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ENGINEERING -PLANNING -FIN AN CE CONSTRUCTION
55 BROAD STREET ASHEVILLE, NC 28801 PH. [phone] FIRM LICENSE # C-0459
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GENERAL: ALL EROSION CONTROL TROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY
SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL. WORK.
1. PRIOR TO BEGINNING WORK ON THE PROJECT THE CONTRACTOR SHALL OBTAIN FROM THE OWNER A COPY OF THE
"EROSION AND SEDIMENT CONTROL APPROVAL" FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES, DIVISION OF LAND QUALITY, OR THE LOCAL AUTHORIZED PROGRAM. THE APPROVAL NOTICE
MUST BE AVAILABLE ON -SITE DURING ALL GRADING AND CONSTRUCTION ACTIVITIES.
2. - INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
3. - NO WORK SHALL BE PERFORMED IN STREAM FROM OCTOBER 15 TO APRIL 15 (TO ACCOMMODATE COE AND DWQ
RECOMMENDATIONS CONCERNING WORK IN TROUT WATERS).
4. - CONTRACTOR IS TO PLACE PERMANENT STAKES MARKING CLEARLY THE 25' BUFFER FOR STREAMS WHERE SHOWN
ON THE PLANS AND THE MARKERS ARE TO BE VISIBLE AT ALL TIMES DURING CONSTRUCTION.
5. - OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON -SITE INSPECTION BY A REPRESENTATIVE OF THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY
SECTION.
6. - CONSTRUCTION SHALL BE LIMITED TO 2000' OF CONTIGUOUS ROAD CORRIDOR UNTIL ALL CUTS, FILLS, AND DITCHES
ARE STABILIZED FOR THAT 2000' SECTION. UPON STABILIZATION OF THAT SECTION ANOTHER 2000' SECTION CAN
BE CONSTRUCTED AND STABILIZED.
7. - ALL STREAM CROSSINGS AND PERENNIAL STREAMS WILL BE ALIGNED WITH THE NATURAL STREAM PATTERNS ABOVE
AND BELOW THE PROPOSED ROAD. ARCH CULVERTS WILL BE USED AND FOOTERS WILL BE CONSTRUCTED IN
UNDISTURBED BANKS AWAY FROM THE STREAM FLOW.
8. - PROCEED WITH GRADING, CLEARING AND GRUBBING. NOTE: NO OFF SITE DISPOSAL OF MATERIAL IS ALLOWED
UNLESS THE DISPOSAL SITE HAS AN APPROVED EROSION CONTROL PLAN.
9. - SEED AND PLACE EROSION CONTROL MATTING ON. ALL CUT AND FILL SLOPES THAT ARE NOT ROCK IMMEDIATELY
UPON COMPLETION OF SLOPE STABILIZATION.
10. - ALL TEMPORARY STREAM AND CREEK CROSSINGS FOR EQUIPMENT DURING CONSTRUCTION SHALL BE MADE USING
TEMPORARY BRIDGES. NO STREAM BANK OR STREAM BED DISTURBANCE SHALL BE ALLOWED FOR EQUIPMENT
CROSSINGS.
11. - SEED AND MULCH DENUDED AREA WITHIN 15 DAYS AFTER FINISHED GRADE ARE ESTABLISHED. SEED AND SOIL
AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE. STRAW MULCH
SHALL BE TACKED WITH TACKING AGENT APPLIED BY HYDROSEEDER.
LIME 4,000 LBS
FERTILIZER (10- 10 -10) 1,000 LBS
KY -31 FESCUE 100 LBS.
STRAW MULCH 60 -80 BALES
FOR SUMMER SEEDING ADD TO THE ABOVE:
GERMAN MILLET 40 LBS
SMALL - STEMMED SUDAN GRASS 50 LBS
FOR WINTER SEEDING ADD TO THE ABOVE:
RYE GRAIN 120 LBS
IF HYDROSEEDING, WOOD CELLULOSE MAY .BE USED IN ADDITION TO STRAW MULCH AT THE RATE OF 1,000 LBS
PER ACRE.
ALL SEEDING SHALL BE MAINTAINED, WATERED ETC.., UNTIL A PERMANENT VEGETATIVE GROUND COVER IS
ESTABLISHED OVER ALL DISTURBED AREAS.
FOR ALL SLOPES 2:1 OR STEEPER ADD TO THE ABOVE:
PURE LIVE SEED SWITCHGRASS 4 LBS
BROWNTOP MILLET 8 LBS
GRAIN SORGHUM 2 LBS
ALL SLOPES 2 :1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MIATTING.
NATIVE SEEDING:
THE CORRECT SEEDBED pH IS 5.5 TO 6.5.
APPLY ZERO NITROGEN AT PLANTING.
INCORPORATE SOIL AMENDMENTS INTO TOPSOIL /ROOT ZONE BEFORE SEEDING.
FIRM SEEDBED BEFORE SEEDING (TRAVEL WITH DOZER CLEATS).
SEEDING DEPTH FOR ALL NATIVE SSP. (EXCEPT E.GAMAGRASS) NEED TO BE 1/4" - 1/2 ".
GREATER DEPTHS CAUSE HIGH SEED MORTALITY.
SPECIALIZED SEEDING IMPLEMENTS ARE REQUIRED. SEED MIXES AND RATES TO MATCH SEEDER USED. A NO -TILL,
DROP SEEDER OR BROADCASTER WITH PRECISION METERING TO CONTROL SMALL SEED FLOW AND PICKER WHEEL
AGITATORS TO HANDLE FLUFFY SEED ARE BEST SUITED FOR NATIVE SEED.
NATIVE PLANT SEEDING MIX FOR STREAM OR RIVERBANK STABILIZATION
SEEDING FOR STREAM OR RIVERBANK STABILIZATION SHALL BE A MIXTURE OF NATIVE GRASSES, PLANTS AND
TREES. NATIVE PLANT MIX SHALL INCLUDE THE FOLLOWING:
GRASSES - BIG BLUESTEM, INDIAN GRASS, LITTLE BLUESTEM, SWITCHGRASS 5 LBS /ACRE EACH
AUGUST THRU MAY - GREENRYE 25 LBS /ACRE EACH
MAY 1 THRU AUGUST - MILLET 25 LBS /ACRE EACH
TREES - SILKY DOGWOOD (CORNUS AMONUM), SILKY WILLOW (SALIX SERICEA), HAZEL ALDER (ALMUS SERRULATA)
AND ELDERBERRY (SAMBUEUS CANADENSIS)
NATIVE PLANT MIX VARIATIONS SHALL BE APPROVED BY ENGINEER.
NOTE: NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR RIVER BANK.
12. - MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
13. - REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
14. - REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
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GENERAL C T ZION NOTE
REVISION DATE -JUNE 16, 20:9
1. FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICA T�ONS. THE ENGINEER MAY MAKE GRADE
A PRICE FOR UNCLASSIFIED EXCAVATION.
CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE UNIT BID S CAV ION
2. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM THICKNESS,
WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS DETERMINED ! BY THE
ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLER TO A COMPACTION EQUAL TO OR GREATER THAN
95% (100% IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND PARKING LOTS) OF THE DENSITY
OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH THE STANDARD PROCTOR
METHOD OF MOISTURE- DENSITY RELATIONSHIP TEST, ASTM D698 OR AASHTO -99 UNLESS SPECIFIED IN OTHER
SPECIFICATIONS.
3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON ANY AREA
NOT CLEARED AND GRUBBED.
4. ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED PRIOR TO
GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT FENCES, ETC., SHALL BE
MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT AND SHALL BE REMOVED AT THE
COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S APPROVAL. PAYMENT SHALL BE CONSIDERED
INCIDENTAL TO CLEARING AND GRUBBING. IF DURING THE LIFE OF THE PROJECT, A STORM CAUSES SOIL
EROSION WHICH CHANGES FINISH GRADES OR CREATES "GULLIES" A,'40 "WASHED AREAS ", THESE SHALL BE
REPAIRED AT NO EXTRA COST, AND ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY
SHALL BE REMOVED AS DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE
TO ANY APPROVED EROSION CONTROL PLANS WHETHER INDICATED ITN THE CONSTRUCTION PLANS OR UNDER
SEPARATE COVER.
5. DISPOSABLE MATERIAL
A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF BY
THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERVASE.
B. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, 'PAVEMENT, ETC., MAY BE PLACED IN
SPECIFIC DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED FROM THE SITE AS REQUIRED BY
THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER OF 2'. THE CONTRACTOR SHALL
MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE AREAS. WHEN DISPOSAL SITES ARE NOT
PROVIDED, THE CONTRACTOR SHALL REMOVE THIS WASTE FROP -II THE SITE AND PROPERLY DISPOSE OF IT
AT HIS EXPENSE.
C. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE APPURTENANCES,
UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIC UTILITY AGENCY, OR COMPANY HAVING
JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE, DESTROY, SALVAGE, REUSE, SELL OR STORE FOR
HIS OWN USE ANY ABANDONED UTILITY, HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM
THE UTILITY INVOLVED.
D. ON SITE BURNING IS AN ACCEPTABLE METHOD OF DISPOSING OF FLAMMABLE WASTES. WHEN BURNING IS
ANTICIPATED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND
MEETING GOVERNING CODES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OR HIS REPRESENTATIVE AS
TO THE SPECIFIC LOCATION OF BURNING.
