizer
shall be used immediately after delivery or stored in a manner that will not permit it to harden or destroy it's
effectiveness. When hydroseeding equipment is used for seeding, fertilizer shall be applied simultaneously
with seed, using the above rates of application. Seed shall be certified seed or equivalent based on North
Carolina seed improvement association requirements for certification. All seed shall be furnished in sealed
standard containers. Seed which has become wet moldy or otherwise damaged prior to seeding will not be
acceptable. Seeding shall be accomplished with hand planters, power -drawn planters, hand packers or
hydroseeding equipment at the following rates.
LIME .......................... 2 TONS
10-10-20................... 1000 LBS/AC
0-20-0....................... 500 LBS/AC
STRAW MULCH ......... 2 TON /AC (AFTER SEEDING)
ASPHALT TACK .......... 200 GAL / TON OF MULCH
Seeding Scheduler
Outside of DOT R/W
(January 1- March 31)
Common bermuda grass (unhulled) 20 lbs/acre
(April 1- July 31)
Common bermuda grass (unhulled)
-15lbs/acre
Centipede
- 8 lbs/acre
(August 1- December 31)
Common bermuda grass (unhulled)
-15lbs/acre
Tall fescue
-120 lbs/acre
Centipede
- 8 lbs/acre
Limestone
2 tons/acre
Fertilizer (70-10-10)
1000 lbs/acre
Straw mulch
2 tons/acre (visual)
Emulsified asphalt tack
a03 gaVsq. yard
Within DOT R/W
(January 1- December 31)
Fescue
- 50 lbs/acre
Pensacola bahiagrass
- 25lbs/acre
Centipede
- 5lbs/acre
Limestone
2 tons/acre
Fertilizer (10-10-10)
1000 lbs/acre
Straw mulch
2 tons/acre (visual)
Emulsified asphalt tack
0.03 goVsq. yard
TemporarySeeding Schedule (Summer)
Species Rate (lbs/acre)
German millet 40
Seeding dates 4/15 - 8115
TemporarySeedtn_qSchedule (Lt�interJ
Species Rate (lbs/acre)
Rye grain 120
Seeding dates 8116 - 4114
Soil amendments
Limestone 2000 lbs/acre
Fertilizer (10-10-10) 750 lbs/acre
Straw mulch 4000 lbs/acre
Emulsified asphalt tack 435 gaVacre
4. Seed or otherwise provide ground cover devices or structures sufficient to restrain erosion for all exposed slopes within
21 working days of completion of any phase of grading.
5. All erosion and sedimentation control devices shall be inspected by the Contractor after each rainfall. When inspection
reveals the trap to be reduced to 50% of design capacity or the device to be deficient in its intended purpose such as
fabric deterioration for silt fences the Contractor shall restore the device to its original condition.
6. All erosion and sedimentation control devices shall remain in place and be maintained by the Contractor until all
seeding is established and construction areas have been stabilized.
7. Contractor shall install bermuda sod on all landscape/green areas within Sheetz parking lot.
& Bermuda sod for use on this project is not to be grown in soil with an impermeable (clay) layer.
NEW STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
0
Perimeter dikes, swales, ditches
7 Days
If slopes are 10' or less in
length and are not steeper
& slopes
than 2.1,14 days are allowed
High quality water
7 Da
7 Days for slopes greater than
(HQW) zones
50' in length
Slopes steeper than 3:1
7 Days
None, except for perimeter &
HQW zones
Slopes 3.1 or flatter
14 Days
None
All other areas with
slopes flatter than 4:1
14 Days
None
RIPRAP INSTALLATION NOTES:
1.0 General
1) This guideline covers general installation of geotextiles in riprap applications.
2) Where contradictions occur follow the instructions of the project engineer.
2.0 Prepare Site
1) Smoothly grade the surface as approved by the project engineer.
2) Make sure the surface is smooth and free of deleterious materials such as sharp objects or large protruding
rocks and grubbed to remove all roots and vegetation.
3) Compact any fill material to the density of surrounding undisturbed soil,
4) Make sure to excavate deep enough for both filter and riprop.L
3.0 Geotextile Choice
1) For fine-grained beach sands, use a woven monofilament.
2) For coarse sands, silts and clays use a nonwoven geotextile.
