20061804 Ver 11_Site Plan_20150803

RIVER DELL EAS I POD
FLOWERS PLANTATION
-
PHASE 0'-.,\-E
JOHNSTON COUNTY, NORTH CAROLINA
GOVERNING AGENCIES.
PLANNING:
UTILITY AGENCIES=
WATER & SEWER:
INDEX
JOHNSTON COUNTY
AQUA NORTH CAROLINA
202 MacKENAN COURT
FLOWERS PLANTATION
MAX BUILDING HEIGHT:
PLANNING DEPARTMENT.
309 E. MARKET STREET
CARY, NORTH CAROLINA 27511
COVER
COVER SHEET
SMITHFIELD, NC 27577
CONTACT: PEGGY SUE DODGE (OFFICE)
CE -01
RIVER DELL EAST PHASE ONE SUBDIVISION
CONTACT: MR. BERRY GRAY
(919) 989 -5150
919.653.6963
JACKIE JACKSON (FIELD)
`'E -02
RIVER DELL TOWNES AVE. PLAN & PROFILE
BERRY. GRAY®,JOHNSTONNC.COM
919.624.2348
CE -03
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RIVER DELL STREET A PLAN & PROFILE
JO�,�' ' }�',�' �U; T
NATURAL GAS
PIEDMONT NATURAL GAS
CE -04
EROSION & SEDIMENTATION CONTROL PLAN
PUBLIC UTILITIES
DUDLEY, NC POINTS 28333 0AD
CE -05
EROSION CONTROL NOTES AND DETAILS
PO BOX 2263
309 E. MARKET STREET
MR. MARCUS THOMPSON
CE -06
EROSION CONTROL NOTES AND DETAILS
SMITHFIELD, NC 27577
(919) 920 -0257
CE-07
BIORETENTION DETAILS
CONTRACT: MRS. CHANDRA COATS
(919) 209 -8333
ELECTRIC
CE -08
RIVER DELL EAST PHASE ONE - GRADING PLAN
CHANDRA. COATSOJOHN STON N C.COM
DUKE ENERGY
P.O. BOX 1551
D -09
AQUA UTILITY DETAILS 1
EROSION CONTROL:
RALEIGH, N.C. 27602 -1551
JOHNSTON COUNTY
D -02
AQUA UTILITY DETAILS 2
PUBLIC UTILITIES
MR. JOHNNY HOUSE
(919) 269 -2548
PO BOX 2263
309 E. MARKET STREET
SMITHFIELD, NC 27577
CONTACT: MR. CARLOS BAGLEY, PE
(919) 209 -8333
CAR LOS. B AG LEYO.I OH N S TON N C. COM
LOCATION:
RIVER DELL EAST PHASE I
SIDE YARD
POD 12
REAR YARD
FLOWERS PLANTATION
MAX BUILDING HEIGHT:
JOHNSTON COUNTY, NC
PROPOSED LOT COUNT-.
34 LOTS PHASE ONE
COUNTY:
JOHNSTON
PIN:
169900 -48 -7158
DB /Pr
1247/634
ZONING-
FLOWERS PLANTATION PUD
ACREAGE-
±21.19 AC. - ENTIRE PARCEL
±13.98 AC. - PHASE ONE
PROPOSED USE-
RESIDENTIAL
SETBACKS:
FRONT YARD
20'
SIDE YARD
5'
REAR YARD
15'
MAX BUILDING HEIGHT:
N/A
EX. IMPERVIOUS AREA 0.00 Ac.
PRO. IMPERVIOUS AREA ±3.91 Ac. (18.45 %)
LANDSCAPE AREA -1:17.28 Ac. (81.55 %)
DISTURBED AREA 12.20 Ac.
BEFORE YOU DIG,
CALL
o�0
NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
14
"SITE"
VICIN17 Y MAP
NOT TO SCALE
General Notes:
1. TOPOGRAPHICAL DATA PERFORMED BY TRUE LINE SURVEYING.
2. THE CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OF FIRMS HAVING FACILITIES ON OR ADJACENT TO THE
SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. THE OWNER SHALL PAY ALL
COSTS IN CONNECTION WITH ALTERATION OF OR RELOCATION OF ANY EXISTING FACILITIES.
3. ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED.
4. ALL STRUCTURAL FILL MATERIAL SHALL BE FREE OF ALL STICKS, ROCKS, AND CLUMPS OF MUD.
5. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF -SITE BY THE
CONTRACTOR IN AN APPROVED SOLID WASTE LANDFILL.
6. PROPOSED ROADWAY CONSTRUCTION WITH WATER AND SEWER. STREETS TO HAVE STANDARD 30" VALLEY CURB. PRIVATE STREETS.
7. THERE IS EXISTING UNDERGROUND WATER SEWER ELECTRICAL OR FIBER OPTIC ON -SITE OR WITHIN CLOSE PROXIMITY. CONTRACTORS
SHALL CALL 811 48 HOURS PRIOR TO DIGGING. CONTRACTORS SHALL DIG WITH EXTREME CAUTION.
8. CONCRETE SUB SHALL BE RESPONSIBLE FOR ALL SCORE JOINTS AND EXPANSION JOINTS. CONTRACTOR TO SUBMIT PROPOSED SCORE JOINT
PLAN TO THE ENGINEER PRIOR TO POURING.
9. CONTRACTOR TO FURNISH ALL PAVEMENT MARKINGS AS SHOWN.
10. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND MUST BE FIELD VERIFIED. CONTACT THE NC ONE CALL CENTER AT LEAST 72
HOURS PRIOR TO DIGGING ® 811. TRUE LINE SURVEYING HAS ONLY LOCATED THE UTILITIES THAT ARE ABOVE GROUND AT THE TIME OF
FIELD SURVEY. UNDERGROUND LINES SHOWN HEREON ARE APPROXIMATE OR AS REPORTED BY VARIOUS RESPONSIBLE PARTIES. THE
SURVEYOR DOES NOT GUARANTEE THAT ANY UNDERGROUND STRUCTURES SUCH AS UTILITIES, TANKS AND PIPES ARE LOCATED HEREON.
11. ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE.
12. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND /OR LOCAL STANDARDS IMPOSED BY LOCAL UTILITY, NCDOT,
JOHNSTON COUNTY, AND FLOWERS PLANTATION.
13. ALL CONSTRUCTION AND MATERIALS SHALL MEET JOHNSTON COUNTY, AQUA, AND NCDOT SPECIFICATIONS AND STANDARDS, LATEST EDITION.
ALL WORK WITHIN NCDOT RIGHT -OF -WAY SHALL MEET THE SPECIFICATIONS AND STANDARDS OF NCDOT.
14. ALL CONCRETE PIPE IS TO BE ASTM C -76, CLASS III WITH RAM -NEK, UNLESS OTHERWISE NOTED.
15. THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD ZONE.
16. WETLANDS AND PONDS ARE DENOTED ON -SITE. NO IMPACTS TO WETLANDS ARE ANTICIPATED.
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT RIGHT -OF -WAY. ALL
SIGNS, PAVEMENT MARKINGS AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD), LATEST EDITION.
18. PRIOR TO PLACING CABC STONE BASE, THE CONTRACTOR SHOULD NOTIFY THE PROJECT ENGINEER TO INSPECT AND PROOF ROLL THE
SUBGRADE. ANY STONE PLACED WITHOUT PRIOR APPROVAL WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
19. DESIGN FIELD CONDITIONS QUITE EASILY MAY VARY FROM THAT REPRESENTED IN THE INITIAL SOILS REPORT AND/OR TOPOGRAPHICAL
REPORT /ISOLATED AREAS MAY SHOW UP WEAK AND ADVERSE SOILS OR GROUNDWATER CONDITIONS MAY BE DISCOVERED THAT WERE NOT
REVEALED DURING THE INITIAL SOILS INVESTIGATION. THEREFORE, THE OWNER /CLIENT IS TO BE AWARE THAT STOCKS ENGINEERING WILL
NOT AND CANNOT BE HELD RESPONSIBLE FOR ANY FAILURES TO EITHER A STREET OR PARKING LOT PAVEMENT DESIGN UNLESS WE CAN
BE FULLY AND TOTALLY INVOLVED IN THE CONSTRUCTION PROCESS WHICH MAY INCLUDE, BUT MAY NOT NECESSARILY BE LIMITED TO,
TESTING SUBGRADE AND BASE DENSITY, ENGAGING THE DESIGN ENGINEER FOR THE EVALUATION OF THE SUBGRADE AND FOR THE
OBSERVATION OF PROOF ROLLING SUBGRADE AND BASE AT VARIOUS STEPS OF CONSTRUCTION, OPPORTUNITY FOR THE DESIGN ENGINEER
TO CALL IN A SOILS ENGINEER FOR CONSULTATION AND ADVICE ETC. - STEPS WHICH TAKEN ALTOGETHER WITH THE INITIAL DESIGN
SHOWN ON THE PLANS, CONSTITUTE THE COMPLETE DESIGN OF THE ROAD, STREET OF PARKING AREA (PRIVATE OR PUBLIC). THE DESIGN
ENGINEER MUST BE GIVEN THE FULL LATITUDE AND OPPORTUNITY TO COMPLETE THE DESIGN BY FULLY PARTICIPATING IN THE
CONSTRUCTION PROCESS. PLAN DESIGN IS A SMALL PORTION OF THE DESIGN AND CANNOT BE SEPARATED FROM THE CONSTRUCTION
PROCESS IF THE OWNER'S /CLIENT'S DESIRE IS TO HAVE THE DESIGN ENGINEER STAND BEHIND THE COMPLETED DESIGNED PROJECT.
20. ALL UTILITY SERVICES, (POWER, TELEPHONE, CABLE, ETC.) ARE PROPOSED TO BE UNDERGROUND. DO NOT SOD, SEED OR MULCH
DISTURBED AREAS UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED.
21. SITE LIGHTING IS TO BE INSTALLED BY DUKE ENERGY.
22. PROPERTY IS TO BE SERVED BY AQUA (WATER & SEWER), EXISTING MAINS ARE INSTALL. ALL SERVICES PROPOSED ARE SERVICE TAPS.
23. THE BUILDING SETBACK LINES SHOWN ON THIS PLAT ARE FOR THE ENGINEER'S USE IN ESTABLISHING MINIMUM LOT FRONTAGES AT THE
SETBACK LINE AND FOR RESERVING SUFFICIENT BUILDING AREA. BUILDING CONTRACTORS ARE TO VERIFY LOT LINE SETBACKS BEFORE
SETTING FORMS OR DIGGING FOOTINGS. THERE ARE NO AGENCY IMPOSED SETBACK LINES AT FLOWERS.
24. REGULATORY SIGNS, STOPS SIGNS AND ADA SIGNS SHALL BE MANUFACTURED FROM HIGH INTENSITY REFLECTIVE MATERIALS.
25. ALL EXCESS TOPSOIL AND UNCLASSIFIED EXCAVATION IS TO BE HAULED OFF -SITE, UNLESS OTHERWISE DIRECTED BY THE OWNER.
26. ALL SITE CONSTRUCTION MUST BE INSPECTED BY THE PROJECT ENGINEER AT THE FOLLOWING STAGES:
A. COMPLETION OF GRADING SUBGRADE PRIOR TO PLACING STONE BASE.
B. COMPLETION OF STONE PLACEMENT PRIOR TO PAVING.
C. FINAL INSPECTION WHEN ALL WORK IS COMPLETE.
27. THE SURVEYOR DID NOT VISIBLY SEE ANY CEMETERIES IN ANY OPEN AREAS UNLESS OTHERWISE NOTED.
28. THIS PROPERTY DOES NOT DEPICT ENCUMBRANCES THAT ARE FOUND DURING A THOROUGH TITLE SEARCH.
29. ALL HVAC UNITS FOR THE PROPOSED BUILDING WILL BE SCREENED FROM PUBLIC RIGHT OF WAY.
30. ALL CURB AND GUTTER TO BE 30" STANDARD VALLEY CURB AND GUTTER. ALL CURB AND GUTTER WITHIN NCDOT R/W SHALL BE 30"
STANDARD CURB AND GUTTER.
31. ALL CURB AND GUTTER AND SIDEWALK CONCRETE IS TO BE MINIMUM 3,000 PSI AT 28 DAYS, AIR ENTRAINED.
32. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS INDICATED OTHERWISE.
33. PROVIDE HANDICAP SIGNS, MARKING AND RAMPS AS SHOWN.
34. HANDICAP RAMPS ARE TO MEET "ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES" AS DETAILED IN THE FEDERAL REGISTER,
VOLUME 56, NUMBER 144 DATED JULY 26, 1991, RULES AND REGULATIONS ACTIVATED JANUARY 26, 1992. FOR ADDITIONAL INFORMATION,
REFER TO THE NC STATE BUILDING CODE VOLUME 1 -C, "MAKING BUILDINGS AND FACILITIES ACCESSIBLE TO THE USEABLE BY THE
PHYSICALLY HANDICAPPED ", 1991 EDITION. ALL STREET RETURNS TO HAVE H.C. RAMPS. H.C. RAMPS SHALL MEET CITY OF CLINTON AND
NCDOT STANDARDS /SPECIFICATIONS.
35. CONTRACTOR SHALL NOT POUR ANY CONCRETE BEFORE FORMS ARE INSPECTED BY THE PROJECT ENGINEER AND /OR OWNER. ANY
CONCRETE THAT HAS NOT BEEN APPROVED BY THE ENGINEER AND /OR OWNER WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.
Owner /Develo p er-
The Riverdell Company
4880 NC 42 East
Clayton, NC 27520
Contact Rebecca Flowers
919.553.3084 (v)
Representative= Cary Chandler
919.427 -5466 (c)
caryoflo wersplan to tion. com
FOR GOD SO LOVED THE WORLD THAT HE GAVE HIS ONLY BEGOTTEN SON, THAT WHOSOEVER BELIEVETH IN HIM SHALL NOT PERISH, BUT HAVE EVERLASTING LIFE. JOHN 3:16
36.ALL AREAS NOT COVERED BY BUILDING OR PARKING SHALL BE COVERED WITH 4" MINIMUM OF TOPSOIL, FREE OF ROOT MATTER
AND ROCKS AND GRASSED.
37.CONTRACTOR SHALL SAW -CUT TO PROVIDE SMOOTH TRANSITIONS WHERE EXISTING ASPHALT AND /OR CURB AND GUTTER IS TO
BE REMOVED.
