20150359 Ver 1_Site Plan_20150414

IV
Sheet List Tablt
Sheet Number
Sheet Title
CA
COVER
C.2
SITE & ACCESS FOR QUAY FARM & HIGHLAND PUMP
0
STATIONS
C3
QUAY PS LINE A - STA. 0+00 TO STA. 8+2922
CA
HIGHLAND PS LINE B - STA. 0+00 TO STA. 9+00
C.5
HIGHLAND PS LINE B - STA. 9+00 TO STA. 13+86.69
C'6
BRADFORD No, 3 PS LINE C - STA. 0+00 TO STA. 4+73.35
C.7
DETAILS
Ca8
DETAILS
C.9
DETAILS
C.10
DETAILS
C11
DETAILS
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IP117-119
LIMITS OF DISTURBANCE
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INTERVAL CONTOUR
_96-
STORM DRAINAGE PIPE
STORM DRAINAGE STRUCTURE
CJ
STORM DRAINAGE MANHOLE
ROOF DRAIN
RD
HYDROLOGIC FEATURE
67M
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IP117-119
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AND TO NOTE ANY CONFLICTS. ANY DAMAGE TO UTILITIES INCURRED
ray a
°°-FLOWABLE FILL
DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR
O WATER LEVEL �%
FENCE PRIOR TO CONSTRUCTION WITH ADEQUATE PHOTOGRAPHS OR
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—PROPOSED SEWER LINE - ONE
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SECTION B -B
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UTIL11-Y
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#
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ON PIPE
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"EXISTING UTILITY PIPE.
RESTORED FENCE LINE. ANY MISALIGNMENT OR DAMAGE TO THE
AND TO NOTE ANY CONFLICTS. ANY DAMAGE TO UTILITIES INCURRED
RESTORED FENCE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
°°-FLOWABLE FILL
DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR
SEE NCDOT MATERIAL.
FENCE PRIOR TO CONSTRUCTION WITH ADEQUATE PHOTOGRAPHS OR
SPECIFICATION 1000 -6
AND IS TO BE REPAIRED AT THE CONTRACTOR'S EXPENSE. NC ONE CALL
TELEPHONE NUMBER IS 1-800-632-4949,
—PROPOSED SEWER LINE - ONE
2. MINIMUM SEPARATION DISTANCES FOR SANITARY SEWER LINES FROM:
FULL SECTION OF PIPE
A. WATER LINES - 16" VERTICAL OR i0' HORIZONTAL
DUCTILE IRON TRANSITION
B. STORM SEWERS - 24" VERTICAL
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EQUAL
3, D.I.P. WITH MECHANICAL JOINT ENDS MAY BE SUBSTITUTED WHERE
SEPARATION DISTANCES BETWEEN THE SANITARY SEWER LINE AND
WATER LINE OR STORM SEWER CANNOT BE MAINTAINED. PIPE MUST BE
LAID SUCH THAT FULL SECTIONS OF PIPE ARE CENTERED ON THE
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POINT OF CROSSING.
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4. DISTANCES NOTED ON PLANS ARE FRO' >M CENTERLINE TO CENTERLINE
OF MANHOLES,
6. ALL MANHOLE RIM ELEVATIONS ARE APPROXIMATE. THE SURROUNDING
a
GRADE SHOULD BE SLOPED GENTLY AWAY FROM THE COVER TO PROVIDE
POSITIVE SURFACE DRAINAGE AWAY FROM THE MANHOLE COVER. THIS
MUST BE PROVIDED ON ALL INSTALLATIONS UNLESS NOTED ON THE PLANS
nD PliP7Gf'''E" 'ii Qv Twf= ft6P°` #ftSC G?
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TYPE
ONLY TO THE EXTENT REQUIRED FOR SAFE CONSTRUCTION OF THE
#
SEWER LINE. TIME FENCE SHALL BE CAREFULLY REMOVED AND SAFELY
STORED FOR REPLACEMENT AFTER CONSTRUCTION IS COMPLETE. THE
CONTRACTOR WILL BE RESPONSIBLE FOR PROPER REALIGNMENT OF THE
"EXISTING UTILITY PIPE.
RESTORED FENCE LINE. ANY MISALIGNMENT OR DAMAGE TO THE
RESTORED FENCE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
°°-FLOWABLE FILL
THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTE ANY DAMAGE TO THE
SEE NCDOT MATERIAL.
FENCE PRIOR TO CONSTRUCTION WITH ADEQUATE PHOTOGRAPHS OR
SPECIFICATION 1000 -6
OTHER EVIDENCE AND SHALL IDENTIFY THE SAME TO THE ENGINEER
PRIOR TO CONSTRUCTION.
—PROPOSED SEWER LINE - ONE
FULL SECTION OF PIPE
CENTERED
1 AT POINT OF CROSSING
NOT TO SCALE
EXIST
MINIMUM
UTIL11-Y
VERTICAL
TYPE
SEPARATION
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1. STONE OR GRAVEL TO BE WELL TAMPED.
SIZE 112„ TO 1 -112 ", INCLUDE IN UNIT PRICE
SID FOR PIPE.