4.0 Place Geotextile
1) Place the riprap geotextile without wrinkles or folds.
a) Avoid stretching and tearing the geotextile.
4.0 Orientation
1) Always orient the geotextile with the machine (roll) direction parallel to the direction of water flow.
a) For erosion control runoff and wave action. Typically parallel to the slope.
b) For stream bank and channel protection. Typically parallel to the stream or channel.
2) If required, use key trenches or aprons at the crest and toe of the slope to anchor the ends of the geotextile.
a)18 inch anchoring pins may be an acceptable option to expedite construction.
b) The key trench should be excavated in stable material.
c) Key trench should backfilled with soil and compacted on completion of the geotextile
d) installation.
e) Key trench depth should be 7.5 times the design thickness of riprap and extend a horizontal distance
equal to the design thickness.
0 It is recommended that the front of anchor trenches are rounded and smooth to reduce stress on the
geotextile.
5.0 Joining Adjacent Sheets
1) Soil CBR will determine if overlapping or sewing is the correct option. MSHTO offers these general guidelines
for sewing versus overlapping.
a) Soil CBR > 3 Minimum overlaps of 1-1.5 feet
b) Soil CBR 1-3 Minimum overlaps of 2 -3.25 feet
c) Soil CBR < 0.5 Must be sewn
2) In cases where wave action or multidirectional flow is anticipated,. all adjoining sheets perpendicular to the
direction of flow must be sewn.
6.0 Overlapping
1) Successive sheets of riprap geotextile must be overlapped upstream over downstream and/or over down
slope in a "shingle effect."
a) In lieu of specific CBR information, overlap adjacent rolls a minimum of 1 foot in all instances except
when placed under water.
7.0 Underwater Applications
1) Overlaps under water must be a minimum of 3 feet
a) Refer to our Installation Underwater Geotextile Installation Guide for more information.
b) For underwater applications, place the geotextile and backfill material on the some day.
8.0 Riprap Placement
1) Begin the riprap placement at the toe and proceed up the slope.
a) Riprap weighing 220 lbs. or less may be placed directly onto the riprap geotextile.
i) Cannot be dropped onto unprotected geotextile.
b) Riprap weighing 220 lbs. or less may be dropped from a height not to exceed 3.25 feet if the geotextile
is protected by a 6 inch aggregate bedding layer.
c) Do not place riprap heavier than 220 lbs.
d) Installations exceeding these guidelines must not be attempted unless past experience or field testing
has demonstrated the geotextile will not be damaged.
e) Field monitoring must be performed in all instances to verify that the riprap placement does not damage
the geotextile.
f) Do not allow riprap with a mass of more than 220 lbs. to roll down the slope.
g) Backfill all voids in the riprap with smaller stone to ensure the geotextile is fully covered.
2) After placement of the riprap, avoid any grading above the geotextile that results in movement of the riprap.
9.0 Repairs
1) In lieu of specific project guidelines, overlap any damaged geotextile by a minimum of 3 feet in all directions
with the replacement piece.
10.0 Storage
1) Riprap Geotextile rolls are wrapped in a UV protective cover.
2) if stored outdoors for a prolonged period, geotextile must be elevated from the ground and covered with a
tarpaulin or opaque plastic.
a) Contractor must insure rolls are adequately protected from:
i) Moisture
ii) Ultraviolet radiation iii) Chemicals that are strong acids or bases iv) Temperatures in excess of
1407 v) Animal destruction
GROUND STABILIZATION PER NCG 010000
1) Soil stabilization shall be achieved on any area of a site where land -disturbing activities have temporarily or
permanently ceased according to the following schedule:
a) 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.
b) 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.