38.THE CONTRACTOR SHALL PROVIDE ALL THE MATERIAL AND APPURTENANCES NECESSARY FOR THE COMPLETE INSTALLATION OF
THE UTILITIES. ALL PIPE AND FITTINGS SHALL BE INSPECTED PRIOR TO BEING COVERED.
39.ALL HANDICAP SPACES ARE TO RECEIVE A HANDICAP SIGN AND HANDICAP SYMBOL PAINTED ON THE ASPHALT. NOTE STALLS TO
RECEIVE `VAN ACCESSIBLE' SIGNAGE.
40.THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF PRECISE BUILDING
DIMENSIONS AND EXACT UTILITY ENTRANCE POINTS.
41.INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD CONDITIONS WHEN
POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL EXISTING UTILITIES BY DIGGING
TEST PITS BY HAND AT ALL UTILITY CROSSINGS WELL IN ADVANCE OF TRENCHING. IF THE CLEARANCES ARE LESS THAN
SPECIFIED ON THE PLANS OR 12 INCHES, WHICH EVER IS LESS, CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH
CONSTRUCTION.
42.THE CONTRACTOR SHALL INCLUDE IN HIS CONTRACT PRICE THE REMOVAL AND DISPOSAL OF ANY EXCESS TOPSOIL /UNCLASSIFIED HE
DETERMINES IS NOT REQUIRED TO PERFORM THE FINAL GRADING AND LANDSCAPING OPERATION.
43.THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED /NECESSARY SHEETING, SHORING,
AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS
PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THE DRAWINGS. THE OWNER, SAMPSON COUNTY, CITY OF CLINTON
& STOCKS ENGINEERING ACCEPT NO RESPONSIBILITY FOR THE DESIGN TO INSTALL SAID ITEMS.
44.THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE DAILY RECORD KEEPING OF THE AS -BUILT CONDITION OF ALL OF
THE UNDERGROUND UTILITIES, CONSTRUCTION STAKEOUT ASSOCIATED WITH THE PROJECT.
45.ALL WATER LINE AND SEWER LINE INSTALLATION SHALL CONFORM TO THE STANDARDS AND DETAILS OF THE STATE OF NORTH
CAROLINA DEPARTMENT OF HEALTH CONSTRUCTION PERMIT, JOHNSTON COUNTY AND /OR AQUA.
46.ASPHALT PAVEMENT SHALL BE SMOOTH, WITH STRAIGHT OVERLAPPING SEAMS, FREE OF SEGREGATION, STAINS, BIRD BATHS, AND
IMPERFECTIONS. ASPHALT PATCHING, SKIN PATCHES, OR RE- HEATING AND ROLLING WILL NOT BE ALLOWED. AREAS THAT ARE
NOT ACCEPTABLE TO THE OWNER /ENGINEER WILL BE SAWCUT AND REMOVED. NO PATCH SMALLER THAN 200 SF WILL ALLOWED
AND THE SAWCUTS MUST FALL ON A PAINT LINE OR EXISTING SEAM.
47.THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ALL MATERIAL AND LABOR ASSOCIATED WITH THE TESTING OF THE
WATER AND SEWER LINES REQUIRED BY THE STATE OF NORTH CAROLINA DEPARTMENT OF HEALTH & AQUA.
48.THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DE- WATERING NECESSARY TO CONSTRUCT THE PROJECT AS
SHOWN ON THE PLANS.
49.NATURAL GAS IS AVAILABLE. COORDINATE INSTALLATION WITH PEIDMONT NATURAL GAS.
50.TESTING BY CONTRACTOR: CONTRACTOR SHALL EMPLOY AT HIS EXPENSE AN OUTSIDE INDEPENDENT SOIL TESTING SERVICE
(APPROVED BY THE OWNER) TO PERFORM SOIL TESTING AND INSPECTION SERVICE FOR QUALITY CONTROL TESTING DURING
EARTHWORK OPERATIONS. COPIES OF RESULTS OF TESTS SHALL BE SUBMITTED BY THE TESTING SERVICE DIRECTLY TO THE
CONTRACTOR, THE OWNER, AND THE STRUCTURAL ENGINEER. - -THE TESTING SERVICE WILL CLASSIFY PROPOSED ON -SITE
AND BORROW SOILS TO VERIFY THAT SOILS COMPLY WITH SPECIFIED REQUIREMENTS AND TO PERFORM REQUIRED FIELD AND
LABORATORY TESTING. (MINIMUM REQUIRED SOIL BEARING CAPACITY IS NOTED ON THE STRUCTURAL DRAWINGS). - -IN PAVED
AND BUILDING SLAB AREAS, THE TESTING SERVICE SHALL MAKE AT LEAST ONE FIELD DENSITY TEST FOR EACH 2000 SQUARE
FEET OF FILL IN EACH COMPACTED FILL LAYER. IF A TEST SHOULD FAIL TO MEET REQUIRED DENSITY, THE CONTRACTOR SHALL
RE- COMPACT THAT LAYER. THE SOIL TESTING SERVICE SHALL PERFORM ADDITIONAL TESTS AT THE CONTRACTOR'S EXPENSE TO
SHOW THAT THE FAILED LAYER HAS REACHED THE REQUIRED COMPACTION. - -IN FOUNDATION WALL AREAS, THE TESTING
SERVICE SHALL MAKE AT LEAST ONE FIELD DENSITY TEST FOR EACH 100 FEET OR LESS OF WALL LENGTH OF FILL IN EACH
COMPACTED FILL LAYER, WITH NO LESS THAN TWO TESTS ALONG A WALL FACE. IF A TEST SHOULD FAIL TO MEET REQUIRED
DENSITY, THE CONTRACTOR SHALL RE- COMPACT THAT LAYER. THE SOIL TESTING SERVICE SHALL PERFORM ADDITIONAL TESTS AT
THE CONTRACTOR'S EXPENSE TO SHOW THAT THE FAILED LAYER HAS REACHED THE REQUIRED COMPACTION.
51.COMPACTION: COMPACT EACH LIFT OF BACKFILL AND FILL SOIL MATERIALS AND THE TOP 12" OF SUBGRADE IN CUT AREAS TO
98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 FOR STRUCTURES, SLABS, AND PAVEMENTS AND 90% OF MAXIMUM
DENSITY FOR LAWNS OR UNPAVED AREAS. FOR WATER AND SEWER LINES INSTALLED IN NON -PAVED AREAS, COMPACT TO A
MINIMUM OF 95% OF MAXIMUM DRY DENSITY.
52.THE BUILDING CONTRACTOR AND THE SITE WORK CONTRACTOR ARE TO COORDINATE THE INSTALLATION OF DRAINAGE PIPES
AROUND THE BUILDING STRUCTURE.
53.ANY RELOCATION OF EXISTING UTILITIES WILL BE AT THE COST OF THE OWNER. THE WILL NOT ACCEPT
RESPONSIBILITY FOR DAMAGES TO CURB AND GUTTER OR STREET IMPROVEMENTS INSTALLED PRIOR TO UNDERGROUND SERVICES,
NOR WILL THE CITY ABSORB THE COST FOR BORINGS TO INSTALL UNDERGROUND SERVICE, PAVEMENT PATCHING OR DAMAGE TO
LANDSCAPING. THESE WILL BE THE RESPONSIBILITY OF THE DEVELOPER /OWNER.
54.FIRE DEPARTMENT VEHICULAR ACCESS TO ALL STRUCTURES UNDER CONSTRUCTION SHALL BE PROVIDED AT ALL TIMES. IN AREAS
WHERE GROUND SURFACES ARE SOFT OR LIKELY TO BECOME SOFT, HARD ALL WEATHER SURFACE ROADS SHALL BE PROVIDED
AND MAINTAINED.
55.ADDRESS NUMBERS, BOTH COMMERCIAL AND RESIDENTIAL, MUST BE POSTED ON THE FRONT OF THE STRUCTURE NEAREST TO
THE MAIN ENTRANCE IN A POSITION TO BE PLAINLY LEGIBLE, VISIBLE, AND UNOBSTRUCTED FROM THE STREET OR ROAD
FRONTING THE PROPERTY.
56.DISTURBED AREA IS OVER 1 ACRE AND A FORMAL SEDIMENTATION & EROSION CONTROL PLAN APPROVAL WAS REQUIRED
AS A CONDITION OF CONSTRUCTION PLAN APPROVAL. THE SEDIMENTATION & EROSION CONTROL PLAN PROVIDED SHOULD BE
REGARDED AS MINIMUM REQUIREMENTS; ADDITIONAL MEASURES SHALL BE PUT IN PLACE AS NEEDED TO ENSURE THAT NO
SEDIMENT IS RELEASED FROM THE SITE.
57.(CONSTRUCTION /SITE PLANS) WATER AND SEWER PERMIT APPLICATIONS HAVE BEEN APPROVED BY THE DENR. PERMIT NUMBERS
ARE AS FOLLOWS:
WATER PERMIT NUMBER: TO BE DETERMINED
SEWER PERMIT NUMBER: TO BE DETERMINED
58.COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON SITE IN A PERMIT BOX THAT IS CONSPICUOUSLY LOCATED
AND EASILY ACCESSIBLE DURING CONSTRUCTION. THIS INCLUDES APPROVED CONSTRUCTION PLANS, APPROVED EROSION CONTROL
PLANS, ENCROACHMENT AGREEMENTS, DRIVEWAY PERMITS, WATER /SEWER PERMITS, ETC.
59.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NCDOT, JOHNSTON COUNTY, AQUA AND NCDENR STANDARDS
AND SPECIFICATIONS.
60.MAINTAIN MINIMUM 3' COVER FOR ALL WATER PIPE.
61.WHERE WATERLINE CROSSES:
A. SANITARY SEWER: WATERLINE SHALL CROSS ABOVE AND MAINTAIN 2' VERTICAL SEPARATION OR 10' OF HORIZONTAL
SEPARATION. IF THIS SEPARATION CANNOT MAINTAIN OR IF WATERLINE PASSES BELOW SEWER LINE THEN BOTH WATERLINE AND
SEWER LINE SHALL BE CLASS 50 DUCTILE IRON PIPE FOR A MINIMUM OF 10' EACH SIDE OF CROSSING.
B. STORM SEWER: WHERE WATERLINE CROSSES ABOVE MAINTAIN 1' VERTICAL SEPARATION, WHERE WATERLINE CROSSES BELOW
MAINTAIN 2' VERTICAL SEPARATION. IF THIS SEPARATION CANNOT BE MAINTAINED WATERLINE SHALL BE CLASS 50 DUCTILE IRON
PIPE FOR MINIMUM OF 10' EACH SIDE OF CROSSING.
62.WHERE SANITARY SEWER CROSSES STORM MAINTAIN 2' SEPARATION. IF THIS SEPARATION CANNOT BE MAINTAINED SANITARY
SEWER SHALL BE CLASS 50 DUCTILE IRON PIPE FOR MINIMUM OF 10' EACH SIDE OF CROSSING. 63.REFERENCE NC 15A, 18C,
.0906 FOR ADDITIONAL CROSSING INFORMATION. THIS CRITERIA SHALL BE MET AT ALL CROSSINGS.
Civil Engineering=
Stocks Engineering, P.A.
1100 Eastern Ave.
P.O. Box 1108
Nashville, NO 27856
252.459.8196 (v)
252.903 -6891 (c)
Contact: Mike Stocks, PE
mstocksestocksengineering.com
Sur ve ying=
True Line Surveying, P.C.
205 West Main St.
Clayton, North Carolina 27520
919.3590427 (v)
Contact- Curk Lane, PLS
curko truelinesurveying. com
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FILE NO. 2014 -043
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COVER

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11 i '--8" CABC
COMPACTED SUBGRADE - PREPARE
IN ACCORDANCE WITH GEOTECHNICAL
REPORT.
ROLL CURB CROSS SECTION
LOCATION RIVER DELL "SITE"
SKETCH ELEMENTARY
SCHOOL
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Any discrepancies in layout should be brought to the Engineer's
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100
2.
Written dimensions supercede scaled dimension. All dimensions are
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edge of pavement or face of curb, unless noted otherwise.
3.
All materials, installation, testing and inspection of water and sewer
_- SS --��
0.17 Ac.
utilities to meet current Johnston County standards.
-�
4.
All streets noted as "PUBLIC" shall meet NCDOT minimum standards
In 1
for subdivision streets. All other shall meet the criteria shown.
12
5.
All lots to be served by public water and public sewer.
6.
A 10' utility, drainage and road maintenance easement is reserved
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along and adjacent to all street right of ways.
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7.
Flared end sections are to be used on both inlet and /or outlet ends of
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storm sewer unless otherwise noted.
8.
Fire hydrants are to be installed as shown on plans.
9.
Maintain minimum 3' cover for all water pipe.
10.
Waterline pipe shall be C -900 class 200 PVC unless otherwise noted
and installed a minimum of 4' off edge of pavement.
11.
Corporation stops shall be rated a minimum of 300 PSI.
12.
Where Waterline Crosses:
A. Sanitary Sewer: Waterline shall cross above and maintain 2'
vertical separation or 10' of horizontal separation. If this separation
�-
cannot maintain or if waterline passes below sewer line then both
waterline and sewer line shall be class 50 ductile iron pipe for a
minimum of 10' each side of crossing.
6
B. Storm Sewer: Where waterline crosses above maintain V vertical
separation.
If this separation cannot be maintained or where waterline and /or
sanitary sewer crosses below storm sewer, waterline and /or sanitary sewer shall
be class 50 ductile iron pipe for minimum of 10' each side of crossing.
\
13.
All gravity sewer line is SDR 35 PVC except as follows: All sewer line
\\ ,
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less than 3' deep or greater than 14' deep shall be minimum class 50
\\
ductile iron.
,
14.
Each prime contractor performing excavations or underground work
\
shall be responsible for the location of any existing utilities in the area
of their work. Notify the utility locator service (1- 800 - 632 -4949) at least
\
48 hours prior to commencing construction in order that existing
\
utilities in the area may be flagged and staked. Contractor shall use
all care necessary when working in areas known or suspected to
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contain underground utilities, including hand digging.
\
15.
The contractor is responsible for relocating any existing utilities that
\
conflict with the proposed construction. In addition, the contractor is
�$ \\
responsible for repair and replacement of any utilities, curb and gutter,
pavement, etc. that may be damaged during construction. Damaged
items shall be repaired to at least the quality of the original
( \
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workmanship. The contractor shall field verify depth of existing utilities
/
( \
and relocate if proposed grading causes utility cover to be less than
( \
\
minimum required.