AFTER BURNING IS COMPLETED, PURE ASH MAY BE DISPOSED OF BY MIXING WITH FILL DIRT.! ALL
MATERIAL NOT TOTALLY BURNED SHALL BE DISPOSED OF AS SPECIFIED IN "B" ABOVE. THE CONTRACTOR
SHALL NOT HOLD UP WORK PROGRESS FOR THE PURPOSE OF 41VAITING FOR A "BURNING DAY ".
6. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF
CONSTRUCTION, THE CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS AND STONE AS DIRECTED BY
THE ENGINEER. ALL WORK SHALL BE PAID BASED UPON UNIT BIDS, (UNLESS SPECIFIED OTHERWISE.
7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY SURFACE
ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPAJNY PERFORMS THE WORK.
8. THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS AT ALL
TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR, EMERGENCY VEHICLES. ALL OPEN DITCHES
AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE SPECIFICATIONS.
9. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED ACCORDING TO THE
SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH, FREE OF ALL ROCKS LARGER
THAN 3 ", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND GOUGES PRIOR TO SEEDING; THE SURFACE
SHALL BE LOOSENED TO A DEPTH OF t4 " -6" TO ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH
SEEDING OPERATIONS WITHOUT FIRST OBTAINING THE ENGINEER'S APPROVAL OF THE GRADED SURFACE. ALL
SEEDING SHALL BE PERFORMED BY A MECHANICAL "HYDRO - SEEDER;'.. HAND SEEDING SHALL BE AUTHORIZED
ON AN AREA BY AREA APPROVAL BY THE ENGINEER. DISTURBED AREAS SHOULD THEN BE MATTED WITH
SHORT -TERM PHOTODEGRADABLE EROSION CONTROL MATTING.
10. WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE CORRUGATED METAL. PIPE (CMP) CONFORMING TO AASHTO
M -36, WITH REROLLED ENDS TO ACCOMMODATE CORRUGATED COUP,.:6NG BANDS. 18" PIPE SHALL BE 16
GAUGE, 24" AND 30" PIPE SHALL BE 14 GAUGE AND 36" PIPE AND OVER SHALL BE 12 GAUGE AS SPECIFIED
ON THE PLANS, PIPE AND COUPLING BANDS SHALL CONFORM TO N CIDOT 1032 -3 FOR PLAIN PIPE OR 1032 -4
(A) FOR BITUMINOUS COATED AND PARTIALLY PAVED PIPE. DIMPLE BANDS SHALL NOT BE USED.
WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) CONFORMING TO AASHTO
M -170, AS CONTAINED IN NCDOT STANDARD SPECIFICATION 1032 -9 FOR WALL "B" TYPE.
WHERE SPECIFIED, ALL STORM DRAIN PIPE SHALL BE HIGH DENSITY POLYETHYLENE (HDPE). SMOOTH WALL
INTERIOR, WITH WATER TIGHT JOINTS, BACKFILLED WITH # 57 WASHED STONE UP TO MIN. 6" OVER THE TOP
OF THE PIPE. HDPE PIPE USED FOR STORM DRAINAGE DETENTION S�Y'STEMS SHALL BE ADS N12 WT
OR APPROVED EQUAL.
WHERE SPECIFIED, ALL CORRUGATED METAL STORM DRAIN PIPE (CMIF) SHALL BE ALUMINIZED TYPE 2
CORRUGATED STEEL MANUFACTURED IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M -36. THE PIPE
SHALL BE MANUFACTURED FROM ALUMINIZED STEEL TYPE 2 MATERA',L CONFORMING TO THE REQUIREMENTS OF
AASHTO M -274. ALL PIPE SHALL BE FURNISHED WITH REROLLED ENDS AND SHALL BE JOINED WITH HUGGER
BANDS. THE USE OF DIMPLE BANDS WILL NOT BE ALLOWED. PIPE THI TROUGH 24" DIAMETER SHALL BE 16
GAUGE, PIPE THROUGH 42" DIAMETER SHALL BE 14 GAUGE, PIPE THROUGH 54" DIAMETER SHALL BE 12
GAUGE.
11. CONTRACTOR SHALL VERIFY ALL ELEVATIONS BEFORE INSTALLATION OF FACILITIES.
12. CATCH BASINS CAST -IN -PLACE SHALL CONFORM TO THE REQUIREMENTS OF NCDOT STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES (LATEST EDITION) ARTICLES 840 -1 THROUGH 840 -3. CURB INLET CATCH BASIN
SHALL CONFORM TO NCDOT STANDARD DETAILS 840.02 THROUGH 840.04. DROP INLETS SHALL CONFORM TO
STANDARD DETAIL 840.14. JUNCTION BOXES SHALL CONFORM TO STANDARD DETAIL 840.31.
13. CURB INLET FRAME, GRATE AND HOOD SHALL BE NEENAH R- 32330:,, PRODUCTS BY DEWEY BROS., U.S.
FOUNDRY OR EQUAL. DROP INLET FRAME AND GRATE SHALL BE NEIENAH R -3339A OR EQUAL. FIELD INLET
COVER SHALL CONFORM TO NCDOT STANDARD DETAIL 840.04, OPENING FACING UPSTREAM.
14. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NCDOT STANDARD
SPECIFICATIONS FOR ROAD AND STRUCTURES (LATEST EDITION). COhNiICRETE SHALL BE CLASS A OR B. 4000
PSI MINIMUM, MEETING THE REQUIREMENTS OF SECTION 1000, CONSTRUCTED IN ACCORDANCE WITH SECTION
825. MASONRY SHALL MEET THE REQUIREMENTS OF SECTION 1040„ CONSTRUCTED IN ACCORDANCE WITH
SECTION 830 AND /OR 834.
15. TOPS OF PROPOSED FRAMES AND GRATES SHALL BE FLUSH WITH F!E' IISHED GRADE.
16. PRE CAST CONCRETE BOXES ARE ACCEPTABLE ALTERNATIVES FOR PROPOSED CATCH BASINS.
GENERAL T NOTES
REVISION DATE - NOVEMBER 19, 2010
1. ALL CONSTRUCTION OUTSIDE RIGHTS -OF -WAY SHALL TAKE PLACE WITHIN THE PERMANENT AND
TEMPORARY ACCESS EASEMENTS SHOWN.
2. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN THE
ORIGINAL SITE, OR AS NOTED.
3. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE
VERIFIED IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE DAYS PRIOR TO CONSTRUCTION,
CONTRACTOR MUST NOTIFY EXISTING UTILITY OWNERS. CALL 811 BEFORE YOU DIG.
4. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE STATE OF NORTH
CAROLINA.
5. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE
CONSTRUCTION SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE LEVIED DUE
TO POLLUTION CREATED DURING CONSTRUCTION.
6. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL HEALTH AND SAFETY REGULATIONS
PERTAINING TO CONSTRUCTION OPERATIONS.
7. WATER LINES SHALL HAVE 3' -0" MINIMUM COVER UNLESS OTHERWISE SHOWN ON THE DRAWINGS.
8. WATER AND SEWER LINES SHALL HAVE A MINIMUM 10' HORIZONTAL SEPARATION OR A MINIMUM 18"
VERTICAL SEPARATION WITH THE WATER OVER SEWER, OR BOTH WATER AND SEWER LINES SHALL BE
DUCTILE IRON PIPE 10' EITHER SIDE OF THE CROSSING.
9. WATER AND STORM SEWER LINES SHALL HAVE A MINIMUM 12" VERTICAL SEPARATION.
10. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
11. LEGAL DESCRIPTIONS FOR PROPOSED EASEMENTS BY OTHERS.
1. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY ROAD BEING
CLOSED FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED TO LOCAL. NEWSPAPER, RADIO STATION, FIRE
DEPARTMENT, COUNTY SHERIFF'S DEPARTMENT, AMBULANCE, AND COUNTY EMERGENCY AGENCY. ALL
TRAFFIC CONTROL SHALL CONFORM TO THE REQUIREMENTS OF THE 'NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION.
2. CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER EXISTING BURIED UTILITIES HAVE BEEN LOCATED AND
24 HOURS PRIOR TO CONSTRUCTION.
3. ALL FENCE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED [NITH LIKE MATERIALS IN A
WORKMANLIKE MANNER AND IN ACCORDANCE WITH STANDARD FENCE: CONSTRUCTION PRACTICES AT
THE CONTRACTOR'S EXPENSE.
4. CONTRACTOR SHALL FIELD LOCATE ALL BURIED TELEPHONE LINE IN CONFLICT WITH THE PROPOSED
WATER LINE. WHERE NECESSARY, EXISTING BURIED TELEPHONE LINE SHALL BE TEMPORARILY MOVED
DURING CONSTRUCTION OF THE PROPOSED WATER LINE AND RE -LAID AT NO ADDITIONAL COST TO THE
OWNER.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING. CONSTRUCTION
AND SHALL REPAIR ROADS PER REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION. NO OPEN CUTS OF EXISTING ROADS SHALL BE ALLOWED EXCEPT WHERE INDICATED
ON THE DRAWINGS OR WHERE SPECIFIC PERMISSION IS GRANTED BY THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION. SAND OR A SIMILAR MATERIAL APPROVED BY THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION SHALL BE PLACED ON THE ROAD TO AID IN THE CLEAN
UP AFTER CONSTRUCTION. A MINIMUM OF 2" OF SAND SHALL BE PLACED ON THE ROAD PRIOR TO
STOCKPILING SPOIL MATERIAL ON THE ROAD SURFACE TO FACILITATE CLEANUP.