2) Conditions - in meeting the stabilization requirements above, the following conditions or exemptions shall
aPPtY
a) Extensions of time may be approved by the Permitting Authority based on weather or other
site -specific conditions that make compliance impracticable.
b) All slopes 50' in length or greater shall apply the ground cover within 7 days except when the slope
is flatter than 4.L Slopes less than 50' shall apply ground cover within 14 days except when slopes
are steeper than 3:1, the 7 day -requirement applies.
c) Any sloped area flatter than 4:1 shall be exempt from the 7-day ground cover requirement
d) Slopes 10' or less in length shall be exempt from the 7-day ground cover requirement except when
the slope is steeper than 23.
e) Although stabilization is usually specified as ground cover, other methods, such as chemical
stabilization, may be allowed on a case -by -case basis.
fl For portions of projects within one mile and draining to trout waters and high quality waters as
classified by the Environmental Management Commission, stabilization with ground cover shall be
achieved as soon as practicable but in any event on all areas of the site within 7 calendar days from
the last land -disturbing act
g) For portions of projects located in outstanding resource waters watersheds as classified by the
Environmental Management Commission, stabilization with ground cover shall be achieved as soon
as practicable but in any event on all areas within 7 calendar days from the last land -disturbing act
h) Portions of a site that are lower in elevation than adjacent discharge locations and are not expected
to discharge during construction may be exempt from the temporary ground cover requirements if
identified on the approved a&sc plan or added by the permitting authority.
SELF INSPECTION AND REPORTING REQUIREMENTS PER NGC 010000
1) Minimum self inspection and reporting requirements are as follows unless otherwise approved in writing by
the Division of Water Quality.
a) A rain gauge shall be maintained in good working order on the site unless another rain monitoring
device has been approved by the permitting authority.
b) A written record of the daily rainfall amounts shall be retained and all records shall be made available
to DWQ or authorized agent upon request (note. if no rainfall occurred, the Permittee must record
zero ).
c) Erosion and sedimentation control measures shall be inspected to ensure that they are operating
correctly. Inspection records must be maintained for each inspection event and for each measure. At a
minimum, inspection of measures must occur at the frequency indicated below.•
• All erosion and sedimentation control measures must be inspected by or under the direction of the
Permittee at least once every seven calendar days, and
• All erosion and sediment control measures must be inspected by or under the direction of the
Permittee within 24 hours after any storm event of greater than 0.50 inches of rain per 24 hour
period.
• Tunes when a determination that adverse weather conditions prevented inspections should be
documented on the inspection record.
d) Once land disturbance has begun on the site, stormwater runoff discharge out falls shall be inspected
by observation for erosion, sedimentation and other stormwater discharge characteristics such as
clarity, floating solids, and oil sheens. Inspections of the outfalls shall be made at least once every
seven calendar days and within 24 hours after any storm event of greater than 0.50 inches of rain per
24 hour period.
e) Inspections are only required to be made during normal business hours. When adverse weather
conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection can be
delayed until it is deemed safe to perform these duties. If the inspection cannot be done on that day,
it must be completed on the following business day.
fi Twenty-four hour reporting for visible sediment deposition
• The Permittee shall report to the Division of Water Quality central office or the appropriate regional
office any visible sediment being deposited in any stream or wetland or any noncompliance which
may endanger health or the environment (see section ix of this permit for contact information). Any
information shall be provided orally or electronically within 24 hours from the time the Permittee
became aware of the circumstances. Visible discoloration or suspended solids in the effluent should
be recorded on the inspection record as provided below.
• A written submission shall be provided to the appropriate regional office of the DWQ within 5 days
of the time the Permittee becomes aware of the circumstances. The written submission shall contain
a description of the sediment deposition and actions taken to address the cause of the deposition.
The Division of Water Quality staff may waive the requirement for a written report on a case -by -case
basis.
g) Records of inspections made during the previous 30 days shall remain on the site and available for
agency inspectors at all times during normal working hours, unless the permitting authority provides a
site -specific exemption based on uniqu
e site conditions that make this requirement not practical Older
records must be maintained for a period of one year after project completion and made available upon
request. The records must provide the details of each inspection including observations, and actions
taken in accordance with this permit The Permittee shall record the required rainfall and monitoring
observations on the inspection record for activities under stormwater general permit WCG010000"
form provided by the Division or a similar inspection form that is inclusive of all of the elements
contained in the Division's form. Electronic storage of records will be allowed if approved by the
Permitting Authority.
h) Inspection records must include, at a minimum, the following.
i) Control measure inspections. Inspection records must include at a minimum. -
Identification of the measures inspected,
• Date and time of the inspection,
• Name of the person performing the inspection,
• Indication of whether the measures were operating properly,
• Description of maintenance needs for the measure,
• Corrective actions taken and
• Date of actions taken.
j) Stormwater discharge inspections: Inspection records must include at a minimum:
• Identification of the discharge outfall inspected,
• Date and time of the inspection,
• Name of the person performing the inspection,
• Evidence of indicators of stormwater pollution such as oil sheen, floating or suspended solids or
discoloration,
• Indication of visible sediment leaving the site,
• Actions taken to correct/prevent sedimentation and
• Date of actions taken.
k) Visible sedimentation found outside the site limits: Inspection records must include.
