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1 STORY FRAME
BUILDING TO
REMAIN
LOCATION OF
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REMAIN — PER
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CLEAR AND GRUB AREA
PROPERTY LINE
ADJOINING PROPERTY LINE
INTERNAL PROPERTY LINE
OVERHEAD UTILITY
EXISTING
UTILITY POLE
EXISTING
SANITARY SEWER MANHOLE
EXISTING
SANITARY SEWER LINE
SETBACK
LINES
EXISTING
FIRE HYDRANT
PROPOSED SANITARY SEWER MANHOLE
EXISTING
WATER LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
LIMITS OF CONSTRUCTION
PROPOSED TREELINE
EXISTING TREELINE
DEMO TREELINE
.
EXISTING CONDITION NOTES:
1. PARCEL BOUNDARY INFORMATION SHOWN PER FIELD SURVEY
OBTAINED FROM SURVEY CAROLINA, PLLC
2. TOPOGRAPHIC DATA PER FIELD SURVEY PERFORMED BY SURVAY
CAROLINA, PLLC AND NC ONE MAP CONTOURS.
3. EXISTING SANITARY SEWER LOCATIONS HAVE BEEN SHOWN PER
INFO RECEIVED FROM SILER CITY PUBLIC WORKS DEPARTMENT AND
SURVEY CAROLINA, PLLC.
4. EXISTING BUILDINGS, AND ROADWAYS HAVE BEEN ESTIMATED PER
AERIAL IMAGERY AND FIELD SURVEY.
5. EXISTING SEPTIC SYSTEM TO BE ABANDONED PER CHATHAM
COUNTY ENVIRONMENTAL HEALTH STANDARDS AND PERMITTING.
EXISTING SEPTIC TANK TO BE ABANDONED SHALL BE PUMPED,
CRUSHED AND FILLED. SEWER SERVICE TO BE CONNECTED TO THE
EXISTING MUNICIPAL SEWER SERVICE CONNECTION PRIOR TO SEPTIC
TANK ABANDONMENT.
30
GRAPHIC SCALE
15 30 60
( IN FEET )
1 inch = 30 ft.
AM \.
240
COMMUNITY BAPTIST CHURCH
2575 HAMP STONE ROAD
SILER CITY, NC 27344
CONTACT: PASTOR MARK AGAN
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Sheet No.

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HiIRCH
634.5
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137 LF 6" COIR FIBER STOCKPILE AREA
\ 6�O PVC k BAFFLE (TYP) /
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EROSION CONTROL NOTES
PROPERTY LINE
ADJOINING PROPERTY LINE
OVERHEAD UTILITY
EXISTING UTILITY POLE
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER LINE
SETBACK LINES
EXISTING FIRE HYDRANT
PROPOSED SANITARY SEWER MANHOLE
EXISTING WATER LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LIMITS OF CONSTRUCTION
PROPOSED TREELINE
EXISTING TREELINE
SILT FENCE
SILT FENCE STONE OUTLET
1. AT ALL TIMES DURING CONSTRUCTION, THE NC DEMLR SELF INSPECTION AND MONITORING FORM MUST BE KEPT ON SITE AND UP TO DATE. THE FORM
CAN BE OBTAINED AT HTTP: //DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY—MINERAL—LAND—RESOURCES/
EROSION—SEDIMENT—CONTROL/FORMS
2. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED AT LEAST ONCE PER 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL
EVENT GREATER THAN 1.0 INCHES PER 24 HOUR PERIOD.
3. ALL STORMWATER DISCHARGE OUTFALLS (SDO'S) MUST BE INSPECTED AT LEAST ONCE PER 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL
EVENT GREATER THAN 1.0 INCHES PER 24 HOUR PERIOD.
4. GROUND STABILIZATION WILL BE APPLIED WITHIN 14 CALENDAR DAYS FROM LAST LAND DISTURBING ACTIVITY. FOR STEEP SLOPES, THAT AREA MUST
BE STABILIZED WITHIN 7 CALENDAR DAYS" TO THE CONSTRUCTION SEQUENCE.
5. CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO AVOID THE SILTING OF STREAMS, LAKES OR OTHER WATER COURSES DUE TO THE
CONSTRUCTION OF THIS PROJECT.
6. EFFECTIVE EROSION CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE COMMENCEMENT OF CLEARING, GRADING, EXCAVATION, OR OTHER
OPERATIONS THAT WILL DISTURB THE NATURAL PROTECTION. THE EROSION CONTROL DETAILS SHOWN HEREIN ARE FOR THE CONTRACTOR'S REFERENCE.
THE DETERMINATION OF WHICH DETAIL IS APPLICABLE AS THE WORK PROGRESSES SHALL BE AS SHOWN ON THE PLANS OR MADE BY THE ENGINEER.
7. ALL DITCHES SHALL BE STABILIZED AS SOON AS PRACTICAL TO MINIMIZE EROSION.
8. THE CONTRACTOR SHALL REFER TO THE DETAILED SPECIFICATIONS FOR A DESCRIPTION OF ADDITIONAL EROSION CONTROL REQUIREMENTS.
9. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN A GOOD, WORKING STATE OF REPAIR UNTIL THEIR USE IS NO LONGER
WARRANTED. AT THAT TIME, THE EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF SO AS TO CAUSE NO STREAM SILTATION.
10. LOCATION OF SILT FENCE OUTLETS MAY BE ADJUSTED PER FIELD CONDITIONS AS NEEDED. ADDITIONAL SILT FENCE STONE OUTLETS MAY BE ADDED IF
NEEDED.
PHASE 1 — CONSTRUCTION SEQUENCE
THE CONTRACTOR SHALL CONDUCT SELF —INSPECTIONS OF THE EROSION AND SEDIMENTATION CONTROL MEASURES AND COMPETE THE
FOLLOWING COMBINED SELF —INSPECTION FORM FOUND ON THE DEMLR WEBSITE
HTTPS: //FILES. NC. GOVACDEO/ENERGY%20MINERAL%20AND%20LAND%20RESOURCES/STORM WATER APDES%20GENERAL%20PERMITS/
DEMLR—CSW—MONITORING—FORM—REV—APRIL-1-2019.PDF. TWELVE MONTHS OF COMPLETE INSPECTION FORMS SHALL BE KEPT ON —SITE AND
AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS RECOMMENDED A COPY BE KEPT IN A PERMITS BOX." (GS113A-54.1 (E), 15A NCAC
04B.0131, NCGO1 PART 3 SECTIONS A AND B)
la. CONTACT THE DEMLR RALEIGH REGIONAL OFFICE AT LEAST 48 HOURS PRIOR TO COMMENCING THE LAND —DISTURBING ACTIVITY. THE CONTACT
NUMBER IS [phone] (15A NCAC 04B .106(B))
2. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED BEFORE ANY LAND DISTURBING
ACTIVITIES OCCUR. A COPY OF THE E&SC PERMIT, THE COC, AND A HARD COPY OF THE PLAN MUST BE KEPT ON SITE, PREFERABLY IN A
PERMITS BOX, AND ACCESSIBLE DURING INSPECTION.
3. SELF —INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR
DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO
MAINTAIN MEASURES AS DESIGNED. ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN. A
RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING
4. WHEN THE PROJECT IS COMPLETE, THE PERMITTEES SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN." AFTER DEMLR INFORMS THE
PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT DEQ.NC.GOV/NCGO1 TO SUBMIT AN ELECTRONIC
NOTICE OF TERMINATION (E—NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E—NOT HAS BEEN FILLED OUT.
5. OBTAIN ALL APPLICABLE PERMITS FROM THE TOWN OF SILER CITY, CHATHAM COUNTY, AND NCDEQ.
6. NOTIFY NCDEQ LAND QUALITY SECTION 919-971-4200 AND THE TOWN OF SILER CITY 919-742-4731 AT LEAST 5 BUSINESS DAYS PRIOR TO
COMMENCING LAND DISTURBING ACTIVITIES TO SCHEDULE A PRE —CONSTRUCTION MEETING.
7. CALL NC ONE CALL TO LOCATE ALL EXISTING UTILITIES PRIOR TO ANY LAND DISTURBING ACTIVITIES. IF ANY UTILITIES ARE IN CONFLICT WITH
PLANS CONTACT THE ENGINEER.
8. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AND EXTEND EXISTING 15" RCP PIPE PER GRADING PLAN. STABILIZE RESULTING DISTURBED
AREAS.
9. CLEAR AND GRUB NECESSARY AREAS AND INSTALL SILT FENCE AND SILT FENCE STONE OUTLETS.
10. INSTALL PROPOSED TEMPORARY SEDIMENT BASIN PER PLANS. STABILIZE SIDESLOPES IMMEDIATELY.
11. INSTALL TEMPORARY DIVERSION DITCHES A & B AND STABILIZE IMMEDIATELY.
12. CLEAR AND GRUB REMAINDER OF THE SITE TO BE CLEARED.
13. ABANDON EXISTING SEPTIC SYSTEM TO BE REMOVED PER CHATHAM COUNTY ENVIRONMENTAL HEALTH REQUIREMENTS AND PERMIT. COORDINATE
THE ABANDONMENT OF THE EXISTING SEPTIC SYSTEM AND CONNECTION TO TOWN OF SILER CITY MUNICIPAL SEWER SERVICE WITH THE TOWN OF
SILER CITY PUBLIC WORKS AND CHATHAM COUNTY ENVIRONMENTAL HEALTH.
14. CONTINUE TO PHASE 2 CONSTRUCTION SEQUENCE.
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
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Sheet No.

XISTING
HiIRCH
634.5
EXISTING
\ \ PROPERTY BOUNDARY (TYP) \_ _
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EROSION CONTROL NOTES
PROPERTY LINE
ADJOINING PROPERTY LINE
OVERHEAD UTILITY
EXISTING UTILITY POLE
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER LINE
SETBACK LINES
EXISTING FIRE HYDRANT
PROPOSED SANITARY SEWER MANHOLE
EXISTING WATER LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LIMITS OF CONSTRUCTION
PROPOSED TREELINE
EXISTING TREELINE
SILT FENCE
SILT FENCE STONE OUTLET
TEMPORARY HORSESHOE INLET PROTECTION
1. AT ALL TIMES DURING CONSTRUCTION, THE NC DEMLR SELF INSPECTION AND MONITORING FORM MUST BE KEPT ON SITE AND UP TO DATE. THE FORM
CAN BE OBTAINED AT HTTP: (/DEO.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-RESOURCES/
EROSION-SEDIMENT-CONTROL/FORMS
2. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED AT LEAST ONCE PER 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL
EVENT GREATER THAN 1.0 INCHES PER 24 HOUR PERIOD.
