20120291 Ver 1_Site Plan_20120402

Strickland, Bev
From: John Collett Dcollett @dmp - inc.com]
Sent: Monday, April 02, 2012 2:29 PM
To: Strickland, Bev
Cc: 'Ronnie Autry'; Michael Goliber
Subject: Re: DWQ# 120291 Dunn 1 -95 Sewer System
Beverly-
Please use the link below to download the sealed plans in TIFF format requested on March 22 for the Dunn 1 -95 Sewer
System Improvements project.
http: / /dmp - inc.com /files /110137 permits.zip
Let me know if you need anything else.
John Collett
Davis - Martin - Powell and Associates
6415 Old Plank Road
High Point, NC 27265
Direct: 336- 819 -5279
Office: 336- 886 -4821

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CITY OF DUNN
HARNETT- COU.NTY
DUNN, NORTH CAROLIN)il-1,
DMP PROJECT
C L RAWING SED FOR CONSTRUCTION IEW /APPROVAL ONLY

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GENERAL CONSTRUCTION NOTES:
1. ALL EXISTING UNDERGROUND UTILITY LOCATIONS WERE TAKEN FROM AVAILABLE
RECORDS AND ARE APPROXIMATE ONLY (HORIZONTAL AND VERTICAL).
CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE
BEGINNING CONSTRUCTION. CONTRACTOR SHALL NOTIFY USERS 24 HOURS
PRIOR TO POSSIBLE INTERRUPTIONS OF SERVICE. ANY UTILITIES DAMAGED
DURING CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY WITH NO ADDITIONAL
COST TO THE OWNER. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IN
THE EVENT OF ENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRING A
DEVIATION FROM THE PLANS.
2. ALL DRIVEWAY PIPES 12" IN DIAMETER OR LESS DISTURBED DURING
CONSTRUCTION IN STREETS DESIGNATED AS STATE ROADS SHALL BE REPLACED
WITH 15" RCP. ALL DRIVEWAY PIPES OF SUITABLE SIZE DISTURBED DURING
CONSTRUCTION SHALL BE REINSTALLED BY THE CONTRACTOR. ALL COST OF
REINSTALLING EXISTING DRIVEWAY PIPE. REPLACING UNDERSIZED PIPES OR
PIPES DAMAGED DURING CONSTRUCTION SHALL BE INCLUDED IN THE COST PER
LINEAR FOOT OF SEWER MAIN INSTALLATION. ALL EXISTING PIPE THAT IS
REPLACED WITH NEW PIPE SHALL BECOME THE PROPERTY OF THE
CONTRACTOR. DRIVEWAY PIPES THAT ARE DISTURBED OR REPLACED SHALL BE
PROVIDED WITH PROPER INLET AND OUTLET PROTECTION. ALL COST OF
DRIVEWAY PIPE INLET AND OUTLET PROTECTION SHALL BE INCLUDED IN THE
COST PER LINEAR FOOT OF SEWER MAIN INSTALLATION.
3. CONTRACTOR TO REGRADE, SHAPE UP, AND STONE ALL GRAVEL DRIVEWAYS
AFTER CROSSING. TWO WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES
DURING CONSTRUCTION. ALL WORK DONE WITHIN NCDOT RIGHT —OF —WAY SHALL
BE PERFORMED IN ACCORDANCE WITH APPROVED ENCROACHMENT AGREEMENT.
4. CONTRACTOR TO RESET ALL DISTURBED SIGNS, MAIL BOXES, ETC.
CONTRACTOR SHALL RESEED ALL DISTURBED AREAS IN ACCORDANCE WITH
SPECIFICATIONS.
5. DURING PIPELINE INSTALLATION, EXCAVATED MATERIALS PLACED ON THE
ADJACENT STATE ROAD SHALL BE PLACED UPON A LAYER OF STONE
SCREENINGS. AT THE END OF EACH DAY, ALL MATERIALS SHALL BE REMOVED
AND THE ROADWAY SHALL BE THOROUGHLY CLEANED OF ALL SOIL RESIDUE.
COST FOR STONE SCREENING AND ROADWAY CLEANING SHALL BE INCLUDED IN
THE LINEAL FOOTAGE PRICE FOR SEWER INSTALLATION. CONTRACTOR SHALL
AVOID DAMAGE TO THE EXISTING ASPHALT. ASPHALT WHICH IS DAMAGED
DURING CONSTRUCTION SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE
OWNER.
6. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS,
MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE AND
CONSTRUCTION STAKES. PROPERTY IRONS, MONUMENTS, AND OTHER
PERMANENT POINTS OF REFERENCE DESTROYED /REMOVED BY THE CONTRACTOR
SHALL BE REPLACED BY A NORTH CAROLINA PROFESSIONAL LAND SURVEYOR
AT THE CONTRACTOR'S EXPENSE.
7. THE CONTRACTOR SHALL MAINTAIN SEPARATION BETWEEN SEWER AND WATER
MAINS AS FOLLOWS:
A. CROSSING A WATER MAIN OVER A SANITARY SEWER
WHENEVER IT IS NECESSARY FOR A SANITARY SEWER TO CROSS UNDER A
WATER MAIN, THE SANITARY SEWER SHALL BE LAID AT SUCH AN
ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS 18" ABOVE THE TOP
OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT 18"
VERTICAL SEPARATION, IN WHICH CASE BOTH WATER MAIN AND SEWER
SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT
ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10' ON
EACH SIDE OF THE POINT OF CROSSING.