• An explanation as to the actions taken to control future releases,
• Actions taken to clean up or stabilize the sediment that has left the site limits and
• The date of actions taken.
t) Visible sedimentation found in streams or wetlands: All inspections should include evaluation of streams or
wetlands onsite or offsite (where accessible) to determine if visible sedimentation has occurred.
m) Visible stream turbidity - if the discharge from a site results in visible stream turbidity, inspection
records must record that evidence and actions taken to reduce sediment contributions. Sites discharging
to streams named on the State's 303(D) list as impaired for sediment -related causes may be required to
perform additional monitoring, inspections or application of more -stringent management practices if it
is determined that the additional requirements are needed to assure compliance with the Federal or
State impaired -waters conditions. if a discharge covered by this permit enters a stream segment that is
listed on the impaired stream list for sediment -related causes, and a total maximum daily load (TMDL)
has been prepared for those pollutants, the Permittee must implement measures to ensure that the
discharge of pollutants from the site is consistent with the assumptions and meets the requirements of
the approved TMDL. The DWQ 303(D) list can be found at:
httc..//h2o.enr.state.nc.us/tmdVgenera! 303d htm/
6) All erosion and sedimentation control devices shall remain in place and be maintained by the Contractor until
all seeding is established and construction areas have been stabilized.
7) Temporary seeding - seed in accordance with Soil Conservation Service recommendations with regard to seed
type, rate of application, fertilizer, etc.
ANCHOR
DLASTIC LINER
VITH # 57
TONE
2" SAND
LINING -
PLAN PLASTIC LINER
BELOW GRADE
ANCHOR
PLASTIC LINER
WITH # 57
STONE
_mac
SECTION
A -A
NOTES:
1) ACTUAL LAYOUT TO BE DETERMINED IN FIELD.
2) THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30'
OF THE TEMPORARY CONCRETE WASHOUT FACILITY.
3) PIT CAPACITY IS A MIN. OF 6 CFT. PER 10 CYD. OF CONCRETE.
4) CONTRACTOR TO COORDINATE PROPER DISPOSAL OF CONCRETE
5) PLACE 2" OF SAND OVER PLASTIC LINER.
24 "x 48" PLYWOOD CONCRETE BLACK LETTERS
PAINTED WHITE -� "'N"0� 6" HIGH
3.0' " LAG SCREWS
3"x 3"x 8'WOOD POST
ot
3.
CONCRETE WASHOUT SIGN OR
EQUIVALENT
A CONCRETE WASHOUT PIT
C-10 N.T.S.
EG36
TRENCH
UPSTREAM END
OF STORM DRAIN
BURY BOTTOM -�- _J f EXTERIOR
PLYWOOD
OF PLYWOOD
00 OVERFLOW 1/3 PIPE
DIAMETER
i
f' EXTERIOR
PLYWOOD
- STEEL FENCE POST
OVERFLOW 1/3 PIPE
DIAMETER
WASHED STONE
FILTER INLET
ACROSS INLET
WASHED STONE FILTER, HARDWARE CLOTH -�
INLET ACROSS INLET
PLYWOOD INLET PROTECTION AND STONE FIL TER PROTECTION
N.T.S.
RIPRAP OUTLET PROTECTION
CONSTRUCTION SPECIFICATIONS
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES
SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE
SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL MAY ALSO
BE FILLED BY INCREASING THE RIPRAP THICKNESS.
2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON THE PLANS.
3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM
PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND
PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD
OVERLAP SO THE TOP LAYER IS ABOVE THE DOWNSTREAM LAYER A MINIMUM OF 1 FOOT. IF THE DAMAGE IS
EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER.
S. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE DIAMETER.
6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR, HIGHLY WEATHER -
RESISTANT AND WELL GRADED.
