20110089 Ver 5_SW Site Plans_20180524

CONSTRUCTION DRAWING PACKAGE
104 1 AIRLIE PARKWAY
LINCOLN COUNTY, NORTH CAROLINA
CONSUS GROUP,, LLC
PORTN OF
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TITLE L16 /
VICINITY
MAP SCALE: 1" = 2,500'
OWNER/DEVELOPER:
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OAK ENGINEERING, PLLC
TAX PARCEL NUMBERS:
T
—a1227
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JURISDICTION:
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WATER SUPPLY WATERSHED:
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RECEIVING WATERS:
UNNAMED TRIBUTARY OF FORNEY CREEK
RIVER BASIN:
CATAWBA
FEMA INFORMATION:
MAP NO. 3710460300J
C4.3
MAP DATE: 8/16/2007
I
FLOOD ZONE: OUT
LOT SIZE:
20.35 ACRES
CONSTRUCTION DATES:
6/11/18 - 3/1/19
DENUDED AREA:
15.3 ACRES (PERMITTED SEPARATELY - LINCO-2018-007)
C6.2
UTILITY DETAILS
MG4.0
5/21/18
6/20/18
2
5/21/18
6/20/18
2
—_OPTIMIST CLUB RD.
—
STORM DRAINAGE DETAILS
y
6/20/18
i
i n
6/20/18
5/16/18
5/21/18
6/20/18
5/11/18
5/16/18
704.483.1900
[e-mail]
✓
MUNICIPALITY
CONTACTS
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PROJECT SITE
PARCEL ID #4603220475
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PROJECT SUMMARY
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PROJECT NAME:
CONSUS GROUP, LLC
OWNER/DEVELOPER:
CONSUS GROUP, LLC
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OAK ENGINEERING, PLLC
TAX PARCEL NUMBERS:
4603220475
^o
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JURISDICTION:
LINCOLN COUNTY
WATER SUPPLY WATERSHED:
N/A (OUT)
RECEIVING WATERS:
UNNAMED TRIBUTARY OF FORNEY CREEK
RIVER BASIN:
CATAWBA
FEMA INFORMATION:
MAP NO. 3710460300J
C4.3
MAP DATE: 8/16/2007
C4.4
FLOOD ZONE: OUT
LOT SIZE:
20.35 ACRES
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PROJECT NAME:
CONSUS GROUP, LLC
OWNER/DEVELOPER:
CONSUS GROUP, LLC
PLANS PREPARED BY:
OAK ENGINEERING, PLLC
TAX PARCEL NUMBERS:
4603220475
ZONING:
I -G
JURISDICTION:
LINCOLN COUNTY
WATER SUPPLY WATERSHED:
N/A (OUT)
RECEIVING WATERS:
UNNAMED TRIBUTARY OF FORNEY CREEK
RIVER BASIN:
CATAWBA
FEMA INFORMATION:
MAP NO. 3710460300J
C4.3
MAP DATE: 8/16/2007
C4.4
FLOOD ZONE: OUT
LOT SIZE:
20.35 ACRES
CONSTRUCTION DATES:
6/11/18 - 3/1/19
DENUDED AREA:
15.3 ACRES (PERMITTED SEPARATELY - LINCO-2018-007)
DRAWING INDEX
SHEET
SHEET TITLE
C1.0
COVER SHEET
C1.1
PROJECT NOTES
C2.0
EXISTING CONDITIONS (BY OTHERS)
C3.0
SITE PLAN
C3.1
UTILITY PLAN
C3.2
SANITARY SEWER PLAN & PROFILE
C4.0
OVERALL GRADING PLAN
C4.1
STORM DRAINAGE PLAN
C4.2
STORM DRAINAGE PROFILES
C4.3
STORMWATER MANAGEMENT (SOUTH)
C4.4
STORMWATER MANAGEMENT (NORTH)
C5.0
LANDSCAPE PLAN
C6.0
SITE DETAILS
C6.1
STORM DRAINAGE DETAILS
C6.2
UTILITY DETAILS
ORIGINAL
LATEST
LATEST
DATE
ISSUE
REV
5/21/18
6/20/18
2
5/21/18
6/20/18
REV.
5/21/18
6/20/18
5/11/18
5/21/18
6/20/18
1
5/21/18
6/20/18
1
5/21/18
6/20/18
5/16/18
5/21/18
6/20/18
2
5/21/18
6/20/18
PHASE 1 SEDIMENT BASINS
5/21/18
6/20/18
MG4.0
5/21/18
6/20/18
2
5/21/18
6/20/18
2
5/21/18
6/20/18
STORM DRAINAGE DETAILS
5/21/18
6/20/18
MG6.1
5/21/18
6/20/18
5/16/18
5/21/18
6/20/18
5/11/18
(MASS GRADING PLANS PERMITTED SEPARATELY)
PROJECT CONTACTS
OWNER
ENGINEER
ORIGINAL
LATEST
SHEET
SHEET TITLE
CONSUS GROUP, LLC
OAK ENGINEERING, PLLC
MERRIMAN-SCHMITT ARCHITECTS, INC
6146 DENVER INDUSTRIAL PARK RD.
DATE
REV.
MG1.0
COVER SHEET
5/11/18
5/16/18
MG1.1
PROJECT NOTES
5/11/18
5/16/18
MG2.0
EXISTING CONDITIONS (BY OTHERS)
5/11/18
5/16/18
MG3.0
PHASE 1 SEDIMENT & EROSION CONTROL PLAN
5/11/18
5/16/18
MG3.1
PHASE 1 SEDIMENT BASINS
5/11/18
5/16/18
MG4.0
PHASE 2 SEDIMENT & EROSION CONTROL PLAN
5/11/18
5/16/18
MG5.0
STORM DRAINAGE PLAN & PROFILE
5/11/18
5/16/18
MG6.0
STORM DRAINAGE DETAILS
5/11/18
5/16/18
MG6.1
EROSION CONTROL DETAILS
5/11/18
5/16/18
MG6.2
EROSION CONTROL DETAILS
5/11/18
5/16/18
PROJECT CONTACTS
OWNER
ENGINEER
ARCHITECT
RYAN YOUNG
LUKE BUGENSKE, PE
CRAIG FLEMING
CONSUS GROUP, LLC
OAK ENGINEERING, PLLC
MERRIMAN-SCHMITT ARCHITECTS, INC
6146 DENVER INDUSTRIAL PARK RD.
828 EAST BOULEVARD
610 E. MOOREHEAD ST., SUITE 200
DENVER, NC 28037
CHARLOTTE, NC 28203
[e-mail]
704.483.1900
803.312.5074
704.663.1699
[e-mail]
[e-mail]
[e-mail]
CONTRACTOR
SURVEYOR (TOPO)
SURVEYOR (BOUNDARY)
TRAVIS HOGUE
KENT HUDSON, PLS
KENT HUDSON, PLS
MYERS & CHAPMAN, INC.
CES GROUP ENGINEERS, LLP
CES GROUP ENGINEERS, LLP
1 101 WOODRIDGE CENTER DR, STE 160
274 S. NC -16 BUSINESS
274 S. NC -16 BUSINESS
CHARLOTTE, NC 28217
DENVER, NC 28037
DENVER, NC 28037
704.529.6661
704.489.1500
704.489.1500
[e-mail]
[e-mail]
[e-mail]
PROPERTY OWNER
CONSUS GROUP, LLC
6146 DENVER INDUSTRIAL PARK RD.
DENVER, NC 28037
704.483.1900
[e-mail]
MUNICIPALITY
CONTACTS
PLANNING
STORMWATER
EROSION CONTROL
JORDAN TUBBS
CHONTICHA McDANIEL
TAMERA EPLIN
LINCOLN COUNTY
NCDEQ
NCDEQ
302 NORTH ACADEMY ST.
1617 MAIL SERVICE CENTER
610 E CENTER AVE, STE 301
LINCOLNTON, NC 28092
RALEIGH, NC 27699
MOORESVILLE, NC 28115
704.736.8420
919.807.6379
704.663.1699
[e-mail]
[e-mail]
[e-mail]
TRANSPORTATION
UTILITIES
FIRE MARSHAL
KRISTAL FORD
CHRIS HENDERSON
RODNEY EMMETT
TRANSPORTATION LINCOLN COUNTY
LINCOLN COUNTY PUBLIC WORKS
LINCOLN COUNTY FIRE MARSHAL
435 SALEM CHURCH ROAD
115 W. MAIN ST.
115 W. MAIN ST.
LINCOLNTON, NC 28092
LINCOLNTON, NC 28092
LINCOLNTON, NC 28092
704.736.9626
704.736.8500
704.736.8516
[e-mail]
[e-mail]
[e-mail]
DRAWING INFORMATION
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UTILITY NOTES
1. DIMENSIONS TO, OR COORDINATES OF MANHOLES, VALVES, PIPELINES, ETC., ARE TO
CENTERLINE UNLESS OTHERWISE NOTED.
2. THE CONTRACTOR SHALL OBTAIN & PAY FOR, PRIOR TO THE BEGINNING OF ANY WORK,
ALL PERMITS & LICENSES NECESSARY TO ACCOMPLISH WORK. PERMITS CAN INCLUDE,
BUT ARE NOT LIMITED TO LINCOLN COUNTY ENCROACHMENT PERMIT, GRADING PERMIT,
&/OR UTILITY COMPANY'S PERMIT FOR THE WORK TO BE PERFORMED ON THEIR
RESPECTIVE FACILITIES.
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF
WITH THE THE JOB SITE & LOCATION OF ALL EXISTING FACILITIES & UNDERGROUND
UTILITIES SHOWN OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR WILL BE
UNILATERALLY RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES OR
UNDERGROUND UTILITIES THAT ARE SHOWN OR NOT SHOWN ON THESE PLANS; & IF
DAMAGED, THEY SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE
OWNER AT NO COST TO THE OWNER.
4. THE CONTRACTOR SHALL RE -SET ALL MANHOLE COVERS, CATCH BASIN GRATES & ANY
OTHER UTILITY ACCESS COVERS TO FINISHED PAVEMENT SURFACE OR SIDEWALK GRADE.
THE CONTRACTOR SHALL PROTECT UNDERGROUND UTILITIES & THEIR APPURTENANCES
TO REMAIN ON SITE FROM DAMAGE DURING CONSTRUCTION OPERATIONS.
5. SEWER CLEAN -OUTS TO BE PROVIDED AT ALL BENDS ON 6"O OR LESS LINES.
CLEAN -OUTS SHALL BE PROVIDED EVERY 75' ON 4" fid LINES AND EVERY 1 00'ON 6"O
LINES. SEWER LATERALS TO BE PLACED AT A MINIMUM SLOPE OF 1/4" PER FOOT ON 4"O
LINES AND 1/8" PER FOOT ON 6"O LINES.
6. WHEN WATER MAIN IS ABOVE SEWER, BUT WITH LESS THAN 18" CLEARANCE, OR WHEN
THE SEWER IS ABOVE THE WATER MAIN, BOTH WATER MAIN & SEWER LINE SHALL BE
CONSTRUCTED OF FERROUS MATERIALS WITH JOINTS EQUIVALENT TO WATER MAIN
STANDARDS FOR A MINIMUM LATERAL DISTANCE, MEASURED AT RIGHT ANGLES TO THE
SEWER, OF 10' ON EACH SIDE OF THE CROSSING WITH FULL SECTIONS CENTERED AT THE
POINT OF CROSSING.
7. UPON COMPLETION OF CONSTRUCTION & BEFORE ACTIVATION OF SEWER LINES &
WATER MAINS, THE CONTRACTOR SHALL PROVIDE AS -BUILT SURVEY INFORMATION TO
THE ENGINEER.
8. ALL STANDARD NCDENR/COUNTY UTILITY SEPARATIONS MUST BE PROVIDED FOR WATER
AND SEWER MAINS.
9. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS,
FIRE DEPT. CONNECTION POINTS, OR OTHER WATER -USING APPURTENANCES
CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER AND ITS REQUIRED
BACKFLOW PREVENTER.
10. CONSTRUCT UTILITIES IN ACCORDANCE WITH THE REQUIREMENTS OF THE LINCOLN
COUNTY & THE STATE OF NORTH CAROLINA. COMPLY WITH ALL APPLICABLE HEALTH &
SAFETY REQUIREMENTS.
14. VERIFY EXISTING UTILITY LOCATIONS & OTHER EXISTING FEATURES PRIOR TO
CONSTRUCTION. REPORT ANY INCONSISTENCIES TO OWNER PRIOR TO BEGINNING
WORK.
15. CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY TO RELOCATE ANY
EXISTING UTILITY POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE
IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED, AND SHALL
BE INCLUDED IN THE CONTRACTOR'S BID.
16. ALL ON-SITE PRIVATE WATER AND SEWER LINES TO BE MAINTAINED BY OWNER.
LCPW STANDARD NOTES
A. ALL WORK SHALL CONFORM TO LATEST REVISION OF THE LCPW OPERATIONAL MANUAL
WHICH IS ON FILE AT THE DIVISION OF LINCOLN COUNTY PUBLIC WORKS OFFICE (1 15 W
MAIN STREET, LINCOLNTON, NORTH CAROLINA 28092).
B. ANY QUANTITIES SHOWN ON PLANS ARE NOT VERIFIED BY LCPW.
C. AT THE SITE KEEP AND MAINTAIN ONE RECORD COPY OF ALL CONTRACT DOCUMENTS
REFERENCE DOCUMENTS AND ALL TECHNICAL DOCUMENTS SUBMITTED IN GOOD ORDER. AS
THE WORK PROGRESSES THE ENGINEER OR HIS DESIGNATED REPRESENTATIVE SHALL
RECORD ON ONE SET OF REPRODUCIBLE DRAWINGS ALL CHANGES AND DEVIATIONS FROM
THE ORIGINAL PLANS. HE SHALL RECORD THE EXACT LOCATION OF ALL CHANGES IN
VERTICAL AND HORIZONTAL ALIGNMENT BY OFFSETS AND TIES AT EACH; SEWER, WATER,
ELECTRIC, GAS, COMMUNICATION AND OTHER SERVICES BY OFF -SET DISTANCE TO
PERMANENT IMPROVEMENTS SUCH AS BUILDING AND CURBS. THESE RECORD DRAWINGS
MUST BE CERTIFIED BY THE NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER WHO
PREPARED THE PLANS AND SIGNS AND SEALS THESE PLANS. THE RECORD DRAWINGS SHALL
INCLUDE VERTICAL AND HORIZONTAL ALIGNMENT OF ALL WATER, SEWER, AND EFFLUENT
REUSE LINES, VALVES, TEES, BENDS, REDUCERS, HYDRANTS, PUMP STATIONS, SERVICE
CONNECTIONS, METER BOXES AND/OR PADS, AND OTHER PERTINENT STRUCTURES. PIPELINE
RUNS IN EXCESS OF 500 FEET, WITHOUT FITTINGS SHALL INCLUDE VERTICAL ALIGNMENT
INFORMATION AT 500 FOOT INTERVALS. SAID ALIGNMENT SHALL BE TIED TO PERMANENT
IMPROVEMENTS, SUCH AS ROADWAY AND/OR RAILROAD CENTERLINES AND
RIGHTS-OF-WAY, BUILDING AND PROPERTY CORNERS, AND SHALL BE CERTIFIED BY A
PROFESSIONAL LAND SURVEYOR, LICENSED IN THE STATE OF NORTH CAROLINA. THE
PROFESSIONAL LAND SURVEYOR CAN COORDINATE WITH THE CONTRACTOR TO INSTALL
THE NECESSARY APPURTENANCES ON BURIED UTILITIES TO FACILITATE THE SURVEY AFTER
CONSTRUCTION IS COMPLETED. IN ADDITION, PARCEL ID NUMBERS AND STREET NAMES
SHALL BE SHOWN ON THE PLAN. ON A CASE BY CASE BASIS, LINCOLN COUNTY PUBLIC
WORKS MAY WAIVE THE REQUIREMENT FOR CERTIFICATION BY A PROFESSIONAL LAND
SURVEYOR, LICENSED IN THE STATE OF NORTH CAROLINA. HOWEVER, PRIOR CONSENT
MUST FIRST BE OBTAINED FROM LINCOLN COUNTY PUBLIC WORKS. THE COUNTY SHALL
WITHHOLD FINAL ACCEPTANCE OF THE PROJECT UNTIL THE REQUIREMENT FOR RECORD
DRAWINGS AND RELATED RECORDS HAS BEEN MET. RECORD DRAWINGS WITHOUT
DETAILED FIELD VERIFIED HORIZONTAL AND VERTICAL LOCATIONS OF ALL FACILITIES SHOWN
WILL BE REJECTED.
D. A PRE -CONSTRUCTION MEETING IS REQUIRED BEFORE WORK MAY BEGIN. LINCOLN
COUNTY PUBLIC WORKS SHALL BE NOTIFIED 48 HOURS PRIOR TO PROJECT MOBILIZATION.
E. ALL WORK AND MATERIALS, WHICH DO NOT CONFORM TO LCPW SPECIFICATIONS, ARE
SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE.
F. ANY WORK PERFORMED WITHOUT THE KNOWLEDGE OF LCPW IS SUBJECT TO
RE -EXCAVATION, REMOVAL AND REPLACEMENT OF SAME TO BE DONE AT THE
CONTRACTOR'S EXPENSE.
G. THE CONTRACTOR SHALL PROVIDE SUFFICIENT PERSONNEL AND EQUIPMENT ON THE JOB AT
ALL TIMES DURING CONSTRUCTION TO SATISFY THE SPECIFICATIONS AND TO COMPLETE
WORK.
H. LCPW INSPECTION STAFF MAY OBSERVE PROJECT CONSTRUCTION.
I. THE CONTRACTOR IS TO UNCOVER ALL EXISTING LINES BEING TIED INTO AND VERIFY
GRADES BEFORE BEGINNING CONSTRUCTION.
J. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND TAKE ALL POSSIBLE PRECAUTIONS
TO AVOID ANY DAMAGE TO ALL UNDERGROUND PIPELINES, TELEPHONE, CABLE TV, ELECTRIC
LINES/CONDUITS AND STRUCTURES IN ADVANCE OF ANY CONSTRUCTION. LCPW WILL NOT
GUARANTEE ANY LOCATIONS AS SHOWN ON THESE PLANS OR THOSE OMITTED FROM
THESE PLANS. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES
WHICH MAY OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PROTECT EXISTING UTILITIES
AND STRUCTURES.
K. CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN ON THE PLANS. IF ANY
DISCREPANCIES IN QUANTITIES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE PROJECT
ENGINEER AND LCPW.
L. ALL REGULATORY AND PERMITTING AGENCIES' REQUIREMENTS SHALL BE COMPLIED WITH.
M. APPROPRIATE TURBIDITY CONTROL DEVICES (E.G. SILT FENCES, HAY BAILS) WILL BE UTILIZED
DURING ALL PHASES OF INSTALLATION AND GRADING. CONTRACTOR IS RESPONSIBLE FOR
CONTACTING LINCOLN COUNTY SOIL AND CONSERVATION DEPARTMENT TO DETERMINE
THE REQUIREMENTS FOR PERMITTING, DEVELOPING AND MAINTAINING AN EFFECTIVE
STORM WATER POLLUTION PREVENTION PLAN.
N. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND
OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE
TIME OF PREPARATION OF THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY
CORRECT. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND BE FULLY
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE
TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES, STRUCTURES, AND
OTHER FEATURES AFFECTING HIS WORK. ANYTHING NOT SHOWN ON THESE DRAWINGS
SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND SHALL NOT CONSTITUTE
AN EXTRA, UNLESS APPROVED BY THE ENGINEER.
O. THE CONTRACTOR SHALL CONTACT THE ENGINEER AND LCPW IMMEDIATELY CONCERNING
ANY CONFLICTS WITH LCPW UTILITIES/STRUCTURES ARISING DURING CONSTRUCTION OF
ANY FACILITIES SHOWN ON THESE DRAWINGS.
P. TRAFFIC MUST BE MAINTAINED AT ALL TIMES AS PER NORTH CAROLINA COUNTY
DEPARTMENT OF TRANSPORTATION (NCDOT).
Q. THE CONTRACTOR SHALL NOTIFY UTILITIES UTILIZING THE 811 SERVICE PRIOR TO STARTING
CONSTRUCTION.
R. THE CONTRACTOR SHALL REPLACE ALL PAVEMENT, CURBS, DRIVEWAYS, SIDEWALKS, FENCES,
ETC., WITH THE SAME TYPE OF MATERIAL THAT WAS REMOVED DURING CONSTRUCTION OR
AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL RESTORE ALL AREAS AFFECTED BY
THE CONSTRUCTION TO ITS ORIGINAL CONDITION, OR BETTER.
S. WITHIN THE NCDOT RIGHT-OF-WAY, ALL DISTURBED AREAS SHALL RECEIVE GRASSING
(SEEDING) OR SODDING MATERIALS IN ACCORDANCE WITH NCDOT SPECIFICATIONS.
T. THE INFORMATION PROVIDED IN THESE PLANS IS SOLELY TO ASSIST THE CONTRACTOR IN
ASSESSING THE NATURE AND EXTENT OF CONDITIONS WHICH MAY BE ENCOUNTERED
DURING THE COURSE OF WORK. ALL CONTRACTORS ARE DIRECTED, PRIOR TO BIDDING, TO
CONDUCT WHATEVER INVESTIGATIONS THEY MAY DEEM NECESSARY TO ARRIVE AT THEIR
OWN CONCLUSION REGARDING THE ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED,
AND UPON WHICH THEIR BIDS WILL BE BASED.
U. ALL FRAMES, COVERS VALVE BOXES, METER BOXES AND MANHOLES SHALL BE ADJUSTED TO
FINISHED GRADE UPON COMPLETION OF PAVING OR RELATED CONSTRUCTION.