(
16.
All temporary erosion control measures shall be inspected after each
1 \
rain event and necessary repairs shall be done as required.
,
17.
Each lot shall have a 4" sewer service at the center of the lot and a
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3/4" water service.
t\ I \\ 1
18.
Water services are to be "ganged" where possible. Where "ganged"
service crosses under the road, the line must be 1". All service pipe
under roads shall be sleeved.
,, / I \ \ ♦ ��
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19.
Waterline to be pressure tested at minimum 175 psi.
`\ \� \ �- /�\ �, �' 6
20.
Ductile iron pipe sanitary sewer must be interior coated with Sewper Coat
or Protecto 401, per Johnston County requirements.
21.
Contractor to test sewer & water line according to Aqua North Carolina's
2012 standards.
22.
Contractor shall install stub outs for sanitary sewer which shall have
a depth of no greater than 6 below the finished grade at the termination
of the lateral. The location shall be marked by a 4" PVC turn -up at the
end of the lateral. Contractor will mark all sewer services with an S in
the face of the curb.
23.
Contractor shall install water services which shall have a
depth of no greater than 6' below the finished grade at the termination
- - / `• / \
of the service. Contractor will mark all water services with an "W" in
the face the
of curb.
24.
Contractor to notify Aqua North Carolina 48 hours prior to beginning construction.
25.
Contractor to notify Aqua North Carolina 48 hours prior covering any construction.
-_- \\ n
26.
House Contractor to install pressure reducing valves at house if required.
- - -T
27.
Contractor to notify Aqua 1 week prior to connecting to any water mains and
his request shall include the following.
- Points of connection, fitting to be used, and method of flushing and disinfection.
- Estimated construction time.
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CONTRACTOR TO REMOVE
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19843
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AWPACT TAME 290
/ - - CRIRGINAL
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% \ IEMPMARY STREAM M-AC73 18 LF 20 IF
• / _ 2 j PERMANENT STREAM BJPAC75 1.024 SF N/A
`�"•r,\/ - , \ ° ZONE 1 BUFFER IMPACTS 5,425 SF 8.876 SF
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STOCKS ENGINEERING, P.A. FLOWERS CROSSINGS PERMITTING
N.C.
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P.O. BOX 1108 FAX, (252) 459 -8197 MAY 14, 2015 rev 7 -24 -15
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NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
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IROOND \ \\ \ \ \\ �85_�\ —�\ \ \\ �\ Notification of Land Resources Sediment and Erosion Control Self Inspection Proaram:
\ �.� \ \ -- \ \ The Sedimentation Pollution Control Act was amended in 2006 to require persons responsible for land disturbing activities
\\ \ \\ \\ \\ inspect a project after each phase of the project to make sure that the approved erosion and sedimentation control plan is
IRON ROD \ - - -k- \ r \� \ \\ \ \\ \ being followed. Rules detailing the documentation of these inspections took effect October 1, 2010. To simplify
FOUND 9� -_- __ _ _ - I 1 \ N��� r /�'\\ \ \ \\ \\ \\ \\ documentation of Self- Inspection Reports and NPDES Self- Monitoring Reports, a combination form is now availible. The new
-- go\ \ \ \ form was developed to satisfy the requirements of the Sedimentation Pollution Control Act and the NPDES Stormwater
WHO
\ Permit for Construction Activities, Mineral
\ , ♦ \ \ �\ Od \ NCG 010000. Beginning August 1 2013 the Division of Energy, , and Land
♦ -97 ______ " -- // /' �� `� $� /' v \ \\ \ 6" Resources is responsible for administering both the SPCA and the NPDES Stormwater Permit for Construction Activities, NCG
V 37 ♦ _2a�- / / % ` ��\ \`\ / • — 010000. The combined form should make it easier to comply with self- inspection requirements.
3
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29 257 ``\ / - \ /205 / / / `\ \` / I r / / g
_ � / , r / The Combined Self-Monitoring form is availible as a PDF and Word document from the Land Qualit y web site,
P$ 00 1 http: / /portal.ncdenr.ora /web /Ir /erosion
/ \ \ �\ �I N / , �\ /64 /1 I \ 1� \ If you have questions, please contact the Land Quality Section at a DENR Regional Office.
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EROSION LEGEND
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\ / CONSTRUCTION ENTRANCE
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TEMPORARY DERSION
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\ _ _ � / — � / / 1 � l I � \ Iro 224, TOTAL AREA DISTURBED - 9.85 Ac.
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SKIMMER SEDIMENT BASIN
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■

EROSION AND SEDIMENTATION CONTROL NARRATIVE
PROJECT DESCRIPTION
The purpose of this project is for construction of streets and utilities for Evergreen at Flowers
Plantation. The project is owned by The Riverdell Company. The site is currently undeveloped.
Approximately 9.58 acres will be disturbed during construction. The maximum fill will be 6 -8 feet.
The project is scheduled to begin construction in May 2015 with project completion and final
stabilization by October 2015. The erosion and sediment control program for this project will include
the installation of a suitable construction entrance, silt fence, outlet protection, inlet protection,
and skimmer basins with temporary seeding of the site.
ADJACENT PROPERTY
The Riverdell Company owns most land adjacent to the proposed construction area.
SOILS
The soil at this site is a sandy clay.
EROSION AND SEDIMENT CONTROL MEASURES
All vegetative and structural erosion and sediment control practices shall be constructed and
maintained by the contractor according to these plans and s ecifications and the minimum
standards of the Dept. of Environmental Management, Land Qpu0,ity Section and Johnston
County. The contractor shall also follow any additional requirements as outlined by the Project
Engineer.
Structural Practices
1. Vehicle wheels shall be clean when leaving the site to prevent the tracking of mud on paved
roads.
2. Construction Road Stabilization: Construction traffic shall be limited to stabilized areas. At a
minimum, a temporary gravel construction entrance shall be provided as shown on this
drawing.
3. Silt Fence: Silt fences shall be provided where shown and as needed on the site plan. These
barriers shall be used to contain sediment.
4. Rip Rap /Gravel Filter Sediment Basins: Construct basin to the shape and dimensions shown in
the details. The basin is to be placed below the existing ditch flow line by 2' with the berm built
above as dimensioned.
Management Strategies
1. Perimeter measures are to be installed prior to grubbing or grading.
2. Tail Ditches shall be stabilized immediately following their construction. As an alternate, rock
check dams may be provided at their outlets and /or the terminal downstream end of
disturbance until ground cover is implemented.
3. Stockpile and /or waste areas must be maintained within the limits of the areas protected b the
proposed measures and otherwise temporarily seeded if to be left stockpiled over 15 calender days.
4. Construction shall be planned so that grading operations can begin and end as quickly as
9 ossible.
. Silt Fences shall also be installed prior to or as a first step in construction.
6. The Contractor shall be responsible for the installation and maintenance of all erosion and
sediment control practices.
Vegetative Ground Cover
Immediately following grading, all areas shall receive either permanent or temporary seeding, as
applicable, as follows:
Site Area Description: Stabilization Time Frame: Stabilization Time Frame Exceptions:
Perimeter dikes, swales, 7 Days None
ditches & slopes.
High Quality Water (HQW) 7 Days None
Zones.
Slope steeper than 3:1 7 Days If slopes are 10' or less in length & are
not steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter. 14 Days 7 Days for slopes greater than 50 feet
in length.
All other areas with slopes 14 Days None (Except for perimeters and HQW
flatter than 4:1 Zones)
PERMANENT SEEDING SPECIFICATIONS
SEEDING MIXTURE
SPECIES RATE (LB /ACRE)
TALL FESCUE 200
PREMIUM BERMUDA 60
NURSE PLANTS
BETWEEN APR. 15 AND AUG. 15, ADD 10 LB /ACRE GERMAN MILLET OR 15 LB /ACRE SUDANGRASS. PRIOR TO MAY 1
OR AFTER AUG. 15 ADD 25 LB /ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
EARLY SPRING: FEB. 15 -MAR. 20 FEB. 15 -APR. 30
FALL: SEPT. 1 -SEPT. 30 SEPT. 1 -OCT. 31
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST. IF SOIL TEST IS NOT AVAILIBLE APPLY 2 TONS /ACRE AGRICULTURAL
GRADE LIMESTONE AND 1,000 LBS /ACRE OF 10 -10 -10 FERTILIZER, OR APPLY 3,000 -5,000 LB /ACRE SEDANGRASS.
PRIOR TO MAY 1 OR AFTER AUG 15, ADD 25 LB /ACRE RYE (GRAIN).
MULCH
APPLY 4,000 LB /ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY
TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE THE SECOND YEAR. ACCORDING TO SOIL TESTS OR
TOPDRESS WITH 500 LB /ACRE 10 -10 -10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE
MIXTURE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
Maintenance
1. Reseed and mulch bare spots larger than 9 s uare feet (limited to 5% maximum of site area. )
2. Maintain all seeded areas until uniform stand qs acceptable.
3. If growth is not established by final project inspection, continue specified attention until the
stand is acceptable.
4. Correct and repair all undue settling and erosion within 1 year after final inspection.
5. Remove from the site, all erosion control structures after complete stabilization at end of
construction period.
6. Remove silt from sediment pits and from behind check dams when silt is within half depth of
the pit or spillway. Dispose of in an area where silt cannot re -enter pit / trap.
Calculations
The practice utilized for the proposed site did require formal calculations. Calculations have been
provided.
OWNER
RIVERDELL COMPANY
4880 NC 42 EAST
Clayton, NC 27520
919.553.3086 (v)
CONSTRUCTION SEQUENCE:
1. Obtain erosion control plan approval prior to beginning land disturbance. Retain a copy of the approved
erosion control plan and permit on site. Call Johnston County at 919.209.8333 to notify the Inspector of a
start date prior to land disturbance.
2. Clear the area needed to construct the proposed construction entrance.
3. Construct the construction entrance as shown on the plans. Maintain the construction entrance daily to
ensure that mud and silt will not be tracked onto the paved surface. If mud is tracked onto the road
surface, it is to be removed immediately.
4. Construction entrance location may not vary without prior approval from Engineer and NCDENR.
5. Clear the area needed to access and construct sediment basins.
6. Construct sediment basins. Stabilize immediately.
7. Clear the area needed to construct the perimeter erosion control measures including temporary diversion
ditches, silt fence.
8. Construct the temporary diversion and silt fence. Tie temporary diversions into sediment basins where
applicable diversions & basins shall be seeded, mulched, & anchored upon installation.
9. Begin clearing, grubbing, and topsoil stripping.
10. Rough grade all roadways and lots. Adjust basins and temporary diversions as grades rise.
11. onstruct sanitary sewer system throughout project.
12. Construct the storm sewer system throughout the project. Install inlet protection devices.
13. Construct curb and gutter and CABC on roadway.
14. Seed, straw and tack areas behind the curb and gutter that are graded to their final disposition.
15. Complete the construction of storm sewer pipe.
16. Construct permanent outlet protection devices at pipe outlet.
17. Upon completion of the project, contact Johnston County to inspect prior to removing EC measures.
18. Seed, straw and tack any remaining exposed areas.
SAMV5VFJ? SED //IIENTB.4S/N
NOT TO SCALE
ARM ASSEMBLY
"C" ENCLOSURE
`�ullWllLll'I
WATER ENTRY UNIT
PERSPECT /yIE MEN
NOT TO SCALE
PVC END CAP
PVC ELBOW
PVC END CAP PVC PIPE
PVC TEE 1/2' HOLES IN
UNDERSIDE
END VIEW
NOT TO SCALE
INFLOW I
STRUCTURE
DEWATERING
ZONE
FILTER FABRIC
PVC VENT
PIPE SCHEDULE 40 PVC PIPE
WATER SURFACE :*PVC I
SCHEDULE 40 PVC PIPE
ORIFICE PLATE
FLEXIBLE HOSE-\ TEE
PLAN VIEW
NOT TO SCALE
a /' BOTTOM SURFACE
FRONT VIEW
NOT TO SCALE
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EMERGENCY
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INFLOW BAFFLES
STRUCTURE
SEDIMENT STORAGE
ZONE
1' FREEBOARD
EMBANKMENT
AL
6' M INVERT ELEVATION 0� EMERGENCY
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_ -
CROSS - SECTION VIEW
NOT TO SCALE
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NO WELL- DEFINED CHANNEL
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77
FILTER BLANKET
OR (MIRAFI 140N) SECTION A -A FILTER BLANKET
OR (MIRAFI 140N) SECTION A -A
PIPE OUTLET TO FLAT AREA PIPE OUTLET TO
NO WELL- DEFINED CHANNEL WELL- DEFINED CHANNEL
GENERAL NOTES:
1. La = THE LENGTH OF THE RIP RAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6 ".
J. IN A WELL- DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS
TO AN ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE
TOP OF THE BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE
RIP RAP AND SOIL FOUNDATION.
5. FLARED END SECTION IS OPTIONAL. SEE PLANS FOR REQUIREMENT.
6. SEE PLAN AND PROFILES FOR ACTUAL DIMENSIONS.
CONSTRUC77ON SPECIFICATIONS•
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 obj e ctionable 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 wood vegetation, organic matter, and other objectionable material. Place the fill in lifts not to exceed
y 9 � 9 � l
9 inches and machine compact it. Over fill the embankment 6 inches to allow for settlement.
J. ShGpe the basin to the specified dimensions. Prevent the skimming device from settling into the mud by excavating a shallow pit under the skimmer or 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 backflll 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 bockfill 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.
5. Assemble the skimmer following the manufacturers instructions, or os designed.
6. Loy 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 spiNwoy 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 the 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 as specified.
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 entire basin, not just around the skimmer or 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.
If the skimmer is clogged with trash and there is water in the basin usual) jerking on the roe will make the skimmer bob u and down and dislodge the debris
99 � y je 9 P P 9
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.
Maintenance Notes:
PIPE OUTLET PROTECTION
SCALE: N.T.S.
WOOD OR
-METAL POST
REINFORCED CONCRETE PIPE
SILT FENCE
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TEMPORARY PIPE
INLET PROTECTION
SCALE: N.T.S.
STRAW BALES
STAKE (TYP) / .