7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END. MAKE THE TOP OF THE RIPRAP AT
THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT.
8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY STRAIGHT
THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION
OF THE APRON.
9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION
MAINTENANCE
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS
TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED.
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
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DESIGN
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CHECK JSJ
PROJECT No.
2017161
DRAWING No.
w-3763
SCALE:
AS NOTED
SHEET No.
OF #
14E

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ZONE:�'� C-3 SELFSTORAGEBUILDING .'.'.'.'� . `{;.;.;�;.;.'.:.:.:.:.:.:. \1;`:,'.._ ,, ,.-• .i f�Ii
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- .. _DR M L_ KING g. BOULEVA> ® U.S=_1-�i�/Y NO 77,E
i,50.0* PUBLIC R.0) V✓. __.._. _...._ ..... ............
PLANTING SCHEDULE
SYMBOL
kEY
QTY
BOTANICAL. NAME
(COMMON NAME)
HEIGHT
5PREA0
CALIPER
CONT.
REMARIGS
G,ANOF Y TREES --imile, leader,
"
(�./
-
115
Shade Trees for Evergreen Screening
20, min.
15, avg.
2" min.
-
straight
symmetrical; full ® 50' oc
SHRUBS
-
546
Large shrub for Evergreen Screening
6' min.
-
-
-
Pull, Symmetrical: ® V oc
PLANTING NOTES:
7. ALL PLANTINGS SHALL COMPLY WITH CURRENT LOCAL ORDINANCES AND GUIDELINES.
2. ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND NURSERY PRACTICES AND SHALL MEET ALL
STANDARDS AS STATED IN THE LATEST EDITION OF AMERICAN STANDARD FOR NURSERY STOCK'
3. ALL PLANTS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN ASSOCIATION OF NURSERYMEN
AND SHALL BE VIGOROUS, HEALTHY MATERIAL FREE OF PESTS AND DISEASE.
4. THIS PLAN IS FOR PLANTING LOCATIONS ONLY AND ALL PLANT MATERIAL SHALL BE SPACED AND LOCATED PER PLAN.
HOWEVER, CONTRACTOR TO SLIGHTLY ADJUST PLANT LOCATIONS IN THE FIELD AS NECESSARY TO BE CLEAR OF
DRAINAGE SWALES AND UTILITIES. IF FOUND CONDITIONS VARY FROM THIS PLAN, CONTRACTOR TO CONTACT
OWNER OR LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO DO SO WILL RESULT IN CONTRACTOR'S LIABILITY
TO REPLACE PLANT MATERIALS.
5. PLANT MATERIAL ON THIS SITE MUST BE INSTALLED IN CONFORMANCE WITH THE GENERAL PLANTING NOTES AND
DETAILS ON THIS PLAN OR TO THE STANDARDS OF THE CITY OF NEW BERN.
6. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED PERMITS AND LICENSES TO PERFORM THE REQUIRED
WORK
7. REFER TO PLANTING DETAILS FOR ADDITIONAL PLANTING INFORMATION.
8. PLANT LIST QUANTITIES ARE PROVIDED FOR CONVENIENCE ONLY. IN THE EVENT OF QUANTITY DISCREPANCIES, THE
DRAWINGS SHALL TAKE PRECEDENCE.
9. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER OR LANDSCAPE
DESIGNER.
10. CONTRACTOR SHALL HAVE UTILITY COMPANY LOCATE ALL UTILITIES PRIOR TO DIGGING. CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL DAMAGES INCURRED BY HIS/HER WORK.
77. METHODS OF TREE STAKING INDICATED ON THE DRAWINGS ARE SUGGESTIONS ONLY. THE LANDSCAPE CONTRACTOR
SHALL USE WHATEVER METHOD HE DEEMS FIT, HOWEVER HE WILL BE HELD LIABLE FOR ANY DAMAGES CAUSED TO
TREES BY IMPROPER STAKING METHODS (OR ABSENCE OF STAKING) AND IS RESPONSIBLE FOR UPRIGHTING AND
REPLANTING TREES WHICH ARE BLOWN OVER.