B. CROSSING A WATER MAIN UNDER A SANITARY SEWER
WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A
SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED
OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN
STANDARDS FOR A DISTANCE OF 10' ON EACH SIDE OF THE POINT OF
CROSSING. A SECTION OF WATER MAIN SHALL BE CENTERED AT THE
POINT OF CROSSING.
C. LATERAL SEPARATION OF SEWERS AND WATER MAINS
SANITARY SEWERS SHALL BE LAID AT LEAST 10' LATERALLY FROM EXISTING
OR PROPOSED WATER MAINS, UNLESS LOCAL CONDITIONS OR BARRIERS
PREVENT A 10' LATERAL SEPARATION, IN WHICH CASE THE SANITARY
SEWER SHALL BE LAID IN A SEPARATE TRENCH WITH THE ELEVATION OF
THE BOTTOM OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE
SEWER WITHIN A HORIZONTAL SEPARATION OF AT LEAST 3'.
D. A 24" MIN. VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM
SEWER AND SANITARY SEWER LINES, OR FERROUS PIPE MATERIALS SHALL
BE UTILIZED.
02011 Davis- Martin Powell & Associates, Inc
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SUR VEY LEGEND
BENCHMARK O NEW IRON PIPE
® CA TCH BASIN
Location
VICINITY
MAP
Proposed
Width ft
POLE
NOT TO SCALE
TABLE
OF CONTENTS:
Q ELECTRIC MANHOLE
INLET
CO
INDEX SHEET
31+25 - 32 +50
1.2
C1
FORCE MAIN PLAN
& PROFILE — STA
10 +00 TO STA 22 +00
C2
FORCE MAIN PLAN
& PROFILE — STA
22 +00 TO STA 34 +00
C3
FORCE MAIN PLAN
& PROFILE — STA
34 +00 TO STA 46 +00
C4
FORCE MAIN PLAN
& PROFILE — STA
46 +00 TO STA 58 +00
C5
FORCE MAIN PLAN
& PROFILE — STA
58 +00 TO STA 70 +00
C6
FORCE MAIN PLAN
& PROFILE — STA
70 +00 TO STA 82 +00
C7
FORCE MAIN PLAN -&
PROFILE — STA
82 +00 TO STA 94 +00
C8
FORCE MAIN PLAN ' -&
PROFILE — STA
94 +00 TO STA 106 +00
C9
FORCE MAIN PLAN
& PROFILE — STA
106 +00 TO STA 118 +00
C10
FORCE MAIN PLAN
& PROFILE — STA
118 +00 TO STA 130 +00
C11
FORCE MAIN PLAN
& PROFILE — STA
130 +00 TO STA 140 +00
C12
GRAVITY SEWER A.
PLAN & PROFILE
— STA 10 +00 TO STA 22 +00
C13
GRAVITY SEWER A.
PLAN & PROFILE
— STA 22 +00 TO STA 34 +00
C14
GRAVITY SEWER A.
PLAN & PROFILE
— STA 34 +00 TO STA 43 +21
C15
GRAVITY SEWER B.
PLAN & PROFILE
- STA 10 +00 -16 +90
C16
PUMP STATION SITE PLAN & DETAILS
14
C17
PUMP STATION PLAN & SECTION
Excelsior Matting
SD -1
STANDARD DETAILS
127 +00 -138+20
4.5
SD -2
STANDARD DETAILS
Gravity
- Jonesboro Road
SD -3
STANDARD DETAILS
16
10 +70 -15+25
EC -1
EROSION CONTROL
DETAILS
17
EC -2
EROSION CONTROL
DETAILS
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SUR VEY LEGEND
BENCHMARK O NEW IRON PIPE
® CA TCH BASIN
Location
Side Slope
Ratio
Proposed
Liner
Proposed
Width ft
POLE
Station
M
SANITARY MANHOLE
Q ELECTRIC MANHOLE
INLET
Force Main
1
31+25 - 32 +50
1.2
Excelsior Matting
6
2
33 +75 - 34 +50
2.7
Excelsior Matting
12
3
46 +80 - 54 +25
5.7
Excelsior Matting
16
4
63 +00 - 71+00
3.0
Excelsior Matting
8
5
71+00 - 72 +25
3.0
Stone d50 = 4"
10
6
72 +25-75+00
4.5
Excelsior Matting
6
7
75 +00 - 86 +00
3.0
Excelsior Matting
6
8
86 +15 - 86 +45
2.5
Stone d50 = 8"
14
9
86 +50 - 94 +00
3.0
Excelsior Matting
6
10
95 +20 - 105 +75
5.0
Excelsior Matting
10
11
105 +75 - 108 +10
4.8
Excelsior Matting
6
12
108 +10 - 112 +75
3.7
Excelsior Matting
10
13
112 +75 - 121+15
5.0
Excelsior Matting
6
14
121 +15 - 127 +00
3.5
Excelsior Matting
6
15
127 +00 -138+20
4.5
Excelsior M -aft in g
6
Gravity
- Jonesboro Road
<i
16
10 +70 -15+25
3.0
Excelsior Matting
6
17
19 +25 - 35 +00
3.5
Excelsior Matting
6
i8
36 +25 - 43 +21
2.5
Excelsior Matting
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SUR VEY LEGEND
BENCHMARK O NEW IRON PIPE
® CA TCH BASIN
®
POWER PEDESTAL
CLEAN OUT
¢
POLE
DI DROP INLET
Q
SANITARY MANHOLE
Q ELECTRIC MANHOLE
INLET
SHRUB
© GAS MANHOLE
-U-
SIGN
pd GAS SAL VE
Q
STORM DRAINAGE MANHOLE
® GAS ME7FR
TQ
TELEPHONE PEDESTAL
HYDRANT
TREE
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JUNC77ON BOX
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98 MAILBOX
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ADJOINER LINE —
— — —
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3. ALL FASTENERS, HANGERS, SUPPORTS, CHAINS, CABLES, GUIDERAILS, BRACKETS, ETC.