10 MIL PLASTIC �
LINING
STAPLE (2 PER BALE) SILT FENCE
10 MIL PLASTIC LINING STRAW BALE
METAL STAKE (2 PER BALE)
PLYWOOD PAINTED WHITE
BLACK LETTERS 6" TALL
CONCRETE
WASHOUT WOOD POST
GROUND LEVEL
CONSTRUCTION SPECIFICATIONS.
1. CONCRETE WASHOUT SIGN SHALL BE INSTALLED NO FURTHER THAN 25' FROM THE
FACILITY AND SHALL BE VISIBLE TO ALL CONSTRUCTION TRAFFIC.
2. POLYETHYLENE SHEETING SHALL BE 10 MILS FREE OF HOLES, TEARS, OR LEAKS.
MAINTENANCE.•
FACILITY SHALL NOT BE FILLED MORE THAN 12" FROM THE TOP BEFORE DISPOSING OF
CONCRETE. CONCRETE SHALL BE DISPOSED OF IN THE SAME MANNER AS OTHER
NON- HAZORDOUS MATERIALS FROM THE SITE OR MAY BE BROKEN UP AND USED AS
FILL IN NON - STRUCTURAL AREAS.
1. Do not let any area remained exposed for more than 7 or 14 calendar days according to chart without
applying temporary seeding.
2. Maintain all erosion control measures daily and reseed disturbed areas as needed.
3. Inspect all erosion control measures weekly and after each rainfall event. Repair as needed.
4. At the end of each day's storm drainage operation, construct a temporary pipe inlet protection device until
the next day's operation continues.
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SCALE: N.T.S.
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STONE SECTION
GENERAL NOTES:
1. Clear, rub and strip the area under the embankment of all vegetation and root mat. Remove all
grub, P 9
surface soil containing high amounts of organic matter and stockpile or dispose of it properly. Haul
all objectionable material to the designated disposal area.
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 6 inches to allow for settlement.
3. Construct the outlet section in the embankment. Protect the connection between the riprap and the
soil from piping by using filter fabric or a keyway cutoff trench between the riprap structure and
the soil.
Place the filter fabric between the riprap and soil. Extend the fabric across the spillway
foundation and sides to the top of the dam; or
Excavate a keyway trench along the centerline of the spillway foundation extending up the
sides to the height of the dam. The trench should be at least 2 ft. deep and 2 ft. wide
with 1:1 side slopes.
4. Clear the pond area below the elevation of the crest of the spillway to facilitate sediment cleanout.
5. All cut and fill slopes should be 2:1 or flatter.
6. Ensure that the stone (drainage) section of the embankment has a minimum bottom width of 3 ft.
and a maximum side slopes of 1:1 that extend to the bottom of the spillway section.
7. Construct the minimum finished stone spillway bottom width, as shown on the plans, with 2:1 side
slopes extending to the top of the over filled embankment. Keep the thickness of the sides of the
spillway outlet structure at a minimum of 21 inches. The weir must be level and constructed to
grade to assure design capacity.
8. Material used in the stone section should be a well - graded mixture of stone with a d size of 9
inches (class B erosion control stone is recommended) and a maximum stone size of 14 inches.
The stone may be machine placed and the smaller stones worked into the voids of the larger stones.
The stone should be hard, angular, and highly weather - resistant.
9. Ensure that the stone spillway outlet section extends downstream past the toe of the embankment
until stable conditions are reached and outlet velocity is acceptable for the receiving stream. Keep
the edges of the stone outlet section flush with the surrounding ground and shape the center to
confine the outflow stream (References: Outlet Protection).
10. Direct emergency bypass to natural, stable areas. Locate bypass outlets so that flow will not damage
the embankment.
11. Stabilize the embankment and all disturbed areas above the sediment pool and downstream from the
trap mmediate) after construction References: Surface Stabilization).
P Y ( )
12. Show the distance from the top of the spillway to the sediment cleanout level (one -half the design
depth) on the plans and mark it in the field.
SEDIMENT BASIN
SCALE: N.T.S.
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CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS
SIDE ON THE BOTTOM ROW TO ALLOW POOL DRAINAGE. THE
FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCHES
BELOW THE CREST OF THE STORM DRAIN. PLACE THE
BOTTOM ROW OF THE BLOCK AGAINST THE EDGE OF THE
STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID
WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GIVE
LATERAL SUPPORT TO SUBSEQUENT ROWS BY PLACING 2x4
WOOD STUDS THROUGH BLOCK OPENINGS. CAREFULLY FIT
HARDWARE CLOTH OR COMPARABLE
2. WIRE MESH WITH 1/2-INCH OPENING OVER ALL BLOCK
OPENING TO HOLD GRAVEL IN PLACE.
3. USE WASHED STONE PLACED 2 INCHES BELOW THE TOP OF
THE BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO
AN EVEN GRADE.
4. INSTALL 1/4 IN. WIRE MESH HARDWARE CLOTH, AND METAL
POSTS THAT ARE 5 FT. TALL. PLACE THE WIRE MESH A
MINIMUM OF 3 FT. HIGH, AND THE STONE A MINIMUM OF 1
FT. HIGH.
5. BEFORE COMMENCING CLEARING & GRUBBING OPERATIONS,
THE CONTRACTOR SHALL FIELD LOCATE ALL EX. INLETS WITHIN
THE OPERATIONS AREA AND INSTALL INLET PROTECTION.
(REFERENCE: EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL, 6.52)
DEWATERING
00 0 o��o u -6
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TEMPORARY SEDIMENT
POOL
1'MIN.
2' MAX.
SEDIMENT
1 ) BLOCK AND GRAVEL INLET PROTECTION
C -7 SCALE: N.T.S.
FILTER
= 8' MAX. WITH WIRE = FABRIC -�
(6' MAX. WITHOUT WIRE)
MIDDLE AND VERTICAL WIRES COMPACTS
SHALL BE 12 1/2 GAUGE MIN. FILL
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WIRE U U
TOP AND BOTTOM STRAND EXTENSION OF FABRIC AND
FILTER FABRIC SHALL BE 10 GAUGE MIN. WIRE INTO TRENCH
NOTES
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR
EXTRA STRENGTH SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT
EXCEED 18" ABOVE THE GROUND SURFACE.
3. INSTALL THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE
LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE
NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A
SUPPORT POST WITH OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH
FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING
HEAVY DUTY WIRE STAPLES AT LEAST 1 " LONG, OR TIE WIRES.
EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A
MAXIMUM OF 8' APART. SUPPORT POSTS SHOULD BE DRIVEN
SECURELY IN TO THE GROUND TO A MINIMUM OF 24 ".
6. EXTRA STRENGTH FILTER FABRIC WITH 6' POST SPACING DOES NOT
REQUIRE WIRE MESH SUPPORT FENCE. STAPLE OR WIRE THE FILTER
FABRIC DIRECTLY TO THE POSTS.
7. EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 8" DEEP ALONG
THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
8. BACKFILL THE TRENCH WITH COMPACTED SOIL OR GRAVEL PLACED
OVER THE FILTER FABRIC.
9. DO NOT ATTACH THE FILTER FABRIC TO EXISTING TREES.
10. LOCATION OF TEMPORARY SEDIMENT FENCE SHOWN ON THE PLANS
IS NOT EXACT. CONTRACTOR SHALL FIELD LOCATE TEMP. SEDIMENT FENCE
AS CLOSE TO THE DOWNSLOPE EDGE OF THE LIMITS OF CLEARING & GRUBBING
AS SPACE ALLOWS.
5 TEMPORARY SEDIMENT FENCE (SILT FENCE)
C -7 SCALE: N.T.S.
SEE NOTE 4
I, CONCRETE BLOCK
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GENERAL NOTES:
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND
OTHER OBJECTIONABLE MATERIAL.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN
ON THE PLANS, AND SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO SEDIMENT TRAP OR OTHER
SUITABLE OUTLET.
4. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE
PERIODIC TOPDRESSING W/2 INCH STONE.
2 CONSTRUCTION ENTRANCE
C -7 SCALE: N.T.S.
JUM -16 -2006 FRI 09:35 M DEE RRO FAX H0. 19195714718 r. U0
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6.30
6.30.3
Installation and Use:
1. Place Dewatering Bag on the ground or on a trailer over a relatively level,
stabilized area.
2. Insert discharge pipe a minimum of 5ft. inside dewatering bag and secure
with a rope wrapped 6 times around the snout over a 6 inch width of the
bag.
3. Replace Dewatering Bag when half full of sediment or when the sediment
has reduced the flow rate of the pump discharge to an impractical amount.
Maintenance and Disposal:
1. Remove and dispose of accumulated sediment away from waterways or
environmentally sensitive areas. Slit open Sediment Bag and remove
accumulated sediment. Dispose of bag at an appropriate recycling or solid
waste facility. OR; as directed by engineer or inspector.
6 DEWATERING BAG
C -7 SCALE: N.T.S.
Rou out
aqua
Do rot
4
.,_
TE'MPORA.RY LINER
SCALE: N.T.S.
COMPACTED SOIL
2' MIN.
EXCELSIOR
MATTING
F\-OW
6' TYP.
I I
CONSTRUCTION SPECIFICATIONS.-
1 REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE
MA TERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS.
J. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION
PLUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT.
5. OMI TTED.
MAINTENANCE.-
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS
AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED,
REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND
APPROPRIA TEL Y STABILIZE IT
TEMPORARY DIVERSION WITH EXCELSIOR MATTING
NOT TO SCALE
12" OF #57 SILT FENCE
WASHED STONE
v f 1' -8" MIN. SEE PLAN
CLASS B
S EROSION CONTROL
�010 STONE
2' MIN. FILTER SILT FENCE i., SILT FENCE
FABRIC
GROUND LINE
CROSS SECTION TOP VIEW
SILT FENCE
le-
-f-
SEE PLAN
FRONT VIEW
CONSTRUCTION SPECS:
SILT FENCE f
9. CLEAR & GRUB THE AREA AROUND THE SILT FENCE
OUTLET AND PROPERLY DISPOSE OF DEBRIS.
2. PLACE GRAVEL TO THE SPECIFIC GRADE AS SHOWN
PER THE DETAIL.
3. PROPERLY 0 VERL A P STONE BEYOND EDGES OF SI L T
FENCE OPENING.
MAIN TENANCE:
INSPECT OUTLETS WEEKLY AND AFTER EACH RAIN EVENT
IMMEDIA TEL Y REMOVE SEDIMENT FROM THE FL 0 W AREA
AND REPAIR AS NEEDED. CAREFULLY CHECK OUTLETS
FOR EROSION AND REPAIR IMMEDIA TEL Y. ENSURE THERE
IS NO SCOURING APPARENT DOWNSTREAM OF OUTLET
IMMEDIA TEL Y STABILIZE ANY AREAS THA T NEED REPAIR.
SILT FENCE OUTLET
SCALE: N.T.S.
Erosion Control Maintenance Plan
All erosion and sedimentation control measures shall
be inspected weekly and after each runoff - producing
rainfall event. Structures that shall be inspected include
but are not limited to:
Silt Fence and Fabric Inlet Protection
Any fabric which collapses, tears, decomposes, or becomes ineffective
shall be replaced immediately. Sediment deposits shall be removed
when sediment behind the fence reaches 6 ".
Seeding, Fertilizing, and Mulching
Seeded areas shall be inspected for failure and necessary repairs
and re- seeding shall be made within the same season.
Block and Gravel Inlet Protection
Inspect the barrier after each rain, remove sediment
as necessary to provide adequate storage volume
for subsequent rains. Upon stabilization of drainage
area, remove all materials and any unstable
soil, either salvage or dispose of properly. Bring disturbed
disturbed area to proper grade, then smooth and compact
it. Stabilize all bare areas around the inlet.
Temporary Diversion Ditches
Sediment shall be removed from the flow area immediately
after each rainfall.
Temporary Gravel Construction Entrance /Exit
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 a
rainfall, immediately remove all objectionable materials
spilled, washed, or tracked onto roadways.
Sediment Basins and Pits
Sediment shall be removed from the structure and the
structure shall be restored to its original dimensions
when 1.0' of sediment has accumulated in the structure.
The sediment shall be disposed of off -site and the
contaminated part of the gravel shall be replaced.
The structure shall be inspected for damage and
repaired accordingly.
8 EROSION CONTROL MAINTENANCE PLAN
C-7 SCALE: N.T.S.
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TOP DAM 256.50
SLOPES TO RECEIVE SLOPES TO RECEIVE
�CEN77PEDE SOD CENTIPEDE SOD
t?
. — CENTIPEDE SOD GROWN— .
ON SANDY SOILS W77H AN 12" MAX.
INFILTRA77ON RATE OF 2 PONDING
INCHAR OR GREATER 4" C.O. I DEPTH TOP OF BIORE7EN77ON 255.00 4" C. 0.
41NED 24" FILL SOIL MEDIA CLASS B RlP RAP L 85 -889' WASHED SAND FOREBAY 12" IN DE
8 -12Z FINES (SILT & CLAY)
3 -5% ORGANIC MATTER
PHOSPHOROUS INDEX < 30 2" CHOKING STONE
#8 OR #89
I J t
PERFORATED PVC SOCK DRAIN
BIORETENTION AREA PROFILE
Conversion Procedure — Sediment Basin to Bioretention Area
1. After the site is completely stabilized, contact Stocks Engineering ® 252 - 459 -8196 for verification
of completion and stabilization.
2. Contact Thad Valentine of NCDENR -Land Quality Section ® 919 - 791 -4200 for approval to remove
all temporary erosion control measures.
3. Upon approval from NCDENR -Land Quality Section, begin the conversion of the bioretention area
from a temporary sediment trap to a permanent BMP as follows.
4. Construct silt fence around the toe of the interior side slope of the bioretention area (BA) to
protect the BA from sediment contamination during the Conversion Procedure. Leave an opening at
the downstream end of the BA just wide enough for construction machinery to enter /exit.
5. Bring the side slopes surrounding the BA to proposed grade.
6. Seed /sod the side slopes as per specifications. (Contractor is responsible to maintain and
protect seed /sod to promote successful establishment during Conversion Procedure. If damage or
death to seed /sod occurs, Contractor must replace affected area immediately.)
7. Once seed /sod has been installed, Contractor shall excavate the bottom of the BA to a depth
equal to the greater of the following:
a. 1 foot below any evidence of sedimentation upon in situ soils; or,
b. 4 feet below the proposed bottom of BA elevation.
8. Excavated material must be disposed of in an approved off -site location.
9. Care must be taken to prevent any sedimentation /re- sedimentation during this process, as
contamination of the in situ soils or the designed soil media will compromise the functionality of the
BA. If any sedimentation occurs during this process, Contractor shall remove sediment immediately.