6
INVERT IviUST NOT DE REMOVED. H` „." ­1 -
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CARRY CLASS 8 STONE 1' 2' DES NCDOT � CLASSB
615isi 60NTROL
UP SI OF SPILLWAY MIN, MIN� ER
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NOTES. ELEVATION FLOW
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1. THE CONTRACTOR SHALL MAINTAIN ALL SILT FENCING BY REMOVING AND (TEMPORARY) SECTION B-B
DISPOSING OF SILT ACCUMULATION$ AS DIRECTED BY THE ENGINEER, FILTER \' MNN16 NOT TO SCALE
FABRICS L BE REPLACED WHEN IT HAS DETERIORATED TO SUCH EXTENT c"I
THAT IT REDUCES THE EFFECTIVENESS OF THE SILT FENCE, 2'MIM N.C.D,O.T. CLASS B
EROSION CONTROL
2, FILTER FABRIC SHALL HAVE A MINIMUM TENSILE STRENGTH (@ MAX; A
20% MA TI STONE
ANCHOR FABRIC MESH 2
ELONGATION) OF 301bs/LIN. IN., WIRE FABRIC REQUIRED. Q
IN 16" OF NO. 5
WASHED STONE
SECTION A-A
NOT TO SCALE
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SECTION A-A
STONE CHECK DAM
MAINTENANCE FOR ALL CHECK DAMS
401 4TH STREET, SIN
HICKORY, NC 28602
(t)8218,327-6911
(q828-327-9164
PROJ. MGR.: RH
W&D PROJ. NO.:
201401,13.00HL"l
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1*2
LIVE STAKE PLANTINGS SEE DETAIL BELOW
— COIR FIBER MATTING
(400g/m')
A
2) EXCAVATION SPOIL IS TO BE LOCATED OUTSIDE
PLAN
CHANNEL SEEDING
CONSTRUCTION NOTES:
OF 100 YEAR FLOODWAY,
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TEMPORARY SEED MIX
1.
INSTALL EROSION CONTROL
LATE WINTER/EARLY SPRING
MEASURES AND TREE
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PROTECTION AS SHOWN ON
POLYETHYLENE MEMBRANE ON
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PLAN, THE CONTRACTOR MAY
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LEVEL WITH rop OF BANK
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MODIFY OR RELOCATE EROSION
OR AS NECESSARY
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CONTROL MEASURES TO MAKE
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ADJUSTMENTS FOR UNFORESEEN FIELD CONDITIONS.
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ALL RELOCATION SHALL HAVE
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CLEAR AND GRUB AREA OF ALL
CLASS 1 RIP RAP, NJ BARRIER
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VEGETATION.
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INSTALL COIR FIBER MAT PER
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MANUFACTURER'S INSTRUCTION.
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INSTALL PLANTS AS DESCRIBED
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IN PLANTING NOTES ON THIS
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SEE PROFILE FOR
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NOTES
SYNTHETIC FILTER FABRIC
SECTION A
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0.75" TO 2"
FLAT TOP
END
LATERAL
BUD
SIDE BRANCH
REMOVED AT
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MATTING
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401 4TH STREET, SW
HICKORY, NC 28602
(t)628-327-6911
(0828-327-9164
WKD PRIOJ. NO.:
20140113100HI
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EROSION CONTROL DEVICE MAINTENANCE NOTES:
THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE AND
REPAIR OF THE EROSION CONTROL DEVICES UNTIL CONSTRUCTION IS
COMPLETE.
ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE PER WEEK.
ANY NEEDED REPAIRS WILL BE MADE WMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
SEDIMENT IS TO BE BE REMOVED FROM THE SEDIMENT TRAPS, BASINS
AND INLET PROTECTION DEVICES WHEN STORAGE CAPACITY HAS
9EEN APPROXIMATELY 50% FILLED.
PERMANENT GROUND COVER MUST BE ESTABLISHED WITHIN THE
[!kROPOSED DITCHES AND CHANNELS.
ALL DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED
AS N I EEIED IN ACCORDANCE WITH T�E SPECIFICATIONS.
SEWER LINE DATA TABLE
TOTAL PF2C3JCTIITtJR� AA 4.31 ACR
13MM1=
Mountains - Abo-ve 2500 ft: Feb. 15-May 15
Below 25010, ft: Feb. 1-May I
Piedmont -Jan. 1 -May I
Coastal Plain - Dei:�A-Apr. 15
Soil amendments
P's0ow O-Q&k4ZOZ
limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lblaue, straw. Anchor straw by tacking with asphalt, netting or a
mulch anchoring tool. A disk with blades set nearly straight can be used as
a mulch anchoring tool.
Maintenance
Refertilize if grow1i is not fully adequate. Reseed, refertilize and mulch im-
mediately followirg erosion or other damage.
I M Oao] WA • X #1 j L7 Eel
Seeding dates
Mountains - May 15-Aug. 15
Piedmont - May I-Aug. 15
Coastal Plain - Apr. 15-Aug. 15
Soil amendments
F"A� , wgma"er.
gg
Mulch
Apply 4,000 lbiatore straw. Anchor straw by tacking with asphalt,
netting or a nI anchoring tool. A disk with blades set nearly
straight can be ,jsed as an anchoring tool,
T
,
- iaintenance
Refertilize if gro�ivth is not fully adequate. Reseed, fertilize and mulch
�mmediately foillowing erosion or other damage.
gage ung MA
Seeding mixture
Species Rate (lb/acre)
Rye (gratin) 120
Seeding dates
Mountains - Aug, 15-Dec. 15
Coastal Plain arod Piedmont - Aug. 15-Dec.
Soil amendments
stone and 1,000 Pb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/aic;re straw. Anchor straw by tacking with asphalt,
netting or a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulch anchoring tool.
Maintenance
Repair and retentilize damaged areas immediately. Topdress with
50 lb/acre of nitrogen in March. If it is necessary to extend
temporary cover beyond June 16, overseed with 50 111 Kobe
(Piedmont and C,'-oastal Plain) or Korean (Mountains) lespedeza in
late February or early March.
so ► III IIJI
Seeding Mixture
Species Rate (lb/acre)
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GROUND COVER SCHEDULE
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