LOCATED WITHIN THE WET -WELL OR VALVE VAULT EXPOSED TO WASTEWATER SHALL
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HOIST, ETC. SHALL BE DETERMINED BY THE CONTRACTOR THROUGH COORDINATION
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5. ALL EXPOSED CONCRETE EDGES (PRECAST OR CAST -IN- PLACE) SHALL HAVE A
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LOCATED WITHIN THE WET -WELL OR VALVE VAULT EXPOSED TO WASTEWATER SHALL
BE STAINLESS STEEL, TYPE 316.
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HOIST, ETC. SHALL BE DETERMINED BY THE CONTRACTOR THROUGH COORDINATION
WITH THE RESPECTIVE EQUIPMENT SUPPLIERS.
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FNOTRELEASED L DRAWING
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a •
ESTABLISHING VEGETATION:
THE WORK INCLUDES SEEDBED PREPARATION, LIMING, FERTILIZING, SEEDING AND MULCHING OF ALL DISTURBED AREAS.
LIME SHALL BE DOLOMITIC AGRICULTURAL GROUND LIMESTONE CONTAINING NOT LESS THAN TEN PERCENT MAGNESIUM
OXIDE.
FERTILIZER SHALL BE STANDARD COMMERCIAL PRODUCE OF 10 -10 -10 ANALYSIS. ALL FERTILIZER SHALL BE DELIVERED IN
BAGS BEARING THE MANUFACTURER'S NAME, THE CHEMICAL ANALYSIS OF THE PRODUCT AND THE WEIGHT. IF NOT USED
IMMEDIATELY AFTER DELIVERY, THE FERTILIZER SHALL BE STORED IN A MANNER WHICH WILL NOT ALLOW IT TO HARDEN
OR DESTROY ITS EFFECTIVENESS.
GRASS SEED SHALL BE AN APPROVED MIXTURE BASED ON REGIONAL AND SEASONAL CONSIDERATIONS. PURITY OF SEED
SHALL BE A MINIMUM OF NINETY PERCENT AND THE GERMINATION SHALL BE A MINIMUM OF EIGHT -FIVE PERCENT. HTE
SEED LABEL SHALL BE 'CERTIFIED SEED' LABEL. MULCH SHALL CONSIST OF DRY, SMALL GRAIN STRAW, DRY HAY AND
OTHER SUITABLE AND APPROVED MATERIAL.
PREPARATION OF SEEDBED:
THE SURFACE SHALL BE MADE SMOOTH AND TRUE TO GRADE. THE AREAS SHALL BE PREPARED BY MEANS OF DISKING
TO A MINIMUM DEPTH OF THREE INCHES. DISKING AND CROSS - DISKING, HARROWING OR OTHER APPROVED METHODS OF
PREPARATION, SHALL BE CONTINUED UNTIL A FRIABLE AND THOROUGHLY PULVERIZED THREE INCH DEEP SEEDBED IS
OBTAINED. CARE SHALL BE EXERCISED IN PREPARATION OF SEEDBEDS ON SLOPES TO KEEP LOOSE SOIL IN PLACE
RATHER THAN PERMIT IT TO ACCUMULATE AT THE FOOT OF THE SLOPE. SEEDBED SHALL BE APPROVED PRIOR TO
PLANTING THE SEED. PRIOR TO THE LAST TILLAGE OPERATION, LIME AND FERTILIZER SHALL BE BROADCAST WITH AN
APPROVED SPREADER OVER THE SEEDBEDS IN ACCORDANCE WITH THE APPROPRIATE SCHEDULE. AFTER THE SEEDBEDS
HAVE BEEN PREPARED AND APPROVED BY THE ENGINEER, THE MIXTURE OF GRASS SEED, AS SPECIFIED, SHALL BE SOWED
BY MEANS OF AN APPROVED SEEDER AT THE APPROPRIATE RATE, THE SEED WORKED INTO THE SOIL TO A DEPTH OF
APPROXIMATELY ONE -HALF INCH AND THEN COMPACTED BY MEANS OF A CULTIPACKER ROLLER OR OTHER APPROVED
EQUIPMENT.