TREE PLANTING NOTES
1. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM
ROOT BALL PRIOR TO BACKFILLING PLANTING PIT. REMOVE TOP 1/3 OF THE BURLAP FROM
ROOT BALL.
2. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE, AND
CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 24" NEW TOPSOIL -OR-
UNCOMPACT AND AMEND TOP 24" OF EXISTING SOIL TO MEET TOPSOIL/PLANTING MIX
STANDARDS FOR TREES.
3. MINIMUM TREE SIZE AT PLANTING IS 2 -INCH CALIPER (FOR SINGLE STEM TREES). ALL
MULTI -STEM PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 8 FEET
TALL.
A. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES.
5. ATTENTION LANDSCAPER: NOTIFY ENGINEER OF ANY SIGN, POWER LINE, OR OTHER
CONFLICTS BEFORE PLANTING NEW TREES.
6. LARGE MATURING TREES MUST BE A MINIMUM 25 TO 30 FEET FROM THE OVERHEAD
DISTRIBUTION OR TRANSMISSION LINES. IF TREES CONFLICT WITH POWER LINES OR SIGNS,
CALL URBAN FORESTER TO RESOLVE BEFORE PLANTING.
7. UNLESS APPROVED BY URBAN FORESTRY STAFF, ALL REQUIRED TREES MUST HAVE SINGLE
STEM TRUNKS WITH NO CO -DOMINANT TRUNKS OR BRANCHES. TREE TRUNKS SHALL BE
STRAIGHT IN FORM AND FREE OF DAMAGE OR CRACKS. PRUNING CUTS SHALL BE CALLUSED
OVER. BRANCH LENGTH SHALL BE TYPICAL FOR THE TREES AGE AND NOT BE BROKEN,
DISEASED OR INJURED. ROOT FLARE SHALL BE LOCATED AT GRADE AND BE FREE FROM
EXCESSIVE ADVENTITIOUS ROOT GROWTH.
8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR/ LANDSCAPER TO NOTIFY THE ENGINEER OF
ANY SITE CONFLICTS THAT AFFECT TREE SPECIES OR LOCATIONS PRIOR TO PLANTING TREES.
LANDSCAPING NOTES
1. ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM STANDARDS SET FORTH IN THE AMERICAN
STANDARDS FOR NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC.,
WASHINGTON, D.C.
2. ALL PLANTS SHALL BE COMPACT, UNIFORM, AND WELL GROWN. PLANTS SHALL NOT BE
LOOSE, OPEN PLANTS. THE CLIENT'S LANDSCAPE ARCHITECT RESERVES THE RIGHT, IN OUR
SOLE OPINION, TO REJECT ANY AND ALL MATERIALS WHICH DO NOT MEET THESE
REQUIREMENTS.
3. ALL PLANTING BEDS SHALL BE MULCHED A MINIMUM OF 4" WITH PINE NEEDLE MULCH.
4. ALL PLANTS SHALL BE FREE FROM DISEASE, INSECT INFESTATIONS, AND INJURIES.
5. ALL PLANT BEDS SHALL HAVE A 4" V -CUT TRENCH INSTALLED AT THE PERIMETER OF THE BED.
6. CONTRACTOR MUST PROVIDE A ONE YEAR WRITTEN GUARANTEE FOR ALL PLANT MATERIALS
FROM THE DATE OF FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT. CONTRACTOR TO
PROVIDE TEMPORARY IRRIGATION AS NECESSARY UNTIL PLANTS ARE ESTABLISHED.
7. THE SPECIES, VARIETIES, AND SIZE LISTED SHALL BE PROVIDED AS SPECIFIED. SUBSTITUTIONS
WILL BE PERMITTED ONLY UPON WRITTEN APPLICATION BY THE CONTRACTOR TO THE
LANDSCAPE ARCHITECT, AND WHEN APPROVAL BY SAID LANDSCAPE ARCHITECT IS IN
WRITING.
8. SYMBOLS: B&B = BALLED AND BURLAPPED; O.C. = ON CENTER; GAL. = GALLON CONTAINER,
M.S. = MULTI -STEM; HT. = HEIGHT, CAL. = CALIPER.
9. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL PLANTS ILLUSTRATED ON
THE PLANTING PLAN. IF ANY DISCREPANCIES EXIST BETWEEN THE QUANTITIES LISTED ON THE
PLANT LIST AND THE QUANTITIES SHOWN ON THE PLAN, THE CONTRACTOR SHALL PROVIDE
ALL QUANTITIES ILLUSTRATED ON THE PLAN. IF ANY PLANTS ARE SHOWN NOT LABELED, THE
CONTRACTOR SHALL VERIFY THE PLANT IDENTITY WITH THE LANDSCAPE ARCHITECT AND
THESE PLANTINGS SHALL BE INCLUDED IN THE CONTRACTOR'S INITIAL BID.
10. SOIL AMENDMENTS SHALL BE UNIFORMLY SPREAD AND CULTIVATED THOROUGHLY BY A
MECHANICAL TILLER INTO THE TOP 12" OF SOIL THROUGHOUT SHRUB BEDS.
11. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND THE OWNER
IN WRITING OF ALL SOIL CONDITIONS THE CONTRACTOR CONSIDERS DETRIMENTAL TO THE
GROWTH OF PLANT MATERIALS. PROPER DRAINAGE MUST BE ASSURED.
12. ALL SIGNAGE AND SITE LIGHTING TO BE COORDINATED AROUND THE TREES LOCATED ON
THE PLANTING PLAN. ALL TREES SHOWN ON THE PLANTING PLAN MUST GO IN AS SPECIFIED.
ANY CHANGES TO THE PLANTING PLAN COULD RESULT IN A DELAY IN RECEIVING AND
OCCUPANCY PERMIT.
13. CONSULT PLANT LIST FOR PLANT SIZES AND SPECIFICATIONS.
14. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO INSTALLATION. NOTIFY
ARCHITECT IF FIELD CONDITIONS WARRANT ADJUSTMENT OF PLANT LOCATIONS.
15. CONTRACTOR IS RESPONSIBLE FOR ALL PLANTS SHOWN ON PLANS. QUANTITIES ARE FOR
CONVENIENCES ONLY.
16. GENERAL CONTRACTOR TO SEED ALL DISTURBED AREAS BEYOND PARKING LOT PERIMETER.
LANDSCAPE CONTRACTOR SHALL SEED ALL AREAS WITHIN PARKING AS NOTED.
17. CONTRACTOR MAY CONTACT THE CITY INSPECTOR FOR A PRELIMINARY MEETING TO
NEGOTIATE CREDIT FOR EXISTING TREES IN THE BUFFER AREA.
SEEDBED PREPARATION NOTES
1. AREAS TO BE SEEDED SHALL BE RIPPED OR TILLED AND SPREAD WITH AVAILABLE TOPSOIL 4"
DEEP. TOTAL SEEDBED PREPARED DEPTH SHALL BE 6".
2. ROCKS, ROOTS, AND OTHER OBSTRUCTIONS AND CONSTRUCTION DEBRIS SHALL BE
REMOVED FROM THE SURFACE OF THE SEEDBED. SURFACE OF THE COMPLETED PREPARED
SEEDBED SHALL BE LOOSE, SMOOTH AND UNIFORM. CONTRACTOR SHALL TILL, DISC AND/OR
HARROW IF NECESSARY TO ACHIEVE THIS.
3. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME SHALL BE APPLIED ACCORDING TO THE
SEEDING SPECIFICATIONS.
4. IF SOIL TEST IS TAKEN, FERTILIZER AND LIME SHALL BE APPLIED IN ACCORDANCE WITH THE
SOIL TEST RECOMMENDATIONS.
5. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING
SEEDBED PREPARATION.
6. IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS WITH A THIN DENSE LAYER OF
CLEAN WHEAT STRAW.
PERMANENT SEEDING (AS NEEDED
1. AREA TO BE STABILIZED WITH PERMANENT SEEDING: AREAS NOT DISTURBED BY THE
DAY-TO-DAY ACTIVITIES.
2. CONTROL RUNOFF AND EROSION ON DISTURBED AREAS BY ESTABLISHING PERENNIAL
VEGETATIVE COVER WITH SEED.
3. REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS. PERMANENTLY
STABILIZE SUCH AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTS TO SITE CONDITIONS,
AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS.
4. FINE -GRADED AREAS ON WHICH PERMANENT, LONG-LIVED VEGETATIVE COVER IS THE MOST
PRACTICAL OR MOST EFFECTIVE METHOD OF STABILIZING THE SOIL. PERMANENT SEEDING
MAY ALSO BE USED ON ROUGH -GRADED AREAS THAT WILL NOT BE BROUGHT TO FINAL
GRADE FOR A YEAR OR MORE.
5. TEST AND ANALYZE THE TYPE(S) AND QUALITY OF THE EXISTING SOILS ON A SITE, THEIR PH
RANGES, AND THEIR NUTRIENT LEVELS. TAKING SOIL SAMPLES FROM THE DIFFERENT AREAS OF
THE PROJECT SITE AND HAVING THEM TESTED AT A STATE OR INDEPENDENT LAB WILL
PROVIDE A BASELINE FOR DETERMINING THE PH MODIFIERS AND ADDITIONAL NUTRIENTS
REQUIRED FOR THE SELECTED PLANT VARIETIES.
6. DISTURBED CONDITIONS ON A SITE MAY PRODUCE A VARIETY OF SOIL COMMUNITIES.
NUTRIENT AND PH LEVELS IN DEEPLY CUT SOILS WILL BE QUITE DIFFERENT FROM THOSE SOILS
FOUND ON THE ORIGINAL SURFACE. WHEN SITES ARE HIGHLY DISTURBED THROUGH
MECHANICAL MEANS SUCH AS GRADING, THE SOILS BECOME MIXED TOGETHER IN MANY
DIFFERENT RATIOS. THESE AREAS SHOULD BE IDENTIFIED AND TESTED. RESULTS FROM SOIL
TESTS WILL USUALLY INCLUDE RECOMMENDED APPLICATION RATES OF SOIL MODIFIERS SUCH
AS LIME AND FERTILIZER FOR THE SELECTED PLANT SPECIES IN THE PARTICULAR SOILS.
APPLICATION RATES WILL BE ITEMIZED IN THE REPORT. THE TEXTURE OF THE SOIL ON A SITE,
WHICH IS THE PROPORTION OF SAND, SILT, AND CLAY IN THE SOIL, IS AN IMPORTANT
PHYSICAL INDICATOR OF THE SITE'S ABILITY TO SUPPORT VEGETATION. IN HEAVY CLAY SOILS,
AMENDMENTS MAY BE NECESSARY TO PROVIDE AN ADEQUATELY DRAINED PLANTING
MEDIUM. CONVERSELY, IN EXTREMELY SANDY SOILS, AMENDMENTS MAY BE REQUIRED TO
PROVIDE FOR MOISTURE AND NUTRIENT RETENTION.
7. PREPARATION FOR PRIMARY/PERMANENT STABILIZATION SHALL NOT BEGIN UNTIL ALL
CONSTRUCTION AND UTILITY WORK WITHIN THE PREPARATION AREA IS COMPLETE.
HOWEVER, IT MAY BE NECESSARY TO PREPARE FOR NURSE CROPS PRIOR TO COMPLETION OF
CONSTRUCTION AND INSTALLATION OF UTILITIES.
8. A NORTH CAROLINA DEPARTMENT OF AGRICULTURE SOILS TEST (OR EQUAL) SHALL BE
OBTAINED FOR ALL AREAS TO BE SEEDED, SPRIGGED, SODDED OR PLANTED. RECOMMENDED
FERTILIZER AND PH ADJUSTING PRODUCTS SHALL BE INCORPORATED INTO THE PREPARED
AREAS AND BACKFILL MATERIAL PER THE TEST.
9. ALL AREAS TO BE SEEDED OR PLANTED SHALL BE TILLED OR RIPPED TO A DEPTH SPECIFIED ON
THE APPROVED PLANS, CONSTRUCTION SEQUENCE AND/OR CONSTRUCTION BID LIST.
RIPPING CONSISTS OF CREATING FISSURES IN A CRISS-CROSS PATTERN OVER THE ENTIRE
SURFACE AREA, UTILIZING AN IMPLEMENT THAT WILL NOT GLAZE THE SIDEWALLS OF THE
FISSURES. SITE PREPARATION THAT DOES NOT COMPLY WITH THESE DOCUMENTS SHALL NOT
BE ACCEPTABLE. THE DEPTH OF SOIL PREPARATION MAY ESTABLISHED AS A RANGE BASED ON
THE APPROVAL OF THE REVIEWING STATE OR LOCAL AGENCY. ONCE TILLED OR RIPPED
ACCORDING TO THE APPROVED PLAN, ALL AREAS ARE TO BE RETURNED TO THE APPROVED
FINAL GRADE. PH MODIFIERS AND/OR OTHER SOIL AMENDMENTS SPECIFIED IN THE SOIL TESTS
CAN BE ADDED DURING THE SOIL PREPARATION PROCEDURE OR AS DESCRIBED BELOW.
10. ALL STONES LARGER THAN THREE (3) INCHES ON ANY SIDE, STICKS, ROOTS, AND OTHER
EXTRANEOUS MATERIALS THAT SURFACE DURING THE BED PREPARATION SHALL BE REMOVED.
11. TILL OR DISC THE PREPARED AREAS TO BE SEEDED TO A MINIMUM DEPTH OF FOUR (4) INCHES.
IF NOT INCORPORATED DURING THE SOIL PREPARATION PROCESS, ADD PH MODIFIER AND
FERTILIZERS AT THE RATE SPECIFIED IN THE SOIL TEST REPORT.
12. RE -COMPACT THE AREA UTILIZING A CULTIPACKER ROLLER. THE FINISHED GRADE SHALL BE A
SMOOTH EVEN SOIL SURFACE WITH A LOOSE, UNIFORMLY FINE TEXTURE. ALL RIDGES AND
DEPRESSIONS SHALL BE REMOVED AND FILLED TO PROVIDE THE APPROVED SURFACE
DRAINAGE. SEEDING OF GRADED AREAS IS TO BE DONE IMMEDIATELY AFTER FINISHED
GRADES ARE OBTAINED AND SEEDBED PREPARATION IS COMPLETED.
13. VEGETATION STABILIZATION (3 TYPES)
13.1. IMMEDIATE STABILIZATION - NURSE CROP VARIETIES (NOTE: TEMPORARY MULCHING MAY
BE UTILIZED FOR IMMEDIATE STABILIZATION IF OUTLINED ON THE APPROVED PLANS AND
CONSTRUCTION SEQUENCE.)
13.2. PRIMARY STABILIZATION - PLANT VARIETIES PROVIDING COVER UP TO THREE (3) YEARS
WITH A SPECIFIED MAINTENANCE PLAN.
13.3. LONG TERM STABILIZATION - PLANT VARIETIES PROVIDING PROTECTIVE COVER WITH
MAINTENANCE LEVELS SELECTED BY THE OWNER. AN ADEQUATE JOB IN ONE OF THESE
AREAS DOES NOT GUARANTEE SUCCESS IN THE LATER PHASES. IMMEDIATE VEGETATIVE
COVER WILL ALWAYS REQUIRE ADDITIONAL FERTILIZATION, SOIL AMENDMENTS, SOIL
TESTS, OVERSEEDING, AND/OR OTHER HORTICULTURAL MAINTENANCE UNTIL PRIMARY
VEGETATIVE COVER IS ESTABLISHED.
14. IF NO SOIL TEST IS AVAILABLE, FOLLOW THESE RECOMMENDATIONS FOR ALL GRASSES
EXCEPT CENTIPEDEGRASS:
14.1. APPLY 75 POUNDS OF GROUND LIMESTONE PER 1,000 SQ. FT.
14.2. APPLY A STARTER TYPE FERTILIZER (ONE THAT IS HIGH IN PHOSPHORUS) BASED ON THE
TYPE OF GRASS AND PLANTING METHOD.
15. FERTILIZERS REQUIRED FOR A 1 000 S . FT. AREA INCLUDE 40 POUNDS OF 5-10-10
Q Q , 20
POUNDS OF 10-20-20, OR 16 POUNDS OF 18-24-6. FOR SANDY SOILS, TYPICAL TO
COASTAL PLAIN AND SANDHILLS OF NORTH CAROLINA, FERTILIZER RATES SHOULD BE
INCREASED BY 20 PERCENT. MATERIALS PROPOSED FOR USE MUST BE INDUSTRY CERTIFIED
AND/OR PRIVATELY TESTED AND CERTIFIED TO BE ACCEPTABLE FOR PROPOSED AREAS OF USE
AND APPLICATION PRIOR TO APPROVAL.
16. INFORMATION IS PROVIDED IN THE STATE'S EROSION CONTROL MANUAL FOR SEEDING
RATES, OPTIMUM PLANTING DATES IN THE STATE'S THREE (3) REGIONS, SUN AND SHADE
TOLERANCES, INVASIVE CHARACTERISTICS, COMPATIBILITY IN WETLANDS AND RIPARIAN
BUFFERS, AND INSTALLATION MAINTENANCE CONSIDERATION.
17. TO USE THE INFORMATION IN THE SEEDING CHARTS FOUND IN THE STATE EROSION CONTROL
MANUAL, FOLLOW THESE STEPS:
17.1. DETERMINE WHAT NURSE CROP BEST FITS THE SITE, SOIL CONDITIONS, AND PERMANENT
SEED MIX.
17.2. OBTAIN SOIL TESTS FOR ALL AREAS TO BE SEEDED.
17.3. SELECT THE SITE'S REGION: MOUNTAINS, PIEDMONT, OR COASTAL PLAIN.
17.4. SELECT SUNNY, PART SHADE, OR FULL SHADE.
17.5. SELECT WELL OR POORLY DRAINED.
17.6. AVOID A CROP THAT IS INVASIVE AND IF NECESSARY, DETERMINE POTENTIAL IMPACTS
ON THE SITE AND ADJACENT PROPERTIES.
EROSION CONTROL MEASURES MAINTENANCE NOTES GENERAL GRADING NOTES
ALL EROSION & SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH HEAVY
RUNOFF RAINFALL. ALL MEASURES SHALL COMPLY WITH NCDEQ REGULATIONS. CONTRACTOR TO
COORDINATE ALL INSTALLATION AND INSPECTIONS WITH NCDEQ EROSION CONTROL INSPECTOR.
EROSION CONTROL MEASURES TO BE INSPECTED INCLUDE:
TEMPORARY SEDIMENT BASINS
INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1 /2 INCH OR
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS
ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PLACE REMOVED SEDIMENT
IN AN AREA WITH SEDIMENT CONTROLS. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION
DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS
IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR
AROUND THEM.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE
ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THE
FLOW DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO
CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIP IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION
CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE
REPOSITIONING THE SKIMMER.
CHECK THE SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL
WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND
INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY.
REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
SILT FENCE
INSPECT SILT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY. SHOULD THE FABRIC OF A SILT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING
THE FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND
BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
CHECK DAMS
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS
AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS
BETWEEN DAMS, INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL. REMOVE
SEDIMENTATION ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL
VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE OR WATTLE CHECK DAM AND TO
PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONE OR ADDITIONAL WATTLES
AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
DIVERSION DITCHES
CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED TO AVOID GULLY FORMATION. WHEN THE AREA
ABOVE THE TEMPORARY DIVERSION DITCH IS PERMANENTLY STABILIZED, REMOVED THE DIKE AND FILL AND
STABILIZE THE CHANNEL TO BLEND WITH THE NATURAL SURFACE.
OUTLET PROTECTION
INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY EROSION AROUND OR BELOW THE
RIPRAP HAS TAKEN PLACE OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO
PREVENT FURTHER DAMAGE.
CONSTRUCTION ENTRANCE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2" STONE. AFTER EACH RAINFALL,
INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE
ALL OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO PUBLIC ROADS.
SEEDING
RESEED AREAS WHERE SEEDING EMERGENCE IS POOR OR WHERE EROSION OCCURS AS SOON AS POSSIBLE.
CONCRETE WASHOUT
MAINTAIN CONCRETE WASHOUT STRUCTURE(S) TO PROVIDE ADEQUATE HOLDING CAPACITY PLUS A MINIMUM
FREEBOARD OF 12 INCHES. REMOVE AND DISPOSE OF HARDENED CONCRETE AND RETURN THE STRUCTURE TO
A FUNCTIONAL CONDITION AFTER REACHING 75% CAPACITY. INSPECT CONCRETE WASHOUT STRUCTURES
FOR DAMAGE AND MAINTAIN FOR EFFECTIVENESS. REMOVE THE CONCRETE WASHOUT STRUCTURES AND SIGN
UPON PROJECT COMPLETION. GRADE THE EARTH MATERIAL TO MATCH THE EXISTING CONTOURS AND
PERMANENTLY SEED AND MULCH AREA.
STOCKPILES
CHECK STOCKPILES FOR SILT FENCE EFFICIENCY, SEDIMENTATION AND STABILIZATION.
INLET PROTECTION
INSPECT INLET PROTECTION AFTER EACH RAINFALL EVENT AND MAKE NEEDED REPAIRS IMMEDIATELY. REMOVE
SEDIMENT FROM POOL AREA TO PROVIDE STORAGE FOR THE NEXT RAIN EVENT. AVOID DAMAGING OR
UNDERCUTTING THE FABRIC DURING SEDIMENT REMOVAL. WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN
STABILIZED, INSPECTED AND APPROVED, REMOVE ALL CONSTRUCTION MATERIAL AND ANY UNSTABLE
SEDIMENT AND DISPOSE OF THEM PROPERLY. GRADE THE DISTURBED AREA TO THE ELEVATION OF THE DROP
INLET CREST. STABILIZE ALL BARE AREAS IMMEDIATELY.