3. ALL STORMWATER DISCHARGE OUTFALLS (SDO'S) MUST BE INSPECTED AT LEAST ONCE PER 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL
EVENT GREATER THAN 1.0 INCHES PER 24 HOUR PERIOD.
4. GROUND STABILIZATION WILL BE APPLIED WITHIN 14 CALENDAR DAYS FROM LAST LAND DISTURBING ACTIVITY. FOR STEEP SLOPES, THAT AREA MUST
BE STABILIZED WITHIN 7 CALENDAR DAYS" TO THE CONSTRUCTION SEQUENCE.
5. CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO AVOID THE SILTING OF STREAMS, LAKES OR OTHER WATER COURSES DUE TO THE
CONSTRUCTION OF THIS PROJECT.
6. EFFECTIVE EROSION CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE COMMENCEMENT OF CLEARING, GRADING, EXCAVATION, OR OTHER
OPERATIONS THAT WILL DISTURB THE NATURAL PROTECTION. THE EROSION CONTROL DETAILS SHOWN HEREIN ARE FOR THE CONTRACTOR'S REFERENCE.
THE DETERMINATION OF WHICH DETAIL IS APPLICABLE AS THE WORK PROGRESSES SHALL BE AS SHOWN ON THE PLANS OR MADE BY THE ENGINEER.
7. ALL DITCHES SHALL BE STABILIZED AS SOON AS PRACTICAL TO MINIMIZE EROSION.
8. THE CONTRACTOR SHALL REFER TO THE DETAILED SPECIFICATIONS FOR A DESCRIPTION OF ADDITIONAL EROSION CONTROL REQUIREMENTS.
9. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN A GOOD, WORKING STATE OF REPAIR UNTIL THEIR USE IS NO LONGER
WARRANTED. AT THAT TIME, THE EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF SO AS TO CAUSE NO STREAM SILTATION.
10. LOCATION OF SILT FENCE OUTLETS MAY BE ADJUSTED PER FIELD CONDITIONS AS NEEDED. ADDITIONAL SILT FENCE STONE OUTLETS MAY BE ADDED IF
NEEDED.
\ 5 \ �;° �� \ PHASE 2 — CONSTRUCTION SEQUENCE
\ \ \ ^ 1. MAINTAIN ALL PHASE 1 EROSION CONTROL MEASURES THROUGHOUT THE PROJECT.
2. BEGIN GRADING OF THE SITE AND BRING SITE TO FINISHED SUBGRADE.
pis \ 3. INSTALL ALL UNDERGROUND UTILITIES.
6, ♦ 4. ONCE SITE HAS ACHIEVED FINISHED GRADE AND ALL UNDERGROUND UTILITIES ARE INSTALLED STABILIZE ALL DISTURBED AREAS AND INSTALL STONE
1.5 EARTH BERM ABOVE BASIN J �\ BASE ON ALL PARKING AREAS.
\ \ FOR DIVERSION TO SLOPE DRAIN / \�♦♦ \ \ \
\ \ ��� f ♦♦♦ \ \ 5. COMPLETE BUILDING CONSTRUCTION.
\ nj� '♦i / 6. PAVE ALL PROPOSED PARKING AREAS.
/ \ � / S1 — \♦♦ \\ \ 7. STABILIZE ALL RESULTING DISTURBED AREAS.
♦ \\ \ 8. ONCE SITE IS COMPLETELY CONSTRUCTED AND STABILIZED AND WITH APPROVAL FROM NCDEQ AND THE TOWN OF SILER CITY, REMOVE ALL TEMPORARY
�/ `\ EROSION CONTROL MEASURES.
\ \ � \ .{-�♦ \ \ 9. STABILIZE ALL RESULTING DISTURBED AREAS.
\ /\ �� 5r CONCRETE
WASHOUT
TEMPORARY SOIL
_634— � co. STOCKPILE AREA
6FT x 6FT SILT DEWATERING BAG
PUMP TO HAVE FLOATING INTAKE
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\ STONE OUTLET (TYP.)
\ \ SILT FENCE (TYP) 18" HDPE SLOPE DRAIN SILT FENCE (TYP) _ / /
\ \ (TYP) SEE DETAIL
\ CLASS B RIP RAP PAD \ Ile
\ 18 INCHES THICK _ \ /
4FT x 4 FT (TYP)
GRAPHIC SCALE
_ —
\ 30 0 15 30 60 120 —�— Z 00 OWNER:
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2575 HAMP STONE ROAD
( IN FEET) SILER CITY, NC 27344
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Sheet No.

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TYPICAL TREE PLANTING
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PROPOSED
BUILDING
\FFE 636.50,
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THIN OUT INTERIOR BRANCHING
OF PLANT MATERIAL / TREE AS
PER SPECIFICATIONS.
3/4" BLACK RUBBER HOSE
NO. 12 GAUGE DOUBLE
STRAND GALVANIZED WIRE
PROTECTIVE TREE WRAPPING
REFER TO SPECIFICATIONS z
3 — 2"X2" SOUND HARDWOOD
STAKES OR APPROVED METAL
'T' STAKES Ln
5" HIGH SAUCER WITH A 4"
LAYER OF SHREDDED PINE
BARK MULCH.
SOIL MIX AS SPECIFIED
TREE ROOTBALL
ME
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THIN OUT INTERIOR BRANCHING
OF PLANT MATERIAL / TREE AS
PER SPECIFICATIONS.
3/4" BLACK RUBBER HOSE
NO. 12 GAUGE DOUBLE
STRAND GALVANIZED WIRE
PROTECTIVE TREE WRAPPING
REFER TO SPECIFICATIONS
3 — 2"X2" SOUND HARDWOOD
STAKES OR APPROVED METAL
"T" STAKES
5" HIGH SAUCER WITH A 4"
LAYER OF SHREDDED PINE
BARK MULCH.
SET TREE IN VEI
PRIOR TO STAKII
GRADES NOT TO
SLOPE H: V
SOIL MIX AS SPECIFIED
TREE ROOTBALL AS SPECIFIED REFER TO STAKING AN[
ON CONSOLIDATED PLANT LIST SPECIFICATIONS.
(B&B OR CONTAINER)
MULTI -TRUNK TREE PLANTING
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PLANTING OF TREES
LARGE TREE 75'0.C.(TYP.)
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\ 15'X150' SIGHT TRIANGLE
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N.T.S.
STAKES ON "HIGH" SIDE
OF TREE ONLY.
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DIRECTION
OF SLOPE
PLAN VIEW
AREAS
COMPACT FILL TO CREATE SAUCER.
TRENCH EDGER AROUND ENTIRE
AREA TO BE MULCHED.
SLOPES
LANDSCAPE NOTES
1. THE LANDSCAPE CONTRACTOR SHALL MAKE HIMSELF AWARE OF
EXISTING UTILITIES. HE SHALL NOTIFY THE RESPECTIVE PUBLIC
UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
2. PLANTING BEDS AND PLANT LOCATIONS SHALL BE STAKED BY THE
CONTRACTOR AND APPROVED BY THE OWNER OR OWNER'S
REPRESENTATIVL]PRIOR TO INSTALLATION.
3. PLANTING BEDS SHALL BE CLEARED OF ALL GRASS AND WEEDS
PRIOR TO INSTALLATION OF PLANTS, AND SHALL BE CULTIVATED AS
SHOWN ON THE PLANTING DETAILS.
4. ALL DISTURBED AREAS TO BE SEEDED UNLESS OTHERWISE NOTED.
5. PLANTING BEDS SHALL HAVE 4" SHREDDED HARDWOOD BARK MULCH
IN ENTIRE BED UNLESS OTHERWISE NOTED ON DRAWINGS.
6. ALL PLANTED AREAS SHALL BE TREATED WITH A WATER—SOLUBLE
HERBICIDE FOR THE NON —SELECTIVE CONTROL OF ANNUAL AND
PERENNIAL WEEDS PRIOR TO PLANTING.
7. ALL TREE AND SHRUB PITS SHALL BE BACKFILLED WITH A PLANTING
SOIL MIXTURE OF 1 PART PEAT MOSS, 3 PARTS TOP SOIL AND 1
PART SAND, THOROUGHLY MIXED.
8. ALL PLANTED AREAS TO BE FERTILIZED WITH GRANULAR FERTILIZER.
CONTRACTOR TO PROVIDE SOIL TEST AND FERTILIZER APPLICATION
RATES IF REQUIRED FOR APPROVAL.
9. SPRAY TREES AND SHRUBS WITH AN ANTI —DESICCANT IF FOLIAGE IS
PRESENT.
10. EVERGREEN TREES AND SHRUBS SHALL BE PLANTED THE SAME AS
DECIDUOUS MATERIAL.
11. DO NOT PRUNE ANY MATERIAL UNTIL IT HAS BEEN VIEWED AND
ACCEPTED BY THE OWNER OR OWNER'S RESPRESENTATIVE.
12. ALL PLANT MATERIAL TO BE NURSERY GROWN AND TO COMPLY WITH
AMERICAN STANDARD FOR NURSERY STOCK ANSI—Z60-1-1986.
13. ALL MATERIALS INSPECTED AT THE SITE AND FOUND NOT TO BE
ACCEPTABLE SHALL BE REMOVED FROM THE SITE ON THE DAY OF
REJECTION.
14. IMMEDIATELY AFTER A TREE IS PLANTED, IT SHOULD BE SUPPORTED
15'X150' SIGHT TRIANGLE WITH STAKES AND GUY WIRES TO FIRMLY HOLD IT IN PLACE. (SEE
\ DETAIL —THIS SHEET) REMOVE STAKES AND TIES AFTER ONE YEAR.
\ 15. THE LOWER TRUNKS OF NEW TREES SHOULD BE WRAPPED WITH
BURLAP OR PAPER TO PREVENT EVAPORATION AND SUN SCALD.
THE WRAPPING SHALL REMAIN ON THE TREE AT LEAST ONE YEAR.
16. PLANT ALL TREES AT LEAST 3 1 /2 FEET FROM THE END OF HEAD—
ON PARKING SPACES TO PREVENT DAMAGE FROM CAR OVERHANG.
10' SET BACK
GRAPHIC SCALE
20 0 10 20 40
80
( IN FEET )
I inch = 20 ft.
OWNER:
COMMUNITY BAPTIST CHURCH
2575 HAMP STONE ROAD
SILER CITY, NC 27344
CONTACT: PASTOR MARK AGAN
C A R �� �.,�
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Sheet No.