ESTABLISHING PERMANENT VEGETATION:
THE PERMANENT SEEDING OF DENUDED AREAS SHALL BE PERFORMED WITHIN 30 WORKING DAYS OR 120 CALENDAR DAYS
AFTER THE FINAL GRADE IS REACHED AND SHALL BE IN ACCORDANCE WITH THE PREVIOUS SPECIFICATIONS AND THE
FOLLOWING APPROPRIATE PERMANENT SEEDING SCHEDULE. LOW MAINTENANCE AREAS ARE MOWED INFREQUENTLY OR NOT
AT ALL AND DO NOT RECEIVE LIME AND FERTILIZER ON A REGULAR BASIS. SUCH AREAS MAY INCLUDE STEEP SLOPES,
STREAM OR CHANNEL BANKS AND UTILITY EASEMENTS.
APPLICATION RATES (LB /AC)
SEEDING MIXTURE GENTLE SLOPES STEEP SLOPES
TALL FESCUE 80 100
SERICEA LESPEDEZA 20 30 (USE ONLY UNSCARIFIED SEED AFTER AUG 15)
KOBE LESPEDEZA 10 10
10 -10 -10 FERTILIZER 1000 1000
AGRICULTURAL LIMESTONE 4000 4000
ADDITIONAL SOIL AMENDMENTS WILL ALSO BE USED AS FOLLOWS:
APPLICATION RATES (LB /AC)
HULLED GERMAN MILLET RYEGRAIN
BERMUDAGRASS
FEB 15 - MAR 21 40
MAR 21 - MAY 1 15 40
MAY 1 - JUNE 15 15 10
JUNE 15 - AUG 15 10
AUG 15 - OCT 25 40
OCT 25 - FEB 15 40
HIGH MAINTENANCE AREAS ARE MOWED FREQUENTLY, LIMED AND FERTILIZED REGULARLY AND EITHER RECEIVE INTENSE
USE OR REQUIRE MAINTENANCE TO AN AESTHETIC STANDARD. SUCH AREAS MAY INCLUDE ATHLETIC FIELDS, HOME LAWNS,
PARKS, SCHOOLS, CHURCHES AND RECREATIONAL AREAS.
APPLICATION RATES (LB /AC)
SEEDING MIXTURE: FEB 1 - MAR 31 MAR 31 - AUG 20
AUG 20 - OCT 25 AUG 20 - FEB 1
BLEND OF 3 OR MORE TURF -TYPE TALL FESCUES 200 -250
KOBE LESPEDEZA 30
10 -10 -10 FERTILIZER 1000 1000
AGRICULTURAL LIMESTONE 4000 4000
NITROGEN(TO BE APPLIED AUG 20 -FEB 1 ONLY) 40
MULCHING:
MULCH SHALL BE WHEAT OR OAT STRAW, OR PEANUT OR GRASS HAY, AND SHALL BE APPLIED AT THE RATE OF 4000
LBS PER ACRE TO ALL SEEDED AREAS. MULCH SHALL BE APPLIED UNIFORMLY WITHOUT CLUMPS OR BUNCHES OF
MATERIAL. MULCH SHALL BE APPLIED IMMEDIATELY AFTER SEEDING AND PREFERABLY ON THE SAME WORK DAY THAT THE
SELECTED AREA IS SEEDED. ANCHOR STRAW BY TACKING WITH ASPHALT , ROVING OR NETTING BY CRIMPING WITH A
MULCH ANCHORING TOOL. ON STEEP SLOPES, USE A DULL DISK HARROW SET SO IT WILL NOT COVER THE MULCH.
MAINTENANCE AND RESEEDING:
THE CONTRACTOR SHALL MAINTAIN ALL SEEDED AREAS UNTIL ACCEPTANCE OF THE WORK, BY WATERING, MOWING AND
WEEDING. ANY AREAS WHICH FAIL TO SHOW A SATISFACTORY STAND, FOR ANY REASON WHATSOEVER, SHALL BE
RETREATED FOLLOWING THE GRASSING PROCEDURE SPECIFIED HEREIN. DAMAGE, RESULTING FROM EROSION, GULLIES,
WASHOUTS, OR OTHER CAUSES PRIOR TO ACCEPTANCE, SHALL BE REPAIRED BY REFILLING WITH TOPSOIL AND RETREATED
FOLLOWING THE GRASSING PROCEDURE SPECIFIED HEREIN.
GENERAL MAINTENANCE PROVISIONS
INSPECT TEMPORARY EROSION CONTROL DEVICES AFTER EACH PERIOD OF
SIGNIFICANT RAINFALL. CHECK DEVICES FOR RILLS, EROSION, OR PIPING.
ALL AREAS SHOULD BE ` STABILIZED WITHIN 15 WORKING DAYS AFTER
CONSTRUCTION IN THAT AREA. DENUDED AREAS SHALL NOT EXCEED 1000
LINEAR FEET WITHOUT SEEDING AND STABILIZATION. ALL AREAS DAMAGED
PRIOR TO ESTABLISHING PERMANENT STABILIZATION SHALL BE
IMMEDIATELY RE- ESTABLISHED.