72. ALL AREAS NOT SHOWN AS HARD SURFACES, PLANT BED, MULCHED OR UNDISTURBED AREAS, SHALL BE SEEDED OR
SODDED AS LAWN WITH "EMPIRE" ZOYSIA OR "CELEBRATION" BURMUDA GRASS.
13. ALL LANDSCAPE BEDS SHALL HAVE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES.
74. ALL PLANT BEDS SHALL BE TREATED WITH PRE -EMERGENT WEED CONTROL (I.E. TREFLON GRANULES).
15. VERIFICATION OF TOTAL QUANTIES AS SHOWN ON THE PLANT LIST SHALL BE THE RESPONSIBILITY OF THE PLANTING
CONTRACTOR, AND THE TOTAL QUANTITIES SHALL BE REQUIRED ON THE PLANTING PLAN.
16. OWNERS SHALL MAINTAIN ALL PLANT BEDS AND PLANT MATERIAL IN GOOD HEALTH, AND ANY DEAD, UNHEALTHY OR
MISSING PLANTS SHALL BE REPLACED WITH THE SAME PLANT MATERIAL ORIGINALLY SPECIFIED ON THIS PLAN
17. IRRIGATION OR A READILYAVAILABLE WATER SUPPLY SHALL BE PROVIDED TO PLANTED AREAS.
0 RECOMMENDED TREES AND SHRUBS:
SHADE TREE FOR EVERGREEN SCREENING
-RECOMMENDED
-LOBLOLLY PINE
-OTHER SUITABLE OPTIONS
-SOUTHERN MAGNOLIA
-LIVE OAK
-DEODARA CEDAR
LARGE SHRUBS FOR EVERGREEN SCREENING
-RECOMMENDED
-PRIVET
-OTHER SUITABLE OPTIONS
-RED TIP PHOTINIA
-WAX-MYRTLE
-YAUPON
-FORMOSA AZALEA
-EUONYMUS
-ELEAGNUS
-OSMANTHUS
-ASSORTED HOLLYSPECIES
CALL BEFORE YOU DIG!
WWW.NC811.ORG
N.C. ONE -CALL CENTER
IT'S THE LAW!
50' 0 25' 50'
SCALE: 1 inch = 50 ft
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JULY 13, 2018
SURVEY - DRAFT TN/SC
DESIGN JSJ CHECK JSJ
PROJECT No. 2017161
DRAWING No. w 3763
SCALE: AS NOTED
SHEET No. OF #
C11
-`

REVISIONS:
_
CONTAINER STOCK: REMOVI
CONTAINER AND L005EN ROOTBAL.
PRIOR TO IN5TALLATI01
BACKFILL MIXTURE (REFER TO SPECS)
PLACE IN 12" LIFTS 4 THOROUGHLY
WATER BETWEEN LIFTS
TAMP SOIL AROUND ROOT BALL BASE
FIRMLY WITH FOOT PRESSURE 50 THAT
ROOT BALL DOES NOT SHIFT.
EXCAVATE 2X ROOT BALL DIAMETE
PLACE BACKFILL MIXTURE IN 12" LIF'
* THOROUGHLY WATER BETWEEN LIFT...
O
SET ROOT BALL
FLUSH WITH FINISH GRADE —
TRIPLE SHREDDED HARDWOOD
BARK MULCH (NON -DYED) MIN
4"D. DO NOT PLACE MULCH IN
CONTACT WITH THE TREE TRUNK.
EXCAVATE 2X ROOT BALL
DIAMETER. PLACE BACKFILL
MIXTURE IN 12" LIFTS &
THOROUGHLY WATER BETWEEN
LIFTS.
O
SELECTIVELY THIN ALL BRANCHING TO REMOTE
DISCOLORED FOLIAGE MAINTAIN PLANT SHAPE
TRIPLE SHREDDED HARDWOOD BARK MULCH (NON
-DYED) MIN 412. DO NOT PLACE MULCH IN
CONTACT WITH THE TRUNK. TOP OF ROOTBALL
SHALL BE I" - 2" ABOVE SURROUNDING FIN. GRADE
REMOVE BURLAP FROM TOP 1/5 OF ROOTBALL
CREATE 5" WATER SAUCER FOR INDIVIDUALLY
PLANTED SHRUBS, CREATE MULCHED BEDS
FOR MA55 PLANTING
UNDISTURBED
5UBIl:=
�l 11 1 0,111 :1 � wili=F
NTS
NOTE:
TREES SHALL BE STAKED ONLY
IF DIRECTED BY THE OWNER.
v EACH TREE MUST BE PLANTED SUCH THAT THE
TRUNK FLARE IS VISIBLE AT THE TOP OF THE
ROOT BALL. TREES WHERE THE TRUNK FLARE
IS NOT VISIBLE SHALL BE REJECTED. DO NOT
COVER THE TOP OF THE ROOT BALL WITH SOIL.