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1. STRAW WATTLE CHECK DAMS SHALL BE PLACED AT 50' INTERVALS OWM WATER METER LANDFILL GAS VENT
IN ALL DOWN SLOPE DITCHES DURING ACTIVE CONSTRUCTION. JQ F" FIRE HYDRANT LANDFILL GAS COLLECTION WELLHEAD ��lulrr!
2. ROCK CULVERT INLET PROTECTION SHALL BE USED AT THE
Pa WV � POTABLE WATER' WELL
WATER VALVE
UPSTREAM SIDE OF ALL CROSSING AND DRIVE CULVERTS BLOW OFF VALV. OMB MAILBOX OR PAPER BOX o� ° °°
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3. SILT FENCE SHALL BE INSTALLED DOWN SLOPE OF TRENCHING d G/v j SAT DISH SATELLITE DISH' = oc w ¢ zo -
ACTIVITIES BETWEEN TRENCH AND DITCH LINE IN ACTIVE GAS VALVE °�, N c,
YARD ORNAMENT , p Z°
STATUE, BIRD BATHS, ETC.
CONSTRUCTION AREA. r� PIV IRRIGATION CON 1 i\OL y
POST INDICATOR OR ✓ALVE TREES %, °d °° ° G �•
4. ALL DISTURBED AREAS SHALL BE STABILIZED EEO TAILS DAILY. ® E.JUNC o ° o 4\ \\
F�°-R- ELECTRIC JUNCTION BOX OR OUTLET 0 SHRUBS / BUSHES
p SIG flllfll��`
BOX -3O ., �+"--Y ?�C
5> CHECK DAMS, CULVERT PROTECTION AND SILT FENCE MAY BE TRAFFIC SIGNAL L Jx (H) HORIZONTAL GROUND DISTANCE
REMOVED WHEN DISTURBED AREAS ARE STABILIZED OR AN
ADEQUATE STAND OF GRASS HAS BEEN ACHIEVED PER DETAILS. (G) NO STATE PLANE GRID DISTANCE
EROSION CONTROL MATERIALS REMOVED FROM STABILIZED AREAS = _ _ _ = - _ - _ _ _ _ _ = CULVERT.
MAY BE REUSED IN ACTIVE CONSTRUCTION AREAS. x - - x - - x - - -- FEt`CE
� - -- CI _ - -{_}- -- - - -- SILK FENCE
6. ALL EROSION CONTROL DEVICES AS SHOWN ON THE PLANS AND - o- a- a- .- o- ._ :, -- - _- -o- -„ -,, o- GUARD DETAILS SHALL BE. CONSIDERED AS INCIDENTAL TO THE PROJECT ARD RAIL
AND NO ADDITIONAL PAYMENT SHALL BE MADE. _ _ _ >� _mss APPROXIMATE LOCATION OF
PRECAST CONCRETE CONSTRUCTION NOTES
REVISION DATE - NOVEMBER 3, 2008
1. ALL PRECAST COMPONENTS SHALL MEET REQUIREMENTS ASTM C -478, LATEST REVISION,
AND ASTM C -890.
2. ALL "FORMED IN PLACE" CONCRETE SHALL BE CLASS "B ", 3000 PSI MIN.
3. ALL PRECAST SECTIONS SHALL BE CONSTRUCTED PLUMB.
4. IF MANHOLES OR VAULTS ARE SET IN LOCATION OF HIGH WATER TABLE OR UNDERGROUND
WATER IS ENCOUNTERED, THE CONTRACTOR SHALL INSTALL UNDER DRAINS AND STONE AS
DIRECTED IN THE FIELD BY THE ENGINEER.
5. THE PRECAST SUPPLIER SHALL BE RESPONSIBLE FOR THE STRUCTURAL DESIGN OF THE
STRUCTURE AND, WHEN REQUESTED BY THE ENGINEER, SHALL SUBMIT SHOP DRAWINGS AND
DESIGN CALCULATIONS WHICH HAVE BEEN SIGNED AND SEALED BY A REGISTERED
STRUCTURAL ENGINEER.
6. THE PRECAST SUPPLIER SHALL SUBMIT BUOYANCY CALCULATIONS TO VERIFY
ANTI- FLOATATION OF WET WELL. CONTRACTOR SHALL MODIFY STRUCTURE AS REQUIRED TO
ENSURE ANTI- FLOATATION AT NO ADDITIONAL COST TO OWNER.
FINAL DESIGN
NOT RELEASED FOR'
CONSTRUCTIOIN
N fy
IPS IRON PIN SET
CV � �I � �
RBF REEAR FOUND p >- N
OTIPF OPEN TOP IRON PIN FOUND o W W >I
C FIPF CRI,APED TOP IRON PIN FOUND o m m W `j Of
CIviU CONCRETE MASONRY UNIT
LU �! w N
LL. >- � ,o 0
R %In! RIGI1T OF WAY O Z m Z
Z w o o(9 u) Z co 0
CEI,TERLINE In I- c/) 0 U) Z LU n o
O¢ w Q w O
CURVE (SEE CURVE TABLE)
POB POlNT'OF BEGINNING
CID CALCULATED POINT
PB PLAT BOOK
DB DEED BOOK
vi
L LINE (SEE LINE TABLE)
BLDG BUILDING
F' CAST IRON PIPE
CORRUGATED METAL PIPE
"ONC CONCRETE
Ctv1U COKCRETE MASONRY UNIT
CF)P CORRUGATED PLASTIC PIPE Lu
DIP DUCTILE IRON PIPE
& T ELECTRIC & TELEPHONE
F OC FIBER OPTIC CABLE
GIP GALVANIZED IRON PIPE
C :'H OVERHEAD
RCP REINFORCED CONCRETE PIPE
u jG UNDERGROUND
vi
CID VITRIFIED CLAY PIPE
PVC POLYVINYL CHLORIDE PIPE
i =E FINISHED FLOOR ELEVATION
PG PAGE
REF REFERENCE
I -
'JT DEPARTMENT OF TRANSPORTATION
`1GS NATIONAL GEODETIC SYRVEY
NCSP NORTH CAROLINA STATE PLANE
R i3:_)X ME`I ER BOX
GMU02
NO. DATE BY REVISION DESCRIPTION
PRECAST CONCRETE CONSTRUCTION NOTES
REVISION DATE - NOVEMBER 3, 2008
1. ALL PRECAST COMPONENTS SHALL MEET REQUIREMENTS ASTM C -478, LATEST REVISION,
AND ASTM C -890.
2. ALL "FORMED IN PLACE" CONCRETE SHALL BE CLASS "B ", 3000 PSI MIN.
3. ALL PRECAST SECTIONS SHALL BE CONSTRUCTED PLUMB.
4. IF MANHOLES OR VAULTS ARE SET IN LOCATION OF HIGH WATER TABLE OR UNDERGROUND
WATER IS ENCOUNTERED, THE CONTRACTOR SHALL INSTALL UNDER DRAINS AND STONE AS
DIRECTED IN THE FIELD BY THE ENGINEER.
5. THE PRECAST SUPPLIER SHALL BE RESPONSIBLE FOR THE STRUCTURAL DESIGN OF THE
STRUCTURE AND, WHEN REQUESTED BY THE ENGINEER, SHALL SUBMIT SHOP DRAWINGS AND
DESIGN CALCULATIONS WHICH HAVE BEEN SIGNED AND SEALED BY A REGISTERED
STRUCTURAL ENGINEER.
6. THE PRECAST SUPPLIER SHALL SUBMIT BUOYANCY CALCULATIONS TO VERIFY
ANTI- FLOATATION OF WET WELL. CONTRACTOR SHALL MODIFY STRUCTURE AS REQUIRED TO
ENSURE ANTI- FLOATATION AT NO ADDITIONAL COST TO OWNER.
FINAL DESIGN
NOT RELEASED FOR'
CONSTRUCTIOIN
N fy
IPS IRON PIN SET
CV � �I � �
RBF REEAR FOUND p >- N
OTIPF OPEN TOP IRON PIN FOUND o W W >I
C FIPF CRI,APED TOP IRON PIN FOUND o m m W `j Of
CIviU CONCRETE MASONRY UNIT
LU �! w N
LL. >- � ,o 0
R %In! RIGI1T OF WAY O Z m Z
Z w o o(9 u) Z co 0
CEI,TERLINE In I- c/) 0 U) Z LU n o
O¢ w Q w O
CURVE (SEE CURVE TABLE)
POB POlNT'OF BEGINNING
CID CALCULATED POINT
PB PLAT BOOK
DB DEED BOOK
vi
L LINE (SEE LINE TABLE)
BLDG BUILDING
F' CAST IRON PIPE
CORRUGATED METAL PIPE
"ONC CONCRETE
Ctv1U COKCRETE MASONRY UNIT
CF)P CORRUGATED PLASTIC PIPE Lu
DIP DUCTILE IRON PIPE
& T ELECTRIC & TELEPHONE
F OC FIBER OPTIC CABLE
GIP GALVANIZED IRON PIPE
C :'H OVERHEAD
RCP REINFORCED CONCRETE PIPE
u jG UNDERGROUND
vi
CID VITRIFIED CLAY PIPE
PVC POLYVINYL CHLORIDE PIPE
i =E FINISHED FLOOR ELEVATION
PG PAGE
REF REFERENCE
I -
'JT DEPARTMENT OF TRANSPORTATION
`1GS NATIONAL GEODETIC SYRVEY
NCSP NORTH CAROLINA STATE PLANE
R i3:_)X ME`I ER BOX
GMU02
NO. DATE BY REVISION DESCRIPTION

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50629581 o Cv
736150.*64 - - - - - - - - - - — — — o.