ADDITIONALLY, THE FOLLOWING ITEMS SHALL BE PERFORMED IN
OCCORDANCE WITH THE SPECIFIC CONSTRUCTION DETAILS ON
THIS SHEET:
1. SEDIMENT BASINS AND INLET PROTECTION DEVICES SHALL BE CLEANED
WHEN SEDIMENT HAS ACCUMULATED TO ONE -HALF OF THE DESIGN
DEPTH OF THE DEVICE. THE SEDIMENT SHALL BE PLACED IN THE
DISPOSAL AREA OR APPLIED TO THE LAND AREA. ANY GRAVEL FACINGS
CONTAMINATED BY THE SEDIMENT SHALL BE REPLACED WITH CLEAN
GRAVEL.
2. RIP -RAP, SILT FENCE, AND EARTH BERM DIVERSIONS SHALL BE
INSPECTED FOR EROSION, DISPLACEMENT, BREAKS, OVERRUNS, AND
EXCESSIVE SEDIMENTATION. THESE DAMAGES SHALL BE REPAIRED
BY RETURNING THE DEVICE TO ITS DESIGN CONDITION.
3. SEEDED AREAS ERODED PRIOR TO PERMANENT STABLIZATION
SHALL BE REGRADED AS NECESSARY, RESEEDED AND MULCHED
UNTIL A SUITABLE SURFACE 1S ACHIEVED.
SEQUENCE OF CONSTRUCTION
1. OBTAIN GRADING PERMIT AT PRE- CONSTRUCTION MEETING ON SITE.
2. INSTALL STABILIZED CONSTRUCTION ENTRANCE/ MUD RAMP AT ALL
CONSTRUCTION ENTRANCES.
3. CLEAR SITE ENOUGH TO INSTALL EROSION CONTROL DEVICES.
4. INSTALL SEDIMENT AND EROSION CONTROL DEVICES.
5. CLEAR AND GRADE SITE.
6. INSTALL DRAINAGE SYSTEM.
7. PROTECT ALL DRAINAGE STRUCTURES.
8. MAINTAIN AND CLEAN EROSION CONTROL FACILITIES THROUGHOUT
DURATION OF PROJECT.
9. SEED SITE.
10. AFTER ALL AREAS HAVE BEEN STABILIZED, REMOVE ALL
TEMPORARY EROSION CONTROL DEVICES.
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FABRIC SECTION A -A
NOTES•
1) EROSION STONE TO BE "CLASS I" RIP -RAP UNLESS DESIGNATED DIFFERENTLY ON PLAN.
2) KEY SANDBAGS & FIL TER FABRIC INTO CREEKBANKS AND INVERTS WHEN POSSIBLE
3) CONVERT TO PERMANENT CHANNEL STABILIZATION AFTER UTILITY LINE IS INSTALLED.
4) BACKFILL OVER PIPE TO BE OF NON - ERODIBLE MA TERIAL (ROCK OR STONE).
GROUND STABILIZATION*
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TEMPORARY SEEDING for LATE WINTER /EARLY SPRING
DESCRIPTION
TIME FRAME
FINAL DRAWING
SEEDING MIXTURE
L1�'.
NOT RELEASED FOR CONSTRUCTION
Species Rate (lb per acre)
FOR REVIEW /APPROVAL ONLY
%
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Rye (grain) 120
• HIGH QUALITY
U
Annual lespedeza (Kobe in
7 DAYS
NONE
ZONES
Piedmont and Coastal Plain,
• SLOPES STEEPER
7 DAYS
Korean in mountains) 50
THAN 3:1
LESS IN LENGTH AND
SEEDING DATES
ARE NOT STEEPER THAN
Mountains - Above 2500 ft. Feb 15 - May 15
2:1 14 DAYS ALLOWED
• SLOPES 3:1 OR
14 DAYS
Below 2500 ft. Feb 1 - May 1
FLATTER
GREATER THAN 50 FEET
Piedmont - Jan 1 - May J
IN LENGTH
• ALL OTHER AREAS
Coastal - Dec 1 - Apr IS
NONE (EXCEPT FOR
APPLICATION:
SOIL AMENDMENTS
THAN 4:1
THE AREA TO BE COVERED SHALL BE PROPERLY
STAPLE:
Follow recommendations of soil tests or apply 2,000 lb /acre ground
AUTHORITY BASED ON WEATHER OR OTHER SITE - SPECIFIC
PREPARED, FERTILIZED AND SEEDED BEFORE THE
THE STAPLES SHALL BE MADE OF WIRE 0.091
"U"
agricultural limestone and 750 Ib /acre 10 -10 -10 fertilizer.
BLANKET IS APPLIED. WHEN THE BLANKET IS
INCHES IN DIAMETER OR GREATER, SHAPED
UNROLLED, THE NETTING SHALL BE ON TOP AND
WITH LEGS 6 INCHES IN LENGTH AND A 1 INCH
MULCH
THE FIBERS IN CONTACT WITH THE SOIL OVER
CROWN. SIZE AND GAUGE OF STAPLES USED WILL
Apply 4,000 Ib /acre straw. Anchor straw by tacking with asphalt, netting,
THE ENTIRE AREA. IN DITCHES, THE BLANKETS
VARY WITH SOIL CONDITIONS. THE STAPLES
or a mulch anchoring tool. A disk with blades set nearly straight can be
SHALL BE APPLIED IN THE DIRECTION OF THE
SHALL BE DRIVEN VERTICALLY INTO THE GROUND,
used as a mulch anchoring tool.