1 MULCH RING 8' DIA.
NTS
4" HIGH TOPSOIL SAUCER BEYOND EDGE
OF ROOT BALL.
REMOVE ALL TWINE, ROPE, WIRE AND
3RLAP FROM TOP HALF OF THE ROOT BALL.
THE PLANT IS SHIPPED WITH A WIRE BASKET AROUND
IE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES
4D FOLD DOWN 8" INTO PLANTING HOLE.
T BALL ON UNEXCAVATED OR TAMPED SOIL.
,NROUND ROOT BALL BASE FIRMLY
WITH FOOT PRESSURE SO THAT ROOT BALL
DOES NOT SHIFT.
+ + - + - + - + + INSTALL 2" OF MULCH UPON REMOVAL
+ + + + + + + + + OF TREE PROTECTION FENCING
+ + + + + + + + + +
+ + + + + + + + + + +
+ + + + + + + + + + + + + +
+ + + + + + + + + + + + + +
+ + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + +
+ + ++++++++++++++++++
+ + + + +
+ +
++++++++++++++
+ +
+ +
+ + + + +
+ + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + +
+++++++++++++++++++
++++++++++++++++++++
++Z++++++++++++++++++
+++++++++++++
+++++++++++++++
+++++++++++++++
+++++++++++++++
+++++++++++++
+ ++ + + + + + + ... + + + +
+ + + + + + + + + + + + +
++ + + + + + + + + + + +
+ + + + + + + + + + +
+ + + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + + + + + + + + + + + + +
NOTE
77-E CRITICAL ROOT ZOAE (CRZ OF A TREE IS WI IERE
TI-E MAJORITY OF A NEE'S ROOTS LAY. 859 OF MOST
TREE ROOTS ARE FOUND N TI-E TOP 24' OF TFE SOIL
AND SLm'PLY T}-EE MAJORITY OF X TRENTS AND WATER.
GENERALLY, ROOTS SPREAD OUT 2-3X TF-EE I E/GNT OF
THE TREE
NO EXCAVATION, TRENCWNG, TILLN
GRUBBNG, V54CLE, OR EOLNPMBNT
STORAGE WIT{-!W LIMITS OF TREE
PROTECTION FENCNG.
O
PLAN
TREE
TEMPORARY CONSTRUCTION FENCING
STAKES
NOTES:
l PROTECT CRITICAL ROOT ZOf\E (CRZ) OF TREES PRIOR TO
CONSTRUCTION. CLEARLY MARK TI-E TREES AND ERECT A
PROTECTIVE BARRIER AT TI-EE CRZ. BARRER SHALL BE MANTAAI
LNTIL CONSTRUCTION IS COMPLETE
2 2 FT X 2 FT SIGNS CONTAAM 77-E FOLLOWNG LANGUAGE: 'TREE
PROTECTION AREA, DO NOT ENTER - PARA P207ECCIOIV DE LOS
STAKES
ORANGE SAFETYr OR ORANGE
SLFPO27E0 :
CARE SNALL BETO • / DAMA GE TO • •
•,/
, E/I • I • •/ 02 /
/ SRACN3 AS SNOWN/
/ AS AECESSARY
STAKES
BEAEA T14 TREES NO VE141CLE S14AU BE ALLOWED TO PARK L#I
FENCE EXTEVOIS
TO ►P- LAE
SFCT10q•
TREE PROTECTION FENCE
NTS
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JULY 13, 2018
SURVEY
-
DRAR TN/SC
DESIGN
JSJ
CHECK JSJ
PROJECT No.
2017161
DRAWING No.
w 3763
SCALE:
AS NOTED
SHEET No.
OF #
C12