3613.77 (BY OTHERS)
o.....
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- - - - - - - - - -
TOww6F HIGHLANDS/
SANITARY SEWER MANHOLE
TOP EL: 3619.94'
12' DIP I.E.:361193'
12" DIP I.E.: 3613.67' If
PROPOSED
MAGNETIC FLOW METER IN 4'x4'
M—rc!
SILT 2.8j PIN No.7530 -06-3347 +
DB F13/PG 210 1
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DOUBLE Sffi'iG; C
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EL: 3632.58
PROPOSED
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CATCH BASIN PER DETAIL.—/ 'y
TOP EL.: 3635.50'
I.E.: 3632.50'±
PROPOSED
12" DOUBLE WALLED HDPE STORM CULVERT.
INFLUENT I.E.: 3632.50'
DISCHARGE I.E.: 3632.00'
BUILDING
PROPOSED
4 of Hx8 90 W ASPHALT CURB LOCATED AT
EDGE OF EXISTING PAVEMENT. 70 LF
ASSUMED — ACTUAL LENGTH TO BE
VERIFIED IN THE FIELD BY THE
X
ENGINEER DURING CONSTRUCTION.
TOWN OF HIGHLANDS
WASTEWATER k
TREATMENT PLANT
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PROPOSED PROPOSED
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PROPOSED
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PROPOSED
SILT FENCE PER DETAIL (TYPNI
GARNETTH TAYLOR
PIN No.7530-65-1901
DB H-27/PG 1140
GRADING CONTOURS (TYP)
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NO. DATE BY REVISION DESCRIPTION
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SEAL WATER PIPING 1 NORMALLY CLOSED
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a d:
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4'- 0 "x4' -0" AUTOMATIC
AIR LOUVER MOUNTED a a d: ° . a e° , VERTICAL TURBINE PUMP e
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° e .n ° ° < .'.° .d _ .,t l =, DETAIL (TYP -. OF 2)
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29 OCT 12
JCW
(TYP. OF 2)
SIZED BY MANUFACTURER °;
DATE
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FINAL DESIGN
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30 "x30" ALUMINUM
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FLANGED COUPLING / = — — -j
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136.10' `.. � $ 4 3619.0' TI. /
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° ' •° a
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STEPS PER DETAIL.
i AIR COMPRESSOR, TANK AND CONTROL
I I UNIT FOR SCREEN AIRBURST SYSTEM °
I I °
I I (BY SCREEN SUPPLIER) ON 6" THICK 4 ° ) . . . .
I I HEATER CONCRETE PAD
6" SCH. 80 PVC PIPE WITH TRAP I I
AND FLAPPER VALVE AT OUTLET.
DRAIN TO DAYLIGHT AT 1.0% SLOPE. I I
I I
30' -0"
32 "x48" ALUMINUM FRAME DOUBLE
HUNG SHATTERPROOF GLASS WINDOW
AT 4' -0" A.F.F. (TYP.. OF 3)
MANHOLE STEPS
(ROTATED FOR CLARITY)
10" MAGNETIC FLOW METER
ADJUSTABLE PIPE
SUPPORT PER DETAIL
(TYP. OF 2)
6" MIN. #67 STONE -J
14'-S-C'H 80 PVC PIPE WITH TRAP
AND FLAPPER VALVE. DRAIN TO
DAYLIGHT AT 1.0% SLOPE.
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W
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1
29 OCT 12
JCW
REVISED INTAKE LINE QUANTITY PER PWSS RECOMMENDATION
NO.
DATE
BY
REVISION DESCRIPTION
EMMA,.
Yxx
i`
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LIL
F-
SLUICE GATE MANUAL OPERATOR,
GEARED CRANK TYPE.
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Ill W/ FLANGED SLUICE GATE
--- - - - - -� PER DETAIL
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2" SCH. 40 WELDED STEEL AIR
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ROUTED THROUGH WALL WITH HIGH
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BELOW GRADE AND SECURED
--
— =
I TO
OUTSIDE WALL WITH S.S. STRAP.
FINAL DESIGN
1,600 CFM EXHAUST FAN
- -�-- -� (4'- 0 "x4' -0") MOUNTED
RELEASED
6'-0" A.F.F.
CONSTRUCTION
FLOOR PLAN
SCALE: Y2" _ 1'
1
29 OCT 12
JCW
REVISED INTAKE LINE QUANTITY PER PWSS RECOMMENDATION
NO.
DATE
BY
REVISION DESCRIPTION

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CONTROL BUILDING
(SEE OTHER SHEET
BOLLARD PER DETA
CONCRETE SL/
6" SCH. 80 PVC I:
10" DI RAW WATE
8" DI SURGE
14" I
CONTINUOUS
RIDGE VENT
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FRONT ELEVATION
NOT TO SCALE
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2' ROLL -UP DOOR
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COMPACTED FILL
NOTES:
1. ROOF FOR BUILDING SHALL BE A
CONCEALED FASTENER, LAP -SEAM METAL
ROOF. SEE PROJECT SPECS FOR DETAILS.
0 +00 0 +20 U +4U UTOV w
PROFILE VIEI W

\ USFS 1 -1/2" BAR EDEN GLEN LTD �/ ' V wu
N: 506474.41
\ E: 736499.47 PIN No.7530 -66 -6559 i PLAN
PROPOSED 2-12" 450 FITTINGS \ EL: 3616.47 DB Y24 /PG 1558 � I
rl
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E. 736500.40 I U_
PROPOSED FULL WIDTH EL 3613.34 NS50637811 BAR
E :736611.75 PROPOSED CULVERT INLET
GRAVEL DRIVE REPAIR \ EL: 3614.70
18 "CMP PROTECTION PER DETAIL GRAPHIC SCALE I INCH = 50 FEET w
- - --------- I.E. :3608.74'
a�
TBM NL IN POLE
EL: 3611.20 PLASTIC YARD INLET '"
\ \ �
HARDWOOD 36"
SANITARY SEWER MANHOLE ��=i / - - - \�� NC SET H N
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S 14 �\ i I N: 06325.28 f, i 00
TOP EL: 3615.15'1 -lCr/ / >� / _ �0p ` }� E� 3614 93 0 'J oNO
FORCE MAIN WITH VALVE % ° i ' \ \
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O MILLING AND OVERLAY PER I per„
USFS 1 -112" BAR s �' '� tti O
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CUARdRAIL / / ✓// / /�i - _ _ - ° _ / \ \ ^ LOCATION W
TOWN OF HIGHLANDS =VALVE AND BOX
/ ' ° ° ° - _ PIN No.7530 -06 -3327 / (_ J I
DB F13 1PG 210
`LAKE - - �i / \ _ \\ \ 1 1 \\ EXISTING 6"
/� // // / \ 4,,p mss\ WATERLINE I PROPOSED CULVERT INLET
RTK _ / \ / " \ PROTECTION PER DETAIL W
_ SEQUOYAH - - y95 / / // �/n \� \ 4 <J \ ° W GPS
N. 506490.88
E: 736186.65 CO a/
f/ EL: 3605.16 \ ,/ % i� �✓ 3� // / \� \� \ \ \ °\ 1 ✓ //� / \ \ z \ \\ L
\ i Xl6p� l \ //i i� / -� \` \�� \ \\ �s9-- a /. / r _ ✓/\ \ \ \ \ \/ 1: \� ° \\ Q
UP 3 41
W 0) ROCK WALL Z.
24 "CMP
L \ _J I I ° \ \ \� ` \ ° \ \ \ i \ \ \ \ // `� ` \
E.:3593.20° \ ° \ i�/ -\ ` ° \ 1:4
\
- - ` -- \ \ . TEL ROCK WALL k`rr)
'
--ll E
ROCK \ _ / �r _ (DIVER -)-
c Vv 04
EQ
\ \ (/,�` \ \� rl \�`\\ �, \ 1 \L =/ ! _ / % // / ✓ , jj 7 X -_ _ \ \ \ \ \ \�° �s 9s 9 \\ \ \\ \\ \ \ `\ \ � \ 1 \ ( � \��\ / , i I �I iIIrI I l '� 72 \ \ \ RAW PROPOSED TEMPORARY N/59.A ( 29 0 „9 WM LE.:360570'- " D 30 "CMP ° FINAL m R¢ I V
PROPOSED E 36170 00 i o COFFER DAM (BY OTHERS) N
`�-' --
-
WATER TRANSMISSION LINE, \ x,� _ �o
PLACE IN CENTER OF WEST \ ? CP /NL SET ``� \ xe `w ey.,' �. - - o uj ' Go _j
° ° \ \� \� \ \\ \\ \ -`p � ^^.,,,...�- .Z:=z` \ O •c o t_/J
N: 506012.35 �\ �`.� `DL oW (!) N �o
h E: 736840.77
;:
HIGHLANDS WWTP \ (\ \ \ EL 3615.96 0 -� t
\ \' /,/, s e -5, BOUND ll\ °�` \`� PROPOSED RAW WATER INTAKE BOUND TRAVEL LANE �.�, _ \ k x _ CONSTRUCTION
°
72" DIP OUTFACE h
I.E.: 3578.00' / ✓ / ° // ' \°FR \ \ \ \� / ° o
°�`` \` \ \ \\\\� \�� LINES (SEE OTHER SHEETS EXISTING 12" DIP
l
I I \ \ ` , } �� �� SEWER FORCE MAIN RAIL ° o
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�\ \\I \\ \\ , \, ,_ Iultti
I i I i l ` \ \ \ \, TOWN( : OF HIGHLANDS Lu
usFS 1 -t /�" BAR PROPOSED FLOW METER VAULT PIN h o.7530 -56 -4145 958
_ .... _ ... ° °e
E: 736150.64 EL: 3613.77 1AND 10 GATE VALVE ANDS 18/PC 105
\..