3
FLOW OF WATER, BUTTED SNUGLY AT ENDS AND
SPACED APPROXIMATELY 2 LINEAL YARDS APART.
MAINTENANCE
0
SIDE AND STAPLED ON SLOPES. THE BLANKETS
ON EACH SIDE, AND ONE ROW IN THE CENTER
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SHALL BE APPLIED EITHER HORIZONTALLY OR
ALTERNATELY SPACED BETWEEN EACH SIDE. (60
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
Q
VERTICALLY TO THE SLOPE. ENDS AND SIDES
STAPLES ON EACH BLANKET) USE A COMMON
immediately following erosion or other damage.
U
SHALL BE BUTTED SNUGLY AND STAPLED. IT IS
ROW OF STAPLES ON ADJOINING BLANKETS.
TEMPORARY SEEDING for SUMMER
0
NOT NECESSARY TO DIG CHECK SLOTS. ANCHOR
U
W
W
DITCHES OR BURY ENDS OF BLANKETS.
SEEDING MIXTURE
MATERIAL:
ROLL SIZE:
Species Rate (lb per acre)
THE EXCELSIOR BLANKET SHALL CONSIST OF A
WIDTH: 48 INCHES + /- 1 INCH
German Millet 40
MACHINE PRODUCED MAT OF CURLED WOOD
LENGTH: 180 FEET AVERAGE
WEIGHT OF ROLL: 78 LBS + / -10%
In the Piedmont and Mountain areas, a small- stemmed Sudangrass may
EXCELSIOR OF 80% 6 INCH OR LONGER FIBER
SQUARE YARDS PER ROLL: 80 AVERAGE
be substituted at a rate of 50 Ibjacre.
LENGTH, WITH CONSISTENT THICKNESS AND THE
FIBER EVENLY DISTRIBUTED OVER THE ENTIRE
SEEDING DATES
AREA OF THE BLANKET.
Mountains - May 15 - Aug 15
N
THE TOP SIDE OF EACH BLANKET SHALL BE
Piedmont - May 1 - Aug 15
rr,
COVERED WITH A PHOTOD- EGRAD ABLE EXTRUDED
DITCH LINER
Coastal — Apr 15 -Aug 15
:r
PLASTIC MESH. THE BLANKET SHALL BE MADE
N
SMOLDER RESISTANT WITHOUT THE USE OF
STAPLES WILL
SOIL AMENDMENTS
N
CHEMICAL ADDITIVES.
APPEAR AS A "
Follow recommendations of soil tests or apply 2,000 Ib /acre ground
ON DICE
agricultural limestone and 750 Ib /acre 10 -10 -10 fertilizer.
MULCH
SLOPE INSTALLATION
Apply 4,000 Ib /acre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
T
USE A COMMON ROW OF
used as a mulch anchoring tool.
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STAPLES ON ADJOINING
MAINTENANCE
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BLANKETS
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USE 4 STAPLES ACROSS AT THE START
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
1
OF EACH ROLL AND CONTINUE TO STAPLE
immediately following erosion or other damage.
THRU -OUT THE LENGTH OF THE ROLL AT
TEMPORARY SEEDING for FALL
0 F�
4 FOOT INTERVALS. IN AREAS WITH HIGH
WATER VELOCITY STAPLES SHOULD BE ON
SEEDING MiXTURE
0
2 FOOT INTERVALS.
Species Rate (lb per acre)
v
USE 4 STAPLES ACROSS AT THE
Rye (grain) 120
START OF EACH ROLL AND CONTINUE
SEEDING DATES
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TO STAPLE THRU -OUT THE LENGTH OF
Mountains -Aug 15 - Dec 15
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THE ROLL AT 6 FOOT INTERVALS.
Coastal &Piedmont - Aug 15 -Dec 30
SOIL AMENDMENTS
C E LSIOR MATTING
Follow recommendations of soil tests or apply 2,000 /b /acre ground
j
agricultural limestone and 1,000 Iblacre 10 -10 -10 fertilizer.
MULCH
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Apply 4,000 Ib /acre straw. Anchor straw by tacking with asphalt, netting,
0
or a mulch anchoring tool. A disk with blades set nearly straight can be
j
used as a mulch anchoring tool.
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MAINTENANCE
N
Repair and refertilize damaged areas immediately. Topdress with 50 Ib /acre
of nitrogen in March. if it is necessary to extend temporary cover beyond
W
June 15, overseed with 50 lb /acre Kobe (Piedmont and Coastal Plain
a
or Korean (Mountains) lespedeza in late February or early March.
Z
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PROP.
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SANDBAGS �►�
SYNTHETIC FILTER
FABRIC SECTION A -A
NOTES•
1) EROSION STONE TO BE "CLASS I" RIP -RAP UNLESS DESIGNATED DIFFERENTLY ON PLAN.
2) KEY SANDBAGS & FIL TER FABRIC INTO CREEKBANKS AND INVERTS WHEN POSSIBLE
3) CONVERT TO PERMANENT CHANNEL STABILIZATION AFTER UTILITY LINE IS INSTALLED.
4) BACKFILL OVER PIPE TO BE OF NON - ERODIBLE MA TERIAL (ROCK OR STONE).