_ ............._,r .....f...... -..
C
Lay sod in a staggered
pattern with strips butted
tightly against each other. A
sharpened mason's trowel can
be used to tuck down the ends
and trim pieces.
orrect Butting -angled ends caused by the automatic
Incorrect sod cutting must be matched correctly.
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Roll sod immediately to Water to a depth of 4" Mow when the sod is es -
achieve firm contact as soon as the sod is tablished (2-3 wks). Set
with the soil. laid, and continue the mower high (2-3").
watering as needed.
Figure 6.12a Proper installation of grass sod (modified from Va SWCC).
3. Do not sod on gravel, frozen soils, or soils that have been treated recently
with sterilants or herbicides.
4. Lay the first row of sod in a straight line with subsequent rows placed
paralled to and butting rightly against each other. Stagger strips in a brick -like
pattern. Be sure that the sod is not streached or overlapped and that all joints
are butted tightly to prevent voids. Use a knife or sharp spade to trim and fit
irregularly shaped areas.
5. Install strips of sod with their longest dimension perpendicular to the
slope. On slopes 3:1 or greater, or wherever erosion may be a problem, secure
sod with pegs or staples.
6. As sodding of clearly defined areas is completed, roll sod to provide firm
contact between roots and soil.
7. After rolling, irrigate until the soil is wet 4 inches below the sod.
TYPICAL SODDING DETAIL
i
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MARKING POST
(SEE "MARKING POST (FOR
POTABLE WATER)" DETAIL)
z FINAL
2: GRADE
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PARKING STRIPING (TYP.) TRAFFIC ARROW (TYP.)
PA VEMEN T MARKINGS
1. PAINT SHALL BE PPG TRAFFIC AND ZONE MARKING PAINT,
11 LINE (ALKYD TYPE) AS MANUFACTURED BY PPG INDUSTRIES,
OR APPROVED EQUAL.
2. SURFACES SHALL BE FREE OF FA TS, OILS, GREASES OR OTHER
SUBSTANCES WHICH WOULD PREVENT PROPER BONDING OF PAINT
OR WHICH WOULD DAMAGE PAINT. SURFACES SHALL BE FREE OF
LOOSE OR LOOSEL Y ADHERING SUBSTANCES.
J. APPLY IN ACCORDANCE WITH MANUFACTURERS PRINTED INSTRUCTIONS.
4. REMOVE ALL SPLATTER AND PAINT OUTSIDE OF REQUIRED AREAS.
5. INSTALL PARKING STRIPES, TRAFFIC ROUTING LINES AND HANDICAP
AS SHOWN ON DRAWINGS.
- VARIES -
SEE SITE PLAN
CONCRETE 51DE-WA L K DE Tel lL
N. T. S.
VARIES - SEE SITE PLAN
*WALKWAY DETAIL IS FOR INTERNAL WALKWAYS ONLY* 4„
NOT FOR STREET SIDEWALK
SIDEWALK @ PAVEMENT DET.
N.T.S.
w
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PROTECTION AT ENDS OF CASINGS
(SEE "CASING END SEALS" DETAIL)
i
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PAVEMENT F
\
\-PIPE CASING SPACER
(SEE "CASING SPACERS (TYPICAL)"
RECEIVE OR DETAIL)
BORE PIT DISTANCE OF BORE
i
CASING PIPE
CARRIER PIPE RECEIVE OR
BORE PIT
WELDING:
STEEL CASING SECTIONS SHALL BE CONNECTED BY WELDING. WELD SHALL CONFORM TO AWWA C206.
NOTE:
1. ALL PIPE JOINTS WITHIN THE CASING ARE TO BE RESTRAINED.
2. TRACING WIRE TO BE INSTALLED THROUGH ALL CASED BORINGS AND CONNECTED TO MARKING POSTS
3. STEEL PIPE CASING SHALL CONFORM TO THE REQUIREMENTS OF ASTM A283, GRADE B, C, OR D. ALL JOINTS SHALL
BE WELDED. ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C206, "AWWA STANDARD FOR FIELD
WELDING OF STEEL WATER PIPE". COATING FOR STEEL CASING IS NOT REQUIRED.
4. STEEL PIPE CASING SHALL BE INSTALLED SYMMETRICAL ABOUT WATER MAIN CENTERLINE (TYP). PIPE CASING SHALL
BE LAID TRUE TO LINE AND GRADE WITH NO BENDS OR CHANGES IN GRADE FOR THE FULL LENGTH OF THE CASING.
DW17 - TYPICAL JACK AND BORE CASING PIPE
SCALE: N.T.S.
RUNNER
RISER
STAINLESS
PIPE / PIPE
JOINT
V MAX. V MAX.
PIPE
A CASING
SPACER
L10' MAX. (TYP.)
DISTANCE OF BORE
CARRIER PIPE
PIPE SIZE
CASING O.D.
THICKNESS*
6"
16"
1/4"
8"
18"
1/4"
10"
20"
5/16"
12"
24"
5/16"
16"
30"
3/8"
18"
30"
3/8"
20"
36"
1/2"
24"
42"
1/2"
(D
N
IRESERVED I
PARKING
12"
SIGN R7-8
SIGN APPROVED FOR USE
UNDER GENERAL STATUTE 20-37.6
STANDARD COLORS (ALL SIGNS):
BACKGROUND - WHITE
LETTERING/BORDER - GREEN
ARROW - GREEN
FIGURE - WHITE ON BLUE FIELD
CORNER RADIUS - 1 1 /2" (TYPICAL)
IRESERVED I
PARKING
MAXIMUM
PENALTY
cS 20-3 650
12"
SIGN R7-8E
THIS SIGN MAY BE USED IN
PLACE OF SIGNS R7-8/R7-8D
6" ASPHALT
ANGLES TO BE CONSTANT AROUND
ENTIRE CIRCUMFERENCE OF THE
NUMBER OF SPACERS PER
yTURER'S SPECIFICATIONS
F
CARRIER
PIPE
2' MAX.
* UNLESS OTHERWISE
REQUIRED BY IN.D.O.T.,
MAXIMUM
PENALTY
3/8" (TYP)
2 5 0
3/8" (TYP)
GS 20-37.6
12"
SIGN R7-8D
SIGN APPROVED FOR
USE
UNDER GENERAL STATUTE
20-37.6
CCVEAN�, SIBLE
12"
VAN ACCESSIBLE SIGN
SIGN APPROVED FOR USE
UNDER GENERAL STATUTE 20-37.6
GENERAL NOTES:
VAN ACCESSIBLE
SIGN (AS REQUIRED)
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CONDITION 1: PEDESTRIAN PATH DOES NOT
PASS UNDER OR AROUND SIGN.
CONDITION 2: PEDESTRIAN PATH GOES BY,
UNDER, OR AROUND SIGN.
1. REGARDLESS OF AGE, ALL ACCESSIBLE
SPACES SHALL BE IDENTIFIED BY ABOVE-
GROUND SIGNS ONLY. (SEE N.C.G.S.)
2. NEW SPACES SHALL NOT USE GROUND -
PAINTED SYMBOLS.
3. ACCESSIBLE SPACES ARE REQUIRED TO
BE STRIPED OFF ONLY; BLUE COLORING IS
NOT NECESSARY NOR REQUIRED.
4. STRIPING IS WHITE ON DARK PAVEMENT;
BLACK ON LIGHT PAVEMENT. (N.C.D.O.T.)
HANDICAP SIGN DETAILS
STAIN
STEEL E
N.T.S.
RAILROAD OR OTHER SUCH CASING PIPES STAINLESS
GOVERNING AUTHORITY.
STEEL BAND
METHOD 'A'
STEEL SHELL PIPE
CASING
RIBBED FLANGE- - y LINER SPACER
Irl CARRIER
LINER--� PIPE
BOTTOM HALF CASING
PIPE
SECTION "A -A"
NOTE:
1. CASING SPACERS SHALL BE CCS SERIES BY CASCADE WATERWORKS MFG. ALTERNATE CASING SPACERS MAY BE USED
WITH PRIOR APPROVAL FROM CITY UTILITIES PROJECT ENGINEER.
2. CITY UTILITIES APPROVED CASING SPACERS AND END SEALS SHALL BE INSTALLED PER MANUFACTURER'S
SPECIFICATIONS. USE A "CENTERED" CONFIGURATION AND PROVIDE THE MANUFACTURER WITH THE FOLLOWING
INFORMATION: CARRIER PIPE O.D., CASING PIPE I.D., AND CASING LENGTH.
DW18 - TYPICAL CASING SPACERS
SCALE: N.T.S.
BRICKS AND MORT"
(AS REQUIRE
WRAP WATER PIPES,
BULKHEADS WITH TV
LAYERS OF 15 POUI
BUILDING FE
CADDTFD DT
NOTE:
1. THIS STANDARD IS APPLICABLE FOR 4" DIAMETER AND LARGER CARRIER PIPE.
DW19 - TYPICAL CASING END SEALS
SCALE: N.T.S.
ADJOINING SLOPE = Y: X
SLOPE SHALL X WHERE X IS A
NOT EXCEED oY LEVEL PLANE
1: 20
WALK STREET
MEASUREMENT OF CURB RAMP SLOPE
x
PEDESTRIAN
WALK
10 SEE SIDE FLARE
NOTE BELOW
6' 48" 6'
MIN.
CURB RAMP
"X" IS 60" MIN. AT AN OUT SWING
n
INTEGRALLY COLORED
RED CONCRETE ON
DETECTABLE WARNING
SURFACE-i
NOTE: ACCESSIBLE RAMPS
AND CURB RAMPS WHERE
POURING OF A SEPARATE
INTEGRALLY COLORED
CONCRETE IS REQUIRED,
INSTALL SHEAR DOWELS
2'-0" O.C. AND KEYWAYS
TO PREVENT HEAVING OF
RAMPS W/ ADJACENT
SIDEWALK OR CONC.
SURFACE.
DOOR WITH A SLOPE OF 1:50 (2%) WARNING SURFACE
MAXIMUM. LEVEL SURFACE IS PREFERED. VARIES PER MANUF. _
SIDE FLARE NOTE: (SEE REFERENCE DIAGRAM
ABOVE). SIDE FLARES SHALL HAVE A
MAXIMUM SLOPE OF 1:10 (10%). WHERE "X" 0.9" IA.
IS LESS THAN 48", SIDE FLARE SLOPE 2.35" (TYP.)
SHALL BE 1: 12 (8.33%) MAXIMUM. WHERE "X"
IS LESS THAN 36".
SECTION OF "DOME STAMP" 2.35"
1 1 /2%
2%MAX.