SLOPE DRAINS
INSPECT THE SLOPE DRAINS AND SUPPORTING DIVERSION AFTER EVERY RAINFALL AND PROMPTLY MAKE
NECESSARY REPAIRS. WHEN THE PROTECTED AREA HAS BEEN PERMANENTLY STABILIZED, TEMPORARY
MEASURES MAY BE REMOVED, MATERIALS DISPOSED OF PROPERLY AND ALL DISTURBED AREAS STABILIZED
APPROPRIATELY.
BAFFLES
SEE SEDIMENT BASINS
EROSION CONTROL MEASURES MAINTENANCE PLAN
EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST
INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER EACH PHASE
OF THE PROJECT TO MAKE SURE THAT THE APPROVED SEDIMENT & EROSION CONTROL PLAN IS
BEING FOLLOWED. SELF -INSPECTION REPORTS ARE REQUIRED. A SAMPLE SELF -INSPECTION REPORT,
AS WELL AS DETAILS OF THE SELF -INSPECTION PROGRAM, CAN BE FOUND ON THE LAND QUALITY
WEBSITE: HTTPS://DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-RESOURCES
AS A MINIMUM, THE INSPECTIONS SHALL BE PERFORMED AFTER EACH OF THE FOLLOWING PHASES
OF A PLAN:
1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES
2. INSTALLATION OF SEDIMENT TRAPS/BASINS
3. CLEARING AND GRUBBING OF EXISTING GROUND COVER
4. COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF STABILIZATION
5. INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT
6. COMPLETION OF CONSTRUCTION OR DEVELOPMENT
7. INSTALLATION OF STORMWATER RETENTION MEASURES
8. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY
ESTABLISHED
1. NCDENR INSPECTOR TO BE GIVEN 24 HOURS NOTICE PRIOR TO START OF CONSTRUCTION.
2. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN
UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM
ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS.
3. PE SEALED SHOP DRAWINGS FOR RETAINING WALL(S) MUST BE SUBMITTED TO CITY ENGINEER
PRIOR TO CONSTRUCTION.
4. APPROVAL OF THIS SITE PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED
FROM THE AFFECTED PROPERTY OWNERS.
5. ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE
WITH AN APPROVED EROSION CONTROL PLAN.
6. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB.
7. CONTRACTOR TO SAVE SUFFICIENT TOPSOIL ON SITE TO BE RE -SPREAD AFTER GRADING
IS COMPLETE. HAUL OFF ANY EXCESS TOPSOIL.
NCDENR GROUND COVER REQUIREMENTS
NEW STABILIZATION TIMEFRAMES
(Effective Aug. 3, 201 1)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
OPerimeter dikes swales ditches slopes
P
7 days
Y
None
IN
�v High Quality Water (HOW) Zones
J
7 days
None
Slopes steeper than 3:1
L
7 days
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are allowed.
IFIIIIIIIIIIIIIIIIIIIIIIIIIIII (V
7 Y
in LU
"
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HOW Zones.
GENERAL EROSION CONTROL NOTES
1. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING
ADMINISTRATOR AND THE DIVISION OF WASTE MANAGEMENT, SOLID WASTE SECTION.
2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A
VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE & IS SUBJECT TO A FINE.
4. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN
3:1 (H:V) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
COVER AS SOON AS PRACTIBLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE
LAST LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITH 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING
ACTIVITY.
5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF THE COUNTY OR STATE ENGINEERING DEPARTMENT.
6. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. SOILS ENGINEER TO VERIFY STABILITY OF
SLOPES GREATER THAN 2:1.
7. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT-OF-WAY
MUST BE PRESENTED AT PRE -CONSTRUCTION MEETING.
8. ALL EMBANKMENTS MUST BE CONSTRUCTED PER SECTION 4.0.6 EMBANKMENT REQUIREMENTS
IN THE BMP DESIGN MANUAL. (IF APPLICABLE).
9. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS
NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY
WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE
PLAN.
EROSION CONTROL MAINTENANCE NOTES
1. ALL EROSION SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED AT LEAST ONCE EVERY 7
CALENDAR DAYS AND WITHIN 24 HOURS OF ANY STORM EVENT OF GREATER THAN 1/2.,
RAIN IN A 24 HOUR PERIOD. A RAIN GAUGE SHALL BE MAINTAINED ON THE SITE AND A
RECORD OF THE RAINFALL AMOUNTS AND DATES SHALL BE KEPT. SEE SPECIFIC
MAINTENANCE FOR EACH EROSION CONTROL MEASURE.
2. A RECORD OF INSPECTIONS BY THE CONTRACTOR SHALL BE KEPT AND MADE AVAILABLE TO
THE INSPECTOR UPON REQUEST. VISIBLE SEDIMENTATION FOUND OUTSIDE THE DENUDED
AREA LIMITS SHALL BE RECORDED AND A BRIEF EXPLANATION KEPT WITH THE RECORDS AS TO
THE MEASURES TAKEN TO CONTROL FUTURE RELEASES. ANY MEASURES TAKEN TO CLEAN UP
THE SEDIMENT THAT HAS LEFT THE DENUDED AREA LIMITS SHALL ALSO BE RECORDED.
3. SEDIMENT SHALL BE REMOVED & TRAP(S)/BASIN(S) RESTORED TO ITS ORIGINAL DIMENSIONS
WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP.
REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT
WILL NOT ERODE.
4. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE
BASIN. THE STAKES SHALL BE MARKED SHOWING THE HALF FULL (CLEANOUT POINT) OF THE
BASIN.
5. SEDIMENT BASINS SHALL BE STABILIZED IMMEDIATELY AFTER INSTALLATION. IF
STABILIZATION IS INTERRUPTED DURING MAINTENANCE WORK CONTRACTOR SHALL
WORK TO RE-ESTABLISH STABILIZATION IMMEDIATELY. /
GENERAL NOTES
1. ALL CONCRETE SIDEWALKS SHALL BE FULL 4" THICK 3600 PSI CONCRETE W/1" DEEP GROOVE
CONTROL JOINTS AT INTERVALS INDICATED ON SITE PLAN. PROVIDE EXPANSION JOINTS
ADJACENT TO ALL RIGID STRUCTURES. EXPANSION JOINT SPACING SHALL NOT EXCEED 30'.
2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
3. SEE ARCHITECTURAL PLAN FOR EXACT LOCATION & SIZE OF WATER, SEWER CONNECTIONS &
ROOF DOWNSPOUTS.
4. SEE ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS, FEATURES, STAIRS & HANDRAILS, ETC.
5. DRIVEWAYS SHALL BE CONSTRUCTED TO STATE & LOCAL CODES.
6. ACCESSIBLE PARKING:
a. AN ACCESSIBLE PARKING SPACE SHALL HAVE NO GREATER SLOPE THAN 1/4" PER FOOT
ACROSS THE SPACE.
b. HANDRAILS ARE TO BE PROVIDED ON ACCESSIBLE RAMPS WITH A DROP OF 2" OR MORE.
c. MAX. SLOPE FOR AN ACCESSIBLE ROUTE (SIDEWALK) SHALL BE 5.0% (1:20).
d. ALL ACCESSIBLE PARKING SPACES SHALL DISPLAY APPROVED RESERVED PARKING SPACE
SIGNS AS PRESCRIBED BY THE N.C.D.O.T. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
& APPROVED FOR USE UNDER N.C. GENERAL STATUTE R7-8, R7 -8D "PENALTY" SIGN & HERE
APPLICABLE, "VAN ACCESSIBLE" SIGN.
7. THE CONTRACTOR SHALL VISIT THE SITE & FAMILIARIZE HIMSELF WITH THE EXISTING
CONDITIONS BEFORE SUBMITTING HIS BID.
8. ALL DISTANCES & DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION, IN CASE OF CONFLICT, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO
THAT CLARIFICATIONS MAY BE MADE PRIOR TO THE START OF WORK.
9. THE PROPOSED GRADES AS SHOWN ARE THE FINISH GRADES UNLESS OTHERWISE NOTED.
10. LIGHTING SHALL NOT EXCEED 30' IN HEIGHT.
11. THE CONTRACTOR SHALL SUPPLY & ESTABLISH SURVEY CONTROL, INCLUDING THE
HORIZONTAL & VERTICAL CONTROL POINTS. THE CONTRACTOR SHALL MAINTAIN THIS
CONTROL & PROVIDE ALL BENCHMARKS, STAKES, GRADES, LEVELS, & LINES NECESSARY FOR
CONSTRUCTION. CONTRACTOR(S) SHALL PROVIDE ADEQUATE SUPERVISION TO PREVENT
DAMAGE & MOVEMENT FROM EQUIPMENT WORKING AROUND CONSTRUCTION STAKES.
THESE CONSTRUCTION STAKES SHALL REMAIN IN PLACE & BE PROTECTED UNTIL OWNER
APPROVES THEIR REMOVAL. ANY STAKES THAT HAVE BEEN DISPLACED AS A RESULT OF
CONSTRUCTION ACTIVITY ARE TO BE REPLACED BY A LICENSED LAND SURVEYOR ENGAGES BY
THE CONTRACTOR AT NO COST TO THE OWNER.
12. ALL EXISTING IMPROVEMENTS DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS
SHALL BE RESTORED TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER.
13. ALL EXISTING PAVEMENT & CONCRETE TO BE JOINED SHALL BE SAWCUT.
14. BURNING ON, OR NEAR THE JOB SITE WILL NOT BE PERMITTED.
15. ALL FILL SHALL BE COMPACTED TO 95% PER ASTM D 698. UPON COMPLETION OF THE WORK,
THE CONTRACTOR SHALL CLEAN THE ENTIRE SITE OF ALL CONSTRUCTION RELATED MATERIAL &
DEBRIS.
16. TEMPORARY TREE SAVE FENCING INSTALLED UNDER THE ROUGH GRADING CONTRACT SHALL
BE MAINTAINED UNTIL THE CITY ALLOWS ITS REMOVAL. REMOVAL OF THIS FENCING SHALL BE
INCLUDED HEREIN.
17. THE SITE WORK CONTRACTOR(S) SHALL BE FAMILIAR WITH & OBSERVE THE APPLICABLE TREE
SAVE REQUIREMENTS. ANY QUESTIONS SHOULD BE DIRECTED TO THE PROJECT CIVIL
ENGINEERING REPRESENTATIVE.
17. LAND DEVELOPMENT ENGINEER TO BE GIVEN 24 HOURS NOTICE PRIOR TO START OF
CONSTRUCTION.
18. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFFSITE GRADING, WRITTEN PERMISSION MUST BE
OBTAINED FROM THE AFFECTED PROPERTY OWNER(S).
19. COORDINATE ALL CURB & STREET GRADES IN INTERSECTION WITH CITY INSPECTOR.
20. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM SLOPE OF 0.5% ON CURB.
21. INSTALL ALL EROSION CONTROL MEASURES PRIOR TO START OF CONSTRUCTION. THE
LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES & OTHER ABOVE &
BELOW -GRADE IMPROVEMENTS ARE APPROXIMATELY AS SHOWN. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE & INVERT ELEVATIONS OF SUCH
PRIOR TO START OF CONSTRUCTION.
22. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN
UNOBSTRUCTED STATE & SHALL REMOVE FROM THE CHANNEL ALL DEBRIS, LOGS, TIMBER,
JUNK & OTHER ACCUMULATIONS.
23. ANY ROAD IMPROVEMENTS AT AIRLIE PARKWAY TO BE COORDINATED WITH THE
ENGINEERING DEPARTMENT AND/OR NORTH CAROLINA DEPT. OF TRANSPORTATION PRIOR
TO CONSTRUCTION.
24. THE LINCOLN COUNTY ENGINEERING DEPT. HAS NOT REVIEWED THE STRUCTURAL STABILITY
OF ANY RETAINING WALLS ON THE SITE & DOES NOT ASSUME RESPONSIBILITY FOR THEM.
25. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE R/W REQUIRE A R/W
ENCROACHMENT AGREEMENT WITH THE CONCORD DEPT. OF TRANSPORTATION AND/OR
THE NORTH CAROLINA DEPT. OF TRANSPORTATION BEFORE INSTALLATION.
26. THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD. IT IS SPECIFICALLY
UNDERSTOOD THAT HE DOES NOT UNDERTAKE NOR ASSUME ANY OBLIGATION FOR
SUPERVISION OF CONSTRUCTION, SAFETY MEASURES TAKEN DURING THE COURSE OF
CONSTRUCTION RESPONSIBILITY FOR SCHEDULING THE WORK FOR INSURING COMPLETE
COMPLIANCE WITH THE CONTRACT DOCUMENTS AND/OR ALL CODE REQUIREMENTS, RULES
& REGULATIONS OF ANY PUBLIC OR PRIVATE AUTHORITY HAVING JURISDICTION OVER THE
WHOLE OR ANY PART OF THE WORK. IN ADDITION, THE ENGINEER NEITHER UNDERTAKES,
ASSUMES, NOR GUARANTEES THE WORK AND/OR PERFORMANCE OF THE CONTRACTOR.
27. ALL CONSTRUCTION SHALL MEET LINCOLN COUNTY & STATE STANDARDS.
28. BEFORE YOU DIG STOP. CALL THE NC ONE -CALL CENTER AT [phone]. IT'S THE LAW.
29. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
CONSTRUCTION SEQUENCE
PHASE 1 (PERMITTED SEPARATELY)
1. OBTAIN EROSION CONTROL PLAN APPROVAL FROM NCDEQ.
2. SET UP AN ON-SITE PRECONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR
TO DISCUSS EROSION CONTROL MEASURES.
3. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, INLET PROTECTION, PHASE 1 SEDIMENT
BASINS, SILT DITCHES, AND OTHER MEASURES AS SHOWN ON THE PLANS, CLEARING ONLY
AS NECESSARY TO INSTALL THESE DEVICES.
4. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION
CONTROL DEVICES AND STRUCTURES.
5. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION
CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL
MEASURES.
PHASE 2 (PERMITTED SEPARATELY)
6. BEGIN MASS GRADING SITE.
7. INSTALL STORM DRAINAGE SYSTEM.
8. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
9. AS GRADING OPERATIONS ALTER SITE DRAINAGE PATTERNS, CONTRACTOR SHALL ADJUST
TEMPORARY DITCHES ACCORDINGLY TO ENSURE ALL DISTURBED AREAS ARE REACHING THE
BASINS. ADJUST CHECK DAMS ACCORDINGLY.
10. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C.
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, LINCOLN COUNTY
EROSION CONTROL ORDINANCE, AND THE U.S. DEPT. OF AGRICULTURE.
11. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION
CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL
MAINTAIN CLOSE CONTACT WITH THE EROSION CONTROL INSPECTOR SO THAT PERIODIC
INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
12. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION
CONTROL MEASURES.
13. ONCE ENTIRE SITE HAS BEEN STABILIZED, CONVERT SEDIMENT BASIN 1 & 2 TO PERMANENT
BMP (PERMITTED SEPARATELY), AND STABILIZE ANY REMAINING DISTURBED AREA.
PHASE 3
14. BEGIN FINE GRADING SITE AND BUILDING PAD.
15. BEGIN CONSTRUCTION OF BUILDING, CURB/GUTTER, PAVEMENT BASE, ETC.
16. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISH GRADE.
17. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION
CONTROL MEASURES.
18. ONCE ENTIRE SITE HAS BEEN STABILIZED, REMOVE SKIMMERS AND CONSTRUCT SAND FILTER
BMPs.
19. PROVIDE AS -BUILT SURVEY OF FINISHED BMPs TO ENGINEER FOR CERTIFICATION.
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LEGEND SANITARY SEINER MH 1
T.F.=809.30' � P.O.B.
R/W RIGHT-OF-WAY WETLANDS (SEE SURVEYOR'S NOTE #9) INVIN-786.79' l N.C. GRID COORDS.
.
NOT TO SCALE = 1 / N: 633,465.44
SANITARY SEWER MANHOLE INV. OUT= 78fi.6 3' � E. 1,402,419.03
.r-� LOT 1
® CURB -STYLE CATCH BASIN • PORTION OF RE SANITARY SEWER MH
® #4 T.F.=804.74
DROP INLET /r - �' PARCEL 91410 '
[]w WATER METER t, I f� INGLESIDE REAL ESTATE ' �
1 INV. IN=785.56'
wvm WATER VALVE Jl `_� / INVESTMENT PARTNERS, LLCp I�I �� INV. OUT=785.30'
'Cf HYDRANT ( DEED BOOK 2203 / ' TBM
! r PAGE 541 /� 1111
CONC MONUMENT FOUND � ,
REBAR FOUND
#4 REBAR SET
Q REBAR SET
COMPUTED PROPERTY CORNER/ I CURB INLET
C.G.S. M NUMENT o O
�
_ ti "' HOOD=797.58
// CHOOL �� � ^� �
INV. OUT=793.77'
EWE "\ SANITARY SEWER MH
//4 REBAR SET T.F.=798.14'
Aftesr INV. IN=783.90'
\INV. OUT=783.88'
\�CURB INLET
HOOD -783.86'
iNvsn. our��ss'
C
9 ILITY EASE`M`E
0 GVEE��p 0 W N
In QQ
LOT 2
PORTION OF
PARCEL 91410
INGLESIDE REAL ESTATE
INVESTMENT PARTNERS, LLC
DEED ancE sai�� �
\\�\ � R.Osos..Ir
OR
LOT 4
\SEWER PUMP STATION
PARCEL 91360
INGLESIDE REAL
ESTE ���� ✓� / � 1 ' \ � \� \ \ � � /// I NyESiMErvi PARTNERS, LLC'
OEEPAG O55a203
Loi 3 BOUNDARY CALLS
LINE BEARING
DISTANCE
L1
N
89.01'20'
W 11.32
L2
N
86' 19 41
W 6.40
L3
S
34-07"16"
W 75.98
L4
S
77' 55 47
W 21.72
L5
N
3338'44"
W 44.49
L6
N
76.58 46
W 21.69
L7
N
34-46'28"
W 30.99
L8
N
52'48 53
W 30.08
L9
S
50' 13'35"
W 14.47
L10
S
46'16'10"
71.00
L1 1
S
25'30 21
W 35.60
L12
S
84'18'25"
W 47.03
L13
S
38' 15'54"
W 41.23
L14
S
56'01 21 "
W 109.09
L15
S
49'51'23"W
fi3.62
L16
S
83'26 03
W 15.02
-
I N
7547 139
W 50.12
L18
N
23'47 TTr
W 12.85
L19
N
14'45'28"
E 27.67
L20
N
4700',36"
W 21.81
L21
N
70`12'57" 57
W 39.71
L22
W
54' 12 r 22
W 39.42
L23
IS
7T35 44
W 81.46
L24
N
63'0737
W 43.35
L25
N
39'35'12"
W 58.31
L26
N
61'28 22
W 49.67
L27
S
5T37'05"
W 83.00
L28
N
79'12'14"
W 27.67
L29
I N
48.26 04
W 91.91
L30
IN
58'39'11 "
W 44.79'
L31
I N
33'39 50
W 29.69
1_321N
10'2218
E 38.95
GRAPHIC SCALE
50 0 25 50 ICC
( IN FEET }
1 inch = 50 ft
CURB INLET
HOOD=775.70'
S
INV. IN=771.59'
W 53.81
INV. OUT=771.44'
N
CURB INLET
E 53.44
HOOD=771.50'
N
INV. IN=765.24'
W 14.43
INV. OUT=764.93'
S
/-CURB INLET
W 33.67
V HOOD=771.94'
S
INV. IN=766.52'
E 48.69
INV. OUT=766.18,
I N
SANITARY
SEWER MH
T.F.=774.07'
IN
INV. 1N=769.27'
W 14.43
INV. OUT=769.00'
IN
�.� #4 REBAR
FOUND
p \
CURB INLET
1
1
HOOD=763.72'
N
INV. IN=757.82'
7
INV. OUT=757.70'
\
SANITARY SEINER MH
T.F.=769.34'
INV. IN=762.88'
Do
INV. OUT=761.70'
❑WZ
25' ACCESS EASEMENT
W
CURB INLET
OOD= 761.48'
v 1
INV. IN=756.64'
W
INV. OUT=756.68'
�S
�p
CURB INLET
1 HOOD=761.57'
`r INV. IN=756.52'
/ INV. OUT=756.40'
1 72" RCP
INV. IN=740.98'
INV. OUT=741.52'
72 RC
NAL.
1
1
DOUBLE CURB
�� INLET
�45 _ �-
-� 1 �� r HOOD (N - 7 6 2 5 2
f
J
760
_�
TT
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH
C 1 84.65 549.76 8'49 20 5 00'35 20 E 84.57
C2 218.71' 535.00' 23'25'20 S 16'47'24" E 217.19
C3 239.03 465.66 29'27 68 S 13'44'54" E 236.44
ACCESS EASEMENT
LOT 4 BOUNDARY CALLS ` __ X45
���J � �--� WETLANDS (SEE SURVEYORS NOTE #9)�� /
LINE BEARING
DISTANCE
LS1
S
77'05'00"
W 53.81
LS2
N
7705 00
E 53.44
LS3
N
14' 19 09
W 14.43
LS4
S
76'20'23"
W 33.67
LS5
S
13'32 46
E 48.69
L36
I N
76'36 24
E 33.84
LS7
IN
14' 19 09
W 14.43
LS8
IN
12'55'00'
W 20.00'
CURVE ARC LENGTH RADIUS
DELTA ANGLE CHORD BEARING CHORD LENGTH
CS1 124.96 465.07
15'23'40" S 20'46 36 E 124.58
CS2 20.04 470.88
2'26 02 S 11'50'46" E 20.04
CS3 94.07 465.28
1 1'35 63 S 04'49'0 1 E 193.91
DRAINAGE EASEMENT CALLS
LINE BEARING I DISTANCE
LD1 S 23'57 43 W 53.77
CURVE ARG LENGTH IRADIUS
IDELTA ANGLE CHORD BEARING CHORD LENGTH
CD1 50.39' 1465.00-16-12-34"
IS 03'58'32" E 50.37'
CD2 15.00' 1465,00-11-50-55"
IS 00-03-1,3" W15.00
Copyright 2018 CES Group Engineers, LLP
�IN"I 11111100TI S..