GROUND STABILIZATION*
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• PERIMETER DIKES,
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FOR REVIEW /APPROVAL ONLY
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EX. INV. O- SEWER TEMPORARY
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SANDBAGS �►�
SYNTHETIC FILTER
FABRIC SECTION A -A
NOTES•
1) EROSION STONE TO BE "CLASS I" RIP -RAP UNLESS DESIGNATED DIFFERENTLY ON PLAN.
2) KEY SANDBAGS & FIL TER FABRIC INTO CREEKBANKS AND INVERTS WHEN POSSIBLE
3) CONVERT TO PERMANENT CHANNEL STABILIZATION AFTER UTILITY LINE IS INSTALLED.
4) BACKFILL OVER PIPE TO BE OF NON - ERODIBLE MA TERIAL (ROCK OR STONE).
GROUND STABILIZATION*
SITE AREA
STABIUZA11ON
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
• PERIMETER DIKES,
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
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WATER (HQW)
7 DAYS
NONE
ZONES
• SLOPES STEEPER
7 DAYS
IF SLOPES ARE 10' OR
THAN 3:1
LESS IN LENGTH AND
ARE NOT STEEPER THAN
2:1 14 DAYS ALLOWED
• SLOPES 3:1 OR
14 DAYS
7 -DAYS FOR SLOPES
FLATTER
GREATER THAN 50 FEET
IN LENGTH
• ALL OTHER AREAS
14 DAYS
NONE (EXCEPT FOR
WITH SLOPES
PERIMETERS AND HQW
THAN 4:1
ZONES)
* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING
AUTHORITY BASED ON WEATHER OR OTHER SITE - SPECIFIC
CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE."
(SECTION II.8(2)(B))
• below.
Call before you di
1
STANDARD SEDIMENTATION CONTROL FOR CROSSING
DRAINAGE DITCHES OR STREAMS DURING CONST.
EROSION CONTROL PROCEDURE
THE CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS OF THE SOIL
SEDIMENTATION AND EROSION CONTROL LAWS AND REGULATIONS OF THE
STATE OF NORTH CAROLINA AS ESTABLISHED AND ENFORCED BY THE LAND
QUALITY SECTION OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES. THESE REQUIREMENTS SHALL INCLUDE BUT NOT
BE LIMITED TO THE FOLLOWING:
1. ALL DENUDED AREAS ARE TO BE SEEDED AND STABILIZED WITHIN 7 DAYS
OF COMPLETION OF ANY PHASE OF GRADING. SHOULD CONDITIONS EXIST
UNFAVORABLE FOR SEEDING OR OTHER INTENDED GROUND COVER, MULCH
AND TACK APPLICATION AS SPECIFIED BELOW WILL BE REQUIRED.
2. ALL EROSION CONTROL IMPROVEMENTS SHALL BE MAINTAINED, REPAIRED
AND KEPT WORKING UNTIL ACCEPTANCE OF PROJECT.
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MANHOLE RING AND COVER
(DETAIL 700.04)
24" MAX.
'–
a I STEEL REINFORCEMENT
MANHOLE STEP I (NOTE 3 DETAIL 700.01)
(DETAIL 700.03)
4'-0" I FLEXIBLE RUBBER
(SEE NOTE 8 SLEEVE BOOT (NOTE 5
DETAIL 700.01) I DETAIL 700.01)
SEWER
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SEWER FLOW
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n�11.1L �i(i1Lla 1-7fthh'[DUNN FOR SEWER MAINS LESS THAN 18" 700.00
CITY of DUNK
o una NORTH CAROLINA
Department of Public Works Sheet 1 of 1
1,01
FLOW FLOW
SANITARY SEWER
FLOW M
PLAN C
FLOW
FLOW
0
PLAN B�
#57 STONE BRICK INVERT CONCRETE
BASE (7 BRICK MINIMUM) BASE
TYPICAL CROSS - SECTION
NOTES:
1. INVERT MATERIAL SHALL BE CONCRETE CAST IN PLACE WITH A SMOOTH FINISH.
2. WIDTH OF INVERT SHALL MATCH INSIDE DIAMETER OF INCOMING AND OUTGOING PIPES.
3. BRICK INVERT SHALL BE FORMED AS SHOWN.
4. ALL INVERT ELEVATIONS SHALL BE AS SHOWN ON APPROVED CONSTRUCTION PLANS.
5. BENCHES TO BE BUILT OUT OF CONCRETE, MORTARED BLOCK OR BRICK. STONE IS NOT ACCEPTABLE.
SANITARY SEWER MANHOLE Revised: T "
�►b Scale: NTS
7__ D Un'N"Num
INVERT 700.05
CITY of DUNN
o nnn NORTH CAROLINA
Department of Public Works Sheet , of 1
© 2011 Davis– Martin Powell & Associates, Inc
NOTES
1. ALL PRE CAST CONCRETE MANHOLES SHALL CONFORM TO THE LATEST REVISION OF ASTM C478.
2. CONCRETE SHALL BE 4000 PSI AT 28 DAYS MINIMUM.
3. STEEL REINFORCEMENT SHALL BE GRADE 40 BILLET STEEL CONFORMING TO THE LATEST REVISION
OF ASTM –A -185 FOR WALL REINFORCEMENT, AND THE LATEST REVISION OF ASTM –A615 FOR THE
BASE REINFORCEMENT.