PATTERN IN SURFACE
2.35" 0
0.9" DIA., n O O
0.2"H. _
LO
N (D O
PLAN
M O M
�1:12 (8.33%) MAX.
a r ___0 0a O
2.35" 2.35"
ELEVATION *SLOPE < 5% = WALK
TRIANGULAR PATTERN SQUARE PATTERN
(NOT RAMP).
"IN -LINE" RAMP
(EITHER PATTERN IS ACCEPTABLE)
PLAN OF "DOME STAMP" PATTERN IN SURFACE
CURB RAMPS MUST HAVE A DETECTABLE WARNING
NOTES:
FEATURE EXTENDING THE FULL WIDTH AND DEPTH OF
THE RAMP (MID -WALK "IN -LINE" RAMPS ONLY NEED
A CURB RAMP(S) MUST ALSO BE PROVIDED IN THE
DETECTABLE WARNINGS AT WALK/PARKING
PARKING LOT AT ALL INTERMEDIATE AND PERIMETER
TRANSITION). THE DETECTABLE SURFACE MUST
CURBS ALONG THE ACCESSIBLE ROUTE CONNECTING TO
CONSIST OF RAISED TRUNCATED DOMES WITH A
PUBLIC SIDEWALKS.
DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF
NOMINAL 0.2 INCHES AND A CENTER -TO CENTER
A RAMP IS ANY SLOPE GREATER THAN 1: 20 (5%) AND
SPACING OF NOMINAL 2.35 INCHES. THE TEXTURE OF
SHALL HAVE A MAXIMUM SLOPE OF 1: 12 (8.33%). THE
THE DETECTABLE WARNING FEATURE MUST CONTRAST
MAXIMUM SLOPE IS 1" OF RISE PER FOOT OF
WITH THE SURROUNDING SURFACES (EITHER
DISTANCE TRAVELED. ALL DETECTABLE WARNING AREAS
LIGHT -ON -DARK OR DARK -ON -LIGHT). SEE ABOVE.
OF THE RAMP ARE TO HAVE AN INTEGRAL RED COLOR.
LOCAL JURISDICTION
THE CLEAR WIDTH OF ANY RAMP IS A MINIMUM OF
THERE ARE LOCAL JURISDICTIONS
48".
THAT SPECIFICALLY REQUIRE DETECTIBLE
WARNINGS ON THE SIDE FLARES. THERE ARE LOCAL
CURB RAMPS HAVE A MAXIMUM RISE OF 6" AND DO
JURISDICTIONS THAT HAVE REDEFINED DETECTIBLE
NOT REQUIRE HANDRAILS.
WARNINGS (e.g. EXPOSED CONTRASTING COLOR
ANY RAMP WITH GREATER THAN A 6" RISE SHALL
AGGREGATE, GROOVES IN A PARALLEL OR DIAMOND
HAVE HANDRAILS ON BOTH SIDES AND CURBED EDGE
PATTERN ETC.). ACCESSIBILITY GUIDLINES DEFINED BY
PROTECTION ON BOTH SIDES. EDGE PROTECTION
LOCAL ORDINANCE SHOULD SUPERSEDE WHEN MORE
CONSISTS OF CURBS, WALLS, RAILINGS, OR
STRINGENT THAN ADAAG. IN THE ABSENCE OF A
PROJECTING SURFACES THAT PREVENT PEOPLE FROM
DEFINITION, FOLLOW ADAAG.
SLIPPING OFF THE RAMP. HANDRAIL DETAILS SHALL
FOLLOW ACCESSIBLE GUIDELINES.
TRUNCATED DOME
LATEX OR EPDXY PAVERS W/ SEALED
MODIFIED CEMENT 6"(W/ PAVERS) GROUT JOINTS
MORTAR LEVELING
COURSE. -o"MIN. OR FULL RAMP
N
a
s a' "
SECTION AT CURB RAMP WITH '
ALTERNATE TRUNCATED PAVERS W/DOMES
HANDICAP RAM P
NTS
32' min
NOTE:
1. ALL BORES AND TAPS TO BE IN LOCATION THAT IS SHOWN ON PLANS, ANY
VARIATION TO BE COORDINATED WITH THE NCDOT AND ENGINEER.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ANY
UNDERGROUND UTILITIES AND FOR ANY DAMAGE RESULTING TO LOCATED
UTILITIES.
3. IF THE GRADE OF THE PIPE AT THE JACKING END IS BELOW THE GROUND
SURFACE, SUITABLE PITS OR TRENCHES SHALL BE EXCAVATED FOR THE
PURPOSE OF CONDUCTING THE JACKING OPERATIONS AND FOR PLACING END
JOINTS OF THE PIPE. SUCH WORK SHALL BE SHEETED SECURELY AND BRACED
IN ACCORDANCE WITH OSHA TRENCH SAFETY REQUIREMENTS.
4. WHEN JACKING OF CASING HAS BEGUN, THE OPERATION SHALL BE CARRIED ON
WITHOUT INTERRUPTION, INSOFAR AS PRACTICAL, TO PREVENT THE CASING
FROM BECOMING FIRMLY SET IN THE SOIL.
5. PROPOSED WATER LINE AND EXISTING WATER LINE ELEVATIONS TO BE VERIFIED
AND FIELD CHECKED PRIOR TO BORING OPERATION BY CONTRACTOR.
6. IT IS THE CONTRACTOR'S/OWNER'S RESPONSIBILITY TO ENSURE SUFFICIENT
TRAFFIC CONTROL MEASURES ARE PROVIDED, INSTALLED, AND MAINTAINED
CORRECTLY PRIOR TO BORING OPERATION.
*WHERE SLOPE CAN BE
REDUCED TO BELOW 5% BY
EXTENDING LENGTH (RUN)
OF SLOPE, INTEGRAL COLOR
CONCRETE AND DETECTABLE
WARNINGS CAN BE
MINIMIZED. THIS TYPICALLY
OCCURS AT THE ENDS OF
WALKS AWAY FROM OUR
ENTRY.
*RAMP DETAIL IS FOR INTERNAL*
*WALKWAYS ONLY*
NOT FOR STREET SIDEWALK RAMPS
CASING SPACERS SHALL BE SPACED A MAXIMUM OF
EIGHT (8) FEET APART ALONG THE LENGTH OF THE
CARRIER PIPE WITH ONE CASING SPACER WITHIN
TWO (2) FEET OF EACH SIDE OF A PIPE JOINT AND
THE REST EVENLY SPACED.
BORE DETAIL AT
HAMP STONE ROAD
SCALE: NONE
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Sheet No.

Discharge Hose and Stormwater Runoff
Each HD sediment filter bag is designed to handle a discharge hose that is up to Br in diameter While bags will feature a hose inlet,
you can also place the hose by making a small incision in the fabric. Once the hose is in place, clamp the fabric to the hose via wire.
ties, clamps, rapes or similar seals -
filtered \Niter Runoff
Guide runoff from the bag into the nearest inlet.Take care to avoid causing any erosion -
Other Considerations
These dewatering sediment bags are rugged, but not indestructible, Be careful to properly monitor performance to ensure that
pump rates or concentrations of sediment are not excessive. Failure to do so may cause the filter bag to fail -Avoid multiple pipe
discharges into a single bag. One bag per discharge is recommended unless specifically designed.
Filtering Materials: Using our dewatering filter bag in conjunction with a flocculent or polymer for finer clay and organic media will
definitely improve flow rates, discharge clarity and percentage of solids retained.
Ask one of our technical staff members about options for sail media. testing and polymers that are site specific,
Specifications
Size
6' x 6' (1J6m x I_Smn
Materal
8 o7- Non-VVbven
tacit}►
Guide*
1.44 ycls'
Filter Date
(New Bag. ClearYYater)
90 glipm1sq-ft
A..03
80 iUS. Sieve
Microns
177 (0-177 mm)
I S' x I (4.57m x 3m)
8 oz. Non-V4(oven
6 ydO
90 gpmisq. It
80 US Sieve
177 (0.177 mm)
S' x 15' (4.57m x 4.57m)
8 oz. Non -men
9-6 yde
90 gpmPsq.Ik
90 US Sieve
177 (D.177 mm)
IS' x $0` ( 4.57m x 6.Im)
8 oz. Finn -Woven
17 }ids'
90 gpmisq.fit
80 US Siege
177 (0.177 mm)
I S' x 25' (4.57m x 7.6m)
8 oz. Non-Vftven
15 bliss
90 gpmi'sq. it
80 US Sieve
177 (0.177 mm)
15` x 6' (1.,8m x 1,8m)
10 oz. Non -Woven
1.44 Ids'
8S gpmtsq.-k
100 US Sieve
149 (0.149 mm)
S` x I W (4.S7m x 3m)
10 oz Non-4Ybven
6 7d5h
8S gpudsq. fit
100 US Sieve
149 (0.149 mm)
IS' x IS' (4.S7m x 4-57m)
10 oz- Non-VVov+en
9-6 rtl'
BS gpmfsq-ft
100 US Sieve
149 (4-149 mm)
IS' x 2Y (4-57m x Lim)
10 oz Non-Vowen
17 rtk'
IRS gpmllsq_ft
100 US SiEm
149 (0-149 mm)
IS! x 25' (4.57m x 7.6m) 10 Gz Non-Yobv+en 15 IRS gpmisq. fit 100 US Sieve 149 0.149 mm)
'91!!tpatky is ettin%2tbdl einlytind ii in d tit sd& i6r Liter`!-liijlunne Mg is d derrt art sail ea !kft aandti&m tf,,d we.
lydorwation is provided in Scrod hilfh-Ackial fs6d ww 2rte the only true henth rnirk fer iitt ipetAe humI i.
10' spacing
/J.
4'
Diversion min
Dike I-
Fvn stakes,. t
If ll��111T�1 !ii�Inlet"
Island over inlet
3:1
t_5' min
Plastic,
corrugated
`
fill `
pipe
JJ �-
lip
Top of
II
hand-cor pactW
Stabilize 41
'n I I�I
Top of
fil[ (island)
a r in
outlet
G
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[ 1
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diversion
�1
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17 _-
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Ndturpl 1
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-
'
, 5 mn
!I [ II_
4 ' min ►
Diversion
channel
level section
TEMPORARY SLOPE DRAIN
LOCATION PIPE DIAMETER
In
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
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CONCRETE WASHOUTS
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ISCONCOM VASHWT
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STRUCTURE
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
S. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
--_ 2. Place hazardous waste containers under cover or in secondary containment.