10. Contact Stocks Engineering ® 252 - 459 -8196 to inspect excavated BA before continuing
construction.
11. Upon approval of Stocks Engineering, continue constructing BA per details. Establish appropriate
permanent vegetation in BA as soon as possible.
12. Upon completion of BA construction, remove sediment from silt fence and dispose of at an
approved off -site location.
13. Contact Stocks Engineering ® 252 - 459 -8196 to inspect completed BA before removing silt fence
and placing the BA in service.
24" FILL SOIL MEDIA
85 -88% WASHED SAND
8 -12% FINES (SILT & CLAY)
3 -5% ORGANIC MATTER
PHOSPHOROUS INDEX < 30
�I
111111l
I I —I
4" WASHED SAND- -- - - °� / �h
2" CHOKING STONE I— III -I 1=
#8 OR #89
I—
-I I I-I I I= ' " 1 =1 I I=I II
(-
`COMPACTED
SUBGRADE
BIORETENTION AREA PROFILE
NOT TO SCALE
Centipede Sod Notes:
CENTIPEDE
-SOD (TYP.)
ELEV 255.00
6" #57 STONE
6" PERFORATED PVC
SOCK DRAIN
1. Centipede Sod shall have been grown in sandy soils with an infiltration rate of 2- inches per hour
or greater.
2. Do not deliver more sod than can be installed in less than 24 hours.
3. Use a knife or sharp edged shovel to cut the sod to desired lengths. Do not tear sod.
4. Water sod immediatley upon installation to a depth of 1 inch. Water daily for a period of 2 weeks
and then periodically until roots have been established.
ELEV 251.67
6" #57 STONE
4" WASHED SAND
PROPOSED GRADE
SCALE: 1 " = 30'
0 30 6�0 75 90
CA
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CE-08

PAVEMENT OR
FINISHED GRADE
GATE VALVE TO BE SAME \ SEE VALVE BOX
DIAMETER AS MAIN LINE ` \I INSTALLATION F,4" MIN.
VALVE
TAMPED BACKFILL - BOX
TAMPED THREADED COUPLING
BACKFILL
2" THREADED BRASS PIPE
s D.I. PIPE ,,"f ` ? CONCRETE BLOCKING
i:! �' •; ,;.•.,; MIN. 1/3 C.Y. AT 3000 P.S.I.
5/8" TYPE 304 STAINLES -
CONCRETE THRUST THREADED RODS (MIN. 4 EA)
COLLAR _ 2" THREADED BRASS
5' MIN. MJ CAP W/ 2" TAP PIPE (12" IN LENGTH)
PAY ITEM
INCLUDES ALL ITEMS EXCEPT
MAIN LINE VALVE
TEMPORARY BLOW —OFF ASSEMBLY
NOT TO SCALE
COAT HYDRANT BONNET AND NOZZLE CAPS
PAVEMENT OR W/ "ALERT" REFLECTIVE FIRE HYDRANT PAINT
FINISHED GRADE SILVER MODEL #1440
SEE VALVE BOX 4" MIN.
TAMPED BACKFILL INSTALLATION
5/8" TYPE 304 STAINLESS STEEL VALVE PUMPING & HOSE CONNECTIONS
EQUAL TO COUNTY STANDARD
THREADED RODS (MIN. 4 EA.) BOX,,, ,
TAMPED THREADED COUPLING BREAK RING TO BE SET WITHIN 2 " -4"
BxA,yCKFI 2" BRASS NIPPLE FINISHED GRADE OF FINISHED GRADE
'.
;•,•, : VALVE BOX
D.I. PIP '•'' s
" Y' -1 II 11 =1— 11 =1 11 =1 I I 1 =1 11 =I 11-
CONCRETE BLOCKING _ HYDRANT TEE
CONCRETE THRUST 2" BRASS NIPPLE MIN. 1/3 C.Y. AT 3000 P.S.I. BURY IAS I I I- I I I I I I I I I I I I I I I 11111; , I I I WATERLINE SIZE VARIES
COLLAR (MIN. 6" IN LENGTH) SPECIFIED I — SEE PLANS
M.J. CAP W/ „
2" THREADED TAP CONCRETE THRUST BLOCK
5' MIN. 2" BRASS PIPE
(MIN. 12" IN LENGTH) NOTE: ��yL'; 1:
1. MIN. OF 4 CU. FT. CONCRETE THRUST BLOCK
PAY ITEM STONE (MORE IF
INCLUDES ALL ITEMS I REQ'D). GATE VALVE
2. CONC. THRUST VALVE SHALL BE PLACED ON THE
BLOCK TO HAVE M1467 STONE FILL WATER MAIN SIDE OF ROAD DITCH
PERMANENT BLOW —OFF ASSEMBLY OF 6 SQ. FT. (4 C.F. MIN.).
BEARING ON SOLID 4" TYPE 304 S.S. THREADED RODS
BANK (MORE IF HYDRANT LEG TO DIP MIN. 2 EA. PER SEGMENT
NOT TO SCALE REQ'D.). OR
3. DRAIN HOLES AND PAY ITEM "Aqua -Grip" RINGS OR ROMAC
FLANGES SHALL BE FIRE HYDRANT ASSEMBLY INCLUDES GRIP RINGS MAY BE USED AT
CLEAR OF CONC. ALL ITEMS EXCEPT MAIN LINE TEE JOINTS IN LIEU OF THREADED RODS
4. FIRE HYDRANT
BARREL SHALL BE
PLUMB. FIRE HYDRANT ASSEMBLY
NOT TO SCALE
CUINCKtlt t!
TAPPING VALVE
WITH VALVE BOX
EXIST. WATER MAIN
4
TAPPING SLEEVE
—NEW WATER MAIN
TAPPING SLEEVE & VALVE ASSEMBLY
NOT TO SCALE
NOTE: TAPPING SLEEVE SHALL BE
FABRICATED OF TYPE 304 S.S. AND
PROVIDE A 360' SEAL AROUND
EXISTING PIPE WITH FULL
CIRCUMFERENTIAL GASKET.
CONCRETE THRUST BLOCK
AT 45' BEND.
SEE THRUST BLOCK DETAIL
FOR DIMENSIONS OF BLOCK.
10' MAX.
Z
NOTE
Name Date I
n
ALL PIPE SEGMENTS LESS
S.S. THREADED
RODS
rSEE
SHALL REQUIRE
N
of
5; O
�
w 2
A
LTRHHOfAO]�NO� N11((0;'
NCRETE WHOST BLOCK
CAST IN CONC. &
90' BEND.
FINISHED GRADE
PAINTED BLACK
THRUST BLOCK DETAIL
Drawn B :
By:
_
FOR DIMENSIONS OF BLOCK.
PAGE
ROD REQUIREMENTS
4. CONTRACTOR SHALL
SIZE OF 45' BEND
STATIC THRUST IN POUNDS
NUMBER OF RODS REQUIRED
6"
4,328
2
8"
7,694
2
12"
17,312
2
16"
30,779
4
20"
48,091
6
24"
69,252
8
1. RODS AND NUTS SHALL BE OF TYPE 304 OR TYPE 316 STAINLESS
STEEL
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT
BENDS.
VERTICAL BEND RODDING
AND BLOCKING DETAIL
NOT TO SCALE
Name Date
Z
NOTES:
1. VALVE MARKERS SHALL
Name Date I
n
BE PLACED AT R /W.
� COLLAR (3,000 P.S.L)
Name Date
2. LETTERS "MV" SHALL
N
of
5; O
�
w 2
A
Name Date
CAST IN CONC. &
Name Date
FINISHED GRADE
PAINTED BLACK
BRASS OR BRONZE
Drawn B :
By:
_
WATER
PAGE
Drawn B :
y I
4. CONTRACTOR SHALL
WATER
PAGE
Drawn B :
y
10
WATER
PAGE
Drawn B :
y
WATER
Drawn B
PAGE y
REINFORCING
WATER
PAGE
Checked By:
JOHNSTON COUNTY
WATER
�— WITH BEVELED CORNERS
Checked By: I
JOHNSTON COUNTY
"MV" CAST.
Checked By:
JOHNSTON COUNTY
9
Approved By:
Checked By:
JOHNSTON COUNTY
1 O
Checked By:
JOHNSTON COUNTY
STANDARD DETAIL
-
Approved By:
Department of Public Utilities
p
STANDARD DETAIL
1
Approved By: I
Department of Public Utilities
p
STANDARD DETAIL
2
Approved By:
Department of Public Utilities
p
STANDARD DETAIL
4
Approved ey:
Department of Public Utilities
p
STANDARD DETAIL
5 Approved By:
Department of Public Utilities
STANDARD DETAIL
7
Scale: I
P.O. Box 2263
Temporary Blow Off
PLAN
Scale: I I
P.O. Box 2263
Permanent Blow Off
I I I
Scale: I
P.O. Box 2263
Fire Hydrant
SCHEDULE
Scale: I
P.O. Box 2263
Tapping Sleeve and
Scale: I
P.O. Box 2263
Critical Bend Rodding
C
Smithfield, NC 27577
Assembly
of 47
I I I I
Smithfield, NC 27577
Assembly
of 47
I I I
Smithfield, NC 27577
Assembly
of 47
I I I
Smithfield, NC 27577
Valve Assembly
of 47 I I I
Smithfield, NC 27577
and Blocking Details
of 47
Rev. Description Date Init.
I
36"
V -4" V -4"
Rev. Description Date Init. I
Rev. Description Date Init.
Rev. Description Date Init.
Rev. Description Date Init.
Rev. Description Date Init.
Rev. Description Date Init.
NOTES:
1. CONCRETE SHALL BE 3,000 PSI MIN.
2. CONCRETE FOR THRUST BLOCKING
SHALL BE KEPT FAIRLY DRY, THUS
MAKING THE CONCRETE WEDGE SHAPE
MORE EASILY FORMED WITH THE
WIDEST PART (BLOCKING AREA)
AGAINST UNDISTURBED SOIL.
3. NO CONCRETE SHALL COVER ANY
BOLTS OR GLANDS.
4. ALL FITTING AND ACCESSORIES TO BE
WRAPPED WITH 10 MIL POLYETHYLENE
PRIOR TO POURING BLOCKING.
5. VOLUME OF THRUST BLOCKING SHALL
BE AS SHOWN ON THE THRUST
BLOCKING SCHEDULE.
I N
m
M
SOIL (TYP.)
PLAN BENDS PLAN TEES
18" MIN. - 10" 0 & LESS
24" MIN. - 12" 0 & GREATEN
•
45- MIN.
•,j tU o t
y
" I
SECTION X —X PLAN & ELEV.
BENDS & TEES PLUGS
PIPE 90' BEND 45- BEND 22 1/2' BEND 11 1/4' BEND TEE PLUG
SIZE A B A B A B A B A B D I D
4" a• 12" 8' a' 6" 8" 6" 6" 8' 9" 1o' 18"
s• 1o• 12" a• 10' B• s• a• a• t0" 10" 12• is"
e' 15' 13" 10' 1o' 8' 8' 8' e" 1o" 12" 12" 24'
10" 16" 14" 10" 12" 6" 10' 6" 1o' 11" 14" 14" 25'
12" 20" 16" 1Y 14" B' 12' a' 12' 14" 16" 16" 30"
14' 22" 18' 14' 16' 10' 14' 10' 14' 18' 18" 18' 34'
16' 26" 20' 16' 18' 12" 16' 12' 16' 18' 20' 20' 36'
20" 38' 26" 24' 18" 18" 13" 12' 9" 19" 1a" 24" 48"
24' 48' 33' 30' 21' 18' 18" 15" 11' 21' 21" 28" 56'
THRUST BLOCK DETAIL
NOT TO SCALE
Name Date
Drawn By:
Checked By: JOHNSTON COUNTY WATER
Approved By: Department of Public Utilities STANDARD DETAIL
Scale: I P.O. Box 2263 Thrust Block
Rev. I Description I Date Ilnit. Smithfield, NC 27577
VALVE MARKER DETAIL
NOT TO SCALE
Z
NOTES:
1. VALVE MARKERS SHALL
-
n
BE PLACED AT R /W.
� COLLAR (3,000 P.S.L)
T
2. LETTERS "MV" SHALL
N
of
5; O
�
w 2
A
FACE TOWARDS VALVE.
CAST IN CONC. &
3. MARKER SHALL HAVE
FINISHED GRADE
PAINTED BLACK
BRASS OR BRONZE
%
70-41.
_
EMBED ON TOP OR SIDE.
MAIN
Drawn By:
4. CONTRACTOR SHALL
11
4 EA. - #3 REBAR
STAMP DISTANCE TO
10
(1 EA. CORNER)
CENTER OF VALVE INTO
�r
EMBED.
1
REINFORCING
5. BLOW -OFF ASSEMBLY
PAGE
SQUARE MARKER
SHALL INCLUDE 1 EA.
WATER
�— WITH BEVELED CORNERS
MARKER W/ "BO" OR
-
"MV" CAST.
6" TO 16" MAINS = 12 -N0.
UNDISTURBED
VALVE MARKER DETAIL
NOT TO SCALE
THRUST COLLAR INSTALLATION
NOT TO SCALE
RESTRAINED FLANGE ADAPTER
"UNIFLANGE" OR EQUAL MJ ACCESSORY KIT
"FIELD LOK" GASKET
OR EQUAL
DIP (BELL DIP (PE)
-j"
3/4" THREADED TYPE 304
OR TYPE 316 S.S. RODS
MIN. 4 EA.
HARNESS RESTRAINT DETAIL
NOT TO SCALE
FOR USE IN PAVED AREAS FOR USE IN UNPAVED AREAS
VALVE BOX COVER
FINISHED GRADE rI7X" MIN.
IN PAVED AREA 1J¢" 1 1" FINISHED GRADE
11 IN UNPAVED AREA
BASE COURSE - _ - 2 -0
6" MIN, _ _- _ - CONCRETE
ENCASEMENT °
TAMPED BACKFILL _ _ _ _= AT 3,000 P.S.I. ° .' ' ' ' �° `,A • .,�
- -- _ - - VALVE BOX d
_ 2' -0"
TAMPED O • °•v
BACKFILL y
WATER MAIN -
VALVE ` VALVE BOX
• °d P t
COVER
TAMPED BACKFILL BLOCKING CONCRETE ENCASEMENT
SECTION PLAN AT 3,000 P.S.I.