TAX PARCEL
4603-22-0475
DEED BOOK
2203 PAGE 541
PORTION OF
TRACT #1
PLAT BOOK
16 PAGE 107
INGLESIDE REAL
ESTATE
INVESTMENT
PARTNERS, LLC
PO BOX 9,
LINCOLNTON, NC 28092
30.00
HOOD (S)=762.56'
I _ INV. OUT=758.14'
I �UBLE CURB INLET
"'SEDIMENT CHAMBER J D (N TH)=761.98'
(SEALED) H SOUTH)=762.09'
`36RCP ( }
INV. IN 30" RCP =755.71'
,
INV. OUT=747.76' INV. 1�V� RCP)=757.75
`INV. OUT(36" RCP)=753.59'
SURVEYOR NOTES:
1. THIS PROPERTY MAY BE SUBJECT TO ANY EASEMENTS, RESTRICTIVE COVENANTS AND/OR RIGHT-OF-WAY OF
RECORD.
2. BOUNDARY INFORMATION BASED ON DEED BOOK 2203 PAGE 534, DEED BOOK 2203 PAGE 541, PLAT BOOK 16
PAGE 107 AND PLAT BOOK 16 PAGE 123 AS RECORDED IN THE LINCOLN COUNTY REGISTER OF DEEDS.
3. BASIS OF BEARINGS: NC GRID NAD 83/2011
4. AREA BY COORDINATE METHOD. ALL DISTANCES SHOWN ARE HORIZONTAL AND US FEET.
5. POINTS NOT LABELED "FOUND" OR "SET" ARE COMPUTED POINTS ONLY. ALL CORNERS ARE FLUSH WITH THE
GROUND UNLESS OTHERWISE NOTED.
6. THIS PROPERTY IS LOCATED WITHIN ZONE "X" ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY
PANEL NUMBER 3710460300J, DATED AUGUST 16, 2007.
7. THE LOCATION OF UTILITIES AS SHOWN HEREON, WHETHER PUBLIC OR PRIVATE, ARE BASED ON THE LOCATION
OF VISIBLE ABOVE GROUND APPURTENANCES ONLY. OTHER UTILITIES WHICH WERE NOT OBSERVED AND NOT SHOWN
HEREON MAY EXIST. IT IS THE OWNERS/TENANTS RESPONSIBILITY TO VERIFY THE LOCATION PRIOR TO
COMMENCEMENT OF ANY CONSTRUCTION. CES GROUP ENGINEERS, LLP CANNOT ASSUME RESPONSIBILITY FOR
MISIDENTIFICATION OR OMISSION OF UNDERGROUND UTILITIES.
8. 10' DRAINAGE & UTILITY EASEMENT ALONG EACH LOT LINE FOR UNDERGROUND UTILITIES.
9. WETLANDS AS SHOWN ON A MAP BY DEDMON SURVEYS TITLED "BOUNDARY AND ROAD DEDICATION MAP FOR
AIRLIE PARK PHASE II DEVELOPED BY: LINCOLN ECONOMIC DEVELOPMENT ASSOCIATION", DATED 10-24-13, REV.
DATE 12-9-13, SCALE 1" = 20', AND WERE NOT LOCATED OR DELINEATED BY CES GROUP ENGINEERS, LLP.
.00 SHOWNSHIE 1EMOEREONP ELEV� 804.74M DATUM SNAVD gg SEWER MANHOLE Al NORTHEAST CORNER OF PARCEL AS
100' BUFFER I, KENT C. HUDSON, PROFESSIONAL LAND SURVEYOR, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY
(50' EACH SIDE CA) SUPERVISION, DEED DESCRIPTION AND/OR MAP BOOK SEE PAGE NOTE A2 ;
x► THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS FROM
�eJScARoC'*. INFORMATION FOUND IN BOOK _N/A_ PAGE _N/A_ AS SHOWN HEREON; THAT THE
S
T 3
PORTION OF Q- •.•••••.,
0 FE �0 y RATIO OF PRECISION AS CALCULATED IS 1:10,000+; THAT THIS PLAT WAS
; �� y PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL
LO
30 DRAINAGE EASEMENT ALONG ; c �; r SIGNATURE, REGISTRATION NUMBER AND SEAL THIS ---- DAY OF
STREAM (15' EACH 510E C/L}� THE CENTERLINE AND THE TOP OF BANKS OF THE PARCEL 91410 s 87 ----------------' 2017.
CENTERLINE OF CREEK IS A NEW CREEK WERE LOCATED ON 02/02/2018 AND ARE INGLESIDE REAL ESTATE ;r ar;
PER LINCOLN COUNTY UDO SUBJECT TO CHANGE DUE TO NATURAL CAUSES INVESTMENT PARTNERS, LLC %?o �'�• PRELIVINARY
PROPERTY LINE . ,sully .• S` •
ARTICLE 7.5 AND MAY OR MAY NOT REPRESENT THE ACTUAL DEED BOOK 2203 '%F�i. 6000•'• �0
••.. r c. woo "o, ----------
LOCATION OF THE LIMIT OF TITLE PAGE 541 ■►:;;„1.► KENT C. HUDSON - NC PES L-5187 -
SEAL:
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CHECKED BY:
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PROJECT NO:
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DATE:
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SCALE:
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DRAWING TITLE:
1046 - Husky Wire Airlie -
Parcel 2 Topo
DRAWING NUMBER:
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BC AGGREGATE BASE COURSE
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° NOTES:
N 1 \\ 1. CONFIRM WITH GEOTECHNICAL ENGINEER FOR PAVEMENT SECTIONS AND SUBGRADE. NOTIFY
si \ ENGINEER IN CASE OF CONFLICT.
2. PROVIDE CONSTRUCTION JOINTS PER ACI AND/OR GEOTECHNICAL ENGINEER RECOMMENDATIONS
(CONCRETE PAVEMENT ONLY).
\\ PAVEMENT HATCH LEGEND
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° 8 \ \\\ \\\ \\ LIGHT DUTY ASPHALT HEAVY DUTY ASPHALT CONCRETE PAVEMENT
19' 241-3
°
PARKING REQUIREMENTS
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50 �P BUILDING SIZE: 60,000 -SF �
' r-19' \ m�� \�\ PARKING REQUIREMENT: 1 SPACE PER EMPLOYEE AT LARGEST SHIFT (40 EMPLOYEES) 0
° \ REQUIRED PARKING: 40 SPACES REQUIRED
\ \\\ ` \\\ \\\ PROVIDED PARKING: 49 SPACES (INCLUDING 2 ACCESSIBLE SPACES) Q V J
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9 PEDESTRIAN RAMP WITH DETECTABLE WARNING STRIP 0
° ' \ \\\ \\ \ \ \ \\\ 10 ACCESSIBLE PARKING SIGN V
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LL 12 NEW LIGHT DUTY PAVEMENT (SEE SECTION, THIS SHEET)
PROPOSED BUILDI G° \ \\ F 13 NEW HEAVY DUTY PAVEMENT (SEE SECTION, THIS SHEET)
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\ \ \ \ N14 NEW HEAVY DUTY CONCRETE PAVEMENT (SEE SECTION, THIS SHEET)
° 1 \ \ 15 TRANSFORMER PAD (REFERENCE UTILITY PROVIDER SPECIFICATIONS FOR PAD DETAILS)
601000—SF a \ \\ \ \ �\
16 GRAVEL FIRE TRUCK ACCESS (6" CABC OVER COMPACTED SUBGRADE)
17 8' CHAINLINK FENCE WITH THREE STRAND BARB -WIRE
\ ELECTRIC POWERED ROLLING GATE WITH REMOTE ACCESS (OWNER SPECIFIED)
12' DOUBLE SWING GATE WITH KNOX BOX
6' MAN GATE (TWO TOTAL -- LOCATIONS TO BE SPECIFIED BY OWNER)
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DRAWING INFORMATION
LOT 1
PORTION OF
PARCEL 91410
INGLESIDE REAL ESTATE
INVESTMENT PARTNERS, LLC
-- _ DEED BOOK 2203
i 'x i PAGE 541
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MAINTAIN MINIMUM SEPARATION
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BURIED UTILITIES IN AREA.
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BEFORE DIGGING
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R KEYS
N/1 EXISTING 12" DIP WATER MAIN. FIELD VERIFY LOCATION AND DEPTH.
2 NEW 12" X 8" TAPPING SLEEVE AND VALVE (FIRE).
3 NEW 2" CORPORATION STOP (DOMESTIC).
4 NEW 2" DOMESTIC WATER METER (POTABLE USE) IN BELOW GRADE BOX INSTALLED BY
AN APPROVED CONTRACTOR. SEE DETAIL SHEET C6.2. INCREASE TO 3" AFTER THE METER
5 NEW 5 -INCH STORZ FIRE DEPARTMENT CONNECTION (FDC) PER LINCOLN COUNTY FIRE
DEPARTMENT STANDARDS
b NEW HYDRANT WITH VALVE AND 6" DIP HYDRANT LEG WITH RESTRAINED JOINTS TO BE
INSTALLED PER LINCOLN COUNTY FIRE DEPARTMENT STANDARDS
7 NEW 8" PRIVATE FIRE LINE (C900 PVC PRESSURE PIPE)
8 NEW 2" COPPER, BRASS OR SDR 14 RESTRAINED PVC SERVICE LINE FROM TAP TO METER
9 NEW 4" PRIVATE FIRE LINE TO FDC (C900 PVC PRESSURE PIPE)
j 0 NEW 3" PRIVATE DOMESTIC WATER LINE (SDR 21 PVC PRESSURE CLASS 200)
11 NEW PLUG ON 8" PRIVATE FIRE LINE FOR FUTURE DEVELOPMENT
j 2 NEW 8" X 8" TEE
j 3 NEW 8" X 6" TEE
NEW 8" FIRE RPZ BACKFLOW PREVENTION ASSEMBLY INSTALLED IN ABOVE- GROUND
WITHIN HEATED INSULATED ENCLOSURES PER LINCOLN COUNTY REQUIREMENTS.
ENCLOSURE TO INCLUDE DRAIN PORT(S) FOR DISCHARGE WATER PER LINCOLN COUNTY
14 REQUIREMENTS. SEE DETAIL ON SHEET C6.2. SELECTED BACKFLOW PREVENTION
ASSEMBLIES SHALL BE IN ACCORDANCE WITH APPENDIX "B", NC RULES (TITLE 15A -18C)
& LINCOLN COUNTY REQUIREMENTS.
NEW 3" DOMESTIC RPZ BACKFLOW PREVENTION ASSEMBLY INSTALLED IN ABOVE-
GROUND WITHIN HEATED INSULATED ENCLOSURES PER LINCOLN COUNTY
15 REQUIREMENTS. ENCLOSURE TO INCLUDE DRAIN PORT(S) FOR DISCHARGE WATER PER
LINCOLN COUNTY REQUIREMENTS. SEE DETAIL ON SHEET C6.2. SELECTED BACKFLOW
PREVENTION ASSEMBLIES SHALL BE IN ACCORDANCE WITH APPENDIX "B", NC RULES
(TITLE 15A -18C) & LINCOLN COUNTY REQUIREMENTS.
1 CORE EXISTING MANHOLE AND CONNECT PROPOSED 6" PVC WITH RUBBER BOOT.
2 NEW 6 PVC (SDR 26) SANITARY SEWER @ 1.00% (MIN). INSTALL CLEANOUTS EVERY
100 FEET AND AT ALL BENDS AND JUNCTIONS.
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SEE PLUMBING PLANS FOR CONTINUATION
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�� / 1X/ \ \ / OF EXISTING PUBLIC SANITARY SEWER.
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\ � � \ \ 67 3 765 _ — 763 76 / // I _ ........SEWER PUMP ST,4�ION
\ \ \ — — / I PARCEL/91360
INGLESIDE REAL ESTATE
/// // b // / \ _ IN)/ESTM-ENT-PARTNERS, LLC
// b`j /1 / / I� I \ _ DEED BOOK 2203
IIS — I X11
PAGE 534 �
AREA: \
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LCPW STANDARD NOTES
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A. ALL WORK SHALL CONFORM TO LATEST REVISION OF THE LCPW OPERATIONAL MANUAL N
WHICH IS ON FILE AT THE DIVISION OF LINCOLN COUNTY PUBLIC WORKS OFFICE (1 15 W Z U
MAIN STREET, LINCOLNTON, NORTH CAROLINA 28092). ZZ
�� B. ANY QUANTITIES SHOWN ON PLANS ARE NOT VERIFIED BY LCPW. � Lu
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O C. AT THE SITE KEEP AND MAINTAIN ONE RECORD COPY OF ALL CONTRACT DOCUMENTS, �E
REFERENCE DOCUMENTS AND ALL TECHNICAL DOCUMENTS SUBMITTED IN GOOD ORDER. AS Lu Q
%�• THE WORK PROGRESSES THE ENGINEER OR HIS DESIGNATED REPRESENTATIVE SHALL
O �co �� C0 �� CO /�� RECORD ON ONE SET OF REPRODUCIBLE DRAWINGS ALL CHANGES AND DEVIATIONS FROM Z U Q
C� W THE ORIGINAL PLANS. HE SHALL RECORD THE EXACT LOCATION OF ALL CHANGES IN _ p Z
D� M• Q /�� ^ // �% • VERTICAL AND HORIZONTAL ALIGNMENT BY OFFSETS AND TIES AT EACH; SEWER, WATER, _ 0
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M• d ^ '// M CQ /�� ELECTRIC, GAS, COMMUNICATION AND OTHER SERVICES BY OFF -SET DISTANCE TO m Q
Cbz co c / PERMANENT IMPROVEMENTS SUCH AS BUILDING AND CURBS. THESE RECORD DRAWINGS U
07 // Q' �• � ^coZ MUST BE CERTIFIED BY THE NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER WHO w
PREPARED THE PLANS AND SIGNS AND SEALS THESE PLANS. THE RECORD DRAWINGS SHALL w CC)=
2 Q INCLUDE VERTICAL AND HORIZONTAL ALIGNMENT OF ALL WATER, SEWER, AND EFFLUENT oo Z
�Q �' �• ` (�� �• �• REUSE LINES, VALVES, TEES, BENDS, REDUCERS, HYDRANTS, PUMP STATIONS, SERVICE
CONNECTIONS, METER BOXES AND/OR PADS, AND OTHER PERTINENT STRUCTURES. PIPELINE
�• � '�• �,� �—�—! -+�7 ` � RUNS IN EXCESS OF 500 FEET, WITHOUT FITTINGS SHALL INCLUDE VERTICAL ALIGNMENT PE SEAL:
INFORMATION AT 500 FOOT INTERVALS. SAID ALIGNMENT SHALL BE TIED TO PERMANENT •I ��rrrrrr
IMPROVEMENTS, SUCH AS ROADWAY AND/OR RAILROAD CENTERLINES AND CAR r�
RIGHTS-OF-WAY, BUILDING AND PROPERTY CORNERS, AND SHALL BE CERTIFIED BY A
PROFESSIONAL LAND SURVEYOR, LICENSED IN THE STATE OF NORTH CAROLINA. THE ' : • ; y
- - - - _ - - - �'�•�ir`���/M� _� _ - —_ PROFESSIONAL LAND SURVEYOR CAN COORDINATE WITH THE CONTRACTOR TO INSTALL SEAL
-
\
THE NECESSARY APPURTENANCES ON BURIED UTILITIES TO FACILITATE THE SURVEY AFTER 045345
CONSTRUCTION IS COMPLETED IN ADDITION, PARCEL ID NUMBERS AND STREET NAMES
- - — ` SHALL BE SHOWN ON THE PLAN. ON A CASE BY CASE BASIS, LINCOLN COUNTY PUBLIC :� �'•.F�GINE�:'� ��:,
WORKS MAY WAIVE THE REQUIREMENT FOR CERTIFICATION BY A PROFESSIONAL LAND �,
- - -
SURVEYOR, LICENSED IN THE STATE OF NORTH CAROLINA. HOWEVER, PRIOR CONSENT BUS'
MUST FIRST BE OBTAINED FROM LINCOLN COUNTY PUBLIC WORKS. THE COUNTY SHALL rrr�r�,
/ - \ WITHHOLD FINAL ACCEPTANCE OF THE PROJECT UNTIL THE REQUIREMENT FOR RECORDAY 06/20/2018
/ _ ! DRAWINGS AND RELATED RECORDS HAS BEEN MET. RECORD DRAWINGS WITHOUT
A RLIE PARj = \� DETAILED FIELD VERIFIED HORIZONTAL AND VERTICAL LOCATIONS OF ALL FACILITIES SHOWN
Vv WILL BE REJECTED.
A
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— APRE-CONSTRUCTION MEETING IS REQUIRED BEFORE WORK MAY BEGIN. LINCOLN
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� � g � � � R/W �- �� \ COUNTY PUBLIC WORKS SHALL BE NOTIFIED 48 HOURS PRIOR TO PROJECT MOBILIZATION.
70-� - -�-- \
I- - - - - -�� - - - - -�� - - S - - i�_i \ E. ALL WORK AND MATERIALS, WHICH DO NOT CONFORM TO LCPW SPECIFICATIONS, ARE
107
SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE.
__gg 6,-
\ wATFR\ \ \ - WATER-- WATER
WATER WATER `� F. ANY WORK PERFORMED WITHOUT THE KNOWLEDGE OF LCPW IS SUBJECT TO
w AL RE -EXCAVATION REMOVAL AND REPLACEMENT OF SAME TO BE DONE AT THE
ATER —� -ATE �� ��� �— �\�� CONTRACTOR'S EXPENSE.
V A \ V WATER
_-WAS _ WA
�� WATER V A V A \ \ V A WA�fR v _ - G. THE CONTRACTOR SHALL PROVIDE SUFFICIENT PERSONNEL AND EQUIPMENT ON THE JOB AT
�- � WATER _ _ - _ E E E E _ E - - - - \ ALL TIMES DURING CONSTRUCTION TO SATISFY THE SPECIFICATIONS AND TO COMPLETE
E \ W�Ef� �pCtATER� —� -- _ _ _ - -�` E — _E _ _ I TER \� �\ WORK.
_ _ _ - E - A 7- -E - _ �
- E -� H LCPW INSPECTION STAFF MAY OBSERVE PROJECT CONSTRUCTION
-
V A V —
\4*0� - -E - - - - _ _ \ �- \ \ -- - - ----- -$ DIP 0'60% �� ` �E --TFR I. THE CONTRACTOR IS TO UNCOVER ALL EXISTING LINES BEING TIED INTO AND VERIFY
ss -ss ---- +ss � _ mss ss I ss ss ass> ss -� ss -4 -s --- _ �l��r_�/
\ \ _ -� - 2+00 ---_ j 85.00 LF_ � � I � ,-ss _II " GRADES BEFORE BEGINNING CONSTRUCTION.
77 \ E----E-t-E---��-- �E- / i I
J. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND TAKE ALL POSSIBLE PRECAUTIONS
1
NEW SSMH—
8 ) — I, �� ,S m 1 �E TO AVOID ANY DAMAGE TO ALL UNDERGROUND PIPELINES, TELEPHONE, CABLE TV, ELECTRIC
\ / (OUTSIDE DROP MANHOLE) I I I s - 1 / ^��
/ RIM: 787.3 I \ \ 1 I I\_ \ LINES/CONDUITS AND STRUCTURES IN ADVANCE OF ANY CONSTRUCTION. LCPW WILL NOT
\ \ 1 s= \ I I l 1 �, I I I I F�
INV IN: 776.20 8" PVC / I I ,s \ \F GUARANTEE ANY LOCATIONS AS SHOWN ON THESE PLANS OR THOSE OMITTED FROM
I I / �� / I I ` \ \ \y I m r / THESE PLANS. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES
I / INV OUT: 770.38 8 DIP / I I \ \ ss \ WHICH MAY OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PROTECT EXISTING UTILITIES
EXISTING SSMH -C
RIM/GRATE: 774.07 ss I 1 AND STRUCTURES.
� \ INV IN 769.27 8" DIP K. CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN ON THE PLANS. IF ANY
INV OUT: 769.00 8" PVC �� 1 m / / - DISCREPANCIES IN QUANTITIES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE PROJECT
ENGINEER AND LCPW.
� 1 �' �,=�x� _- � L. ALL REGULATORY AND PERMITTING AGENCIES' REQUIREMENTS SHALL BE COMPLIED WITH.
S8 3 I j �� �� w t - _x I M. APPROPRIATE TURBIDITY CONTROL DEVICES (E.G. SILT FENCES, HAY BAILS) WILL BE UTILIZED
I x 1 DURING ALL PHASES OF INSTALLATION AND GRADING. CONTRACTOR IS RESPONSIBLE FOR
CONTACTING LINCOLN COUNTY SOIL AND CONSERVATION DEPARTMENT TO DETERMINE
THE REQUIREMENTS FOR PERMITTING, DEVELOPING AND MAINTAINING AN EFFECTIVE
1 I xl STORM WATER POLLUTION PREVENTION PLAN.
1 /
� 11 N. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND
OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE
I TIME OF PREPARATION OF THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY
(\��---x i
CORRECT. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND BE FULLY � W
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE
TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES, STRUCTURES, ANDmmi LL.