NORTH CAROLINA 3. Do not store hazardous chemicals, drums or bagged materials directly on the ground
Environmental Quality
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (anc this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6- Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDCs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to cleanup or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
S Streams or
O
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
where
hours of a rain
1- Description, evidence and date of corrective actions taken and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
6 Ground
()
After each phase
P
1. The phase of grading installation of perimeter E&SC
p g g(
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
P q
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-N01 and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART 11, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
EFFECTIVE: 04/01 / 191
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7 calendardays, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
pills and
() Oilspills
h an oral or electronic notification. The notification
Within 24 hours,
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill cr release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGOI SELF -INSPECTION, RECORDKEEPING AND REPORTING
NORTH CAROLINA
f, Environmental Quality'
EFFECTIVE: 04/01 / 19
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Sheet No.
i10

24" INS. DIA. STANDARD MANHOLE
PRE -LUBRICATED MANHOLE GASKET FRAME AND COVER DROP MANHOLE TO BE
MAXIMUM ADJUSTMENT WITH CONSTRUCTED FOR ALL } FLOW
NOTES 1. PAVEMENT SHALL BE CUT 70 TRUE LINE AND REMOVED BEFORE TRENCH IS CUT.
GRADE RINGS TO BE 1 FOOT FINISHED GRADE DROPS OVER 30" I
2. DIMENSION FOR TRENCH WIDTH MAY VARY AS REQUIRED TO ACCOMODATE
PROVIDE 1/2" MORTAR EXCAVATION, SHORING AND COMPACTION EOUIPMENT.
12" Max. OINT BETWEEN GRADE 3. WIOTH OF TRENCH FOR PIPE BEDDING TO BE AS SHOWN UNLESS A GREATER WOW IN UNPAVED GRAVEL AREAS, REPLACE GRAVEL WITH
n RINGS. /S RECOMMENDED BY PIPE MANUFACTURER OR REQUIRED FOR USE OF EOU/PWWr ON SITE. AGGREGATE m C7E9 TO "MATCH EXISTING
GROUT INVERT 1/2 THE PAV7 CUT TO EXTEND 6" BEYOND EDGES OF TRENCH AS SHOWN. SURFACE COMPACTED TO 6" THICKNESS
MANHOLES ALONG OUTFALL °= MASTIC SEALANT HEIGHT OF THE EFFLUENT 4. CONTRACTOR SHALL OBTAIN TESTING SERVICES ON COMPACTION OF THE BACK1-XL FROM A FIRM W/TH AN APPROVED NCDOT PAV7 SHALL BE CUT TO TRUE LINE AND REMOVED BEFORE TRENCH IS CUT.
LINES SHALL EXTEND 1B" MIN. _ PIPE CERTFI£D TECHNICIAN, AND PROVIDE REPORTS (WITH ME CERTIFICATION TESTING NUMBER) VERIFYING THAT THE COMPACTION ALL PAV7 REPAIRS TO BE /N ACCORDANCE WITH N.C.D.O.T. SPECS
EXTEND STONE 4" BEYOND CONFORMS WITH TH£ LATEST EDITION OF THE NCDOT STANDARD SPECIF/CAT/ONS
ABOVE GRADE UNLESS SHOWN ��' '• PAV7 CUT TO EXTEND 6" BEYOND EDGES OF 7RENCH AS SHOWN.
OTHERWISE ON THE PLANS. CONCRETE ENCASEMENT TRENCH SHALL BE BACK91LED AND THOROUGHLY TAMPED WITH SUITABLE WHERE EXIS77NG PAVEMENT /S /NSLIFF/C/ENT THICKNESS TO
n + MATERIAL TO LEVEL OF STONE. DEVELOP TIGHT SEAL W/7H NEW SURFACE, NEW PAVEMENT
JOINT DETAIL (SEE NOTE 2) SHALL LAP EXIS77NG SURFACE.
n = t IL1t
3' TRENCH WIDTH 1'JI STONE &PAV7 TO BE REPLACED BY CONTRACTOR W/TH LEAST ALL PAV7 REPAIRS 70 BE IN ACCORDANCE W17H N.C.D.O.T. SPEC.
.LGTEPS AT 16" PAVEMENT CUT I I INTERFERENCE W/TH TRAFFIC.
PROVIDE FLAT TOP J D.I. OR C.I. PIPE MAY NOT ENTER �2" S9.5B ASPHALT AND RLWOWD BEFORE TRENCH 1s cuT
PIPE O.D. f 16" (SEE NOTE 1) PAVT Sfd[L � CUT TO TRUE LINE
p . • CUT /N CONCRETE 12' CTON OR
SECTION WHEN GRADE MANHOLE THROUGH CONE SECTION aEPAfa ASN rrFf s-s S4 OR
• 6" OF I19.OB OR B25.OB ASPHAL PLACED TO S4w£O � Y OR
5-9.58 ASPN4LT PANNG
DOES NOT PERMIT USE e OR JOINT. A✓ AND COMPACTED /N TWO (2) 3jLIFTS
OF CONE SECTION Q D.l. OR C. TEE STPUC7URE glsnvrpgyr
In RECAST CONC MANHOLE L 1 S£CE07 B4CKFXL OR s 6
2 W MONOLITHIC BASE. �- ABC S70NE PLACED AND EXLmNG PAv7
- 3' MIN/MUM DEPTH OR COMPACTED IN 6" LIFTS
V 48" Min. INS/DE D/A. 5" w �' /N CONFORMANCE WITH THE LATEST R�u� �� 3 6 6
' .... , AS SHOWN ON S - PLAN �-
PIPE MAY NOT ENTER (SEE N07E ED177ON OF �E NCDOT STANDARD SPEC/F/G47TONS
I- 'NICKER 7M"' CUT PAV7 8' STONE
MANHOLE THROUGH CONE U) G X MNMUM DEP7N TAMPED 84CKFU
SECT/ON OR JOINT. ZS = I PIPE BEDDING MATERIAL (SEE NOTE 3) OR A$ SHOW ON Pews
W FLEXIBLE WATERTIGHT CONNECTOR EXTEND STONE 12" BEYOND - USE SAND AROUND ALL PLASTIC WATER LINES TAMPED a CA`TXL
O �3' NINMUM
.° , �a ; USE J67 S70NE AROUND CLAY AND 8' AND LARGER PLASTIC SEWER PIPE PIPE OR AS SHOWaV PLANSSLEEVE W\ STAINLESS STEEL BAND BASE OF MANHOLE PIPE
D.I.OR C.l. PIPE SECTION X = Y = 4" AROUND ALL PL4S77C WATER LINES, CLAY AND 8" AND
GROUT TO /N LARGER PLAS77C SEWER PIPE PIPE
.,. 8" X = Y = 0" AROUND ALL DUCTILE IRON AND COPPER P/PE, AND 4' & 6' a4CKRLL & 7HOR000HLY TM/P
SEAL ALL LIFT HOLES AND 2 1 2" s ' s I SCHEDULE 40 PLASTIC SEWER PIPE L
WaN SUIDI&E M4ZDML
SPACES AROUND PIPE INVERTS ° CONCRETE ENCASEMENT y1 Y = 6' UNDERCUT REQUIRED AT ANY INSTALLATION WHERE ROCK /S %D ACH OF $8' WTY SLL & >t LY TAW
tp w e . TRENCH TO BE 1B' WIDER IH4N PIPE OLl B4C SUITABLE Ad7ER14L
WITH HYDRAULIC CEMENT OR `Ni ° 12" ITV MASTIC SEALANT (3000 P. S. I.) PLAN PRESENT AT BASE OF TRENCH OR WIDER IF REQUIRED FOR TAMPING To LEM OF STONE
SHAPE BED TO FIT AT LEAST 10% OF OUTSIDE DIAMETER OF PIPE EQUIPMENT W USE AT S/7E TRENCH IO BE 18' WIDER THAN PIPE O4l
•v ' 90' D.I. OR Cl. BEND PAVEMENT REPAIR TYPICAL TYPICAL TRENCH SECTION TYPICAL TRENCH SECTION IN BITUMINOUS
MASTIC AS APPROPRIATE FOR p n n j: 7R VCH 7 IF BE M FOR rNPVF
A WATERTIGHT INSTALLATION.
NG
STONE BASE O-Rl USE O-RING & 2 1 /2" a
12" Min. MASTIC SEALANT 1/2 PIPE DIA. r '
D.l. OR C. PIPE OPEN CUT OF NCDOT SECONDARY ROAD IN CONC. PAVED AREA
SURFACE PAVED AREA
MAKE INVERT OF PIPE ALTERNATE JOINT DETAIL -AN FOR 12" DIAMETER AND SMALLER PIPE
FLUSH WITH PRECAST
INVERT. THESE SECTIONS ARE N/A ON NEW STREET CONST.
STANDARD PRECAST CONCRETE MANHOLE SECTION STANDARD DROP MANHOLE
R
TIME (MIN. SEC) REQUIRED FOR PRESSURE DROP FROM 3 1/2 TO 2 1/2 PSIG WHEN TESTING ONE PIPE
DIAMETER ONLY. INCREASE PRESSURE AS REQUIRED BY ENGINEER /F GROUNDWATER /S PRESENT.
PIPE DIAMETER, INCHES
4
6
8
10
12
15
18
21
24
25
0.•05
0.• 11
0.-18
0:23
0:27
:32
0:36
0: 45
0:54
50
0.•09
0:21
O.•36
0:45
0:54
1:03
1:12
1:30
1:48
75
0.14
0.•32
0:54
I.23
1:21
1:35
1:48
215
2:42
100
0.18
0.42
1:12
1:30
1:48
206
224
3.•00
3.•36
125
0.•23
0:53
1:30
1.53
2:15
2:38
3.•OO
3.45
4:30
150
0.•27
1:03
1:48
215
242
3.•09
3.•36
4:30
5:24
175
O.•32
1:14
206
2:38
3.09
3.•41
4:12
5:15
6:18
200
0.•36
1.24
224
3.•00
3.•36
4:12
1
4:48
6:00
7:12
225
0.•41
1:35
242
3.•23
4:03
4:44
1 5.24
6:45
1 8:06
250
0.45
1:45
3.•00
3:45
4:30
5:15
6:00
7.•30
9:00
275
0:50
1.56
3.• 18
4:08
4: 57
5: 47
6:36
8: 15
9:54
300
0:54
2:06
3.•36
4:30
5:24
6:18
7:12
9.00
10:48
350
1:03
2.27
4:12
5:15
6:18
7:21
8:24
10:30
12:36
400
1:12
2.48
4:48
6:00
7:12
8:24
9:36
1200
14:24
450
1:21
3.•09
5:24
1
1 6:45
8.66
9:27
10.•48
13.•30
16:12
500
k-TO
I3:30
6:00
7.•30
9:00
10:30
12.00
15:00
18:00
AIR TEST TABLE
INSECT
J VENT F,LE11 TO BE
SET 1 0 MIN. ABOVE
100 YR. FLOOD
LEVEL PER 100 YR.