NOTES:
1. D.I.P. MAY BE USED
FO BOX
EXTENSIONS.
2. VALVE BOX SHOULD
NOT CONTACT WATER
MAIN OR VALVE.
3. CONCRETE PROTECTOR
RING MAY BE USED IN
LIEU OF ENCASEMENT
IN UNPAVED AREAS.
VALVE AND VALVE BOX INSTALLATION
NOT TO SCALE
#3 REBAR 10"
2 EA. I -2" 1
'I I• • j� � 2 4"
- 24" -
NOTE:
PROTECTOR RING SHALL
BE 3,000 P.S.I.
CONCRETE.
CONCRETE PROTECTOR RING
NOT TO SCALE
Name Date I
Z
4'_0^ CONCRETE THRUST
-
¢
_J
J
a
U
� COLLAR (3,000 P.S.L)
Name Date
!n
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PAGE Drawn By: I
4'
�,
WATER
ANCHOR A:
C�, . ° D.I.P.
RING
y ••
Q
O
MAIN
Drawn By:
WATER
WATER
PAGE Drawn By:
WATER
PAGE
Checked By: I
JOHNSTON COUNTY
PAGE
SECTION
REINFORCING
WATER
PAGE
Checked By:
JOHNSTON COUNTY
WATER
Checked By:
NOTE:
WATER
Approved By: I
6" TO 16" MAINS = 12 -N0.
UNDISTURBED
9
Approved By:
7 BARS
SOIL
1 O
Approved By:
20" TO 36" MAINS = 12 -N0.
STANDARD DETAIL
-
CONCRETE THRUST 8 BARS
COLLAR (3,000 P.S.I.) BARS PLACED AS SHOWN
- - -
STANDARD DETAIL
.......
:.:::: `• _
D.I ..:....:::.
Thrust Collar
ANCHOR •
RING - • ' I a , " ,
/:\� TRENCH WALL
D.I.P. `/
MAIN
TRENCH III.
WALL
Restraint Harness
a•
f
IG
TAMPED BACKFILL
P.O. Box 2263
Valve and Valve
:...........::::::
....
P.O. Box 2263
Concrete Protector Ring
11 -1 11, -1 I i
=1 1 �
1(-
i— iii -iii=
Installation
of 47
PLAN
UNDISTURBED
Pipe Laying
of 47
I I I
SOIL
Box Installation
of 47
I I I
SCHEDULE
P.O. Box 2263
PIPE DIAMETER
CONCRETE THRUST COLLAR ANCHOR COLLAR RINGS REQUIREDI
Scale: I
P.O. Box 2263
A B
C
Smithfield, NC 27577
1' -0" 1• -0'
2" ONE I
Smithfield, NC 27577
16'
V-4- 1.-0.
2" ONE
I
20'
V -4" 1 -0"
3° ONE I
I
24"
V -4" 11-0.
3' TWO I
I
30'
V -4" t•_2°
4" TWO I
I
36"
V -4" V -4"
4" TWO I
THRUST COLLAR INSTALLATION
NOT TO SCALE
RESTRAINED FLANGE ADAPTER
"UNIFLANGE" OR EQUAL MJ ACCESSORY KIT
"FIELD LOK" GASKET
OR EQUAL
DIP (BELL DIP (PE)
-j"
3/4" THREADED TYPE 304
OR TYPE 316 S.S. RODS
MIN. 4 EA.
HARNESS RESTRAINT DETAIL
NOT TO SCALE
FOR USE IN PAVED AREAS FOR USE IN UNPAVED AREAS
VALVE BOX COVER
FINISHED GRADE rI7X" MIN.
IN PAVED AREA 1J¢" 1 1" FINISHED GRADE
11 IN UNPAVED AREA
BASE COURSE - _ - 2 -0
6" MIN, _ _- _ - CONCRETE
ENCASEMENT °
TAMPED BACKFILL _ _ _ _= AT 3,000 P.S.I. ° .' ' ' ' �° `,A • .,�
- -- _ - - VALVE BOX d
_ 2' -0"
TAMPED O • °•v
BACKFILL y
WATER MAIN -
VALVE ` VALVE BOX
• °d P t
COVER
TAMPED BACKFILL BLOCKING CONCRETE ENCASEMENT
SECTION PLAN AT 3,000 P.S.I.
NOTES:
1. D.I.P. MAY BE USED
FO BOX
EXTENSIONS.
2. VALVE BOX SHOULD
NOT CONTACT WATER
MAIN OR VALVE.
3. CONCRETE PROTECTOR
RING MAY BE USED IN
LIEU OF ENCASEMENT
IN UNPAVED AREAS.
VALVE AND VALVE BOX INSTALLATION
NOT TO SCALE
#3 REBAR 10"
2 EA. I -2" 1
'I I• • j� � 2 4"
- 24" -
NOTE:
PROTECTOR RING SHALL
BE 3,000 P.S.I.
CONCRETE.
CONCRETE PROTECTOR RING
NOT TO SCALE
Name Date I
Z
Name Date I
Name Date
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Name Date
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PAGE Drawn By: I
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WATER
PAGE
Drawn By:
Q
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PAGE
Drawn By:
WATER
WATER
PAGE Drawn By:
WATER
PAGE
Checked By: I
JOHNSTON COUNTY
PAGE
Checked By:
JOHNSTON COUNTY
WATER
PAGE
Checked By:
JOHNSTON COUNTY
WATER
Checked By:
JOHNSTON COUNTY
WATER
Approved By: I
Department
c
STANDARD DETAIL
9
Approved By:
Department
P
STANDARD DETAIL
1 O
Approved By:
Department
p
STANDARD DETAIL
Approved By:
13
Department
�
STANDARD DETAIL
14
Scale: I I
P.O. Box 2263
Thrust Collar
1 g
Scale: I
P.O. Box 2263
Restraint Harness
1 7
Scale: I
P.O. Box 2263
Valve and Valve
Scale: I
P.O. Box 2263
Concrete Protector Ring
STANDARD DETAIL
of 47 I
Smithfield, NC 27577
Installation
of 47
I I I
Smithfield, NC 27577
Pipe Laying
of 47
I I I
Smithfield, NC 27577
Box Installation
of 47
I I I
Smithfield, NC 27577
P.O. Box 2263
of 47
Rev. Description Date Init. I
Scale: I
P.O. Box 2263
3�" and 1"
Rev. Description Date Init.
Smithfield, NC 27577
Rev. Description Date Init.
Smithfield, NC 27577
Condition
Rev. Description Date Init.
I I I
Smithfield, NC 27577
Pavement
NOTE: PIPE SHALL BE BEDDED UP TO
SPRING LINE AND MINIMUM 4" BELOW
BOTTOM OF PIPE WHEN WET AREAS
HAND PLACED ARE ENCOUNTERED.
DENSELY COMPACTED
BACKFILL TO 1 FT.
ABOVE TOP OF PIPE - - - - - -
_ UNDISTURBED EARTH
- - - - - ELECTRONIC MARKER BALLS AT 100' ON
---PIPE- - CENTER & AT BENDS. MARKER BALLS SHALL
BEDDED PIPE -O.D.- - BE INSTALLED AT 1 1/2 TO 2' DEEP.
NOTE: MARKER BALLS SHALL BE
SHAPED SUBGRADE - INSTALLED CONCURRENTLY WITH PIPE.
SHALL PROVIDE BEARING _ MARKER BALLS SHALL NOT BE
ALONG ENTIRE LENGTH I Ir INSTALLED AFTER TRENCH HAS BEEN
OF PIPE BARREL COMPLETELY BACKFILLED.
/2 PIPE O.D.
24" + O.D. MAX.
12" + O.D. MIN.
NOTE:
WATER MAINS 8 "0 AND SMALLER
SHALL HAVE MINIMUM OF 3' COVER.
WATER MAINS LARGER THAN 8 "O
SHALL HAVE A MINIMUM OF 3' -6"
COVER.
PIPE LAYING CONDITION
NOT TO SCALE
2" ASPHALTIC cur TO
PLACE C. OR AS IN INEAT EDGE
PLACE
-8' COMPACTED CRUSHER
�/ RUN STABILIZED WITH 5
R PORTLAND CEMENT
BURIED - - _ SELECTED
PIPE _ BACKFILL TAMPED
LINE IN LAYERS
SECONDARY HIGHWAYS & CITY STREET
2' PLANT MIX ASPHAL
OR CONCRETE MIX SAW TO NEAT EDGE
14 LONGITUDINAL
TIE BARS �• : • EXISTING PAVEMENT
CONCRETE . -: - .+12"
' 8' HB
SELECTED BACKFILL _ _ NOTE: ALL PAVEMENT SHALL
TAMPED IN 6' - - BE REPAIRED WITHIN
LAYERS _ THE SAME WEEK IT IS
CLIT
BURIED
PIPE LINE
PRIMARY HIGHWAYS
TRANSVERSE AND LONGITUDINAL CUTS
DETAILS FOR CUTTING AND
REPLACING PAVEMENT
NOT TO SCALE
NOTE:
ALL TAPS 2" AND SMALLER SHALL BE MADE WITH TAPPING SADDLE. ALL TAPS
LARGER THAN 2" SHALL BE MADE WITH TAPPING SLEEVE AND VALVE. NO DIRECT
TAPS SHALL BE MADE.
- TAPPING SADDLE SHALL BE BRASS OR BRONZE FOR "CC"
THREADS WITH DOUBLE STRAPS, FORD S -90, MUELLER
BR2B OR APPROVED EQUAL
TAPPING SLEEVE SHALL BE BRASS OR
BRONZE FOR "CC" THREADS, FORD S -70,
MUELLER H -134, JCM 403 OR APPROVED
EQUAL FOR SDR -21 PVC.
CLASS 20G--' I�
POLYETHYLENE
CORPORATION STOP SHALL
BRONZE WITH "CC" THREADS,
MUELLER B- 25000, FORD FB600,
JCM 403 OR APPROVED EQUAL
DUCTILE IRON PIPE P.V.C. PIPE
(CLASS 50 CEMENT LINED) (CLASS 200)
NOTE: ALL TAPS TO BE MADE ON TOP QUARTER OF MAIN.
STANDARD WATER TAP DETAIL
NOT TO SCALE
LID SHALL BE LABELED "WATER METER" AND
SHALL BE "AMR" TYPE WITH METAL FLIP -UP LID AND 2" HOLI:
FINISHED GRADE
�I I II I II I II II I I I II I II I II I I
METER (US GAL.) I -I
%" X �4^ 7" MIN. 11-
13" MIN. � CLEARANCE
MIN. 4" WASHED STONE
20" MIN. LOCK TYPE
METER ANGLE
CL- STOP CHECK BLOCK SUPPORT OR
VALVE STONE AS NEEDED
7"
OR 1" CLASS 200
L:., :..: J . ' LJ`'•• POLYETHYLEN E WATER
SERVICE LINE
WIDE BODY OR
r DOUBLE STRAP SADDLE
METER YOKE SHALL BE COPPERSETTER
MUELLER NO. H- 1404 -2,
FORD NO. VH -72 -7W
OR APPROVED EQUAL FOR METER YOKE COMPLETE WITH
-Y4" SERVICE DUAL PURPOSE FITTINGS CORP. STOP
WATER MAIN
NOTE:
1. CONTRACTOR SHALL PLACE METER BOX IN NON TRAFFIC AREA
ONLY.
2. PLASTIC METER BOX SHALL BE CENTURY #1015, NOS D1200,
OR APPROVED EQUAL
3. CONTRACTOR SHALL CENTER METER YOKE IN METER BOX.
4. METER YOKE TO MUELLER No. H- 1404 -2, FORD No.
VH -72 -7W OR APPROVED EQUAL.
5. METER TO MEET AWWA C- 700 -71 SIDS. AND SPECS.
3/4" & 1" WATER METER SERVICE DETAIL
NOT TO SCALE
Name Date
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Drawn By:
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Drawn B :
PAGE Y I
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WATER
PAGE
Drawn B :
Y
WATER
PAGE
Drawn B :
Y
PAGE
Drawn By.,
WATER
PAGE
Checked By:
y
JOHNSTON COUNTY
WATER
Checked B :
y I
JOHNSTON COUNTY
Checked B :
Y
JOHNSTON COUNTY
Checked B :
y
JOHNSTON COUNTY
WATER
Checked B y
JOHNSTON COUNTY
Approved By:
Department of Public U9lities
STANDARD DETAIL
15 Approved By. I
Department of Public U9lities
STANDARD DETAIL
1 g
Approved By:
Department of Public U9lities
STANDARD DETAIL
1 7
Approved By:
Department of Public U9lities
STANDARD DETAIL
19
Approved By:
Department of Public U9lities
STANDARD DETAIL
20
Scale: I
P.O. Box 2263
Valve Marker
Scale: I I
P.O. Box 2263
Pipe Laying
Scale: I
P.O. Box 2263
Cutting and Replacing
Scale: I
P.O. Box 2263
Standard Water Tap
Scale: I
P.O. Box 2263
3�" and 1"
Smithfield, NC 27577
of 47 I
I I I
Smithfield, NC 27577
Condition
of 47
I I I
Smithfield, NC 27577
Pavement
of 47
I I I
Smithfield, NC 27577
of 47
I I I
Smithfield, NC 27577
Water Meter Service
of 47
Rev. Description Date Init.
Rev. Description Date Init. I
Rev. Description Date Init.
Rev. Description Date Init.
Rev. Description Date Init.
C A 11 p
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D-01

R/W
FORD VSH77 -158 X 12 MINIMUM
10 YOKE FOR METER SEPARATION RPZ
WATER SERVICE FROM WATER SERVICE
WATERMAIN
1 1 /2" and 2"
RPZ & BFP
Name Date
Drawn By:
Checked By: JOHNSTON COUNTY
Approved By: Department of Public Utilities
Scale: I P.O. Bo. 2263
Smithfield, NC 27577
Rev. Description Date Init.
WATER SERVICE W/
NOT TO SCALE
23
PLAN
r
(SEE DETAIL)
AND COVER SERIES 170 -BJ. HEAVY
RAISED 1-}" LETTERS
INSULATED ENCLOSURE "HOT BOX ",
DUTY LOAD RATING. COVER WEIGHT
FLUSHED WITH TOP OF
n
HYDRDCOWL ", OR EQUAL ENCLOSURE
COVER LABELED
f '
rI I I I I I I I I I I I I I I f ,_
2. ALL OTHER APPLICATIONS - USF
SHALL HAVE A HINGED, LOCKABLE UD
TERMINAL DEPTH AS
RING AND COVER SERIES 170 -J.