I ---_ OTHER FEATURES AFFECTING HIS WORK. ANYTHING NOT SHOWN ON THESE DRAWINGS
SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND SHALL NOT CONSTITUTE
-- AN EXTRA, UNLESS APPROVED BY THE ENGINEER. 0
• r� � I � � �' � � �_ / � � � � \ � - O. THE CONTRACTOR SHALL CONTACT THE ENGINEER AND LCPW IMMEDIATELY CONCERNING � Q
a
� / I ANY CONFLICTS WITH LCPW UTILITIES/STRUCTURES ARISING DURING CONSTRUCTION OF am J
--
i
ANY FACILITIES SHOWN ON THESE DRAWINGS.
P. TRAFFIC MUST BE MAINTAINED AT ALL TIMES AS PER NORTH CAROLINA COUNTY O
SANITARY SEWER PLAN DEPARTMENT OF TRANSPORTATION (NCDOT). 0
�Q
KW
SCALE: 1 " = 20' Q CONSTRUCTION. OR SHALL NOTIFY UTILITIES UTILIZING THE 811 SERVICE PRIOR TO STARTING `JQ U J Z
R. THE CONTRACTOR SHALL REPLACE ALL PAVEMENT, CURBS, DRIVEWAYS, SIDEWALKS, FENCES, �L
ETC., WITH THE SAME TYPE OF MATERIAL THAT WAS REMOVED DURING CONSTRUCTION OR
AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL RESTORE ALL AREAS AFFECTED BY Q O O 0.
THE CONSTRUCTION TO ITS ORIGINAL CONDITION, OR BETTER.
d
S. WITHIN THE NCDOT RIGHT-OF-WAY, ALL DISTURBED AREAS SHALL RECEIVE GRASSING j >-
t/1
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_ -_ \ \\ \\\\ \ \ \
1 I
o Ico
_ _ Lo
� \ \
B A3 \ 4
r
-- I
CO- CO- i \ \
CO -3
3 B -A2 \ \
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cr Tai
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---- ------
10
77 - - - - - 77 778 \
Il -
-77 770- _ \ \
_ '63 76 76 / 7 5.., \ - _
- 763 �\\ �
o \
� y � OS -BOUT I I I I I � L� I FES -A
�
III\ y
{ 1762 1 \ \
1
\ \ 765 1
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\ A - /
_ w
760 - --
- _ --
m
A S - - -�
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\V V A \� \ �A - ---_7� �� -
756- _ - - _ -
FES-SOUT - - -- - - - -- --��
\ \ - A
V - - 750, _ - �'/- -- - - - -- - - -
SCALE: 1 - 30 - -- -- - - -- -- - \ \ -
I tuu
1tUU
STORM DRAINAGE STRUCTURE TABLE
CD
Z
Lu
Lu
Z
Z
Lu
M CN
oCN�
N�
U w
ZV)
-Z
w Lu 0)
Oce J
J < w
C c
Q
= u -
U Q �
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0 J
JO 0
m �
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3+25 755
STRUCTURE NAME:
VERTICAL
SCALE: 1 " = 3'
PIPES OUT
O
o
GRATE: 778.30
J J
CB -A1
HORIZONTAL
SCALE: 1 " = 30'
TO FES -A, 30" RCP INV OUT: 763.28 @ 0.50%
W
Z
INV IN: 763.78
FROM CB -A1.2, 24" RCP INV IN: 763.78 @ 3.91 %
2
7 L
INV OUT: 763.28
o W
a
v
CB Al 1
GRATE: 778.80
0
TO CB -A1, 18" RCP INV OUT: 769.28 @ 5.00%
V
V Vad
a
GRATE: 779.16
O
N 00
FROM CB -A1.3, 15" RCP INV IN: 769.42 @ 0.50%
TO CB -A1, 24" RCP INV OUT: 768.67 @ 3.91%
INV IN: 773.48
FROM CB -A2, 24" RCP INV IN: 773.48 @ 5.00%
CO'), 00 M
.1.1 00
INV OUT: 768.67
GRATE: 776.56
N N
00 00
H 10 N
CL
INV IN: 769.97
FROM CB -A1.4, 15" RCP INV IN: 769.97 @ 0.50%
TO CB -A1.2, 15" RCP INV OUT: 769.87 @ 0.50%
N N M
N H
CL ce
CB -A1.4
GRATE: 773.77
TO CB -A1.3, 15" RCP INV OUT: 770.33 @ 0.50%
.. 10��
0 Z Z 0
a�»>
oVe^
Lo
GRATE: 783.08
C9ZZ0
V �ZZZ
.p^�
FROM CB -A3, 18" RCP INV IN: 777.91 @ 0.50%
TO CB -A1.2, 24" RCP INV OUT: 777.41 @ 5.00%
m
>>>
o,0
GRATE: 783.12
v
Z Z Z
FROM CB -A4, 18" RCP INV IN: 778.38 @ 0.50%
F 1
INV OUT: 778.28
CB -A4
GRATE: 783.27
a
cl
TO CB -A3, 18" RCP INV OUT: 779.00 @ 0.50%
INV OUT: 779.00
PROPOSED GRADE
Q 0 Z O
CO -1
INV IN: 778.31
FROM CO -2,12" HDPE INV IN: 778.31 @ 0.50%
TO 16" HDPE INV OUT: 777.98 @ 3.00%
Lo
INV IN: 778.31
FROM CO -3,12" HDPE INV IN: 778.31 @ 0.50%
,
INV OUT: 777.98
CO -2
TOP: 782.75
TO CO -1, 12" HDPE INV OUT: 778.50 @ 0.50%
(ROOF DRAINS)
INV OUT: 778.50
CO -3
Cj M
TO CO -1, 12" HDPE INV OUT: 778.47 @ 0.50%
(ROOF DRAINS)
INV OUT: 778.47
FES -A
INV: 763.00
/ Cl
� O
FES -NORTH
INV: 740.00
FROM OS -NORTH, 18" RCP INV IN: 740.00 @ 0.50%
FES -SOUTH
INV: 759.26
FROM OS -SOUTH, 24" RCP INV IN: 759.26 @ 0.50%
Lu
OS -NORTH
TOP: 745.00
TO FES -NORTH, 18" RCP INV OUT: 740.18 @ 0.50%
INV OUT: 740.18
OS -SOUTH
TOP: 765.50
TO FES -SOUTH, 24" RCP INV OUT: 759.00 @ 0.50%
INV OUT: 759.00
EXISTING GRADE
v -�, Z
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\
-
15" RCP @ 0.500o
15' RCP @ 0.50%
72.03 LF
s.9 °
@
ROQ
90.56 LF
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0+25 0+50 0+75
1 1+25 1+50 1+75
2+25 2+50 2+75
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B A3 \ 4
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CO- CO- i \ \
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3 B -A2 \ \
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77 - - - - - 77 778 \
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-77 770- _ \ \
_ '63 76 76 / 7 5.., \ - _
- 763 �\\ �
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� y � OS -BOUT I I I I I � L� I FES -A
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- _ --
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\V V A \� \ �A - ---_7� �� -
756- _ - - _ -
FES-SOUT - - -- - - - -- --��
\ \ - A
V - - 750, _ - �'/- -- - - - -- - - -
SCALE: 1 - 30 - -- -- - - -- -- - \ \ -
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STORM DRAINAGE STRUCTURE TABLE
CD
Z
Lu
Lu
Z
Z
Lu
M CN
oCN�
N�
U w
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w Lu 0)
Oce J
J < w
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STRUCTURE NAME:
DETAILS:
PIPES IN:
PIPES OUT
O
o
GRATE: 778.30
J J
CB -A1
INV IN: 764.28
FROM CB -A1.1, 18" RCP INV IN: 764.28 @ 5.00%
TO FES -A, 30" RCP INV OUT: 763.28 @ 0.50%
W
Z
INV IN: 763.78
FROM CB -A1.2, 24" RCP INV IN: 763.78 @ 3.91 %
2
7 L
INV OUT: 763.28
o W
Lu
CB Al 1
GRATE: 778.80
0
TO CB -A1, 18" RCP INV OUT: 769.28 @ 5.00%
V
INV OUT: 769.28
a
GRATE: 779.16
CB Al 2
INV IN: 769.42
FROM CB -A1.3, 15" RCP INV IN: 769.42 @ 0.50%
TO CB -A1, 24" RCP INV OUT: 768.67 @ 3.91%
INV IN: 773.48
FROM CB -A2, 24" RCP INV IN: 773.48 @ 5.00%
INV OUT: 768.67
GRATE: 776.56
CB -A1.3
INV IN: 769.97
FROM CB -A1.4, 15" RCP INV IN: 769.97 @ 0.50%
TO CB -A1.2, 15" RCP INV OUT: 769.87 @ 0.50%
INV OUT: 769.87
CB -A1.4
GRATE: 773.77
TO CB -A1.3, 15" RCP INV OUT: 770.33 @ 0.50%
INV OUT: 770.33
GRATE: 783.08
CB -A2
INV IN: 777.91
FROM CB -A3, 18" RCP INV IN: 777.91 @ 0.50%
TO CB -A1.2, 24" RCP INV OUT: 777.41 @ 5.00%
INV OUT: 777.41
GRATE: 783.12
CB -A3
INV IN: 778.38
FROM CB -A4, 18" RCP INV IN: 778.38 @ 0.50%
TO CB -A2, 18" RCP INV OUT: 778.28 @ 0.50%
INV OUT: 778.28
CB -A4
GRATE: 783.27
TO CB -A3, 18" RCP INV OUT: 779.00 @ 0.50%
INV OUT: 779.00
TOP: 782.75
CO -1
INV IN: 778.31
FROM CO -2,12" HDPE INV IN: 778.31 @ 0.50%
TO 16" HDPE INV OUT: 777.98 @ 3.00%
(ROOF DRAINS)
INV IN: 778.31
FROM CO -3,12" HDPE INV IN: 778.31 @ 0.50%
,
INV OUT: 777.98
CO -2
TOP: 782.75
TO CO -1, 12" HDPE INV OUT: 778.50 @ 0.50%
(ROOF DRAINS)
INV OUT: 778.50
CO -3
TOP: 782.75
TO CO -1, 12" HDPE INV OUT: 778.47 @ 0.50%
(ROOF DRAINS)
INV OUT: 778.47
FES -A
INV: 763.00
FROM CB -A1, 30" RCP INV IN: 763.00 @ 0.50%
FES -NORTH
INV: 740.00
FROM OS -NORTH, 18" RCP INV IN: 740.00 @ 0.50%
FES -SOUTH
INV: 759.26
FROM OS -SOUTH, 24" RCP INV IN: 759.26 @ 0.50%
OS -NORTH
TOP: 745.00
TO FES -NORTH, 18" RCP INV OUT: 740.18 @ 0.50%
INV OUT: 740.18
OS -SOUTH
TOP: 765.50
TO FES -SOUTH, 24" RCP INV OUT: 759.00 @ 0.50%
INV OUT: 759.00
L;
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Q
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Z
Q
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W
Lu
o W
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m
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T g� N 78
61
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CB -A1.1 N
CB-Al.2
T IM/GRATE: 778.8079.
N xAAA
_ 0 INV OUT: 769.28 18" RCP / INV RN: 769 4T2 157 RC6 " `- ` 0.56 �F
T � � INV IN: 773.48 24" RCP RCP @ p 50%
1 INV OUT: 768.67 24" RCP A5„
\ _ \ 1 18" RCP @ 5.00% 124.98 LF
100.00 LF N 24" RCP @ 3.910%/o ss ss ss ss-
ss ss
-XX\ X �X X X X X X X 11 x X X 5/
- - 11
778 778
775 775 �' CB -A1
RIM/GRATE: 778.30
Lo NV IN: 764.28 18" RCP
INV IN: 763.78 24" RCP =
770 770 M INV OUT: 763.28 30" RCP 770
�601.
\ SSS
�\ \ \ \ \
- \
PEAKED TRASH RACK WITH ANTI
VORTEX PLATE 2:1 SLOPE, WITH
2'x 3' HINGED HATCH ALIGN
WITH STEPS INSIDE SECURE
TOP OF BOX @ ELEV. 765.50 I HATCH WITH CHAIN & LOCK
PRECAST CONCRETE STRUCTURE
TINDALL UV4848 OR EQUAL o
48" X 48" INSIDE DIMENSIONS
(MIN. 6" WALL THICKNESS) I DRAINAGE STRUCTURE STEPS
(TYPICAL)
I
I �
18" x 2" SLOTTED WEIR ( \
@ ELEV. 764.50
I LQ i
01
INV. OF 24 RCP OUTLET
@ ELEV. 759.00 /
�S�OF AI,
TOP OF BOX ELEV: 765.50
18" x 2" SLOTTED WEIR
@ ELEV. 764.50
5' x 5'x 21 " CONCRETE
ANTI -FLOATATION BLOCK
OUTLET STRUCTURE
NOT TO SCALE
STEPS @ V-2" O/C
ALIGN W/ OPENING
18" x 2" SLOTTED WEIR
@ ELEV. 764.50
24" RCP OUTLET PIPE
INV. ELEV. 759.00
RCP OUTLET PIPE
.EV: 759.00
'ATER TIGHT BOOT TO SEAL
JILI PIPE CONNECTION ASTM C923
NOT TO SCALE (LINKSEAL OR APPROVED
EQUIVALENT )
OS -SOUTH
TYPICAL DETAIL
NOT TO SCALE
765 765
763 763
8'
III II II :-�
OS -SOUTH
TOP: 765.5 I II I I I I II I I INV IN: 763.00 30" RCP -
INV OUT: 759.00 24 RCP III IIII i 18'-� 1b�
/�� 11111 11111 6?
11"THICK RIPRAP I b1/
(AS SHOWN)
III I Dso = 5"
11111 � � 11111 2
III ( 11111
II II II II 762
�II,II I .1b /
------------
TOP OF SPILLWAY
-750-
TOP OF DAM
767
@ ELEV. 767.00
@ ELEV. 766.00
INSTALL 8" D50 RIPRAP OVEI
DIRECTION OF ENTIRE WIDTH OF SPILLWAY
FLOW
3 3
,�I�III i111�1
- I
SECTION THROUGH SPILLWAY
NOT TO SCALE
TOP OF SPILLWAY
@ ELEV. 766.00
3:1 25' 3:1
NOT TO SCALE
EMERGENCY SPILL
NOT TO SCALE
FRONT ELEVATION
NOT TO SCALE
J
765-
767 FES -SOUTH
INV IN: 758.76 24" RCP
755-
TOP OF DAM
@ ELEV. 767.00
1 1" THICK RIPRAP
(AS SHOWN)
D50 = 5"
2
CLEANOUT
12" ABOVE FILTER MEDIA
(TYPICAL AT ALL BENDS/JUNCTIONS)
TOP OF FILTER MEDIA
ELEV: 761.75
0
V h
00
r U
14'_1
25'
h�
-765
EMERGENCY SPILLWAY
= CLASS B RIPRAP 1
7 Q INV.: 766.00
INSTALL #3 OR #4 CRUSHED STONE
OVER FILTER MEDIA CLEANOUT
1 2" ABOVE FILTER MEDIA
(TOP OF STONE = 762.00) (TYPICAL AT ALL BENDS/JUNCTIONS)
3 OF STONE OVER FILTER MEDIA_
18" (MIN.) COURSE MASONRY SAND
(ASTM C33)
== -= r -
BOTTOM OF FILTER MEDIA/
--------- -
----------------
- - MIN. 6 GRAVEL COVER OVER P
TOP OF GRAVEL - -- --
-
---------------------
----------------
4" SOLID WALL PVC PIPE ---
---------------------------
______---- - PERFORATED 4" DIA. UNDERDRAIN PIPE
TO OS -SOUTH (SCH. 40 PVC OR DOUBLE WALL HDPE.
INV. OF 4" PERF. PVC AT CLEANOUT "
PERFORATIONS SHOULD BE" SPACED 3
ELEV: 759.25 _SAND FILTER SPACED 90° APART)
ON -CENTER ALONG 4 LONGITUDINAL ROWS
FILTER FABRIC AROUND
UNDERDRAIN GRAVEL BED
ELEVATIONS
NOT TO SCALE
770
FOREBAY (EAST)
SAND FILTER
ELEV
770
ELEV
RIPRAP BERM
ELEV
AREA (SF)
762
863
FACED WITH #57 WASHED STONE
TOP OF OS -SOUTH-
TOP OF DAM
1,500
763
(2:1 SIDE SLOPES)
ELEV: 765.50
ELEV: 767.00
762
3,041
764
(SEE DETAIL)
764
6,445
763
3,639
765
EMERGENCY SPILLWAY
765
7,529
764
4,285
ELEV: 766.00
u
28,021
5. ANY SEDIMENT LADEN WATER WITHIN THE SEDIMENT BASIN SHALL BE DRAWN DOWN BY USE OF PUMPS AND
765
4,967
767
DEBRIS CLEANOUT
31,037
765
PARKING LOT & STREET SWEEPING Q
EROSION
EROSION CONTROL MEASURES AND PERMANENTLY STABILIZED WITH PERMANENT SEEDING.
'��
W
765
1. ALL SLOPES DRAINING TO SAND FILTER AREAS SHALL BE STABILIZED PER THE NORTH
AREAS
CAROLINA STATE EROSION CONTROL SEDIMENT CONTROL PLANNING & DESIGN MANUAL
BEFORE MEDIA IS PLACED.
SEDIMENT LEVEL IN CHAMBER (PUMP
2. DRAINAGE AREA MUST BE STABILIZED BEFORE FILTRATION CONTROLS & FILTER MEDIA ARE
YEARLY OR WHEN 50% FULL)
INSTALLED. ANY SILT THAT ENTERS THE FACILITY SHALL BE REMOVED BY THE CONTRACTOR
I M
AND DISPOSED OF OFFSITE.
CONDITION OF MEDIA (SKIM
3. THE STORM WATER DETENTION BASINS /WATER QUALITY BMP'S, AND STORM DRAINAGE
ANNUALLY, REPLACE AS NECESSARY)
SYSTEM SHALL BE BUILT TO THE GRADES AND INVERTS SHOWN ON THE PLAN. THE
M
`��
CONTRACTOR SHALL PROVIDE & SUBMIT AS-BUILTS OF STORM DRAINAGE & STORM WATER
762
DETENTION POND (SEALED BY NCPLS) TO THE ENGINEER PRIOR TO THE ISSUANCE OF A
CONDITION OF INLETS AND GRATES
CERTIFICATE OF OCCUPANCY BY THE TOWN.
M
762
INSPECTION OF ALL VALVES, ETC. Y
DEWATERING
CONSTRUCTION IS IN COMPLIANCE WITH THE PLANS. THE ENGINEER SHALL BE
STRUCTURAL INTEGRITY
EVIDENCE OF STRUCTURAL DAMAGE
COMPENSATED FOR ANY FURTHER ANALYSIS NECESSARY DUE TO CONSTRUCTION AND/OR
MAPPING NOT IN ACCORDANCE WITH THESE PLANS.
Y
5. CONTRACTOR SHALL PROVIDE SAMPLES OF MEDIA TO BE USED WITHIN THE SAND FILTER TO
OVERALL FUNCTIONALITY
EVIDENCE OF ODORS
INSPECTOR FOR APPROVAL PRIOR TO CONSTRUCTION. SUBMITTAL SHALL INCLUDE SIEVE
M
ANALYSIS, INFILTRATION RATES & PLACEMENT INSTRUCTIONS.
760
M
6. PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR ALL NON-STANDARD DRAINAGE
MISCELLANEOUS
STRUCTURES & UNDERGROUND DETENTION SYSTEMS AND OUTLET RESTRICTION DEVICES
760
12" MIN UNDERDRAIN GRAVEL BED
(#57 WASHED STONE)
FILTER FABRIC AROUND-
UNDERDRAIN GRAVEL BED
- 4" SOLID WALL PVC PIPE
-
PERFORATED 4" DIA. UNDERDRAIN PIPE
TO OUTLET STRUCTURE
(SCH. 40 PVC OR DOUBLE WALL HDPE.-
COURSE MASONRY SAND
PERFORATIONS SHOULD BE 8" SPACED 3"
ASTM C33 (18" MIN.)
755
ON -CENTER ALONG 4 LONGITUDINAL ROWS
755
SPACED 90° APART)
SAND FILTER
TYPICAL CROSS SECTION
NOT TO SCALE
2' -2'
-{12"f-
c
N ° a
a � a
BARREL as a a
a-
N -
I 11-1 � _
NOTES:
USE SIDE WALLS AND BOTTOM OF TRENCH AS FORM COMPACT
OVER -EXCAVATION TO 95% DENSITY (PER ASTM D-698) CONCRETE
SHALL BE 3,000 -PSI
CONCRETE ANTI -SEEP COLLARS
TYPICAL SECTION
NOT TO SCALE
PERMEABLE NON -WOVEN FILTER FABRIC
ABOVE, BELOW AND SIDES OF
SAND AND GRAVEL LAYER
OF STONE OVER FILTER MEDIA
SAND MEDIA PERFORATED 4" 0
UNDERDRAIN
f0.5% SLOPE
12" MIN. UNDERDRAIN GRAVEL BED
(#57 WASHED STONE)
INCREASE THICKNESS FOR SLOPE
OF PIPE
UNDERDRAIN
TYPICAL CROSS-SECTION
NOT TO SCALE
SHWT NOTE:
NO SEASONAL HIGH WATER TABLE OR GROUNDWATER WAS EVIDENCED AT A
DEPTH OF 10- BGS (APPROX. 755.00).