FLOOD PLAIN
STUDY INFO. OR AS
REQU/RED BY THE
ENGINEER.
5"
IZZI&1y'!IXT1A
i
STAINLESS STEEL BANDS
PVC SADDLE
& GUTTER
MIN. GRADE OF 114 " PER FT.
45' OR 225' BEND
II
NO GRAVEL
ON SCH 40
TAP TO BE MADE ON THE
MAIN TOP QUARTER OF THE MAIN.
\ SUPPORT TAP & BEND
W/ WASHED STONE 167
* ON NEW CONSTRUCT/ON INSTALL WYES OF LIKE MATERIAL
STANDARD SERVICE CONNECTION
MORTAR TO WITHIN 1 1/2"
OF TOP OF FRAME.
FIN/SHED PAVEMENT OR GRADE j �-
USE WATERPROOF M.H.
FRAME AND COVER WHEN
2" SCH. 40 GAL
TOP OF MANHOLE /S LOW
100 YR. FLOOD LEVEL.
STEEL VENT PIPE
STANDARD MANHOLE FRAME
ELEVATE FRAME AS REO D
AND COVER DESIGNED FOR
WITH CONCRETE OR BRICK
H-20 LOADING W/310 LB.
& MORTAR TO MAKE LID
MINIMUM WEIGHT. USE
33 1/4"
FLUSH WITH PAVEMENT OR
MANHOLES ALONG OUTFALL
12"
DEWEY BROTHERS #
MH-RCR-2001 OR EQUAL.
t •.
SEAT FRAME ON 1/2" MIN.
GRADE UNLESS SHOWN
OTHERWISE S PLANS
LI S SHALL EXTEND
R4DE
OF CEMENT MORTAR
18 MIN/MUM ABOVE GRADE
<
°
UNLESS SHOWN OTHERWISE
A
4
°
ON PLANS.
III_
_
6" f
Q °
MANHOLE COVER TO
HAVE 7HE WORDS
.
/N FLOOD PRONE AREAS,
n °
",SAN/TARP SEWER"
,
USE WATERPROOF FRAME
CAST ONTO COVER.
-I
I<
AND COVER, DEWEY BROTHERS
j
UH-RCR-2001W OR EQUAL.
a°
I
I
A
STD. MANHOLE
$
4 CU. YD.
1ONCRETE.
MANHOLE FRAME &
COVER
ON
ST'D. M.H.
SEAL AROUND PIPE
WITH HYDRAULIC
CEMENT OR MASTIC.
NEW INSTALLATIONS
TYPICAL MANHOLE
VENT DETAIL
NOTES. -
I. WHERE CONSTRUCTION EASEMENT IS
40' WIDE CONSTRUCT/ON OR PERMANENT EASEMENT AVAILABLE FOR EMBANKMENT,
GENERALLY GRADE ENTIRE
PERMANENT EASEMENT AT 2% MAX
CROSS SLOPE. IN ANY EVENT,
PROVIDE 2Z MAX SLOPE FOR 10,
MIN. EACH SIDE OF MANHOLES.
2• PLACE EMBANKMENTS IN
CONSTRUCT/ON EASEMENT. WHERE
CONSTRUCT/ON EASEMENT /S NOT BASE
AVAILABLE, PLACE EMBANKMENTS IN
OUTER PORT/ON OF PERMANENT
EASEMENT. EMBANKMENT SLOPE
SHALL NOT EXCEED 3.•1 EXCEPT
WHERE SPECIFICALLY NOTED ON
PLANS OR SUFFICIENT EASEMENT /S
NOT AVAILABLE TO MAINTAIN A 12'
MIN. TRAVELWAY AT 29 MAX CROSS
SLOPE.
3 SLOPE OF FINISHED GRADE ALONG
PIPE LINE SHALL NOT EXCEED 209.
4• PROVIDE CULVERTS OR FORDS AT
CREEK CROSSINGS SO THAT
EASEMENT WILL BE ACCESSIBLE FOR
MAINTENANCE EQUIPMENT. -
TYPICAL SANITARY SEWER
EASEMENT CROSS SECTION
CONCRETE ENCASEMENT
(3000 PS/ M/X)
FULL PERIMETER
FINISHED GRADE\ 18" � � Z
\ aW
d °
G d z ° m
a °
COURSE----, d •' n
n �' +
I I -III -III �
° T � • • _I � I_I � I_I �
COMPACTED BACKF/LL d ° RAISE FRAME AS REQUIRED
WITH CONCRETE OR BRICK & G ° TILT FRAME AS REQ D TO
MORTAR TO MAKE LID FLUSH CONFORM TO PAVEMENT
WITH FINISHED PAVEMENT. SLOPE.
° STD. MANHOLE $
MANHOLE FRAME & COVER ADJUSTMENT ON
STREETS BEING RESURFACED
Manhole
18"
INSTALL CLEANOUT PLUG IN A CAST
IRON BOX WHEN CLEANOUT IS IN A
PAVED AREA,IN THE SHOULDER OF
THE ROAD OR OTHER AREA SUBJECT
TO TRAFFIC. USE: RUSSELL MBX-2,
VULCAN V8404-2 OR SUMTER MACHINE
MB2-MBC2 CAST IRON BOX.
1
k I WATER TIGHT
A I PLUG
it
O
SEWER CLEANOUT CONC COLLAR
R INSTALLED TO C.O.A. SPECIFICATIONS
SEE CONC. COLLAR DETAIL
II
45' BEND
CLEANOUT
WATER/AIR
TIGHT PLUG
WYE * EXTEND SERVICE LINE
BEYOND CLEANOUT.
* COMBINATION (WYE AND BEND) FIT77NGS
WILL NOT BE ACCEPTED ON SERVICE CONNECTIONS.
Schedule 40 Pipe
W/ Glue Cap.
Approx. 18" Long.
Pipe Size As
Shown On Plan
~� Install Washed
Stone Under Pipe
PLUG FOR FUTURE SEWER LINE
CONNECTION AT MANHOLE
Stub Proposed Pipe 3" into M.H.-)
Grout on Inside of M.H. Around Core Hole And Install
Connection W/ Hydraulic Cement Rubber Boot If Possible
13"
/ Proposed Connection
Existing Concrete Shelf
a d
°
° G G
C °
d 4
° -
p p p Washed
INc A p _ p Stone
MAIN LINE CONNECTION
TO EXISTING MANHOLE
PIPE DIA. +18"
COMPACTED EARTH
/HAND PLACED
I"
v
Al
a
R
a
GRANULA STONE FILL
GRANULAR STONE FILL NOT REQUIRED
WITH DUCTILE IRON PIPE.
P. V C PIPE FOR RESIDENT/AL USE ONLY.
SINGLE WALL (SDR 35)
PVC PIPE BEDDING
1/2" ANCHOR BOLT W/1
4" PROJECT/ON & NUT.
EI
PIPE DIA. +18"
COMPACTED EARTH
HAND PLACED
04
112 DIA.
14
GRANULAR STONE FILL
A.B.S. PIPE FOR RESIDENTIAL USE ONLY.
A.B. S. TRUSS PIPE OR PVC
PIPE CENTERED ON PIER }
w
m m
m ¢
BRICK Z
ao
'5yf00N, f0JA19Dff3N.ROCK CONO.
END VIEW
TRUSS PIPE BEDDING
3/8" x 2" F.B. STRAP
WITH 2
&9/9-v%/X:-
BRICK PIER FOR EXPOSED PIPE
SERVICE DROP INTO MANHOLE
PIPE DIA. +18" PIPE DIA. +18"
g COMPACTED EARTH
COMPACTED EARTH HAND PLACED
/HAND PLACED J- J
Q W
m
-� a ,
GRANULA STONE FILL GRANULA STONE FILL
CRUSHED STONE
DETAIL OF CLAY PIPE
BEDDING
ENCASEMENT
FOR CLAY PIPE
14 -20 FT DEEP
APPLY BITUMINOUS COATING 4 #4 BARS VERT (BENT) I3 BARS ® 12' O.C.
TO ALL EXPOSED METAL.
PIERS OVER 3'-O" IN HEIGHT
TO BE REINFORCED.
1/2" ANCHOR BOLT WITH
4" PROJECT/ON & NUT. SECT/ON
BATTER I" PER FT.
3/8" x 2" F.B. STRAP WITH
4 44 BARS BENT N _F2 1/2" LEGS
LU
9"
#3 BARS ® 12" O.C.
sN
a�3" J ` L
1:2.4 CONC. 3" '" j
Z
I 19"I II
F�VARLABLE� CARRY FOOTING TO BED ROCK
II II OR SOLID FOUNDAT/ON.
END VIEW
S/DE VIEW
CONC. PIER FOR EXPOSED PIPE
WATER TIGHT PLUG
DROP TYPE SERVICE CONNECTION
TEMPORARY WATER
/TIGHT PLUG
E1B Cr 1.
WATER TIGHT PLUG
v=
N�
45' BENS EXTEND SERVICE BEYOND CLEANOUT.
TEMPORARY WATER
WYE-_ TIGHT PLUG
MIN. GRADE OF114- PER FT.
1�
6"
#N. PROVIDE ADDITIONAL DEP7H AS
REQUIRED FOR GRAVITY FLOW.
45' BEND
�H _81x4" WYE
a ,
' ENCASE VC. WYES IN
��CONCRETE ONE FOOT
EACH SIDE OF FITTING.
SEWER MAIN o
SERVICE DROP INTO SEWER MAIN
Know what's below.
Call before you
R
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N N N N N N
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Sheet No.
i

UNDISTURBED EARTH
PLASTIC ...... PLASTIC
PLASTIC
PLAS77C
CONCRETE THRUST BLOCKING SCHEDULE
Fittin 9
Min. Blocking Area ft.'