REQUIRED FOR HOUSE
SERVICE (18" MIN,
AND MINIMUM 9" CLEARANCE ON EACH
HEAVY DUTY LOAD RATING. COVER
SEALANT
RPZ BACKFLOW PREVENTER 81�-
C
END &EACH SIDE OF THE RPZ
THICKNESS (THICKER
"SCARY
FEBCO RPZ MODEL 8255'.
\ 1SSGAGFY.
IF REQUIRED FOR
FOR CITY OWNED STRUCTURES
STRUCTURAL STRENGTH)
\ \ \\
Z- MFLANGED COUPLING ADAPTER
ASONARY
FINISHED GRADE
FORD VBH77 -15B X /roUCH UD WITH HINGED
10 YOKE FOR METER READ' UD
WffH DOUBLE CHECK
VALVE NATURAL GROUND
`,/ SUPPORT (TYP)
1 1/2' PVC
I `DRAIN TO
/ DAYUGHT
I I I I I
I I I
I I I
4. AQUA NORTH CAROLINA MAY
, - -
k 1�A
ANGLE CHECK
WUE II�II
CONCTETE TYPE II
CONCRETE METER BOX,
�
34
BROOKS, No. 38 -H
WITH 12" EXTENSION
TYPICAL BASE REINFORCEMENT SHALL BE:
�u
NO. 4 BARS ® 12" O,C, FOR DEPTHS UNDER 6'
WATER SERVICE FROM
NO. 4 BARS ® 9" O,C, FOR GREATER DEPTHS
BLOCK S1IPPORf OR
WATER SERVICE
WATERNAIN
SLOPE CONCRETE FLOOR TO
/ '
-
`
C3 .......
90' BEND J
`9 0' BEND
2 CLASS 200 POLYETHELYNE
SERVICE LINE
LASS 200 POLYETHELYNE
SERVICE LINE
L DUPLEX OUTLET SHALL
BE PROVIDED FOR POWER
BYPASS VALVE
TO HEAT BOX
057 WASHED STONE
11¢" PVC DRAIN
SECTION
- 4" CONCRETE SLAB.
MIN. 6" WADER THAN BOX
TO DAYLIGHT
ON ALL SIDES
1 1 /2" and 2"
RPZ & BFP
Name Date
Drawn By:
Checked By: JOHNSTON COUNTY
Approved By: Department of Public Utilities
Scale: I P.O. Bo. 2263
Smithfield, NC 27577
Rev. Description Date Init.
WATER SERVICE W/
NOT TO SCALE
WATER PAGE
STANDARD DETAIL 2 °wKNO N0 23
%" and 2" Meter &
Backflow Assembly of 47 M001i DOT 12
US FOUNDRY MODEL 170 -E
23
NOTES:
1. ARTERIAL ROADWAYS - USF RING
r
(SEE DETAIL)
AND COVER SERIES 170 -BJ. HEAVY
RAISED 1-}" LETTERS
I
DUTY LOAD RATING. COVER WEIGHT
FLUSHED WITH TOP OF
n
217 #, TOTAL WEIGHT 372 #.
COVER LABELED
f '
rI I I I I I I I I I I I I I I f ,_
2. ALL OTHER APPLICATIONS - USF
SANITARY
TERMINAL DEPTH AS
RING AND COVER SERIES 170 -J.
REQUIRED FOR HOUSE
SERVICE (18" MIN,
(
HEAVY DUTY LOAD RATING. COVER
SEALANT
5" MINIMUM WALL
WEIGHT 150 #, TOTAL WEIGHT 305 #.
THICKNESS (THICKER
"SCARY
3. CITY IDENTIFIER SHALL BE USED
6' -9" (MAX)
IF REQUIRED FOR
FOR CITY OWNED STRUCTURES
STRUCTURAL STRENGTH)
LINK SEAL GASKET USE STD. M.H.)
ONLY. PRIVATE FACILITIES SHALL
BRIG &MORTAR
IIII
ONLY BE IDENTIFIED AS TO USE.
PER ASTM C478
' \11111111111111111111I%
4. AQUA NORTH CAROLINA MAY
, - -
k 1�A
REQUIRE LOCKING MANHOLES AT
CONCTETE TYPE II
JI
CERTAIN LOCATIONS.
WATER PAGE
STANDARD DETAIL 2 °wKNO N0 23
%" and 2" Meter &
Backflow Assembly of 47 M001i DOT 12
US FOUNDRY MODEL 170 -E
23
C.I. FRAME & COVER
r
(SEE DETAIL)
2' -6"
ADJUST TO
I
FINISHED GRADE
I
W/ GRADE
RINGS
I
FINIS E CRADE 1
rf"
J_
-�" �INIMUIt.
SEE NOTE 11
SLAB
THICKNESS (MAX)
TERMINAL DEPTH AS
STRIP
REQUIRED FOR HOUSE
SERVICE (18" MIN,
JOINT
USF 170 MANHOLE RING
SEALANT
5" MINIMUM WALL
4' -0° MINIMUM
THICKNESS (THICKER
INSIDE 11AMETER
WALLS SHALL BE USED
6' -9" (MAX)
IF REQUIRED FOR
A LOK OR (OVER 6' -9"
STRUCTURAL STRENGTH)
LINK SEAL GASKET USE STD. M.H.)
TOTAL)
BRIG &MORTAR
WALL REINFORCEMENT
INVER CHANNEL
PER ASTM C478
x FLANGE ADAPTER
6' •,.•.,..,.
, - -
4000 PSI ® 28 DAY
I
CONCTETE TYPE II
JI
I I
J
8" MINIMUM BASE THICKNESS
TYPICAL BASE REINFORCEMENT SHALL BE:
8" AASHTO NO. 57
NO. 4 BARS ® 12" O,C, FOR DEPTHS UNDER 6'
STONE - COMPACTED
NO. 4 BARS ® 9" O,C, FOR GREATER DEPTHS
CONCRETE SUPPORT
�wM AQUA
Aqua North Carolina, Inc.
- 23 _ I ^ 1j°
MANHOLE COVER TYPE BJ
-
23
CONC. ADJUSTING
r
BY PLUMBER
MANHOLE COVER TYPE J
I
22j"
I
6" PVC RISER J -
_ BY LICENSED UNDERGROUND
rf"
J_
I
244"
ELDER VALVE
TERMINAL DEPTH AS
301"
REQUIRED FOR HOUSE
SERVICE (18" MIN,
2% MIN. 45' BEND
USF 170 MANHOLE RING
f_ 6" MINIMUM
MANHOLE FRAME AND COVER DETAILS AQUA
Aqua North Carolina, Inc.
HEAT SHRINK MANHOLE CAST IRON FRAME AND
ENCAPSULATION SYSTEM COVER. SEE NOTE #1
- SEE NOTE #2
CONCRETE ADJUSTING
RINGS (AS REQ'D)
4" MIN. JI
CONICAL MANHOLE TOP
HEAT SHRINK MANHOLE
ENCAPSULATION SYSTEM CAST IRON FRAME AND
- SEE NOTE #2 COVER. SEE NOTE #1
2' -6" CONCRETE ADJUSTING
RINGS (AS REQ'D)
4" MIN
° ft AQUA
Aqua North Carolina, Inc.
SANITARY GRAVITY, FORCE MAIN, REUSE MAIN, 9. NO WATER PIPE SHALL PASS THROUGH OR FINISHED GRADE
STORM SEWER, & POTABLE WATER MAIN COME IN CONTACT WITH ANY PART OF A
SEPARATION NOTES & SOLUTIONS SANITARY SEWER MANHOLE OR STORM SEWER 3' MIN c
STRUCTURE. 10.00' MIN
1. A MINIMUM HORIZONTAL SEPARATION OF TEN FINISHED GRADE Q
(10) FEET OUTSIDE TO OUTSIDE SHALL BE OTABLE WATER MAIN
MAINTAINED BETWEEN WATER MAINS AND c
SANITARY GRAVITY SEWER OR STORM SEWER SANITARY GRAVITY U
LINES. ' I'I � MAIN OR STORM SEWER
J1�
2. A MINIMUM HORIZONTAL SEPARATION OF WATER MAIN z
THREE (3) FEET OUTSIDE TO OUTSIDE SHALL BE 18" MIN FINISHED GRADE
MAINTAINED BETWEEN WATER MAINS AND "REUSE WATER ICI
RECLAIMED WATER LINES CARRYING UNRESTRICTED MAIN" SHALL BE 3' MIN
PUBLIC ACCESS REUSE WATER. BURIED TO 6' AT ROSSI G HAZARD
INTERSECTIONS OR r 18" MIN
3. IN AREAS WHERE IT IS NOT PRACTICAL TO WHERE CROSSING 11
MAINTAIN THE REQUIRED SEPARATION, THE WATER WITH POTABLE
MAIN MUST BE LAID IN A SEPARATE TRENCH OR
ON AN UNDISTURBED EARTH SHELF LOCATED ON WATER LINE AND *SANITARY POTABLE
ONE SIDE OF THE SANITARY GRAVITY SEWER, WILL MAINTAIN I WATER
STORM SEWER OR RECLAIMED WATER LINE AT EIGHTEEN (18) INCH I MAIN
SUCH AN ELEVATION THAT THE BOTTOM OF THE CLEARANCE
WATER MAIN IS AT LEAST EIGHTEEN (18) INCHES
ABOVE THE TOP OF THE OTHER LINE. GRAVITY MAIN
10. A MINIMUM OF VERTICAL SEPARATION OF OR STORM SEWER
4. IF THE MINIMUM ALLOWABLE TEN (10) FOOT EIGHTEEN (18) INCHES OUTSIDE TO OUTSIDE
HORIZONTAL SEPARATION OR EIGHTEEN (18) INCH SHALL BE MAINTAINED BETWEEN WATER MAIN, 16. DEVIATIONS AND OTHER ALTERNATIVES SHALL
VERTICAL SEPARATION IN A SEPARATE TRENCH SANITARY GRAVITY SEWER, STORM SEWER OR
CANNOT BE MAINTAINED, UPGRADE THE WATER RECLAIMED WATER LINES. BE CONSIDERED ON CASE -BY -CASE BASIS AND
MAIN TO DUCTILE IRON, IF THE OTHER LINE IS A MUST RECEIVE SPECIFIC APPROVAL BY NCDENR o
STORM SEWER. 11. WHEN THERE IS LESS THAN TWENTY FOUR PRIOR TO IMPLEMENTATION
(24) INCHES VERTICAL CLEARANCE BETWEEN THE O
5. IF THE NON- CONFORMING LINE IS A GRAVITY WATER MAIN AND STORM SEWER, THE WATER 17. THERE SHALL BE AN EIGHTEEN (18) INCH F
SANITARY SEWER, AND TEN (10) FEET OF MAIN SHALL BE UPGRADED TO DUCTILE IRON. VERTICAL SEPARATION BETWEEN WATER MAINS
ONE FULL LENGTH OF PIPE SHALL BE CENTERED AND SANITARY SEWER FORCE MAJNS AT a
HORIZONTAL SEPARATION OR EIGHTEEN (18)
INCHES VERTICAL SEPARATION IN A SEPARATE AT THE POINT OF CROSSING. CROSSINGS WITHOUT EXCEPTION. CONFLICTS WITH w
EXISTING LINES, WHERE IT IS NOT POSSIBLE TO
TRENCH CANNOT BE MAINTAINED. UPGRADE THE MAINTAIN THE REQUIRED SEPARATION, IT SHALL 12, IF THE NON- CONFORMING IS A SANITARY
GRAVITY SANITARY SEWER (IF BEING NEWLY BE REPORTED TO AQUA NORTH CAROLINA,
INSTALLED) TO AWWA C -900, D.R. 18 PVC AND EIGHTEEN SEWER WHERE THERE IS LESS THAN F_
EIGHTEEN (18) INCHES VERTICAL CLEARANCE INC. /ENGINEER. SPECIAL SOLUTIONS MUST BE �
HYDROSTATICALLY TEST IT TO 150psi. ACCEPTED BY NCDENR PRIOR To
FROM THE WATER MAIN, UPGRADE THE SANITARY IMPLEMENTATION.
6. IF THE OTHER LINE IS A RECLAIMED WATER GRAVITY SEWER TO DIP PVC AND
LINE AND THE ABOVE SEPARATION REQUIREMENTS HYDROSTATICALLY TEST IT TO WATER MAIN
ARE NOT MET, UPGRADE THE RECLAIMED WATER STANDARDS. PIPES SHALL BE LOCATED SO THAT
LINE MATERIAL TO DUCTILE IRON. JOINTS ARE AS FAR AS POSSIBLE FROM EACH
OTHER.
7. DEVIATIONS AND OTHER ALTERNATIVES SHALL 13. IF THE OTHER LINE IS A RECLAIMED WATER
BE CONSIDERED ON CASE -BY -CASE BASIS AND LINE AND THE ABOVE MINIMUM SEPARATION IS
MUST RECEIVE SPECIFIC APPROVAL BY AQUA NOT MET, UPGRADE THE RECLAIMED WATER LINE
NORTH CAROLINA, INC. AND NCDENR PRIOR TO
IMPLEMENTATION. MATERIAL TO DUCTILE IRON.
S. THERE SHALL BE AT LEAST A TEN (10) FOOT 14. SPECIAL STRUCTURAL SUPPORT OR
SEPARATION BETWEEN WATER MAINS AND CONCRETE SADDLES MAY BE NECESSARY AT THE a
SANITARY SEWER FORCE MAINS WITHOUT CROSSING LOCATION.