\ °
SANITARY SEWER MANHOLE BOX (SEE OTHER SHEETS) ° cn
TOP EL: 3619.94' LAKE SEQUOYAH
12" DIP I.E.:3613.93'
12" DIP 1,E.:3613.67
° CP1NL SET
° N: b06264.92
° E: 736162.50
° !
EL; 3616.44
\ \ \\ PROPOSED RAW WATER
\� \ \\ NOTES: OCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED IN THE °
` , `, \� \ INTAKE PUMP STATION FIELD BY THE !CONTRACTOR. °
/ ,�ti //Q ,�a c� �,�� �.., 1 1 � 2. CONTRACTOR SHALL REMOVE AND REPLACE ROADWAY SIGNS AND MAILBOXES AS NECESSARY TO INSTALL PROPOSED.
ts� -r ` ` \ (SEE OTHER SHEETS) UTILITY LINE. CONTRACTOR SHALL COORDINATE SIGN REMOVAL AND REPLACEMENT WITH THE NCDOT.-
° _ / - -� \ - - - - - - - - - 3. CONTRACTOR SHALL COORDINATE WORK IN THE PROXIMITY OF UTILITY POLES WITH APPROPRIATE UTILITY COMPANIES. ,
/ 4. CONTRACTOR SHALL PLACE A 2" LAYER OF SAND ON ALL ASPHALT OR CONCRETE SURFACES PRIOR TO PLACING
/ EXCAVATED MATERIAL.
CP /NL CPS STATIC �\ \ \ \ \/ PROPOSED 5. CONTRACTOR SHALL CONTACT ALL UTILITY PROVIDERS CONCERNING EXACT LOCATION OF EXISTING LINES PRIOR TO
° N: 506208.16 \ \ \ \ \ CONSTRUCTION. IF EXISTING UTILITY CABLES ARE ENCOUNTERED IN CONFLICT WITH PROPOSED UTILITY LINE, CONTRACTOR
TOWN OF HIGHLANDS E \ SILT FENCE PER DETAIL SHALL STRIP OUT EXISTING CABLES,
: 736111.83
\ \ \ \ \� INSTALL PROPOSED UTILITY LINE & RE- INSTALL EXIS
EL TING UTILITY CABLES.
3625.57 1
PIN No.7530 -56 -4145 \ \ \ 6. ALL RIGHT OF WAY INFORMATION PROVIDED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
s DB 18 /PG 105 \\ \ \� \� \ GARNETTH TAYLOR 7. CONTRACTOR SHALL RESTRAIN PIPING JOINTS WITHIN 2 PIPE LENGTHS OF NORMAL WATER LEVEL. APPROVED
\ \ \ \ GARNETTH TAYLOR \ PIN No.753O -66 -3031 RESTRAINING DEVICES INCLUDE RETAINING GLANDS (MEGALUGS), FIELDLOCK GASKETS AND RESTRAINT SYSTEMS
\ \ u APPROVED PIPE MANUFACTURERS.
... � PROVIDED
BY APP OVE
•
a
PIN No.7530 -65 -1901 V DB H-27/PG 1140 g, TREE REMOVAL SHALL OCCUR BETWEEN AUGUST 15 AND JANUARY 31, PREFERABLY IN FALL OR WINTER TO AVOID
r • D8 H -27 /PG 1140
POSSIBLE IMPACTS TO RAFINESQUE S BIG EARED BAT AND INDIANA BAT. ANY -TREE REMOVAL OUTSIDE OF THIS PERIOD 1 29 OCT 12 JCVV REVISED SITE LAYOUT PER PWSS COMMENT LLI
r / M6L1 SHALL BE COORDINATED WITH THE U.S. FISH AND WILDLIFE SERVICE. LILM
\
NO. DATE BY REVISION DESCRIPTION j-°
y
ry / \
PROFILE 11'
- -- - SCALE: HORIZ. 1 "= 50'
VERT. EXISTING GROUND
1 "= 5' 3620
3620 -
US HWY 64
LF-12!�-�
USH -ON JOINT PIPE TO BE US ---D FOR
3615 ALL PPE INST
AL ED WITHIN 2 PIPE J INT LNGT S 3fa15
OF NORMAL W TER LEVEL WHERE PRACTICABLE
-mom 12 „DIP F/M 3610
N ( aT 3:
Q o
N > N
361
30 "CMP LL o
8 „CMP PROPO ED 12" DIP RAW - - - -- - -- - = - -- - �- m m > a � NI It
-- WATER TRANSMISSION LINE-. u w ° w w
(3' -0" MIN. COV R) 3605 °z LL z o z � z � �I
3605
LAKE SEQUOYAH NORMAL WATER LEVEL z W CD
O <t w <C Lu O r a
12' MIN.
--
CLEARANCE 12" MIN.
CLEARANCE 3600
3600
2> S H. 40 WELDED 12" MI
Q 1
STEEL. AIR LINE
FCLEARAN CE
14 "DI RAW WATER
Lu
p INTAKE _INE 3595
Q 3595 .�. LL
4 PROPOSE 12" GATE VALVE AND BOX
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" NOTE: 3590
3 3590 FOR LAKE CROSSING, 3' COVER REQUIRED BELOW
NATURAL GRADE. ACCUMUILATED SILT ABOVE' NATURAL
a � GRADE SHALL BE EXCAVATED AND RETURNED TO
N TRENCH OR DISPOSED OF AT SUITABLE LOCATION
®o ' OUTSIDE THE LAKE BOUNDARIES.
�I 3585 �' ui
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3580 W m Z ®W - -`
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APPROVED WARNING TAPE o
A CONCRETE THRUST 24" ABOVE PIPE (PVC ONLY)
—_ BLOCK BACKFILL MATERIAL BACKFILL MATERIAL, w
COMPACTED IN 6" LIFTS \
/ / / / / // / // // / COMPACTED IN 6 LIFTS w
A/2 A/2 UNDISTURBED \ \ / \ \ / \ \ / \ \/ / \ \ / \ \ / \ \ / \ \i
:EARTH DUCTILE IRON PIP
12" M
,_..�
4.
\ \
/ ;BACKFILL MATERIAL / \ \� LINK—SEAL "° .° a / ° / " /. BACKFILL MATERIAL SEAL MODEL C OR
° CONCRETE / / d / a I " 6 MIN /\
' COMPACTED N 3 LIFTS. COMPACTED IN 3 LIFTS �P°
THRUST BLOCK \ o \ CQ L, OR 'APPROVED EQUAL C`?
as d.- d .) °°. a B
4 Q / \� / No.12 COATED COPPER
TRACING WIRE (PVC ONLY) Q
° UNDISTURBED
\\ \\ \ UNDISTURBED 6
° e EARTH EARTH D
BELL LHOLES NOT SHOWN o
STANDARD EXCAVATION OVERGUT EXCAVATION
MM N
UNDISTURBED
CORE` DRILLED HOLE z
BEND BEND EARTH
NOTE: ^ a
TYPICAL THRUST BLOCKS 1. CONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY AND /
HEALTH REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS THE CONTRACTOR'S r�
REVISION DATE NOVEMBER 3, 2008 RESPONSIBILITY TO BE FAMILIAR WITH THE APPLICABLE REGULATIONS AND FOLLOW THEM ACCORDINGLY.
2. PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFILL IN TRENCH SHALL BE FOR ACTUAL QUANTITIES
cn
AND SHALL NOT EXCEED THE WIDTH OF TRENCH SHOWN ON THIS DETAIL. PIPE SIZE CORE SIZE LINK— SEAL MODEL NO. w `C
W
CONCRETE 24" MIN.%
THRUST BLOCK /\ \ \ \ \\ \ \� / \// TYPICAL T I DETAILS 499 899 Ls— 400
TRENCH WIDTH \��� \\ \\ / \ \ \� / \ \/
Q
\, �/ \ \ /i \, \- / /�� / / \�,\ LINES 6,, Io,, LS =goo o
f \\ \ / \ \\ \\ \\ 12 MIN.
/ // /// / `// `// THREADED ROD (GALVANIZED REVISION DATE - NOVEMBER 3, 2008 -
\�� \ \ / \/ / \ \ /\ \ / \/ OR BITUMINOUS COATED) >: ,9 ,,;
/ \/\
8 12 LS --400 ' W
12 16 LS— 425
n2 MIN \\ 4—
A ° -�— y' ,r
W 16 20 LS— 425 0 �P daa o
/ \ Ir. Qc 9, ,y oUl (n N Uo° J
m
\ \ \\ 12 MIN. \� ;� 1 B 24 LS -525 _ a
p Z 4J
q4 4
3Q
°°
\/\ \ /j� /� � / / \ //\ / / APPROVED WARNING TAPE 24" NOTES:
ABOVE PIPE (PVC ONLY
THREADED ROD {GALVANIZED / /// / /� / /� / /� / /� / // 4 PIPE DIAMETERS 1. DO NOT GROUT LINK -SEAL IN PLACE
OR BITUMINOUS COATED} UNDISTURBED EARTH / \ \ \j \ \ \ / / \ \� \ \� \ 2. LINK —SEAL SIZE FOR WALL SLEEVES WILL VARY FROM TABLE
/' 3. OTHER PIPE SIZES, MATERIALS AND APPLICATIONS ` SHALL BE PER
TYPICAL THRUST BL F MANUFACTURERS SPECIFICATIONS.