N
O � d�
N �
Z
Z Z
LU w
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OJ
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SCALE: 1 " = 20'
_ -
\ -
-----
\ \ ---- -
- _ / \
T
m �
Z
i Z
0 W
Q V v
BMP STAGE / AREA TABLE 3 I ",
TOP OF FILTER MEDIA
ELEV: 761.75
BOTTOM OF FILTER MEDIA/
TOP OF GRAVEL
ELEV: 760.25
FOREBAY (WEST)
FOREBAY (EAST)
SAND FILTER
ELEV
AREA (SF)
ELEV
AREA (SF)
ELEV
AREA (SF)
762
863
762
2,023
761.75
1,500
763
7,339
763
5,432
762
3,041
764
10,914
764
6,445
763
3,639
765
12,540
765
7,529
764
4,285
766
u
28,021
5. ANY SEDIMENT LADEN WATER WITHIN THE SEDIMENT BASIN SHALL BE DRAWN DOWN BY USE OF PUMPS AND
765
4,967
767
DEBRIS CLEANOUT
31,037
6. ALL SEDIMENT REMOVED SHALL BE PLACED IN A DESIGNATED SPOIL PILE AND ADEQUATELY PROTECTED WITH
PARKING LOT & STREET SWEEPING Q
EROSION
INSTALL #3 OR #4 CRUSHED STONE
OVER FILTER MEDIA
(TOP OF STONE = 762.00)
O
Q
O
O
a
SEDIMENT BASIN CONVERSION NOTES
J
�
L u
Z
('
U -
O
ca
0
J
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N
a -
ANY SEDIMENT THAT ACCUMULATES WITHIN THE POND SHALL BE REMOVED AND THE FINAL GRADE REESTABLISHED
TO THE PROPOSED CONTOURS SHOWN.
COMMENTS/ACTIONS REQUIRED
<
Z
-I
0
v>
BASINS. THIS CONVERSION SHOULD BE COMPLETED AFTER THE ENTIRE DRAINAGE AREA IS STABILIZED AND
N V
N W
O
a
Z =
O
CONTOURS TO THOSE SHOWN ON THE PLAN AND INSTALLING FILTER MEDIA/UNDERDRAIN PIPING.
u
5. ANY SEDIMENT LADEN WATER WITHIN THE SEDIMENT BASIN SHALL BE DRAWN DOWN BY USE OF PUMPS AND
�Z
DISCHARGES THROUGH A'BLADDER' TYPE SYSTEM OR DISPOSED OF OFFSITE IN AN APPROVED SYSTEM.
DEBRIS CLEANOUT
CLEAR OF TRASH & DEBRIS M
6. ALL SEDIMENT REMOVED SHALL BE PLACED IN A DESIGNATED SPOIL PILE AND ADEQUATELY PROTECTED WITH
PARKING LOT & STREET SWEEPING Q
EROSION
EROSION CONTROL MEASURES AND PERMANENTLY STABILIZED WITH PERMANENT SEEDING.
W
INSTALL #3 OR #4 CRUSHED STONE
OVER FILTER MEDIA
(TOP OF STONE = 762.00)
O
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SEDIMENT BASIN CONVERSION NOTES
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1 . ALL AREAS ABOVE THE PERMANENT POOL SHALL BE PREPARED & SEEDED TO PERMANENT GROUND COVER
SPECFICATIONS.
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2. THE PERMANENT SAND FILTER SHALL NOT BE CONSTRUCTED UNTIL THE CONTRIBUTING DRAINAGE AREA IS STABILIZED.
MAINTENANCE ITEM
a -
ANY SEDIMENT THAT ACCUMULATES WITHIN THE POND SHALL BE REMOVED AND THE FINAL GRADE REESTABLISHED
TO THE PROPOSED CONTOURS SHOWN.
COMMENTS/ACTIONS REQUIRED
O
3. THE PROPOSED STORMWATER MANAGEMENT BMP IS TO BE CONVERTED FROM SEDIMENT AND EROSION CONTROL
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BASINS. THIS CONVERSION SHOULD BE COMPLETED AFTER THE ENTIRE DRAINAGE AREA IS STABILIZED AND
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APPROVAL GIVEN FOR THE LOCAL & STATE AUTHORITY.
A. THE CONVERSION TO A PERMANENT STORMWATER BMP SHALL BE ACCOMPLISHED BY REGRADING THE BASIN
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CONTOURS TO THOSE SHOWN ON THE PLAN AND INSTALLING FILTER MEDIA/UNDERDRAIN PIPING.
5. ANY SEDIMENT LADEN WATER WITHIN THE SEDIMENT BASIN SHALL BE DRAWN DOWN BY USE OF PUMPS AND
DISCHARGES THROUGH A'BLADDER' TYPE SYSTEM OR DISPOSED OF OFFSITE IN AN APPROVED SYSTEM.
DEBRIS CLEANOUT
CLEAR OF TRASH & DEBRIS M
6. ALL SEDIMENT REMOVED SHALL BE PLACED IN A DESIGNATED SPOIL PILE AND ADEQUATELY PROTECTED WITH
PARKING LOT & STREET SWEEPING Q
EROSION
EROSION CONTROL MEASURES AND PERMANENTLY STABILIZED WITH PERMANENT SEEDING.
SAND FILTER NOTES
BANKS OR CONTRIBUTING DRAINAGE
1. ALL SLOPES DRAINING TO SAND FILTER AREAS SHALL BE STABILIZED PER THE NORTH
AREAS
CAROLINA STATE EROSION CONTROL SEDIMENT CONTROL PLANNING & DESIGN MANUAL
BEFORE MEDIA IS PLACED.
SEDIMENT LEVEL IN CHAMBER (PUMP
2. DRAINAGE AREA MUST BE STABILIZED BEFORE FILTRATION CONTROLS & FILTER MEDIA ARE
YEARLY OR WHEN 50% FULL)
INSTALLED. ANY SILT THAT ENTERS THE FACILITY SHALL BE REMOVED BY THE CONTRACTOR
I M
AND DISPOSED OF OFFSITE.
CONDITION OF MEDIA (SKIM
3. THE STORM WATER DETENTION BASINS /WATER QUALITY BMP'S, AND STORM DRAINAGE
ANNUALLY, REPLACE AS NECESSARY)
SYSTEM SHALL BE BUILT TO THE GRADES AND INVERTS SHOWN ON THE PLAN. THE
M
CONTRACTOR SHALL PROVIDE & SUBMIT AS-BUILTS OF STORM DRAINAGE & STORM WATER
CONDITION OF OUTLET
DETENTION POND (SEALED BY NCPLS) TO THE ENGINEER PRIOR TO THE ISSUANCE OF A
CONDITION OF INLETS AND GRATES
CERTIFICATE OF OCCUPANCY BY THE TOWN.
M
4. CONTRACTOR SHALL COMPARE AS-BUILTS TO DESIGN DRAWINGS TO ENSURE
INSPECTION OF ALL VALVES, ETC. Y
DEWATERING
CONSTRUCTION IS IN COMPLIANCE WITH THE PLANS. THE ENGINEER SHALL BE
STRUCTURAL INTEGRITY
EVIDENCE OF STRUCTURAL DAMAGE
COMPENSATED FOR ANY FURTHER ANALYSIS NECESSARY DUE TO CONSTRUCTION AND/OR
MAPPING NOT IN ACCORDANCE WITH THESE PLANS.
Y
5. CONTRACTOR SHALL PROVIDE SAMPLES OF MEDIA TO BE USED WITHIN THE SAND FILTER TO
OVERALL FUNCTIONALITY
EVIDENCE OF ODORS
INSPECTOR FOR APPROVAL PRIOR TO CONSTRUCTION. SUBMITTAL SHALL INCLUDE SIEVE
M
ANALYSIS, INFILTRATION RATES & PLACEMENT INSTRUCTIONS.
M
6. PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR ALL NON-STANDARD DRAINAGE
MISCELLANEOUS
STRUCTURES & UNDERGROUND DETENTION SYSTEMS AND OUTLET RESTRICTION DEVICES
MUST BE FURNISHED TO THE CITY FOR APPROVAL.
BMP MAINTENANCE CHECKLIST
INSTALL #3 OR #4 CRUSHED STONE
OVER FILTER MEDIA
(TOP OF STONE = 762.00)
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DEBRIS CLEANOUT
CLEAR OF TRASH & DEBRIS M
STREET SWEEPING
PARKING LOT & STREET SWEEPING Q
EROSION
EVIDENCE OF SOIL EROSION ON
BANKS OR CONTRIBUTING DRAINAGE
M
AREAS
SEDIMENTATION CHAMBER
SEDIMENT LEVEL IN CHAMBER (PUMP
YEARLY OR WHEN 50% FULL)
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SAND MEDIA
CONDITION OF MEDIA (SKIM
ANNUALLY, REPLACE AS NECESSARY)
M
OUTLET/INLET
CONDITION OF OUTLET
M
CONDITION OF INLETS AND GRATES
M
MECHANICAL DEVICES
INSPECTION OF ALL VALVES, ETC. Y
DEWATERING
EVIDENCE OF FILTER CLOGGING M
STRUCTURAL INTEGRITY
EVIDENCE OF STRUCTURAL DAMAGE
(LEAKS, CRACKS, ETC.)
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OVERALL FUNCTIONALITY
EVIDENCE OF ODORS
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EVIDENCE OF BYPASS
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VERTICAL SCALE: 1 " = 3'
HORIZONTAL SCALE: 1 " = 30'
780.
770.(
760.(
750.(
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780
740. 0 11
-0+25 0+00
TOP OF BOX @ ELEV. 745.00
1 tL
PRECAST CONCRETE STRUCTURE
TINDALL UV4848 OR EQUAL o
48" X 48" INSIDE DIMENSIONS i
(MIN. 6" WALL THICKNESS) I
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18" x 3" SLOTTED WEIR
rar ELEV. 743.00
INV. OF 18" RCP OUTLET
@ ELEV. 740.18
TOP OF BOX ELEV: 745.00
18" x 3" SLOTTED WEIR
@ ELEV. 743.00
5' x 5'x 21 " CONCRETE
ANTI -FLOATATION BLOCK
DETAILS:
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AREA (SF)
RIMDI-B2
743
TO JB -Bl, 18" RCP INV OUT: 760.02 @ 15.00%
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INV OUT:
INV OUT: 760.02
7 0.02
3,156
743 824
FES -B
c.iN
FROM JB -B1, 18" RCP INV IN: 743.00 @ 5.00%
7464,691
4" SOLID WALL PVC PIPE - - - - - - ---- PERFORATED 4" DIA. UNDERDRAIN PIPE SEDIMENT BASIN CONVERSION NOTES
TOP OF DAM --------------------------- - ,' - --
TO OS NORTH (SCH. 40 PVC OR DOUBLE WALL HDPE.
@ELEV 747 00 INV. OF 4 PERF. PVC AT CLEANOUT 3.1 "
INV IN: 743.00
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1 7,846
746 1 2,000
RIM/GRATE: 757.50
CONTOURS TO THOSE SHOWN ON THE PLAN AND INSTALLING FILTER MEDIA/UNDERDRAIN PIPING.
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JB -B1
INV IN: 750.00
FROM DI -B2, 18" RCP INV IN: 750.00 @ 15.00%
TO FES -B, 18" RCP INV OUT: 745.50 @ 5.00%
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INV OUT: 745.50
5. ANY SEDIMENT LADEN WATER WITHIN THE SEDIMENT BASIN SHALL BE DRAWN DOWN BY USE OF PUMPS AND
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CLEAR OF TRASH & DEBRIS M
STREET SWEEPING
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EROSION
EVIDENCE OF SOIL EROSION ON
6. ALL SEDIMENT REMOVED SHALL BE PLACED IN A DESIGNATED SPOIL PILE AND ADEQUATELY PROTECTED WITH
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BANKS OR CONTRIBUTING DRAINAGE
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AREAS
EROSION CONTROL MEASURES AND PERMANENTLY STABILIZED WITH PERMANENT SEEDING.
@ ELEV. 746.00
SEDIMENTATION CHAMBER
11-
YEARLY OR WHEN 50% FULL)
3:11\ 15' 3:1 TOP OF DAM -
SAND MEDIA
CONDITION OF MEDIA (SKIM
SAND FILTER NOTES
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@ ELEV. 747.00
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OUTLET/INLET
CONDITION OF OUTLET
M
CONDITION OF INLETS AND GRATES
750
RIPRAP BERM
MECHANICAL DEVICES
V
DEWATERING
EVIDENCE OF FILTER CLOGGING M
STRUCTURAL INTEGRITY
EVIDENCE OF STRUCTURAL DAMAGE
FACED WITH #57 WASHED STONE
02 /
1. ALL SLOPES DRAINING TO SAND FILTER AREAS SHALL BE STABILIZED PER THE NORTH
Y
OVERALL FUNCTIONALITY
(2:1 SIDE SLOPES)
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CAROLINA STATE EROSION CONTROL SEDIMENT CONTROL PLANNING & DESIGN MANUAL
I I I I
MISCELLANEOUS
TOP OF DAM
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BEFORE MEDIA IS PLACED.
-TOP
OF OS -NORTH-
ELEV: 747.00
Low
2. DRAINAGE AREA MUST BE STABILIZED BEFORE FILTRATION CONTROLS & FILTER MEDIA ARE
ELEV: 745.00
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INSTALLED. ANY SILT THAT ENTERS THE FACILITY SHALL BE REMOVED BY THE CONTRACTOR
EMERGENCY SPILLWAY ELEVATION
(SEE DETAILY
AND DISPOSED OF OFFSITE.
3. THE STORM WATER DETENTION BASINS WATER QUALITY BMP'S, AND STORM DRAINAGE
NOT TO SCALE
EMERGENCY SPILLWAY
SYSTEM SHALL BE BUILT TO THE GRADES AND INVERTS SHOWN ON THE PLAN. THE
ELEV: 746.00
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CONTRACTOR SHALL PROVIDE & SUBMIT AS-BUILTS OF STORM DRAINAGE & STORM WATER
745
745
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CERTIFICATE OF OCCUPANCY BY THE TOWN.
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4. CONTRACTOR SHALL COMPARE AS-BUILTS TO DESIGN DRAWINGS TO ENSURE
CONSTRUCTION IS IN COMPLIANCE WITH THE PLANS. THE ENGINEER SHALL BE
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off°
743
1h
743
COMPENSATED FOR ANY FURTHER ANALYSIS NECESSARY DUE TO CONSTRUCTION AND/OR
MAPPING NOT IN ACCORDANCE WITH THESE PLANS.
NOT TO SCALE
^
5. CONTRACTOR SHALL PROVIDE SAMPLES OF MEDIA TO BE USED WITHIN THE SAND FILTER TO
INSPECTOR FOR APPROVAL PRIOR TO CONSTRUCTION. SUBMITTAL SHALL INCLUDE SIEVE
2
1cb
ANALYSIS, INFILTRATION RATES & PLACEMENT INSTRUCTIONS.
bb.
6. PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR ALL NON-STANDARD DRAINAGE
740
12" MIN UNDERDRAIN GRAVEL BED
11--
740
STRUCTURES & UNDERGROUND DETENTION SYSTEMS AND OUTLET RESTRICTION DEVICES
(#57 WASHED STONE)
0010
MUST BE FURNISHED TO THE CITY FOR APPROVAL.
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FILTER FABRIC AROUND-
-
UNDERDRAIN GRAVEL BED
- 4" SOLID WALL PVC PIPE
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MP MAINTENANCE CHECKLIST
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1+25
740. 0 11
-0+25 0+00
TOP OF BOX @ ELEV. 745.00
1 tL
PRECAST CONCRETE STRUCTURE
TINDALL UV4848 OR EQUAL o
48" X 48" INSIDE DIMENSIONS i
(MIN. 6" WALL THICKNESS) I
I
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I
18" x 3" SLOTTED WEIR
rar ELEV. 743.00
INV. OF 18" RCP OUTLET
@ ELEV. 740.18
TOP OF BOX ELEV: 745.00
18" x 3" SLOTTED WEIR
@ ELEV. 743.00
5' x 5'x 21 " CONCRETE
ANTI -FLOATATION BLOCK
770
m
750
4ri
-
------ STORM DRAINAGE STRUCTURE TABLE
\ \ /
-
EMERGENCY SPILLWAY
CLASS B RIPRAP 11"THICK RIPRAP �� A
\ \
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- INV.: 746.00 (AS SHOWN) _
-- _ ` D50-511 \
STRUCTURE NAME:
DETAILS:
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PIPES OUT
AREA (SF)
RIMDI-B2
743
TO JB -Bl, 18" RCP INV OUT: 760.02 @ 15.00%
742.75 412
INV OUT:
INV OUT: 760.02
7 0.02
3,156
743 824
770
m
750
4ri
-
------ STORM DRAINAGE STRUCTURE TABLE
\ \ /
-
EMERGENCY SPILLWAY
CLASS B RIPRAP 11"THICK RIPRAP �� A
\ \
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- INV.: 746.00 (AS SHOWN) _
-- _ ` D50-511 \
STRUCTURE NAME:
DETAILS:
PIPES IN:
PIPES OUT
AREA (SF)
RIMDI-B2
743
TO JB -Bl, 18" RCP INV OUT: 760.02 @ 15.00%
742.75 412
INV OUT:
INV OUT: 760.02
7 0.02
3,156
743 824
FES -B
RIM/GRATE: 744.71
FROM JB -B1, 18" RCP INV IN: 743.00 @ 5.00%
7464,691
4" SOLID WALL PVC PIPE - - - - - - ---- PERFORATED 4" DIA. UNDERDRAIN PIPE SEDIMENT BASIN CONVERSION NOTES
TOP OF DAM --------------------------- - ,' - --
TO OS NORTH (SCH. 40 PVC OR DOUBLE WALL HDPE.
@ELEV 747 00 INV. OF 4 PERF. PVC AT CLEANOUT 3.1 "
INV IN: 743.00
747
1 7,846
746 1 2,000
RIM/GRATE: 757.50
CONTOURS TO THOSE SHOWN ON THE PLAN AND INSTALLING FILTER MEDIA/UNDERDRAIN PIPING.
JB -B1
INV IN: 750.00
FROM DI -B2, 18" RCP INV IN: 750.00 @ 15.00%
TO FES -B, 18" RCP INV OUT: 745.50 @ 5.00%
INV OUT: 745.50
5. ANY SEDIMENT LADEN WATER WITHIN THE SEDIMENT BASIN SHALL BE DRAWN DOWN BY USE OF PUMPS AND
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INV IN: 743.00 18" RCP I 045345
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SCALE: 1 " = 20'
JB -B1 -�
/ RIM/GRATE: 757.50
INV IN: 750.00 18" RCP
INV OUT: 745.50 18" RCP `SS `%►
.........................
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758
760 S
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RIM GRATE: 773
INV OUT: 760.02 18" RCP ll�I , l \ i� \ \ Z
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BMP STAGE / J ",INSTALL TABLE ,
INSTALL #3 OR #4 CRUSHED STONE � H �
CLEANOUT OVER FILTER MEDIA CLEANOUT
12" ABOVE FILTER MEDIA (TOP OF STONE = 743.00) 12" ABOVE FILTER MEDIA
(TYPICAL AT ALL BENDS/JUNCTIONS) (TYPICAL AT ALL BENDS/JUNCTIONS)
TOP OF FILTER MEDIA \ O� �� �� � �� 3" OF STONE OVER FILTER MEDIA_ _ _ _ _ TOP OF FILTER MEDIA
ELEV: 742.75 \ \ \ \ \ U ELEV: 742.75
18" (MIN.) COURSE MASONRY SAND
(ASTM C33) BOTTOM OF FILTER MEDIA/
- TOP OF GRAVEL
@ ELEV: 740.25 PERFORATIONS SHOULD BE g SPACED 3
ELEV. 746.00 1 . ALL AREAS ABOVE THE PERMANENT POOL SHALL BE PREPARED &SEEDED TO PERMANENT GROUND COVER
INSTALL 8" D50 RIPRAP OVER SAND FILTER ON -CENTER ALONG 4 LONGITUDINAL ROWS SPECFICATIONS.
DIRECTION OF ENTIRE WIDTH OF SPILLWAY FILTER FABRIC AROUND SPACED 90° APART) 2. THE PERMANENT SAND FILTER SHALL NOT BE CONSTRUCTED UNTIL THE CONTRIBUTING DRAINAGE AREA IS STABILIZED.
FLOW UNDERDRAIN GRAVEL BED ANY SEDIMENT THAT ACCUMULATES WITHIN THE POND SHALL BE REMOVED AND THE FINAL GRADE REESTABLISHED
3 3 ELEVATIONS TO THE PROPOSED CONTOURS SHOWN.
DRAINAGE STRUCTURE STEPS 3. THE PROPOSED STORMWATER MANAGEMENT BMP IS TO BE CONVERTED FROM SEDIMENT AND EROSION CONTROL O
(TYPICAL) NOT TO SCALE
TYPICAL 1 1 BASINS. THIS CONVERSION SHOULD BE COMPLETED AFTER THE ENTIRE DRAINAGE AREA IS STABILIZED AND
I
OUTLET STRUCTURE
NOT TO SCALE
JIVL LLLY/'�IIVIV
NOT TO SCALE
FOREBAY
SAND FILTER
ELEV
AREA (SF)
ELEV AREA (SF)
743
2,466
742.75 412
744
3,156
743 824
745
3,900
744 1,166
7464,691
4" SOLID WALL PVC PIPE - - - - - - ---- PERFORATED 4" DIA. UNDERDRAIN PIPE SEDIMENT BASIN CONVERSION NOTES
TOP OF DAM --------------------------- - ,' - --
TO OS NORTH (SCH. 40 PVC OR DOUBLE WALL HDPE.
@ELEV 747 00 INV. OF 4 PERF. PVC AT CLEANOUT 3.1 "
745 1,559
747
1 7,846
746 1 2,000
@ ELEV: 740.25 PERFORATIONS SHOULD BE g SPACED 3
ELEV. 746.00 1 . ALL AREAS ABOVE THE PERMANENT POOL SHALL BE PREPARED &SEEDED TO PERMANENT GROUND COVER
INSTALL 8" D50 RIPRAP OVER SAND FILTER ON -CENTER ALONG 4 LONGITUDINAL ROWS SPECFICATIONS.