Min. Concrete Re d. d
Size
90•
5•21ilk
TEE
90•
•e
Yf1
4
1
2
1
1
O.1
al
al
al
6
2
3
2
1
0..1
a/
al
al
8
4
5
3
2
01
0.2
a/
0.1
10
6
8
4
2
0.2
0.3
ai
0.1
12
8
11
6
3
0.3
a5
a2
0.1
14
1 11
15
8
1 4
0..5
1 0.8
1 0.3
0.1
16
14
19
11
6
0.7
1.1
0.5
0.2
18
17
24
13
7
0.9
1.5
0.6
0.3
20
21
30
16
9
1.2
2.1
0.8
a4
24
31
43
23
12
2.2
3.5
1.4
0.6
30
48
67
36
19
4.2
6.8
2.7
1.1
36
68
96
52
27
7.0
11.7
4.7
1.8
INCREASE BLOCKING AREA AND CONCRETE OUAN77TY FOR PRESSURES ABOVE 200
P. S 1. OR POOR SOIL CONDITIONS.
KEEP CONCRETE AWAY FROM JOINTS PLACE CONCRETE FAIRLY DRY AND FORM IF
REQUIRED FOR MAXIMUM AREA AG41NST UNDISTURBED SOIL.
ALL FITTINGS AND ACCESSORIES TO BE WRAPPED WITH 10 MIL POLYETHYLENE PRIOR
TO POURING BLOCKING.
USE 3000 P. S.I. CONCRETE.
EXTEND PIPE FOR PLUGS ON
ALL 7EES AND CROSSES.
USE RESTRAINED JOINT FITTINGS AND/OR CLAMPS
ON ALL JOINTS OF PLUG INSTALLATION
CONCRETE THRUST BLOCKING
PROVIDE JOINT RESTRAINT CLAMP ON
EXIS77NG LEAD JOINT FITTINGS AS
AVAILABLE FROM LAWS METER AND
SUPPLY OR EQUAL.
TAMPED
PROVIDE MECHANICAL JOINT
PLUG AT END OF PIPE
I� 4' �I
WEDGE -ACTION RETAINER GLAND ,
DIMENSION A" PLUS
TRENCH DIMENSION
W
ti
0
° DIMENSION A" PLUS
UNDISTURBED SOIL •° , . e TRENCH DIMENSION
MECHANICAL JOINT St
W/ WEDGE AC77ON RETAINER G ND SECTION
A PLUS
TRENCH DIM J
REINFORCING : 6" 16' P/PE, 12 17 BARS, 24" 36" P/PE, 12 If8 BARS, 3 ON EACH SIDE
------,UNDISTURBED SOIL ° s ° I I=
d a
' ° TAMPED BACKFILL
U ° ° ° PIPE
w °� ° ° n
III -III ° ° 4 - -
^ a
UNDISTURBED SOIL L °
SCHEDULE
PIPE DA.
CONC.
THRUST BLOCK
6'8' 12'
12"
12"
16"
16'
12"
20"
16'
12"
24"
16'
12"
30"
16'
14"
36"
16'
16"
SIZE OF CONC. THRUST BLOCK AROUND PIPE TO BE DETERMINED BY DITCH
(TRENCH) DIMENSION PLUS EXTENSION '4" INTO SIDES AND BOTTOM AS SHOWN IN
SCHEDULE. CONC INTO SIDES OF DITCH TO BE POURED AGAINST FIRM, UNDISTURBED
GROUND. FILL AGAINST CONC. BLOCKING TO BE COMPACTED TO 95Z PROCTOR
FOR LENGTH ALONG PIPE OF AT LEAST 6'-O" EACH SIDE.
WHERE THRUST BLOCKING OCCURS, THE TRENCH SHOULD BE AT MINIMUM WIDTH.
THRUST COLLAR INSTALLATION
1 '-6" MIN. HY9RAN7S SHALL BE MUELLER CEN7UR/ON A-423,
DRESSER M&H STYLE 929 OR AMERICAN A 2780.
HYDRANT TO BE PLACED WITH PAINT BARREL RED WITH WIHTE TOP AND CAPS.
PUMPER NOZZLE FACING CLOSEST O O O
CURB OR STREET
INSTALL HYDRANT SO BREAKAWAY FLANGE /S
® NOT LESS THAN 2" NOR MORE THAN 6" ABOVE
o FINISHED GRADE.
REMOVE CHAINS o
FROM HYDRANT
CURB & GUTTER
IRON VAL VT B
RESTRAINED
JOINTS .
UNDISTURBED SOIL
CONCRETE THRUST BLOCK
Mail
♦ :mow .
s I
UNDISTURBED SOIL
/ 1 1 -1 1 1 6' DUCTILE IRON PIPE I -III -III -I I- 4 . I I II II
6 GATE VALVE
(BRICK OR CONCRETE BLOCK) CONCRETE BLOCKING. TOP OF BLOCKING
TO BE 2" FROM HYDRANT WEEP HOLES.
USE RESTRAINED JOINT FITTINGS ON ALL
JOINTS OF HYDRANT INSTALLA7ON
FIRE HYDRANT INSTALLATION
CORPORATION STOPS
METER SETTERS
CORPORATION STOPS SHALL BE ALL BRASS
METER SETTERS SHALL BE ALL BRASS MANUFACTURED
CURB STOPS
WITH AWWA C800 STANDARD THREADS MANUFACTURED
/N 7HE FOLLOWING SIZES AND MODELS.
IN THE FOLLOWING SIZES AND MODELS-
CURB STOPS SHALL BE ALL BRASS MANUFACTURED
SIZE
MUELLER
MCDONALD
FORD
/N
THE FOLLOWING SIZES AND MODELS
SIZE MUELLER McDONALO FORD
3/4"
B-2404-24
20-209WDDD33
V9HC72-9W-11-33
SIZE
MUELLER McDONALD
FORD
3/4" H-15008 4701T F-1000-3-0
I"
B-2404-24
20-412✓UDD44
V9HC74-12W-11-44
3/4"
B-25172 6102WT
B41-333-0
1" H-15008 4701T F-1000-4-0
1 1/2"
H-1423-2
208615WDFF666
VBHH76-128-11-66
1"
B-25172 6102WT
B41-444-0
1 1/2" H-15013 4701T F8-1000-6-0
2"
H-1423-2
2OB715WDFF776
V9HH77-12B-11-77
1 1/2"
B-25172 6102WT
B41-666-Q
2" H-15013 4701T FB-1000-7-0
2"
B-25172 6102WT
841-777-0
SERVICE PIPE
SERVICE PIPE SHALL BE SEAMLESS COPPER TYPE K"
AS SPECIFIED BY ASTM B88.
SERVICE LINE TO BE INSTALLED AT
SAME DEPTH AS WATER MAIN.
WA7ER LINE DEPTH TO BE DEPTH AS SHOWN
A MIN. OF 48" FROM TOP ON PLANS.
OF PIPE TO FINISHED GRADE,
UNLESS OTHERWISE SHOWN
ON PLANS \ .1 11
SERVICE SADDLE WITH
DOUBLE STRAP & NEOPRENE
GASKET.
REQUIRED FOR ALL TAPS ON
A. C. OR P. V. C. PIPE.
REQUIRED FOR 2" AND 1 %
TAPS ON DUCTILE IRON PIPE
AND CAST IRON PIPE
CURB &
METER BOX LOCATION
WITH SIDE WALK.
METER(BY CITY) \
CORPORATION STOP WITH COPPER P
AWWA STD. TAPERED THREAD TYPE K" SSO OFT
METER BOX LOCATION
W17HOUT SIDEWALK
REQUIRED SHOULDER
51DEWALK
a ° -
TAMPED BACKFILL
A / A T/ /l A /
FIN/SHED GRADE
�t
N 14
SERVICE LINE �1)
-;F�
3' MIN. v
EXTEND WATER SERVICE \
AS 11VD1CA7ED ON TYPICAL
METER BOX INSTALLATION
DETAIL.
UND/STURBE
WA7ER LINE
NOTES 1. PAVEMENT SHALL BE CUT TO TRUE LINE AND REMOVED BEFORE TRENCH IS CUT.
2. DIMENSION FOR TRENCH WIDTH MAY VARY AS REQUIRED TO ACCOMODATE
EXCAVATION, SHORING AND COMPACTION EQUIPMENT.
IN UNPAVED GROVEL AREAS, REPLACE GROVEL WITH
3. WIDTH OF TRENCH FOR PIPE BEDDING TO BE AS SHOWN UNLESS A GREATER WIDTH AGGREGATE AS REQUIRED TO MATCH EXISTING
IS RECOMMENDED BY PIPE MANUFACTURER OR REQUIRED FOR USE OF EQUIPMENT ON SITE. SURFACE COMPACTED TO 6" THICKNESS
PAVT CUT TO EXTEND 6" BEYOND EDGES OF TRENCH AS SHOWN.
4. CONTRACTOR SHALL OBTAIN TESTING SERVICES ON COMPACTION OF THE BACKFILL FROM A FIRM WITH AN APPROVED NCOOT PAVT SHALL BE CUT TO TRUE LINE AND REMOVED BEFORE TRENCH IS CUT.
CERTIFIED TECHNICIAN, AND PROVIDE REPORTS (WITH THE CERTIFICATION TESTING NUMBER) VERIFYING THAT THE COMPACTION ALL PAVT REPAIRS TO BE IN ACCORDANCE WITH N.C.D.O.T. SPECS
CONFORMS WITH THE LATEST EDITION OF THE NCOOT STANDARD SPECIFICATIONS PAVT CUT TO EXTEND 6" BEYOND EDGES OF TRENCH AS SHOWN.
TRENCH SHALL BE BACKFILLED AND THOROUGHLY TAMPED WITH SUITABLE WHERE EXISTING PAVEMENT IS INSUFFICIENT THICKNESS TO
(SEE NOTE 2)
MATERIAL TO LEVEL OF STONE. DEVELOP TIGHT SEAL WITH NEW SURFACE, NEW PAVEMENT TRENCH WIDTH 1 ' STONE & PAV'T TO BE REPLACED BY CONTRACTOR WITH LEAST SHALL LAP EXISTING SURFACE.
PAVEMENT CUT 2" S9.5B ASPHALT
INTERFERENCE WITH TRAFFIC. ALL PAVT REPAIRS TO BE IN ACCORDANCE WITH N.C.D.O.T. SPEC.
�
(SEE NOTE 1) PAVT SHALL BE CUT To TRUE LINE
CUT IN CONCRETE 12' COMPACTED AND REMOVED BEFORE TRENCH lS CUT.
TO BE S4WED ABC STONE OR AS REPAIR W17H 2' TYPE 5-9.54 OR
"PAIg
6" OF 119.06 OR B25.OB ASPHALT PLACED DIRECTED BY ENGINEER 5-9.5B ASPHALT PAVING.