REVISION DATE - NOVEMBER 3, 2008 BACKFILL BACKFILL LINK—SEAL DETAIL - CO T HOLES
MATERIAL MATERIAL
COMPACTED COMPACTED REVISION DATE - NOVEMBER 3, 2008 w
IN 6" LIFTS IN 6" LIFTS
CONCRETE / \ \X\ \/\24 \MIN \ / \ \ / \i 12 MAX / \/
THRUST BLOC. //. / / / " \\ 12" MAX ^�
OFRPIPE LINE �` \P' " \/ OF PIPE LINE A 6. MIN
TRENCH. WIDTH 6 MIN �\ o�
\ / \� \ \ \/ \ 12 \MIN.' THREADED ROD (GALVANIZED No.12 COATED / /\ No.12 COATED
�/ /// ° / / \ //\ a //� OR BITUMINOUS COATEQ) COPPER TRACING \\ COPPER TRACING
WIRE (PVC ONLY) 6" MIN \\ WIRE (PVC ONLY) ° 6"
\\ \�. a a ° 1MIN. ° Ii a PLUG /\ \\
�. WASHED STONE /x /� \ \� \ /\ /\ / \\ WASHED STONE -'<
\ �° a 12 MIN.) ' `L - = == /
\ \ / \\, " . ° EMBEDMENT // ���� \ �\
ai. 112 MIN //\ `� / / EMBEDMENT
_
\\ \\ - e ' a' \ \ _ UNDISTURBED EARTH ADDITIONAL WASHED
..'WATER .LINE
_ a Al ° = STONE FOR UNDERCUT \
\ \ / \\ a Q - w ° e EXCAVATION ONLY AS
c-
/\//\ - �', / / \� - - - -- DIRECTED BY ENGINEER -
L ° \ 18"
-a - -- -
\ .. Q \ a e I�, STANDARD EXCAVATION \ \ %� \ /� \` \� \` \ \r \ \`f \ \` \�
°
\ 12 MIN. :., e \ �/\ // / / Lu
4 = - - UNDISTURBED EARTH /\ \ SEWER LINE
°° _ 0/>/\00y
IN WET CONDITIONS
0
° . ° \ \ \ \� 3/4" TAP W/ CORPORATION
Lu
/ /\\ STOP FOR AIR PRESSURE RELIEF �I
UNDERCUT EXCAVATION IN
UNSTABLE SOILS TYPES
THREADED ROD (GALVANIZED
STORM PIPE
OR BITUMINOUS COATED) UNDISTURBED EARTH /� /� / / \ / / \ / /\ //
11.E
NOTE: OF TRENCHES SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL
TYPICAL THRUST BLOCK
SAFETY AND HEALTH REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS
REVISION DATE NOVEMBER 3, 2008 THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE APPLICABLE REGULATIONS CROSSING STORM PIPE
AND FOLLOW THEM ACCORDINGLY. SEWER
2. PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFILL IN TRENCH SHALL BE FOR ACTUAL REVISION DATE - JANUARY 2, 2007
QUANTITIES AND SHALL NOT EXCEED THE WIDTH OF TRENCH SHOWN ON THIS DETAIL.
A 3. PAYMENT FOR WASHED STONE UNDERCUT SHALL BE FOR THE LENGTH OF THE TRENCH
REQUIRING UNDERCUT X 6" DEPTH INCREMENTS TO THE DEPTH REQUIRED.
A/2 A/2 UNDISTURBED
EARTH cr-
TY IC TRENCHING T I PIPE
as .
e . n a CONCRETE u?
CONCRETE Q F
Q THRUST BLOCK WITH I H WASHED STONE EMBEDMENT T
THRUST BLOCK.
Az 4 \ \ \ \ \\ \\ \\ REVISION DATE - NOVEMBER 3, 2008 ° w_ w
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° Q
e
°' - ° .
ava®
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TEE
TEE UNDISTURBED
EARTH
STAINLESS STEEL BOLT STEEL ENCASEMENT MASONRY SEAL
AT END OF PIPE
TYPICAL THRUST L C TEES
STEEL ENCASEMENT
REVISION DATE - NOVEMBER 3, 2008
FINAL 9
NOT RELEASED
1FI
NOTES:- JOINTS SHALL NOT BE POURED IN CONCRETE OR HAVE CONCRETE SPILLED ON THE BOLTS OR NUTS. THE FITTING SHALL BE
WRAPPED IN A LAYER OF POLYETHYLENE PLASTIC PRIOR TO POURING THE THRUST BLOCK. CONSTRUCTION
2. ROD AND EYE BOLT DIAMETER SHALL BE A MINIMUM OF 3/4" AND SHALL MATCH THE SIZE OF THE BOLT PROVIDED WITH THE FITTING. BOLT -0� TYPE SKID
3. CONTRACTOR SHALL REPLACE FITTING BOLTS WITH THREADED ROD FOR 1/2 OF THE BOLTS SUPPLIED WITH EACH FITTING. RODS SHALL W/ BITUTAASTIC PAINT
ESS STEEL
BE EQUALLY SPACED. OR STAU "�:�!L
TYPE
SIZE
11-1/4' BEND
22-1/2* BEND
45° BEND
2 -6
8
12
12
12
12
14
16
18
20
24
30
36
40
46
12
12
14
18
20
22
26
28
34
42
50
58
66
12
16
20
24
28
32
36
40
46
58
70
80
90
16
22
28
32
38
42
48
52
64
78
94
108
124
16
22
28
32
38
42
48
52
64
78
94
108
124
14
18
22
28
32
36
40
44
54
66
80
92
104
10
12
14
16
18
20
24
30
36
42
48
CARRIER PIPE TWEEP HOLES
BOLT -ON TYPE SKID AT BOTTOM
(MIN. 2 PER JOINT, CARRIER PIPE
SPACED EVENLY)
NOTE: FOR PRESSURE CARRIER PIPES, IF SUITABLE UNDISTURBED EARTH IS NOT AVAILABLE FOR THRUST BLOCKS DUE
TO EXCAVATION, CONTRACTOR SHALL ATTACH THREADED RODS AS SPECIFIED IN THRUST BLOCK DETAILS TO THE
ENCASEMENT AND ROD FITTINGS DIRECTLY TO'THE ENCASEMENT PIPE. ATTACHMENT OF THE RODS SHALL BE BY
WELDING DIRECTLY TO THE ENCASEMENT PIPE OR BY WELDING EYE BOLTS TO THE ENCASEMENT FOR ATTACHMENT OF oriE E, T
THREADED RODS WITH NUTS. MINIMUM OF THREE RODS REQUIRED PER FITTING.
-- — - -' -- — -- - Aok mm Aft A

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\- UNDISTURBED EARTH
ivU I ta:
1. EDGE TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE. GROOMED CLEAN OF DUST BEFORE TACK COATIS APPLIED.
2. EDGES TO BE TACKED WITH CRS -1 OR CRS -11-
3. THICKNESS OF CABC STONE, 1 -19.OB BINDER AND SF 9.5A SURFACE COURSE SHALL MATCH EXISTING CONDITIONS IF GREATER THAN SHOWN ON DETAILS.
4. CONTRACTOR RESPONSIBLE FOR REPLACEMENT OF ANY PAVEUENT MARKINGS DISTURBED OR COVERED BY OVERLAY.
5. CONTRACTOR SHALL PROVIDE CABC, EQUIPMENT AND LABOR AS NECESSARY TO DRESS UP ROAD SHOULDERS TO ACCOMMODATE NEW ASPHALT OVERLAY.
3� L F�S S"fD: "PROCTOR
DR
UNDIST RBED jj //
EARTH
2" MIN.
6" MIN.
\-- TACK EXISTING PAVEMENT
EDGE WITH CRS -1 OR CRS -11.
PATCH TO MATCH EXISTING
PAVEMENT
---6" LIFTS OF SUITABLE SOIL
OR CABC AT OPTIMUM
MOISTURE COMPACTED 95%
STANDARD PROCTOR
NOTE:
1. EDGE TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE. BROOMED
CLEAN OF DUST BEFORE TACK COAT IS APPLIED.