DIRECTION OF ENTIRE WIDTH OF SPILLWAY FILTER FABRIC AROUND SPACED 90° APART) 2. THE PERMANENT SAND FILTER SHALL NOT BE CONSTRUCTED UNTIL THE CONTRIBUTING DRAINAGE AREA IS STABILIZED.
FLOW UNDERDRAIN GRAVEL BED ANY SEDIMENT THAT ACCUMULATES WITHIN THE POND SHALL BE REMOVED AND THE FINAL GRADE REESTABLISHED
3 3 ELEVATIONS TO THE PROPOSED CONTOURS SHOWN.
DRAINAGE STRUCTURE STEPS 3. THE PROPOSED STORMWATER MANAGEMENT BMP IS TO BE CONVERTED FROM SEDIMENT AND EROSION CONTROL O
(TYPICAL) NOT TO SCALE
TYPICAL 1 1 BASINS. THIS CONVERSION SHOULD BE COMPLETED AFTER THE ENTIRE DRAINAGE AREA IS STABILIZED AND
I
OUTLET STRUCTURE
NOT TO SCALE
JIVL LLLY/'�IIVIV
NOT TO SCALE
- - - ---- ELEV: 741.25
Q00
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W
PEAKED TRASH RACK WITH ANTI
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VORTEX PLATE 2:1 SLOPE, WITH
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@ ELEV: 740.25 PERFORATIONS SHOULD BE g SPACED 3
ELEV. 746.00 1 . ALL AREAS ABOVE THE PERMANENT POOL SHALL BE PREPARED &SEEDED TO PERMANENT GROUND COVER
INSTALL 8" D50 RIPRAP OVER SAND FILTER ON -CENTER ALONG 4 LONGITUDINAL ROWS SPECFICATIONS.
DIRECTION OF ENTIRE WIDTH OF SPILLWAY FILTER FABRIC AROUND SPACED 90° APART) 2. THE PERMANENT SAND FILTER SHALL NOT BE CONSTRUCTED UNTIL THE CONTRIBUTING DRAINAGE AREA IS STABILIZED.
FLOW UNDERDRAIN GRAVEL BED ANY SEDIMENT THAT ACCUMULATES WITHIN THE POND SHALL BE REMOVED AND THE FINAL GRADE REESTABLISHED
3 3 ELEVATIONS TO THE PROPOSED CONTOURS SHOWN.
DRAINAGE STRUCTURE STEPS 3. THE PROPOSED STORMWATER MANAGEMENT BMP IS TO BE CONVERTED FROM SEDIMENT AND EROSION CONTROL O
(TYPICAL) NOT TO SCALE
TYPICAL 1 1 BASINS. THIS CONVERSION SHOULD BE COMPLETED AFTER THE ENTIRE DRAINAGE AREA IS STABILIZED AND
I
OUTLET STRUCTURE
NOT TO SCALE
JIVL LLLY/'�IIVIV
NOT TO SCALE
- - - ---- ELEV: 741.25
=
Z
W
PEAKED TRASH RACK WITH ANTI
BOTTOM OF FILTER MEDIA/ - - - - - - - ----------------
- - MIN. 6 GRAVEL COVER OVER PIPE
TOP OF GRAVEL _ _ _ -- - - _ _ _ - - - - -
44
V
VORTEX PLATE 2:1 SLOPE, WITH
ELEV: 741.00 --------------------------- ---
Z
a
2'x 3' HINGED HATCH ALIGN
WITH STEPS INSIDE SECURE
HATCH WITH CHAIN &LOCK TOP OF SPILLWAY
4" SOLID WALL PVC PIPE - - - - - - ---- PERFORATED 4" DIA. UNDERDRAIN PIPE SEDIMENT BASIN CONVERSION NOTES
TOP OF DAM --------------------------- - ,' - --
TO OS NORTH (SCH. 40 PVC OR DOUBLE WALL HDPE.
@ELEV 747 00 INV. OF 4 PERF. PVC AT CLEANOUT 3.1 "
a
J
COMMENTS/ACTIONS REQUIRED
@ ELEV: 740.25 PERFORATIONS SHOULD BE g SPACED 3
ELEV. 746.00 1 . ALL AREAS ABOVE THE PERMANENT POOL SHALL BE PREPARED &SEEDED TO PERMANENT GROUND COVER
INSTALL 8" D50 RIPRAP OVER SAND FILTER ON -CENTER ALONG 4 LONGITUDINAL ROWS SPECFICATIONS.
DIRECTION OF ENTIRE WIDTH OF SPILLWAY FILTER FABRIC AROUND SPACED 90° APART) 2. THE PERMANENT SAND FILTER SHALL NOT BE CONSTRUCTED UNTIL THE CONTRIBUTING DRAINAGE AREA IS STABILIZED.
FLOW UNDERDRAIN GRAVEL BED ANY SEDIMENT THAT ACCUMULATES WITHIN THE POND SHALL BE REMOVED AND THE FINAL GRADE REESTABLISHED
3 3 ELEVATIONS TO THE PROPOSED CONTOURS SHOWN.
DRAINAGE STRUCTURE STEPS 3. THE PROPOSED STORMWATER MANAGEMENT BMP IS TO BE CONVERTED FROM SEDIMENT AND EROSION CONTROL O
(TYPICAL) NOT TO SCALE
TYPICAL 1 1 BASINS. THIS CONVERSION SHOULD BE COMPLETED AFTER THE ENTIRE DRAINAGE AREA IS STABILIZED AND
I
OUTLET STRUCTURE
NOT TO SCALE
JIVL LLLY/'�IIVIV
NOT TO SCALE
STEPS @ l'-2" O/C
ALIGN W/ OPENING
18" x 3" SLOTTED WEIR
@ ELEV. 743.00
18" RCP OUTLET PIPE
INV. ELEV. 740.18
RCP OUTLET PIPE
.EV: 740.18
. 'ATER TIGHT BOOT TO SEAL PIPE
CONNECTION ASTM C923
(LINKSEAL OR APPROVED EQUIVALENT )
OS -NORTH
TYPICAL DETAIL
NOT TO SCALE
FRONT ELEVATION
NOT TO SCALE
PERFORATED 4" DIA. UNDERDRAIN PIPE TO OUTLET STRUCTURE
(SCH. 40 PVC OR DOUBLE WALL HDPE.- COURSE MASONRY SAND
PERFORATIONS SHOULD BE 8" SPACED 3" ASTM C33 (18" MIN.)
735 ON -CENTER ALONG 4 LONGITUDINAL ROWS -
SPACED 90° APART)
SAND FILTER
TYPICAL CROSS SECTION
NOT TO SCALE
2' -2'
-{12"f-
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NOTES:
USE SIDE WALLS AND BOTTOM OF TRENCH AS FORM COMPACT
OVER -EXCAVATION TO 95% DENSITY (PER ASTM D-698) CONCRETE
SHALL BE 3,000 -PSI
CONCRETE ANTI -SEEP COLLARS
TYPICAL SECTION
NOT TO SCALE
OF STONE OVER FILTER MEDIA
SAND MEDIA
PERFORATED 4" 0
UNDERDRAIN
f .0.5% SLOPE
PERMEABLE NON -WOVEN FILTER FABRIC 12" MIN. UNDERDRAIN GRAVEL BED
ABOVE, BELOW AND SIDES OF (#57 WASHED STONE)
SAND AND GRAVEL LAYER INCREASE THICKNESS FOR SLOPE
OF PIPE
UNDERDRAIN
TYPICAL CROSS-SECTION
NOT TO SCALE
SHWT NOTE:
NO SEASONAL HIGH WATER TABLE OR GROUNDWATER WAS EVIDENCED AT A
DEPTH OF 101 BGS (APPROX. 739.00).
735
INSTALL #3 OR #4 CRUSHED STONE
OVER FILTER MEDIA
(TOP OF STONE = 743.00)
w
APPROVAL GIVEN FOR THE LOCAL & STATE AUTHORITY.
V
4. THE CONVERSION TO A PERMANENT STORMWATER BMP SHALL BE ACCOMPLISHED BY REGRADING THE BASIN
MAINTENANCE ITEM
a
a
COMMENTS/ACTIONS REQUIRED
CONTOURS TO THOSE SHOWN ON THE PLAN AND INSTALLING FILTER MEDIA/UNDERDRAIN PIPING.
SECTION THROUGH SPILLWAY
N V
N W
5. ANY SEDIMENT LADEN WATER WITHIN THE SEDIMENT BASIN SHALL BE DRAWN DOWN BY USE OF PUMPS AND
H
DISCHARGES THROUGH A'BLADDER' TYPE SYSTEM OR DISPOSED OF OFFSITE IN AN APPROVED SYSTEM.
NOT TO SCALE
CLEAR OF TRASH & DEBRIS M
STREET SWEEPING
PARKING LOT & STREET SWEEPING Q
EROSION
EVIDENCE OF SOIL EROSION ON
6. ALL SEDIMENT REMOVED SHALL BE PLACED IN A DESIGNATED SPOIL PILE AND ADEQUATELY PROTECTED WITH
TOP OF SPILLWAY
BANKS OR CONTRIBUTING DRAINAGE
M
AREAS
EROSION CONTROL MEASURES AND PERMANENTLY STABILIZED WITH PERMANENT SEEDING.
@ ELEV. 746.00
SEDIMENTATION CHAMBER
SEDIMENT LEVEL IN CHAMBER (PUMP
YEARLY OR WHEN 50% FULL)
3:11\ 15' 3:1 TOP OF DAM -
SAND MEDIA
CONDITION OF MEDIA (SKIM
SAND FILTER NOTES
ANNUALLY, REPLACE AS NECESSARY)
@ ELEV. 747.00
M
OUTLET/INLET
CONDITION OF OUTLET
M
CONDITION OF INLETS AND GRATES
750
RIPRAP BERM
MECHANICAL DEVICES
750
DEWATERING
EVIDENCE OF FILTER CLOGGING M
STRUCTURAL INTEGRITY
EVIDENCE OF STRUCTURAL DAMAGE
FACED WITH #57 WASHED STONE
(LEAKS, CRACKS, ETC.)
1. ALL SLOPES DRAINING TO SAND FILTER AREAS SHALL BE STABILIZED PER THE NORTH
Y
OVERALL FUNCTIONALITY
(2:1 SIDE SLOPES)
M
CAROLINA STATE EROSION CONTROL SEDIMENT CONTROL PLANNING & DESIGN MANUAL
I I I I
MISCELLANEOUS
TOP OF DAM
BEFORE MEDIA IS PLACED.
-TOP
OF OS -NORTH-
ELEV: 747.00
2. DRAINAGE AREA MUST BE STABILIZED BEFORE FILTRATION CONTROLS & FILTER MEDIA ARE
ELEV: 745.00
INSTALLED. ANY SILT THAT ENTERS THE FACILITY SHALL BE REMOVED BY THE CONTRACTOR
EMERGENCY SPILLWAY ELEVATION
(SEE DETAILY
AND DISPOSED OF OFFSITE.
3. THE STORM WATER DETENTION BASINS WATER QUALITY BMP'S, AND STORM DRAINAGE
NOT TO SCALE
EMERGENCY SPILLWAY
SYSTEM SHALL BE BUILT TO THE GRADES AND INVERTS SHOWN ON THE PLAN. THE
ELEV: 746.00
CONTRACTOR SHALL PROVIDE & SUBMIT AS-BUILTS OF STORM DRAINAGE & STORM WATER
745
745
DETENTION POND (SEALED BY NCPLS) TO THE ENGINEER PRIOR TO THE ISSUANCE OF A
CERTIFICATE OF OCCUPANCY BY THE TOWN.
EMERGENCY SPILLWAY
� o �
� .,` �
4. CONTRACTOR SHALL COMPARE AS-BUILTS TO DESIGN DRAWINGS TO ENSURE
CONSTRUCTION IS IN COMPLIANCE WITH THE PLANS. THE ENGINEER SHALL BE
`��
743
743
COMPENSATED FOR ANY FURTHER ANALYSIS NECESSARY DUE TO CONSTRUCTION AND/OR
MAPPING NOT IN ACCORDANCE WITH THESE PLANS.
NOT TO SCALE
^
5. CONTRACTOR SHALL PROVIDE SAMPLES OF MEDIA TO BE USED WITHIN THE SAND FILTER TO
INSPECTOR FOR APPROVAL PRIOR TO CONSTRUCTION. SUBMITTAL SHALL INCLUDE SIEVE
2
ANALYSIS, INFILTRATION RATES & PLACEMENT INSTRUCTIONS.
6. PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR ALL NON-STANDARD DRAINAGE
740
12" MIN UNDERDRAIN GRAVEL BED
740
STRUCTURES & UNDERGROUND DETENTION SYSTEMS AND OUTLET RESTRICTION DEVICES
(#57 WASHED STONE)
MUST BE FURNISHED TO THE CITY FOR APPROVAL.
FILTER FABRIC AROUND-
-
UNDERDRAIN GRAVEL BED
- 4" SOLID WALL PVC PIPE
B
MP MAINTENANCE CHECKLIST
STEPS @ l'-2" O/C
ALIGN W/ OPENING
18" x 3" SLOTTED WEIR
@ ELEV. 743.00
18" RCP OUTLET PIPE
INV. ELEV. 740.18
RCP OUTLET PIPE
.EV: 740.18
. 'ATER TIGHT BOOT TO SEAL PIPE
CONNECTION ASTM C923
(LINKSEAL OR APPROVED EQUIVALENT )
OS -NORTH
TYPICAL DETAIL
NOT TO SCALE
FRONT ELEVATION
NOT TO SCALE
PERFORATED 4" DIA. UNDERDRAIN PIPE TO OUTLET STRUCTURE
(SCH. 40 PVC OR DOUBLE WALL HDPE.- COURSE MASONRY SAND
PERFORATIONS SHOULD BE 8" SPACED 3" ASTM C33 (18" MIN.)
735 ON -CENTER ALONG 4 LONGITUDINAL ROWS -
SPACED 90° APART)
SAND FILTER
TYPICAL CROSS SECTION
NOT TO SCALE
2' -2'
-{12"f-
c
N ° a
a � a
BARREL as a
I-
a-
- a
N - L
NOTES:
USE SIDE WALLS AND BOTTOM OF TRENCH AS FORM COMPACT
OVER -EXCAVATION TO 95% DENSITY (PER ASTM D-698) CONCRETE
SHALL BE 3,000 -PSI
CONCRETE ANTI -SEEP COLLARS
TYPICAL SECTION
NOT TO SCALE
OF STONE OVER FILTER MEDIA
SAND MEDIA
PERFORATED 4" 0
UNDERDRAIN
f .0.5% SLOPE
PERMEABLE NON -WOVEN FILTER FABRIC 12" MIN. UNDERDRAIN GRAVEL BED
ABOVE, BELOW AND SIDES OF (#57 WASHED STONE)
SAND AND GRAVEL LAYER INCREASE THICKNESS FOR SLOPE
OF PIPE
UNDERDRAIN
TYPICAL CROSS-SECTION
NOT TO SCALE
SHWT NOTE:
NO SEASONAL HIGH WATER TABLE OR GROUNDWATER WAS EVIDENCED AT A
DEPTH OF 101 BGS (APPROX. 739.00).
735
INSTALL #3 OR #4 CRUSHED STONE
OVER FILTER MEDIA
(TOP OF STONE = 743.00)
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PARKING LOT & STREET SWEEPING Q
EROSION
EVIDENCE OF SOIL EROSION ON
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M
AREAS
SEDIMENTATION CHAMBER
SEDIMENT LEVEL IN CHAMBER (PUMP
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M
SAND MEDIA
CONDITION OF MEDIA (SKIM
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M
OUTLET/INLET
CONDITION OF OUTLET
M
CONDITION OF INLETS AND GRATES
M
MECHANICAL DEVICES
INSPECTION OF ALL VALVES, ETC. Y
DEWATERING
EVIDENCE OF FILTER CLOGGING M
STRUCTURAL INTEGRITY
EVIDENCE OF STRUCTURAL DAMAGE
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OVERALL FUNCTIONALITY
EVIDENCE OF ODORS
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INTERIOR ISLANDS
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DWARF BURFORD HOLLY (55 TOTAL)
PARKING LOT SCREENING
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FOUNDATION PLANTINGS
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SEWER PUMP STATION
PARCEL 91360 \
INGLESIDE REAL ESTATE \ \ \ \ I \\\
INVESTMENT PARTNERS, LLC
DEED BOOK 2203
PAGE 534
AREA: 1646 SQ.FT.
(0.04 ACRES) 1 \\\
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LANDSCAPING KEY
DEODAR CEDAR (CD)
DWARF BURFORD HOLLY (IB)
WILLOW OAK (QP)
GLOSSY ABELIA (AG)
LACEBARK ELM (UP)
LANDSCAPING CALCULATIONS
FOUNDATION LANDSCAPING REQUIRED:
EAST SIDE OF BUILDING
MINIMUM 5' WIDE PLANTING STRIP REQUIRED
LANDSCAPING PROVIDED = 54 SHRUBS
LOADING AREA LANDSCAPING REQUIRED:
WEST SIDE OF TRUCK COURT
100% SCREENING FROM RESIDENTIAL REQUIRED
LANDSCAPING PROVIDED = 4 EVERGREEN TREES
PARKING LANDSCAPING REQUIRED
NO PARKING SPACE MORE THAN 75 LF FROM MIN. 200 SF PLANTING ISLAND
EACH ISLAND TO HAVE MINIMUM OF ONE TREE
SCREENING REQUIRED AROUND PERIMETER OF PARKING LOT
LANDSCAPING PROVIDED = 4 CANOPY TREES & 55 SHRUBS
ROAD YARD TREES REQUIRED:
AIRLIE PARKWAY FRONTAGE
TREES REQUIRED = (774 LF / 40 FT / TREE) = 19 CANOPY TREES (MAXIMUM 50 FT O.C.)
LANDSCAPING PROVIDED = 19 CANOPY TREES
LANDSCAPE NOTES
1 EXISTING VEGETATION LOCATED ON SITE MAY BE SUBSTITUTED SO LONG AS URBAN
FORESTRY REQUIREMENTS ARE MET. COORDINATE ONSITE WITH URBAN FORESTER.
2 ALL TREES 8 -INCHES OR GREATER IN DIAMETER AND LOCATED WITHIN PERIMETER BUFFER
YARDS SHALL BE PROTECTED.
3 ALL TREES 2 -INCHES OR GREATER IN DIAMETER AND LOCATED WITHIN PUBLIC
RIGHT-OF-WAY SHALL BE PROTECTED UNTIL REMOVAL IS CONFIRMED WITH URBAN
FORESTRY INSPECTOR.
4 PLANT SPECIES MAY BE SUBSTITUTED DEPENDING ON TIME OF PLANTING, AVAILABILITY,
ETC. UPON APPROVAL OF URBAN FORESTER AND AS LONG AS PLANT SELECTION, TYPE,
SPACING MEETING LINCOLN COUNTY'S LANDSCAPING ORDINANCE.
DRAWING INFORMATION
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SYM QTY BOTANICAL NAME
COMMON NAME
LOCATION
TYPE
PLANTING HEIGHT / SIZE
SPACING
(R/W VARIES) / / /
CONTAINER
QP 19 QUERCUS PHELLOS
WILLOW OAK
ROAD
CANOPY
B & B
MIN. 1.5" CALIPER
AS SHOWN
UP 4 ULMUS PARVIFOLIA
LACEBARK ELM
PARKING
CANOPY
B & B
MIN. 1.5" CALIPER
AS SHOWN
CD 4 CEDRUS DEODARA
DEODAR CEDAR
SCREENING
EVERGREEN
B & B
MIN. 8' TALL
30' O.C.
IB 55 ILEX CORNUTA BURFORDII 'NANA'
DWARF BURFORD HOLLY
PARKING
SHRUB
GAL
MIN. 18" TALL & WIDE
5' O.C.
AG 54 ABELIA X GRANDIFLORA
GLOSSY ABELIA
FOUNDATION
SHRUB
GAL
MIN. 18" TALL &WIDE
5' O.C.
I I I
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PROP SED
77 BUIL
— - • 1 \ 111 \\ \\
- 1
LACEBARK ELM (4 TOTAL)
INTERIOR ISLANDS
60,0( 0 -SF
300 200
FFE: 7�85-50
►i
DWARF BURFORD HOLLY (55 TOTAL)
PARKING LOT SCREENING
- — 4- 4—
I I I
x
x , i GLOSSY ABELIA (54 TOTAL)
FOUNDATION PLANTINGS
x
DEODAR CEDAR (4 TOTAL)
SCREENING
SS---- SS --- SS---- SS--- O S I--- SS---- SS --
x
x
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SEWER PUMP STATION
PARCEL 91360 \
INGLESIDE REAL ESTATE \ \ \ \ I \\\
INVESTMENT PARTNERS, LLC
DEED BOOK 2203
PAGE 534
AREA: 1646 SQ.FT.
(0.04 ACRES) 1 \\\
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LANDSCAPING KEY
DEODAR CEDAR (CD)
DWARF BURFORD HOLLY (IB)
WILLOW OAK (QP)
GLOSSY ABELIA (AG)
LACEBARK ELM (UP)
LANDSCAPING CALCULATIONS
FOUNDATION LANDSCAPING REQUIRED:
EAST SIDE OF BUILDING
MINIMUM 5' WIDE PLANTING STRIP REQUIRED
LANDSCAPING PROVIDED = 54 SHRUBS
LOADING AREA LANDSCAPING REQUIRED:
WEST SIDE OF TRUCK COURT
100% SCREENING FROM RESIDENTIAL REQUIRED
LANDSCAPING PROVIDED = 4 EVERGREEN TREES
PARKING LANDSCAPING REQUIRED
NO PARKING SPACE MORE THAN 75 LF FROM MIN. 200 SF PLANTING ISLAND
EACH ISLAND TO HAVE MINIMUM OF ONE TREE
SCREENING REQUIRED AROUND PERIMETER OF PARKING LOT
LANDSCAPING PROVIDED = 4 CANOPY TREES & 55 SHRUBS
ROAD YARD TREES REQUIRED:
AIRLIE PARKWAY FRONTAGE
TREES REQUIRED = (774 LF / 40 FT / TREE) = 19 CANOPY TREES (MAXIMUM 50 FT O.C.)