EXCEPTION. FIELD PROBLEMS SHALL BE 00 N
15. IT IS PREFERABLE TO LAY THE WATER MAIN \
REPORTED TO NCDENR /ENGINEER. SPECIAL ABOVE THE CROSSING HAZARD. 4 o
SOLUTIONS MUST BE ACCEPTED BY NCDENR a
PRIOR TO IMPLEMENTATION. 4
AS REQUIRED
MIN
"DOWNSTREAM"
LOT LINE CLEANOUT
5' MIN 'Y" FITTING
30' BEND
REMOVABLE STOPPER SEWER MAIN
SET IN JOINT COMPOUND SIZE VARIES
ELDER VALVE
ELAN
COMBINATION WYE
tTE 30' (NP)
R MAIN 45' MAX
VARIES
PROFILE
FRAME AND COVER
SANITARY"
D
RUBBER r
CHIMNEY
SEAL
2 COATS (8 MIL I-
EA) COAL TAR
EPDXY, INTERIOR \ :p
& JOINTS -
E
A -LOK OR LINK SEAL GASKET
CONC. FILL IN
BENCHING
FINISH GRADE
AQUA NORTH CAROLINA
CONC. ADJUSTING
RESPONSIBILITY
BY PLUMBER
ADJUST TO GRADE WITH
PRECAST CONCRETE GRADE
PROVIDE BRASS RING & PLUG
w
z_
IN TRAFFIC AREAS
6" PVC RISER J -
_ BY LICENSED UNDERGROUND
(SINGLE PIECE)
UTIUTY CONTRACTOR
j,
r�
ELDER VALVE
TERMINAL DEPTH AS
SEALANT
REQUIRED FOR HOUSE
SERVICE (18" MIN,
2% MIN. 45' BEND
5' -0" MAX)
f_ 6" MINIMUM
COMBINATION WYE
tTE 30' (NP)
R MAIN 45' MAX
VARIES
PROFILE
FRAME AND COVER
SANITARY"
D
RUBBER r
CHIMNEY
SEAL
2 COATS (8 MIL I-
EA) COAL TAR
EPDXY, INTERIOR \ :p
& JOINTS -
E
A -LOK OR LINK SEAL GASKET
CONC. FILL IN
BENCHING
FINISH GRADE
NON -SKID SURFACE
CONC. ADJUSTING
r
RUNGS (5 MAX)
ADJUST TO GRADE WITH
PRECAST CONCRETE GRADE
ti
• DIAMETER
RINGS
OF PIPE
1
ECCENTRIC
.•
CONICAL SECTION
j,
r�
STRIP JOINT
3" MIN
SEALANT
.4
::
PRE -CAST CONC.
*arxrti
SEE NOTE
4
FOR TOP SLAB TO BE COATED WITH
Of Q
9" MI N
BITUMINOUS COATING (2 COATS-
I
#89 CRUSHED STONE
MH DEPTH A B C E F
UP TO 12 48" 8" 24.5" 15" AS REQ'D 8"
12' TO 18' 60" 8" 24.5" 15" AS REQ'D 10°
18' AND DEEPER 72" 8" 24.5" 15" AS REQ'D 14"
MANHOLE SIZE
UP TO 24" PIPE: 48" MANHOLE
UP TO 36" PIPE: 60° MANHOLE
OVER 36" PIPE: 72° MANHOLE
NOTES:
1. PRE -CAST CONCRETE SHALL BE TYPE 2 CEMENT (4,000 PSI).
2. LIFT HOLES NOT PERMITTED THROUGH PRE -CAST SECTIONS.
3. ALL OPENINGS SHALL BE SEALED WITH NON- SHRINK GROUT.
4. INSTALL FLOW CHANNEL INSIDE MANHOLES.
5. SERVICE LATERALS SHALL GENERALLY NOT BE PERMITTED DIRECTLY INTO MANHOLES.
6. PLACE TWO HALF -MOON SHAPED PLYWOOD (3/8" TH. MIN.) IN BOTTOM OF MANHOLE AFTER PIPES HAVE
BEEN CONNECTED TO KEEP DEBRIS FROM ENTERING SEWER.
7. REINFORCING STEEL PER ASTM C478 -88A.
8. PROVIDE 5' X 5' X 12" CONCRETE COLLAR AROUND COVER FRAME, WITH 4 - #4 REPAR E.W. IN UNPAVED
AREAS.
9. PROVIDE PIPE TO MANHOLE SEAL: A -LOK GASKET PER ASTM C -433 SPECIFICATION CAST INTEGRALLY IN
MANHOLE WALL AND LOCATED AS DIRECTED. GASKET DESIGNED TO MEET TEST AND PERFORMANCE
REQUIREMENT OF ASTM C -425 SPECIFICATION. JOINT SHALL ALLOW 10' OMNIDIRECTIONAL DIRECTION.
10. JOINT SEALANT SHALL BE BUTYL RUBBER OR BITUMINOUS MASTIC GASKET PER ASTM C -990 SPECIFICATION.
PROVIDE BUTYL -LOK BY A -LOK PRODUCTS, INC.
11. MANHOLE STEPS SHALL BE } INCH GRADE 60 STEEL ENCAPSULATED IN POLYPROPYLENE CONFORMING TO
ASTM C478.
12. MANHOLE FRAME AND GASKETED COVER SHALL BE NEENAH MODEL R -1743 OR AN APPROVED EQUAL.
13. SEAL MANHOLE FRAME AND GRADE RINGS WITH WRAPIDSEAL HEAT SHRINK ENCAPSULATION SYSTEM BY
CANUSA -CPS, INC.
14. MANHOLES GREATER THAN 15' SHALL HAVE AN INTERMEDIATE LANDING CONSTRUCTED OF PRECAST
CONCRETE.
15. MANHOLE UPSTREAM OF WW PLANT SHALL BE A GRIT TRAP TYPE WITH 2" SUMP.
16
nxsnx oaE STANDARD MANHOLE DETAIL AQUA
05/2012
Aqua North Carolina, Inc.
1 "/FT -
MIN. SLOPE /
? PIPE & MANHOLE
2' -0" MIN
(TYP)
1 " /FT
i-� • MIN. SLOPE
BENCH BEN
I
4,000 PSI a
CONCRETE
BENCH &
CHANNEL
? PIPE & MANHOLE
MANHOLE RADIUS TO BE
MAXIMUM POSSIBLE & CHANNEL
TO BE TROWEL FINISH
JOINT
BENCH
r-
SLOPE
2' -0" MAX
d,. 6" MIN
SLOPE
F •.•
JOINT
MANHOLE CHUTE IS TO BE USED =MSHTO CRETE
WHERE DIFFERENCE IN INVERT ANNEL
ELEVATIONS BETWEEN INCOMING PIPE AND OUTGOING PIPE IS LESS THAN 24. COMPACTED STONE
IF THE DIFFERENCE IS 24" OR
GREATER, THEN DROP CONNECTION
SHALL BE USED.
orrRn Ka
21
05/2012
60' 1 ROAD
ROW
MANHOLE CHUTE
AQUA
Aqua North Carolina, Inc.
\ ► L"
EA
\` a
1 r SLEEVING
\
� I I
C
FOR SINGLE
A E S I
SERVICES
c
1 j' SUELIANG OR
FOR
f= GREATER FOR DOUBLE
SERVICES
WATER MAIN
3' FROM EDGE WATER MAIN
OF PAVEMENT
10-0 TO-0
I
SLEEMNG
/ 1 r OR GREATER
FOR SINGLE SERVICE
MANHOLE FRAME AND COVER
NON -SKID SURFACE
_
FOR PERSONNEL SAFETY
H
O
ADJUST TO GRADE WITH
PRECAST CONCRETE GRADE
ti
• DIAMETER
RINGS
OF PIPE
1
.
SLOPE 1
MANHOLE STEPS
LLI
J
14" MIN
(ROTATED FOR CLARITY)
3" MIN
U
O
LA O
CONCRETE BONDING AGENT
ENTIRE EXTERIOR SURFACE EXCEPT
SEE NOTE
1 "/FT -
MIN. SLOPE /
? PIPE & MANHOLE
2' -0" MIN
(TYP)
1 " /FT
i-� • MIN. SLOPE
BENCH BEN
I
4,000 PSI a
CONCRETE
BENCH &
CHANNEL
? PIPE & MANHOLE
MANHOLE RADIUS TO BE
MAXIMUM POSSIBLE & CHANNEL
TO BE TROWEL FINISH
JOINT
BENCH
r-
SLOPE
2' -0" MAX
d,. 6" MIN
SLOPE
F •.•
JOINT
MANHOLE CHUTE IS TO BE USED =MSHTO CRETE
WHERE DIFFERENCE IN INVERT ANNEL
ELEVATIONS BETWEEN INCOMING PIPE AND OUTGOING PIPE IS LESS THAN 24. COMPACTED STONE
IF THE DIFFERENCE IS 24" OR
GREATER, THEN DROP CONNECTION
SHALL BE USED.
orrRn Ka
21
05/2012
60' 1 ROAD
ROW
MANHOLE CHUTE
AQUA
Aqua North Carolina, Inc.
\ ► L"
EA
\` a
1 r SLEEVING
\
� I I
C
FOR SINGLE
A E S I
SERVICES
c
1 j' SUELIANG OR
FOR
f= GREATER FOR DOUBLE
SERVICES
WATER MAIN
3' FROM EDGE WATER MAIN
OF PAVEMENT
10-0 TO-0
I
SLEEMNG
/ 1 r OR GREATER
FOR SINGLE SERVICE
MANHOLE FRAME AND COVER
D
LLI
(ROTATED FOR CLARITY)
H
O
ADJUST TO GRADE WITH
PRECAST CONCRETE GRADE
Z
RINGS
mil
\
1// A
I
`
MANHOLE STEPS
LLI
J
14" MIN
(ROTATED FOR CLARITY)
O
U
U
O
LA O
fV
Of
ENTIRE EXTERIOR SURFACE EXCEPT
w U
=
O
FOR TOP SLAB TO BE COATED WITH
Of Q
BITUMINOUS COATING (2 COATS-
O
COAL TAR EPDXY 16 MILS OFT
Q
CONCRETE BASE
TOTAL)
// 46" MIN
J
x FLANGE ADAPTER
ENTIRE INTERIOR SURFACE EXCEPT
COUPLING
FOR TOP SLAB TO BE COATED (2
O
r A -LOK SEAL OR LINK
SEAL AT WALL OPENING
COATS WHITE EPDXY 12 MILS OFT
TOTAL)
\
DIP
DIP F TO d
PUMP STATION
CONCRETE SUPPORT
SUMP WITH GRATE COVER
SLOPE CONCRETE FLOOR TO
PLAN
~
(V r7 In (0 0
SUMP (MIN 1 X SLOPE)
MANHOLE
12" TEE WITH AUTOMATIC AIR / - FLANGE ADAPTER
COUPLING
RELEASE VALVE
/ \ DIP FROM
PUMP STATION
o
\ L I SUMP
STANDARD 5' MANHOLE /
MANHOLE STEP MANHOLE COVER
PROFILE
NOTES:
1. *FINISHED GRADE WILL VARY. WHEN DISTANCE BETWEEN
GRADE AND TOP OF COVER WILL EXCEED 6 INCHES, INSTALL
BOLLARD AT EACH CORNER TO PROTECT VAULT. SEE
BOLLARD DETAIL.
2. SEE VAL -MATIC VALVE AND MANUFACTURING CORP. CATALOG
FOR CONFIGURATION AND MATERIALS OF VALVES.
3. FITTINGS AND PIPE FOR VALVES SHALL BE BRASS
14 AQUA
aExsox a.E AIR RELEASE VALVE DETAIL
05/2012 Aqua North Carolina, Inc.
� ft AQUA ° °
amanx o� aEY1GK aaE AQUA
Aqua North Carolina, Inc. Aqua North Carolina, Inc.
NOTE:
1. THE SITE DEVELOPER SHALL LEAVE THE
CLEANOUT RISER 3' -4' ABOVE GRADE AND IT c
SHALL REMAIN SO UNTIL LOT BUILD OUT. THE -
RISER SHALL THEN BE CUT AND CAPPED AT
FINISHED GRADE WITH A CONCRETE PAD.
2. ALL CLEANOUTS TO BE FLUSH WITH FINISHo
GRADE. 6 a
3. UTILITY CONTRACTOR TO INSTALL & PRESSURE
TEST WYE AND INSTALL PLUG. PLUMBER TO t
REMOVE PLUG, INSTALL CLEANOUT AND 0
CONCRETE PAD.
4. MARK CURB WITH °S" WHERE LATERAL CROSSES
UNDER CURB. ff
5. ALL COMMERCIAL AND RESIDENTIAL SINGLE
LATERALS SHALL HAVE 4" CLEANOUTS.
6. MAINTAIN A MINIMUM OF S CLEARANCE FREE OF
ALL PLANTINGS & STRUCTURES AROUND
CLEANOUT.
7. CLEANOUT CAPS SHALL BE SLOTTED OR HAVE A
RECESSED NUT.
8. CLEAN - OUT (SHOWN DASHED) SHALL BE
INSTALLED BY THE UTILITY CONTRACTOR TO
FINAL CONFIGURATION IN ACCORDANCE WITH
STANDARD PLUMBING CODE.
9. DOUBLE LATERALS ARE TO BE AVOIDED
WHENEVER POSSIBLE. LOCATE DOUBLE LATERAL
AS CLOSE TO LOT LINE AS POSSIBLE, 5' J
MAXIMUM. a
10- INVERT OF SERVICE LATERAL SHALL NOT ENTER o
SEWER MAIN BELOW PRING LINE.
11. DOUBLE SERVICE LATERAL To BE USED ONLY
WHEN WHEN BOTH BUILDING SLABS ARE NOT r
GREATER THAN 4 °- INCHES ELEVATION g
DIFFERENCE.
12. SERVICE LATERAL, PIPING AND FITTINGS TO BE w
U
fi° SDR35 PVC UNLESS OTHERWISE NOTED.
( GASKETED ONLY)
13. INSTALL 4"X4" (TOP ONE -FOOT PAINTED GREEN) N
AND 3M MAGNETIC MARKER TO IDENTIFY
LOCATION OF CLEANOUT(s) AT THE PROPERTY v
LINE 0-
14. ALL LATERALS SHALL HAVE C.O. SET 0 2 -FT
BACK OF CURB OR 2 -FT BACK OF SIDEWALK.
IF SIDEWALK IS IMMEDIATELY ADJACENT To
CURB, DO NOT PLACE C.O. IN SIDEWALK.
15. AQUA NORTH CAROLINA, INC.
REPAIR /MAINTENANCE RESPONSIBILITY FOR
SANITARY LATERALS IS FROM THE MAINLINE TO
THE C.O. DESCRIBED IN THE NOT ABOVE. THE
PROPERTY OWNER IS RESPONSIBLE UPSTREAM
OF C.O.
16. PVC SDR -26 SHALL BE USED FROM THE C.O.
TO THE MAINLINE WHERE AQUA NORTH
CAROLINA, INC. IS RESPONSIBLE FOR
REPAIR / MAINTANCE. N
4� C4 REVISED 7/1/15
Lo
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