2. EDGES TO BE TACKED WITH EMULSIFIED ASPHALT TACK CRS -1 OR CRS -11.
ASPHALT DRIVE REPAIR
NOT TO SCALE
REVISION DATE - NOVEMBER 3, 2008
(
1' -0' SEE TRENCH DETAIL 1' -0
FOR WIDTH
TO MATCH EXISTING GRAVEL SURFACE
® EXISTING BASE COURSE EXISTING BASE COURSE
TYPICAL PAVEMENT REPAIRS"'
NOT TO SCALE
8" MIN.. CABC COMPACTED
TO 100% 8„
R OR / \ \ / \ \ / \ \ / \ \ / \ \� \ \�� \�� '
CONTRACTOR'S NOTES:
PAVEMENT REPAIR SHALL BE PERFORMED ACCORDING TO THE FOLLOWING PROCEDURE, PLUS ALL OTHER MILLING AND OVERLAY SHALL EXTEND FROM EDGE OF
REQUIREMENTS OF THIS DETAIL AND THE SPECIFICATIONS: PAVEMENT TO WITHIN 6" OF EXISTING CENTERLINE DRY/ \\
STRIPE. THE INTENT IS TO AVOID DISTURBING UNDISTURBED
1. BACKFILL TRENCH WITH SUITABLE EARTH AND COMPACT TO TRENCH SHELF AS SHOWN ON THE DETAIL. EXISTING CENTER LINE STRIPING AND REFLECTORS. EARTH � 6" LIFTS OF SUITABLE SOIL
2. PLACE CABC IN 2 COMPACTED LIFTS TO WITHIN 13" OF THE EXISTING PAVEMENT SURFACE. OR CABC AT OPTIMUM
3. PLACE 13" OF TYPE B 25.00 BASE COURSE IN 2 COMPACTED LIFTS, UP TO EXISTING PAVEMENT SURFACE. MOISTURE COMPACTED 95%
4. ALLOW SEVERAL DAYS FOR VEHICLE TRAFFIC TO FURTHER COMPACT THE REPAIR. STANDARD PROCTOR
5. MILL TOP 2- INCHES PER DETAIL.
6. PLACE 2" OF TYPE S 9.5C SURFACE COURSE AND COMPACT. 2" TYPE S 9.5C COMPACTED BITUMINOUS SURFACE COURSE
7. NOTE: UPPER 2 FEET OF BACKFILL UNDER ROADS TO BE COMPACTED TO 100%. ( PIPE
11" TYPE B25.00 BITUMINOUS BASE COURSE IN TWO COMPACTED LIFTS
C.A.B.C. IN TWO COMPACTED LIFTS TO WITHIN 13" OF SURFACE I
COMPACTED TO 100% COMPACTION - STANDARD
SAWCUT EXISTING PAVEMENT
ROAD GRAVEL DRIVE A
MILL EXISTING ASPHALT 2" DEPTH AND
TO E.O.P. OVERLAY 2" TYPE S 9.5C COMPACTED NOT TO SCALE
VARIES BITUMINOUS SURFACE COURSE REVISION DATE - NOVEMBER 3, 2008
MILL EXISTING ASPHALT 2" DEPTH AND
OVERLAY 2" TYPE S 9.5C COMPACTED ( EXISTING EXISTING I
BITUMINOUS SURFACE COURSE
/\1,/\1,/ \x,/17777,/\
LLj
' • /�� /jam /j� /j / \ \ / / \ \ / / \ \ /��`/ e
BITUMINOUS TACK COAT \� \\/ /jam //i
2' -0" PIPE 2' -0" 1' -0" x� \//
O.D.
\ COMPACTED EARTH 3' 12' 3 3
BACKFILL
\ S�OpE
-11" FT -1/4-/FT 1 4" FT - 1 %FT 21
\ /x
/" A /� �. /i, /ice,
UNDISTURBED EARTH 2" TYPE S 9.5C COMPACTED 6" CABC COMPACTED SUBGRADE
BITUMINOUS SURFACE COURSE
NOTE EDGE TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE. BROOMED CLEAN OF DUST BEFORE TACK COATIS APPLIED.
2. TYPE S 9.58 SURFACE COURSE IS AN ACCEPTABLE ALTERNATIVE TO TYPE S 9.5C.
3. EDGES TO BE TACKED WITH CRS -1 OR CRS -11- TYPICAL R - T I "LAD CRu'
4. THICKNESS OF CABC STONE, B 25.00 BASE COURSE AND 5 9.5C (OR S 9.5B) SURFACE COURSE SHALL MATCH EXISTING CONDITIONS
IF GREATER THAN SHOWN ON DETAILS. NOT TO SCALE
5. CONTRACTOR RESPONSIBLE FOR REPLACEMENT OF ANY PAVEMENT MARKINGS DISTURBED OR COVERED BY OVERLAY. REVISION DATE - NOVEMBER 3, 2008
TYPICAL PAVEMENT REPAIRS W/ II -
NOT TO SCALE
MODIFIED FOR THIS PROJECT
NOTE:
1. ALL STRIPING IS THERMO PLASTIC, PER
N.C.D.O.T. STANDARD 1087(C).
2. PAVEMENT MARKINGS SHALL CONFORM
TO N.C.D.O.T. DIVISION OF HIGHWAYS
STANDARD DRAWINGS:
- 1205.01, SHEET 1 OF 2
- 1205.04, SHEET 1 OF 2
- 1205.05, SHEET 1 OF 1
1205.06, SHEET 2 OF 2
- 1205.07, SHEET 1 OF 1
- 1205.08, SHEET 1 OF 7
GENERAL NOTE ( TIP'I
REVISION DATE - NOVEMBER 3, 2008
•
PAVEMENT PATCHING AND RESURFACING
- COMPLETION OF TRENCHING
PATCH WITHIN 2 DAYS SMALL
;PAVEMENT OR CABC
PATC . HING IS COMPLETE, IF APPROVED BY THE ENGINEER.
B ® I L
1/2 ". EXPANSION JOINT -�
r-007-1 /7" EXPANSION r4 T'+ w
to
A
2" ASPHALT SURFACE
COURSE (TYPE SF 9.5A)
6" TYPE 119.OB BITUMINOUS BINDER COURSE
IN TWO 3" COMPACTED LIFTS
MATCH EXISTING
PAVEMENT
6" C.A.B.C.
IN TWO 3" COMPACTED
LIFTS
COMPACTED TO 100% COMPACTION -
STANDARD
1 EXISTING
EXISTING
o v
BITUMINOUS
TACK COAT \�� \/ i' -0"
1' -0"
PIPE 1' -0"
MAX.
O.D. MAX.
�\
COMPACTED EARTH
BACKFILL
NOTE: UPPER TWO FEET OF
ROADS TO
j�
BACKFILL UNDER
BE COMPACTED TO 100 %
\- UNDISTURBED EARTH
ivU I ta:
1. EDGE TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE. GROOMED CLEAN OF DUST BEFORE TACK COATIS APPLIED.
2. EDGES TO BE TACKED WITH CRS -1 OR CRS -11-
3. THICKNESS OF CABC STONE, 1 -19.OB BINDER AND SF 9.5A SURFACE COURSE SHALL MATCH EXISTING CONDITIONS IF GREATER THAN SHOWN ON DETAILS.
4. CONTRACTOR RESPONSIBLE FOR REPLACEMENT OF ANY PAVEUENT MARKINGS DISTURBED OR COVERED BY OVERLAY.
5. CONTRACTOR SHALL PROVIDE CABC, EQUIPMENT AND LABOR AS NECESSARY TO DRESS UP ROAD SHOULDERS TO ACCOMMODATE NEW ASPHALT OVERLAY.
3� L F�S S"fD: "PROCTOR
DR
UNDIST RBED jj //
EARTH
2" MIN.
6" MIN.
\-- TACK EXISTING PAVEMENT
EDGE WITH CRS -1 OR CRS -11.
PATCH TO MATCH EXISTING
PAVEMENT
---6" LIFTS OF SUITABLE SOIL
OR CABC AT OPTIMUM
MOISTURE COMPACTED 95%
STANDARD PROCTOR
NOTE:
1. EDGE TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE. BROOMED
CLEAN OF DUST BEFORE TACK COAT IS APPLIED.
2. EDGES TO BE TACKED WITH EMULSIFIED ASPHALT TACK CRS -1 OR CRS -11.
ASPHALT DRIVE REPAIR
NOT TO SCALE
REVISION DATE - NOVEMBER 3, 2008
(
1' -0' SEE TRENCH DETAIL 1' -0
FOR WIDTH
TO MATCH EXISTING GRAVEL SURFACE
® EXISTING BASE COURSE EXISTING BASE COURSE
TYPICAL PAVEMENT REPAIRS"'
NOT TO SCALE
8" MIN.. CABC COMPACTED
TO 100% 8„
R OR / \ \ / \ \ / \ \ / \ \ / \ \� \ \�� \�� '
CONTRACTOR'S NOTES:
PAVEMENT REPAIR SHALL BE PERFORMED ACCORDING TO THE FOLLOWING PROCEDURE, PLUS ALL OTHER MILLING AND OVERLAY SHALL EXTEND FROM EDGE OF
REQUIREMENTS OF THIS DETAIL AND THE SPECIFICATIONS: PAVEMENT TO WITHIN 6" OF EXISTING CENTERLINE DRY/ \\
STRIPE. THE INTENT IS TO AVOID DISTURBING UNDISTURBED
1. BACKFILL TRENCH WITH SUITABLE EARTH AND COMPACT TO TRENCH SHELF AS SHOWN ON THE DETAIL. EXISTING CENTER LINE STRIPING AND REFLECTORS. EARTH � 6" LIFTS OF SUITABLE SOIL
2. PLACE CABC IN 2 COMPACTED LIFTS TO WITHIN 13" OF THE EXISTING PAVEMENT SURFACE. OR CABC AT OPTIMUM
3. PLACE 13" OF TYPE B 25.00 BASE COURSE IN 2 COMPACTED LIFTS, UP TO EXISTING PAVEMENT SURFACE. MOISTURE COMPACTED 95%
4. ALLOW SEVERAL DAYS FOR VEHICLE TRAFFIC TO FURTHER COMPACT THE REPAIR. STANDARD PROCTOR
5. MILL TOP 2- INCHES PER DETAIL.
6. PLACE 2" OF TYPE S 9.5C SURFACE COURSE AND COMPACT. 2" TYPE S 9.5C COMPACTED BITUMINOUS SURFACE COURSE
7. NOTE: UPPER 2 FEET OF BACKFILL UNDER ROADS TO BE COMPACTED TO 100%. ( PIPE
11" TYPE B25.00 BITUMINOUS BASE COURSE IN TWO COMPACTED LIFTS
C.A.B.C. IN TWO COMPACTED LIFTS TO WITHIN 13" OF SURFACE I
COMPACTED TO 100% COMPACTION - STANDARD
SAWCUT EXISTING PAVEMENT
ROAD GRAVEL DRIVE A
MILL EXISTING ASPHALT 2" DEPTH AND
TO E.O.P. OVERLAY 2" TYPE S 9.5C COMPACTED NOT TO SCALE
VARIES BITUMINOUS SURFACE COURSE REVISION DATE - NOVEMBER 3, 2008
MILL EXISTING ASPHALT 2" DEPTH AND
OVERLAY 2" TYPE S 9.5C COMPACTED ( EXISTING EXISTING I
BITUMINOUS SURFACE COURSE
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LLj
' • /�� /jam /j� /j / \ \ / / \ \ / / \ \ /��`/ e
BITUMINOUS TACK COAT \� \\/ /jam //i
2' -0" PIPE 2' -0" 1' -0" x� \//
O.D.