ANO COMPACTED IN TWO (2) 3" LIFTS
EXISTING PAVT
I=� I -III SELECT BACKFILL OR 6 6
-I I ABC STONE PLACED AND ' • EX/STING PAVT
3' MINIMUM DEPTH OR -III COMPACTED IN 6" LIFTS
AS SHOWN ON PLANS IN CONFORMANCE WITH THE LATEST 6 6
EDITION OF THE NCOOT STANDARD SPECIFICATIONSREPLACE PAVT 3"
(SEE NOTE 4) 7HlCKER THAN CUT PAVT B" STONE
I I I I X M/N/MUM DEPTH TAMPED BACKf7LL
PIPE BEDDING MATERIAL (SEE NOTE 3) OR AS SHOWN ON PLANS
USE SAND AROUND ALL PLASTIC WATER LINES TAMPED BACKRLL MINIMUM DEPTH
I- PIPE USE f67 STONE AROUND CLAY AND 8" AND LARGER PLASTIC SEWER PIPE PIPE 1
=i X = Y = 4" AROUND ALL PLASTIC WATER LINES, CLAY AND 8" AND
LARGER PLASTIC SEWER PIPE
X = Y = 0" AROUND ALL DUCTILE IRON AND COPPER P/PE, AND 4" & 6" &1CKFZtL & THOROUGHLY TAMP
SCHEDULE 40 PLASTIC SEWER PIPE WITH SUITABLE MOTERIAL
Y L= 6" UNDERCUT REQUIRED AT ANY INSTALLATION WHERE ROCK IS
TO LEVEL OF STONE
PRESENT AT BASE OF TRENCH TRENCH TO BE 18' WIDER THAN PIPE 069.
OR WIDER IF QUSHAPE BED TO FIT AT LEAST 10% OF OUTSIDE DIAMETER OF PIPE EQUIPMENT INRUSEI ATD 117F TAMPING
PA IVEMENT REPAIR TYPICAL TYPICAL TRENCH SECTION
OPEN CUT OF NCDOT SECONDARY ROAD IN CONC. PA VED AREA
�/l0 9 7 11 !l /A A AL-TL-L7 A A /Tl C`A AA l l L-0 /7/17L-
PARALLEL WATER & SANITARY
SEWER PIPE DETAIL
FINISHED GRADE
2' SQUARE - 3000 PS/ CONCRETE
-ff1`' ENCASEMENT AT 6" MINIMUM
THICKNESS. MAKE CONCRETE
MATCH PAVING THICKNESS IN CONFORM TO SLOPE ON F/N/SHED
GRADE.
STREETS BEING RESURFACED.
1/2" IN AREAS NOT
PAVED' INSTALLATION ON SLOPE
g VALVE BOX COVER
`o jll
FINISHED GRADE
!L
OR AS SHOWN ON PLANS
PIPE
BACKRLL & THOROUGHLY TAMP
WITH SUITABLE MATER9L
TO LEVEL OF S70NE
TRENCH TO BE 18' WIDER THAN PIPE DLO.
OR WIDER IF REQUIRED FOR TAMPING
EQUIPMENT IN USE AT S17F
TYPICAL TRENCH SECTION IN BITUMINOUS
SURFACE PA VED AREA
THESE SECTIONS ARE NIA ON NEW STREET CONST.
CAST IRON METER BOX
RUSSELL NO. MBX-2
OR VULCAN NO. V8404-2.
2-
USE MUELLER B-25172, McDONALD 6102WT,
" BRASS CURB STOP W/ BRASS PLUG. - -
2" COMPRESS/ON x MALE COUPLING OR FORD 841-777-0. -
2"x6" BRASS NIPPLE 2" COPPER PIPE I
C.(SEED�R) \COLLAR \ TYPE 'Y" SOFT
TYPICAL BLOW OFF AT END OF
VER LINE
3' AND LARGER J " AND LARGER WA TER MAINS
WA7£R LINE MECH. JOINT PLUG W/2- TAP
CAST IRON METER BOX
RUSSELL NO. MBX-2
OR VULCAN NO. V8404-2.
1' BRASS CURB STOP W/ BRASS PLUG.
1" COMPRESS/ON x MALE ADAPTOR USE MUELLER B-25172, McDONALD
6102WT, OR FORD 841-444-0.
1 " COPPER PIPE
TYPE K' SOFT
I/2'xl' BRASS REDUCER
2" PVC W.97ER LINE > CONCRETE BLOCKING
2" D.Z. BELL X MALE THREAD AD,4P7ER 2" BRASS TEE
2' BRASS PLUG
TYPICAL BL OW OFF A T END OF 2 " WA TER MAIN
i
III III III III III I I I I I I I I I I I I I I III III- -BLOCKING (BRICK OR CONC BLOCK)
I I VALVE
W/ RESTRAINT JOINT
UNDISTURBED SOIL
USE RE57RA/NED JOINT
FITTINGS OR HYDRANT TEE
GATE VALVES SHALL BE: MUELLER A - 2360 - 20, MUELLER A - 2370 - 20,
MULLER A - 2380 - 20, M & H 67 - 01, M & H 3067 - 01, OR AMER/CAN AVK SERIES 2500.
(SIZE 3" - 12-).
VAL VE INSTALLATION
SERVICE SADDLES
FURNISH AND INSTALL DOUBLE STRAP SERVICE SADDLES FOR ALL TAPS MADE
ON A. C. OR P.V.C. MAINS, AND ON ALL 1 1/2" AND 2" TAPS MADE ON DUCT/LE
IRON PIPE. SADDLES FURNISHED SHALL BE MANUFACTURED FOR TYPE OF PIPE
INTO WHICH TAP IS MADE IN THE FOLLOWING SIZES AND MODELS AND SHALL
INCLUDE A CASKET•
SIZE A PIPE SMITH-BLAIR MUELLER
FORD
314" NOT REQUIRED
1" NOT REQUIRED 317 BR2
317 BR2B8
F202
F202
1 1/2" SERVICE SADDLE WITH 1 1/2" CC (O.D.X 1 1129 317 BR2B
F202
2' SERVICE SADDLE WITH 2" CC (O.D.X 2) 317 BR2B
F202
S/ZE 2" PVC PIPE SMITH-BLAIR ROMAC
FORD
3/4" SERVICE SADDLE WITH 3/4' cc (O.D. X 3/4) 315-025607-000 10IS-250-3/4cc
FC101-250-cc3
1" SERVICE SADDLE W17H 1' cc (O.D. X 1) 315-025609-000 101S-2.50-Icc
FC101-250-cc4
LARGER SERVICES FOR PVC PIPE WILL REQUIRE A TEE FITTING INSTALLED IN THE MAIN LINE.
METER BOXES
METER BOXES SHALL BE MANUFACTURED /N THE FOLLOWING
SIZES AND MODELS:
SIZE RUSSELL VULCAN SUMTER MACH/NE
3/4" M6X-2 V8404-2 M92-MB02
1" M6X-2 V8404-2 M92-MBC2
1 1/2' MBX-5 VMB-3 M58-M9C6
2" MBX-5 VMB-3 M98-MB08
CURB STOP
CTS x MPT
(REQUIRED FOR
EACH METER)
I" BRASS FLARED OR CAST IRON METER BOX
COMPRESS/ON FITTINGS. RUSSELL NO. MBX-2
OR VULCAN NO. V8404-2.
SERVICE SADDLE WITH DOUBLE STRAP
& NEOPRENE GASKET REQUIRED FOR 1" BRASS CURB STOP W/ BRASS PLUG
ALL TAPS ON A. C. OR P.V.C. PIPE. USE MUELLER B-25172, MCDONALD 6102WT
OR FORD
I(III-III-III - \1 " TYPE K COPPER TUBING -0
I (IIII MAIN III-
RPORATION STOP WITH
A�OSTD.APERED THREAD.
-III- II USE MUELLER H-15008,
I
-III' I -I I II I I McDONALD 4701T, OR FORD F-1000-4-0.
I " AIR RELIEF ASSEMBL )'
MBX 5 METER BOX (Flush with Grade)
BRASS
UNION SETTER SOR 9 16PSI PLASif
TIC PI TYPE
OR TYPE
K" COPPER TAIL PIECE
3' MIN
2" LONG BRASS NIPPLE
PLUG END
OF PIPE
BRICK ON EACH CORNER
TYPICAL I % " & 2" METER BOX INSTALLATION
TAMPED BACKFILL
SAND BED
Q
J10 COPPER WIRE REQUIRED FOR
LOCATION OF PLASTIC PIPE
II
ATTACH WIRE TO ATTACH WIRE TO EACH
PIPE W/DUCT TAPE " PIPE " VALVE BOX W/ 1/4" DIA.
EVERY 10 FEET. MIN. DIA. MIN. BRASS BOLT DRILLED AND
TAPPED INTO VALVE BOX.
TYPICAL TRENCH SECTION
FOR 2 " P. V. C. PIPE ONL Y
2" CURB STOP W/VALVE BOX
2" CORPORATION STOP
CORPORATION STOPS AS11
SPECIFIED /N SERVICE
2" TYPE K" COPPER
CONNECTIONS I -III
P/PE (5 FT. LONG)
2" CURB STOPS SHALL -III
BE ALL BRASS BALL I -I
TYPE CURB VALVES
WI
AMNUFACTURED BY _III
WATER
MAIN
MUELLER B-25170,
McDONALO 6102K
2" PIPE
\
OR FORD 841-777-0. -III
3. 2' D./. BELL X AMLE THREAD ADAPTER
-III-II
2" SERVICE SADDLE ON NEW INSTALLATIONS
2" BRASS NIPPLE & DRESSER COUPLING
SIMILAR INSTALLATIONI III -III
FOR SMALLER PIPE
TO CONNECT EXISTING PIPE
2 " WATER
LINE CONNECTION TAP
2" CURB STOP W/VALVE BOX
2"x12" BRASS NIPPLE
CONC. THRUST COLLAR
(SEE DETAIL)
2" Pl
3'AND LARGER
WATER LINE 2" Al. BELL X MALE THREAD AD,4P7ER
ON NEW INSTALLA77ONS
MECH. JOINT PLUG W/2" TAP 2" BRASS NIPPLE & DRESSER COUPLING
70 CONNECT EXIS77NG PIPE
2" WATER LINE CONNECTION TO PLUG
COMPACTED
SOR 9 160 PSI PE
PLASTIC PIPE OR TYPE
K" COPPER TAIL PIECE
PLUG END
OF PIPE
BRASS BARBED COUPLING
BRICK ON EACH CORNER W/ STAINLESS STEEL
CLAMP ON PLASTIC PIPE
TYPICAL 3/ " & I" METER BOX INSTALLATION
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Sheet No.
C--12