4. STANDARD JOINTS SHALL BE; SEALED WITH PUTTY TYPE PLASTIC CEMENT: PER FED. SPEC. SS –C -153
OR AN 0 –RING TYPE JOINT CONFORMING TO THE LATEST REVISION OF ASTM -C443.
5. MANHOLE INLETS AND OUTLETS SHALL BE CAST IN PLACE FLEXIBLE RUBBER SLEEVES BOOTS PER
THE LATEST REVISION OF ASTM –C923.
6. INVERTS TO BE CONSTRUCTED OF BRICK WITH A CONCRETE BENCH (DETAIL 700.02).
7. A STANDARD 0.20 FOOT DROP SHALL BE PROVIDED AT EACH MANHOLE. THE MAXIMUM SEPARATION
OR INVERT IN TO INVERT OUT WITHIN A MANHOLE IS 24 INCHES. WHEN THE SEPARATION IS GREATER
THAN 24 INCHES A DROP MANHOLE MUST BE USED.
8. MANHOLES GREATER THAN 20 FEET IN DEPTH SHALL HAVE AN INSIDE DIAMETER OR 5' -0 ". FOR
SANITARY SEWER MAINS GREATER THAN EIGHTEEN INCHES (18 ") IN DIAMETER, MANHOLES SHALL BE A
MINIMUM OF 5' -0" IN DIAMETER.
9. RIM ELEVATIONS SHALL BE AT GRADE IN STREETS & PARKING LOTS.
10. MANHOLES NOT LOCATED IN ROADWAYS SHALL HAVE A TOP ELEVATION A MINIMUM OF 12 INCHES
ABOVE FINISH GRADE. MANHOLES LOCATED ALONG OUTFALLS SHALL HAVE A TOP ELEVATION A
MINIMUM OF 24 INCHES ABOVE FINISHE GRADE OR 100 YEAR FLOOD PLAIN, OR 12 INCHES ABOVE
500 YEAR FLOOD PLAIN, WHICHEVER IS HIGHER. THE 100 –YEAR FLOOD ELEVATION SHALL BE NOTED
ON THE CONSTRUCTION DRAWINGS.
w * INITIAL INSTALLATION BY CITY OR
z DEVELOPER SHALL BE TO A POINT
_j F- WITHIN 5' OR LESS OF EXISTING GROUND.
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CAST IN PLACEWITH A
STAINLESS STEEL BAND
CLAMP (TYPICAL .
' I SOLVENT WELD CAP
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SCH. 40 PVC SOLVENT WELD WYE
SECTION
STANDARD SEWER MAIN LATERAL STUB -OUT
PVC SEWER MAIN
CONCRETE COLLAR CONCRETE COLLAR
a (18 "x18 "x4 ") (18'x18 "x4 ")
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CLEAN OUT DETAILS
INSTALLED BY PLUMBER
® Korth Carolina
SANITARY SEWER LATERAL ReVScale:
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Dunn
6" SEWER LATERAL 700.11
CITY of DUNN
city of Bunn NORTH CAROLINA
Department of Public Works Sheet 1 of 1
A\ SOLID COVER MAY BE REQUIRED
DEPENDING ON FIELD CONDITIONS
SG �¢
DETAIL C -C I 4-
TOP OF COVER
SEE DETAIL C –C
1" R
.. 1 1/2"
BOTTOM OF COVER
1" HOLES
PLAN
MINIMUM AVERAGE WEIGHTS
RING = 190lbs.
COVER= 1201bs.
TOTAL 3101bs.
SECTION
PROVIDE MANHOLE INSERTS MANUFACTURED FROM HIGH DENSITY POLYETHYLENE, MEETING THE REQUIREMENTS
OF ASTM D -1248, CLASS A, CATEGORY 5, TYPE III. INSERTS SHALL BE EQUIPPED WITH 1 GAS RELIEF VALVE,
1 VACUUM RELIEF VALVE, A CROSS– LINKED POLYETHYLENE GASKET AND ONE HEAVY WEIGHT POLYPROPYLENE
LIFTING STRAP.
Uno SANITARY SEWER MANHOLE Revised: , 28 „ Scale: NTS
RING AND COVER 700.04
® CITY of DUNN
city ® nnn NORTH CAROLINA
Department of Public Works Sheet , of 1
SANITARY SEWER LATERAL Revised: 1 NTS
�•. north Csrolin8 Scale: NTS D N u I'& ITI%"T 4" SEWER LATERAL 700.10
CITY of DUNK
ca o nnmm NORTH CAROLINA
Department of Public Works Sheet 1 of 1
* INITIAL INSTALLATION BY CITY OR
STAINLESS STEEL
DEVELOPER SHALL BE TO A POINT
BANDS
1
WITHIN 5' OR LESS OF EXISTING GROUND.
REMAINDER OR INSTALLATION SHALL BE BY
4 "LATERAL
1 PLUMBER AT LATER DATE.
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SANITARY SEWER LATERAL Revised: 1 NTS
�•. north Csrolin8 Scale: NTS D N u I'& ITI%"T 4" SEWER LATERAL 700.10
CITY of DUNK
ca o nnmm NORTH CAROLINA
Department of Public Works Sheet 1 of 1