\ COMPACTED EARTH 3' 12' 3 3
BACKFILL
\ S�OpE
-11" FT -1/4-/FT 1 4" FT - 1 %FT 21
\ /x
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UNDISTURBED EARTH 2" TYPE S 9.5C COMPACTED 6" CABC COMPACTED SUBGRADE
BITUMINOUS SURFACE COURSE
NOTE EDGE TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE. BROOMED CLEAN OF DUST BEFORE TACK COATIS APPLIED.
2. TYPE S 9.58 SURFACE COURSE IS AN ACCEPTABLE ALTERNATIVE TO TYPE S 9.5C.
3. EDGES TO BE TACKED WITH CRS -1 OR CRS -11- TYPICAL R - T I "LAD CRu'
4. THICKNESS OF CABC STONE, B 25.00 BASE COURSE AND 5 9.5C (OR S 9.5B) SURFACE COURSE SHALL MATCH EXISTING CONDITIONS
IF GREATER THAN SHOWN ON DETAILS. NOT TO SCALE
5. CONTRACTOR RESPONSIBLE FOR REPLACEMENT OF ANY PAVEMENT MARKINGS DISTURBED OR COVERED BY OVERLAY. REVISION DATE - NOVEMBER 3, 2008
TYPICAL PAVEMENT REPAIRS W/ II -
NOT TO SCALE
MODIFIED FOR THIS PROJECT
NOTE:
1. ALL STRIPING IS THERMO PLASTIC, PER
N.C.D.O.T. STANDARD 1087(C).
2. PAVEMENT MARKINGS SHALL CONFORM
TO N.C.D.O.T. DIVISION OF HIGHWAYS
STANDARD DRAWINGS:
- 1205.01, SHEET 1 OF 2
- 1205.04, SHEET 1 OF 2
- 1205.05, SHEET 1 OF 1
1205.06, SHEET 2 OF 2
- 1205.07, SHEET 1 OF 1
- 1205.08, SHEET 1 OF 7
GENERAL NOTE ( TIP'I
REVISION DATE - NOVEMBER 3, 2008
•
PAVEMENT PATCHING AND RESURFACING
- COMPLETION OF TRENCHING
PATCH WITHIN 2 DAYS SMALL
;PAVEMENT OR CABC
PATC . HING IS COMPLETE, IF APPROVED BY THE ENGINEER.
B ® I L
1/2 ". EXPANSION JOINT -�
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NOTE:
MIN. 3000 PSI CONCRETE
REQUIRED THROUGHOUT.
6" CONCRETE TOP WITH
GRATE AND FRAME CAST IN
UNLESS NOTED OTHERWISE GRATE
AND FRAME FOR THIS TOP TO BE
24 "x24" ( "NEENAH R3339A') OR
( "U.S." FOUNDRY 4190 - 62599) OR
APPROVED EQUAL; VERIFY TRAFFIC
LOAD REQUIREMENTS ON ALL GRATE
AND FRAME ASSEMBLIES
I
I
K
CONCRETE CATCH BASIN
�EXENSION RISER; LENGTH AND
WIDTH TO MATCH BASIN, HEIGHT
VARIES WITH PROPOSED GRADE
(SEE CATCH BASIN SCHEDULE)
PRE —CAST CONCRETE CATCH BASIN;
LENGTH, WIDTH AND HEIGHT VARIES
BY MANUFACTURER AND APPLICATION;
SEE CATCH BASIN SCHEDULE AND
VERIFY WITH SUPPLIER
5 " -8" WALL THICKNESS
WITH KNOCKOUT PANEL
\—NO PORTION OF STRUCTURE SHALL BE
REMOVED, DAMAGED OR OTHERWISE
ALTERED EXCEPT THOSE AREAS
DESIGNATED AS KNOCKOUT PANELS
WAR!"NHINU
SWIMMING, BOATING AND
OTHER RECREATIONAL
ACTIVITIES PROHIBITED
WITHIN 150 FEET OF DAM
STRUCTURE AND WATER
INTAKE BUOY IN
ACCORDANCE WITH
HIGHLANDS TOWN
ORDINANCE. VIOLATION
MAY RESULT IN LOSS OF
LIFE OR DAMAGE TO
PERSONAL PROPERTY.
18 "x12" ALUMINUM SIGN
I( POWDER 2 GAUGES EEL POST
GRADE
OZ
lu
IL J �_
12 " -O x 36" DEEP
CONCRETE ENCASEMENT
GENERAL NOES:
1, MINIMUM ALUMINUM THICKNESS IS 0.063"
2. LETTERING SHALL BE BLACK. SIGN BACKGROUND SHALL BE WHITE.
3. SIGN PAINTING AND FINISH SHALL BE SUITABLE FOR OUTDOOR USE
WARNING SIGN
NOT TO SCALE
INLET
(3) No. 4 REBAR 6" VARIES 6"
KNOCKOUT PANEL q �. 6"
(TYP. EACH SIDE) "��*__ == _= _�_'-�_ == k == =O
�, 1I
M
I� W bf
B -- l o B
INLET - -�— , — — — •,� °®
VARIES
n
V --
ti
CONCRETE INVERT INSTALLED Mi,
AT A CONSTANT SLOPE. 6"
FROM INLET TO OUTLET
I � I
OUTLET
SECTION A (PLAN)
CATCH BASIN TOP
JI
1 't BASIN RISER
HEIGHT VARIES
4 M I a (2) No. 4 REBAR
KNOCKOUT PANEL '0<_
(TYP. EACH SIDE) �i 41
A A
CATCH BASIN HEIGHT
+i APPROVED STE-''S REQUIRED VARIES BY PIPE SIZE
PIPE TO BE FLUSH WITH Ii FOR STRUCTURE'S OVER AND MANUFACTURER
INSIDE WALL OF BASIN INLET ; I �{ 3' -6" IN DEPTH', 12" Q.C.
AND GROUTED SMOOTH 7r
No. 4 REBAR @ 6" O.C.
lt.. EACH DIRECTION?
PROPOSED PIPE
INVERT = BOTTOM OF 300 PSI CONCRETE TO FORM INVERT,
PIPE AT FLOW LINE PROVIDE CONSTANT SLOPE FROM ALL
INLETS TO OUTLET, 12" OF #57 STONE
SECTION B MAY BE REQUIRED
FOR POOR SOIL AND /OR WET CONDITIONS;
CONTRACTOR MUST VERIFY WITH ENGINEER
BEFORE PLACING BOX
1
2" BAND WIDTH .
RESTRICTED AREA SYMBOL
36" EXPOSURE
WITH 5 LBS.
ANCHOR TACKLE.
61" 1
1 " -3" SILVER REFLECTIVE BAND
3" INTERNATIONAL ORANGE REFLECTIVE BAND
3" BLACK LETTERS (2 SIDES)
INTERNATIONAL ORANGE RESTRICTED
AREA SYMBOL (2 SIDES)
3" INTERNATIONAL ORANGE REFLECTIVE BAND
1RETHANE FOAM
CONCRETE BALLAST
J
Y2" -0 GALVANIZED ROD WITH
1" I.D. :STEEL MOORING EYE
GENERAL NOES:
1. BUOYS SHALL BE WHITE AND A MINIMUM OF 12" DIAME a E_R.
2. BUOYS SHALL BE MADE OF IONOMER FOAM (OR EQUIVALENT), FILLED WITH
POLYURETHANE FOAM (OR EQUIVALENT) AND SHALL HAVE SUFFICIENT BALLAST TO
MAINTAIN PROPER STABILITY AND EXPOSURE ABOVE THE SURFACE OF THE WATER.
3. CONTRACTOR SHALL PROVIDE MARINE GRADE ROPE OF ADEQUATE LENGTH.
4. CONTRACTOR SHALL PROVIDE REMOVABLE CONCRETE ANCHORAGE OF SUFFICIENT WEIGHT.
M•
NOT TO SCALE
22"
8" FELT EXPANSION JOINT (TYP) ►�
rT
DITCH
SLOPE( %)
b
d
X
PROPOSED DITCH LINING
"z o T
O Q w w z0 J Q 0
o o o u- , N
1
24.0
2
1
1
D50 = 6 (CLASS A RIP RAP)
r
2
12.5
2
1
1
D50 _ 6 (CLASS A RIP RAP)