LANDSCAPING PROVIDED = 19 CANOPY TREES
LANDSCAPE NOTES
1 EXISTING VEGETATION LOCATED ON SITE MAY BE SUBSTITUTED SO LONG AS URBAN
FORESTRY REQUIREMENTS ARE MET. COORDINATE ONSITE WITH URBAN FORESTER.
2 ALL TREES 8 -INCHES OR GREATER IN DIAMETER AND LOCATED WITHIN PERIMETER BUFFER
YARDS SHALL BE PROTECTED.
3 ALL TREES 2 -INCHES OR GREATER IN DIAMETER AND LOCATED WITHIN PUBLIC
RIGHT-OF-WAY SHALL BE PROTECTED UNTIL REMOVAL IS CONFIRMED WITH URBAN
FORESTRY INSPECTOR.
4 PLANT SPECIES MAY BE SUBSTITUTED DEPENDING ON TIME OF PLANTING, AVAILABILITY,
ETC. UPON APPROVAL OF URBAN FORESTER AND AS LONG AS PLANT SELECTION, TYPE,
SPACING MEETING LINCOLN COUNTY'S LANDSCAPING ORDINANCE.
DRAWING INFORMATION
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1/8"
4"
GROOVE JOINT IN SIDEWALK
GENERAL NOTES:
1. A GROOVE JOINT 1" DEEP WITH 1 /8" RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT 5'
INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT AV INTERVALS NOT TO EXCEED 50' AND
MATCHING EXPANSION/CONSTRUCTION JOINT IN ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT
WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6'. WIDTH OF SIDEWALKS IN
THE CENTRAL BUSINESS DISTRICT WILL BE DETERMINED BY THE CDOT.
4. WIDTH OF SIDEWALKS ON NON -THOROUGHFARE STREETS SHALL BE BASED ON TYPICAL STREET SECTION, A
MINIMUM OF 5'. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING STREETS.
5. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
6. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL SUPERSEDE THESE
STANDARD DIMENSIONS SHOWN.
7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER.
8. JOINT MATERIALS SHALL LIMIT SHRINK/SWELL SO POST CONSTRUCTION INSTALLATION RESULTS IN A
MAXIMUM OF 114" FROM FLUSH.
1/8"TO 1/4"
1/2"
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
1/2" EXPANSION JOINT
0 .005%MAX.)1.0
�Z:)
EXAMPLE SIDEWALK CONSTRUCTION DIMENSIONS:
WIDTH
RISE
CROSS -SLOPE
4'
q"
1.56%
5'
1"
1.67%
6'
1
1.56%
8'
1-}"
1.56
PROPOSED CURB &GUTTER
PROPOSED 4" CONCRETE SIDEWALK
DETAILS SHOWING EXPANSION JOINTS
IN CONCRETE SIDEWALK
CONCRETE SIDEWALKS
R7 -8P
DIMENSIONS (INCHES)
A B C D E I F I G H J KHl/
12 6 3/8 3/8 1-1/2 1-1/2D 1/2 1D 2-1/2 4
* INCREASE SPACING 50%
D-FHWA FEDERAL HIGHWAY ADMINISTRATION/ USDOT
SERIES D LETTERS
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
SUPPLEMENTAL VAN ACCESSIBLE
SIGN (R7 -8P)
NOT TO SCALE
ACCESSIBLE - SIGN R7 -8P
RESERVED
PARKING
f SIGN R7-8
MAXIMUM
PENALTY -SIGN CLDSM #50.1 OC
$ 250
1.
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v1 FINISHED GRADE
NOT TO SCALE
1/2 RADII
NOTES:
STANDARD 2'-6" CURB AND GUTTER
1V-6"
3" RADIUS
u�
2'-0"
2'-0" STANDARD CURB & GUTTER
1/8" RADIUS
1/2" RA[
- 1 •-0••-
3" RADIUS
RADIUS
Imo-
V-6"
V-6" STANDARD CURB AND GUTTER
3" RADIUS
.02 FT FT .03 FT/FT �
.03 FT/FT
2'-0"
SLOPE FOR VARIABLE
SUPERELEVATION RATES
STANDARD CURB AND GUTTER
MAXIMUM III
PENALTY
$250 (TYPICAL)
3/8" (TYPICAL)
GS20-37.6
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
SIGN APPROVED FOR USE UNDER GENERAL STATUTE 20-37.6
THIS PENALTY SIGN IS REQUIRED TO ACCOMPANY ALL R7-8 PARKING SIGNS
ERECTED AFTER DECEMBER 31,1990
NOT TO SCALE
NOTE:
SUPPLEMENTAL VAN ACCESSIBLE SIGN (R7 -8P) USED IF
THERE IS ONLY ONE REQUIRED ACCESSIBLE PARKING
SPACE (MUST BE VAN ACCESSIBLE) AND AT EACH
ADDITIONAL REQUIRED VAN ACCESSIBLE SPACE. (SEE
STD. NO. 50.1 OB)
VAN
~SIGN R7 -8P (CLDSM
ACCESSIBLE 50.106)
RESERVED
PARKING
-SIGN R7-8
MAXIMUM
PENALTY f SIGN CLDSM #50.1 OC
$ 250
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NOT TO SCALE
SUPPLEMENTAL ACCESSIBLE
SIGN
TRANSVERSE EXPANSION JOINT
NOTES:
1. CONTRACTION JOINTS SHALL BE SPACED AT 10 -FOOT INTERVALS. FOR VALLEY GUTTER, A 10 -FOOT SPACING
MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED BY THE CITY ENGINEER TO PREVENT
UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED
METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE
OBTAINED.
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90 -FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS.
JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS. CURB SHALL BE DEPRESSED AT
INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
5. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR
DENSITY.
CURB AND GUTTER
ACCESSIBLE PARKING REQUIREMENTS
TOTAL PARKING SPACES
PROVIDED
MINIMUM NUMBER
OF ACCESSIBLE SPACES
SPACES REQUIRED
MINIMUM NUMBER OF
ACCESSIBLE SPACES REQUIRED
TO BE VAN ACCESSIBLE
1 TO 25
1
1
26 TO 50
2
1
51 TO 75
3
1
76 TO 100
4
1
101 TO 150
5
1
151 TO 200
6
1
201 TO 300
7
2
301 TO 400
8
2
401 TO 500
9
2
501 TO 1000
2% OF TOTAL
1 S EVERY 6
ACCESSIBLE SPACES
1001 ANDOVER
20 PLUS 1 FOR
EACH 100 OVER 1000
1 IN EVERY 6
ACCESSIBLE SPACES
REFERENCE: SECTION 1 106 OF NC BUILDING CODE
O O O
NOTES:
1. ALL 12".18" ACCESSIBLE SIGNS (R7-8 & R7-1) SHALL BE MOUNTED AT 7 FEET FROM GRADE TO
BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 5 FEET IF
PLACED IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH PEDESTRIANS ARE NOT
EXPECTED TO USE.
2. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE REQUIRED AT LOADING
ZONE AREA. MAINTAIN MIN. X WIDE CONTINUOUS PASSAGE.
3. VERTICAL CLEARANCE FOR VANS MUST BE GREATER THAN 98 -INCHES.
4. THIS DETAIL IS TO PROVIDE GENERAL GUIDANCE FOR PARKING LAYOUT AND DESIGN; REFER TO
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) U.S. DEPARTMENT OF
TRANSPORTATION AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SUPPLEMENT AND
NC BUILDING CODE FOR ADDITIONAL INFORMATION.
NOT TO SCALE
PARKING SPACE PAVEMENT MARKINGS
SIGNAGE (D © (D © Q Q
(MUST NOT OBSTRUCT
ACCESSIBLE ROUTE) ACCESSIBLE ROUTE
(SEE NOTE 2)
SEE STD. NO
50.09 FOR
DIMENSIONS
NOTE:
ONE OUT OF EVERY SIX
9 f (6) ACCESSIBLE SPACES,
8'8' g' 5' g' BUT NOT LESS THAN ONE,
15 REQUIRED TO BE VAN
ACCESSIBLE, PER SECTION
1106.5 OF NC STATE
VAN VAN BUILDING CODE
ACCESSIBLE ACCESSIBLE
SPACE SPACE
(OPTION 1) (OPTION 2)
O
MUTCD
VAN R7-8PNO MUTCD RESERVED
ACCESSIBLE 12"=6" R7-1
PARKING 12.18 PARKING MUTCD
® R7-8
RESERVED 12"x'g"
PARKING MUTCD ANY
R2"$, g'• TIME
® OPTIONAL MAXIMUM
ACCESIBLE PENALTY CLDSM 50.1 OC
LOADING .250 1 2"x9"
ZONE SIGN em•-ssa
MAXIMUM
PENALTY CLDSM 50.1 OC
5250
12"x9"
SEE STANDARD NO. 50.1 OC FOR
SUPPLEMETAL SIGN DETAIL
NOT TO SCALE
ACCESSIBLE PARKING AND
SIGNAGE STANDARDS
1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY.
O
CROWN HEIGHT
O O
O O
IN INCHES
O O
O O
EQUALS MEDIAN
BACKFILL AS SPECIFIED
NOTES:
WIDTH IN FEET
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
O O
TO 12' MAX.
O
O O
FINAL
O O
O O
GRADE
_1__
1.
SCARIFY ROOT MASS OF
10" (EX.)
3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON
f--- 10' (EX.) - EXISTING
O
CONTAINERIZED PLANT MATERIAL.
TYP,
REQUEST OF ARBORIST.
O O
TYPICAL BED CROWNING
O O
O O
MIN.
O O
O O O
2.
INSTALL CONTAINERIZED PLANTS AT
O
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A
O O
O O
O O
FINSHED GRADE
of PP
LEGAL MANNER.
O O
O O O
EFFECTIVE BALL DIAMETER
O O
MULCH
O
O O
O O
3.
TAMP PLANTING MIX FIRMLY
O O
5. RESEED UNMULCHED, DISTURBED AREAS.
O O
O O
O O O
AS PIT IS FILLED AROUND
O O
O
O
O O
O O
EACH PLANT BALL.
O O
3/4' NYLON STRAP
O O
O O
O O
O O O
�
Z
6' SUP KNOT WITH STOP KNOT
4.
OMIT COLLAR AROUND EACH SHRUB
J
6' LARGER THAN TREE DIAMETER
WHEN IRRIGATION SYSTEM IS PRESENT.
'V" TRENCH ,
o
O O
O
O
O O
ENTIRE PLAN'
ROOT CROWN TO
O O
O O
5.
SOAK EACH PLANT BALL AND
O O
BE AT FINISH GRADE
EEP MULCH AWAY FROM
TRUNK 1' TO 2'
O O
O
PIT IMMEDIATELY AFTER
EE
O O
O O
O O
O O
INSTALLATION.
PL
V HIGH / 6- WIDE MAXIMUM
O O O
O O
O
O
BERM OUTSIDE OF ROOTBALL
MAXIMUM LAYER OF MULCH
O O
O O
O O
O O
3 - I"xrx16' WOOD STAKES
O O
O O O
O O
O
WITH CENTERED 3/6' HOLE
O O
O O
O O
O O
O O
DRIVEN IN LINE WITH STRAP
O O
O O
O O O
O O
EQUALLY SPACED AROUND TREE
FINISH GRADE
O O
O O
O O
O O
REMOVE TYPICAL EXCESS SOIL
FROM ROOT CROWN
01�11111 1111 UNDISTURBEDSOLJlI�VE�/N�E c 1 1111111 1111111„
R00T BALL DIA. 12'
REMOVE TOP 1/3 OF WIRE VANES
BASKET WHERE PRESENT
RAISE PIT BOTTOM TO SET ROOT CROWN
AT THE CORRECT HEIGHT. FIRM SOL UNDER ROOT BALL
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)
FOR EXAMPLE CAUPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH
2- 12-14' 16' 24' 16'
3- 14-16' 16' 32' 21'
TREE PLANTING
(FOR SINGLE AND MULTI -STEM TREES)
NOT TO SCALE
BITUMINUOUS CURB OR
CONCRETE CURB & GUTTER
SPACING VARIES
SEE LANDSCAPE PLAN
INDER
1 TO
MINIMIZE SETTLEMENT
TYPICAL PLANTING BED DETAIL
0 0 0 o SY6AERED
0 o 0 $�RT
O 0 0
EQUAL SPACING EDGE OF
BETWEEN ALL PLANTS PLANTING
TYPICAL PLANTING BED PLAN
SHRUB PLANTING BED
21-011
TRANSITION
TO BE ROUNDED
FEATHERING CURB AND GUTTER DETAIL
O O
O
CROWN HEIGHT
O O
O O
IN INCHES
O O
O O
EQUALS MEDIAN
BACKFILL AS SPECIFIED
O O
WIDTH IN FEET
I
O O
TO 12' MAX.
O
O O
FINAL
O O
O O
GRADE
_1__
O O
O O
10" (EX.)
O O O
f--- 10' (EX.) - EXISTING
O
O
GRADE
O O
O O
TYPICAL BED CROWNING
NOT TO SCALE
BITUMINUOUS CURB OR
CONCRETE CURB & GUTTER
SPACING VARIES
SEE LANDSCAPE PLAN
INDER
1 TO
MINIMIZE SETTLEMENT
TYPICAL PLANTING BED DETAIL
0 0 0 o SY6AERED
0 o 0 $�RT
O 0 0
EQUAL SPACING EDGE OF
BETWEEN ALL PLANTS PLANTING
TYPICAL PLANTING BED PLAN
SHRUB PLANTING BED
21-011
TRANSITION
TO BE ROUNDED
FEATHERING CURB AND GUTTER DETAIL
O O
O
O
O O
O O
O O
O O
O O
O O
O O
O O
O O O
I
O O
O
O
O O
O O
O O
O O
O O
O O
O O
O O
O O O
O O
O
O
O O
O O
O O
O O
O O
O O
O O
O O
O O O
O O
O
O
O O
O O
O O
O O
O O
O O
O O
O O
O O O
EFFECTIVE BALL DIAMETER
O O
O
O
O O
O O
O O
O O
O O
O O
O O
O O
O O O
O O
O
O
O O
O O
O O
O O
O O
O O
O O
O O
O O O
�
Z
J
o
O O
O
O
O O
O O
O O
O O
O O
O O
O O
O O
O O O
O O
O
O
O O
O O
O O
O O
O O
O O
O O
O O
O O O
O O
O
O
O O
O O
O O
O O
O O
O O
O O
O O
O O O
O O
O
O
O O
O O
O O
O O
O O
O O
O O
O O
O O O
O O
O
O
O O
O O
O O
O O
O O
O O
O O
O O
O O O
O O
O
O
O O
O O
O O
O O
O O
O O
O O
O O
O O O
X-0" MIN. WIDTH COVERED WITH DETECTABLE WARNING MAT
(MATCH WIDTH OF RAMP)
TRUNCATED DOME PLAN VIEW
NOTES:
1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIDGID PRECAST OR
EMBEDDED PRODUCT APPROVED BY THE CITY ENGINEER. RETRO FIT MATS WILL ONLY BE ALLOWEED ON
EXISTING RAMPS WITH PRIOR APPROVAL OF THE CITY ENGINEER FOR MATERIAL TYPE AND INSTALLATION (IE.
RESURFACING).
2. RAMP AND DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET IN WIDTH, BUT NOT BE LESS THAN
THE WIDTH OF SIDEWALK LEADING TO BACK OF RAMP.
3. DETECTABLE WARNING SURFACES SHALL EXTEND 2.0 FT MINIMUM IN THE DIRECTION OF PEDESTRIAN TRAVEL.
4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS.
5. THE ROWS OF TRUNCATED DOMES IN DETECTABLE WARNING SURFACES SHOULD BE ALIGNED
PERPENDICULAR TO THE GRADE BREAK BETWEEN THE RAMP RUN AND THE STREET. WHERE DETECTABLE
WARNING SURFACES ARE PROVIDED ON A SURFACE WITH A SLOPE THAT IS LESS THAN 5 PERCENT, DOME
ORIENTATION IS LESS CRITICAL.
6. DETECTABLE WARNING AREA SHALL BE A RED FIBERGLASS MAT.
7. IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6" THICK AND CAST FROM 5000 psi CONCRETE.
8. MATS ARE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.
9. DIMENSIONS PER NCDOT 848.06
TRUNCATED DOMES
PLAN AND CROSS-SECTION
/-SPECIFIED BALL DIAMETER
TOP OF BALL I/
-NATURAL SOIL LINE
AS DUG
TOP OF BA
AS DL
NOT TO SCALE
2" MAXIMUM OF SOIL
COVERING ACCEPTABLE
�_---G�
NATURAL SOIL LI
I
ROOT CROWN
0.65"
.6" TO 2.4")
O -)
� ) � )
TRUNCATED DOME SPACING
50%-65% OF BASE DIAMETER
0 0.2"
I�
F�
0.9"-1.4"
TRUNCATED DOME SECTION
(1.6" TO 2.4")
o�
00
CV
U Lu
Z N
Z
W Lu
r- U_ c
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045345
i
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06/20/2018
ACCEPTABLE CONDITION UNACCEPTABLE CONDITION
(AS DELIVERED) (AS DELIVERED) 0
NOTE:
A ROOT FLARE EXCAVATION FOR ALL TREES SPECIFIED
WILL BE DONE BY THE CITY ARBORIST TO ENSURE THAT
TREES WERE NOT PLANTED/GROWN TOO DEEPLY AT SOURCE
(NURSERY). LANDSCAPE CONTRACTOR SHALL HAVE SUPPLIER
MARK GROUND LEVEL LINE ABOVE ROOT BALL. IF CITY ARBORIST
DETERMINES THAT THERE IS EXCESSIVE SOIL OVER THE ROOT
CROWN, THESE TREES WILL BE REJECTED.
ROOT FLARE DEPTHS
(TREE ROOT BALL CONDITION ON TREES FROM SUPPLIERS)
�61 I 61 i 61�
�I- N
�0
m m
SLOPE DOWN D T p SLOPE DOWN
1:12 x 0 0 1:12
(MAX) °o°o o °o°o (MAX)
°o°2026-
PLAN
°o 0°°
0 0 0 0000
PLAN VIEW
TAPER SIDEWALK TAPER SIDEWALK
TOP OF SIDEWALK
PAVEMENT LEVEL -
SIDE ELEVATION
DEPRESSED SIDEWALK FOR HANDICAP ACCESS RAMP
(N.T.S.)
(N.T.S.)
Ln
1 J
J
r
Lu m no
LU
3Lu
Y �
Z �W
LUow= O
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a
O L0
LL0
M
I-
W
uLu
V)
NOT TO SCALE
Q
Z
O
QVC
N
J
H
O
�
'ECIFIED DIAMETER
Q
Z
O
W
EFFECTIVE BALL DIAMETER
J
�
N
Q
Z)
z
LJJ
O
UNACCEPTABLE SOILO
COVERING
O
N
�
Z
J
O
Z
-ROOT CROWN
J
ACCEPTABLE CONDITION UNACCEPTABLE CONDITION
(AS DELIVERED) (AS DELIVERED) 0
NOTE:
A ROOT FLARE EXCAVATION FOR ALL TREES SPECIFIED
WILL BE DONE BY THE CITY ARBORIST TO ENSURE THAT
TREES WERE NOT PLANTED/GROWN TOO DEEPLY AT SOURCE
(NURSERY). LANDSCAPE CONTRACTOR SHALL HAVE SUPPLIER
MARK GROUND LEVEL LINE ABOVE ROOT BALL. IF CITY ARBORIST
DETERMINES THAT THERE IS EXCESSIVE SOIL OVER THE ROOT
CROWN, THESE TREES WILL BE REJECTED.
ROOT FLARE DEPTHS
(TREE ROOT BALL CONDITION ON TREES FROM SUPPLIERS)
�61 I 61 i 61�
�I- N
�0
m m
SLOPE DOWN D T p SLOPE DOWN
1:12 x 0 0 1:12
(MAX) °o°o o °o°o (MAX)
°o°2026-
PLAN
°o 0°°
0 0 0 0000
PLAN VIEW
TAPER SIDEWALK TAPER SIDEWALK
TOP OF SIDEWALK
PAVEMENT LEVEL -
SIDE ELEVATION
DEPRESSED SIDEWALK FOR HANDICAP ACCESS RAMP
(N.T.S.)
(N.T.S.)
Ln
1 J
J
r
Lu m no
LU
3Lu
Y �
Z �W
LUow= O
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a
O L0
LL0
M
I-
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uLu
V)

BACK OF CURB
X 5/8„
o -
F.
o'
PLAN
X
Y
t
SECTION Y -Y
RISER HT.
VARIES
o
0 6„
°
WHERE 30" TO 36" PIPE IS USED
RISER HT.
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER
8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
QUANTITIES ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
WHERE 42" TO 54" PIPE IS USED
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION
WEEP HOLES
x
SECTION X -X
SEE STD.NO. 840.03 STEPS - STD. NO. 840.66
TOP ELEVATION
6
T B
} E -►I
I o
p.
o x
6,1 C 6"
p.
D o
o.
T SECTION J -J
WHERE 30" TO 36" PIPE IS USED
SEE NOTE
R M
YPLAN
WITH GRATE & FRAME REMOVED
BRICK COPING(INCIDENTAL)
TOP ELEVATION
STD. 840.16 FRAME& GRATE
6"A6"
6"
i
M
iTF
SEE NOTE-/DOWEL(SEE NOTE)
SECTION X -X
L
Z
oc/) S�
Q
Qom= 61 E�
�cr
CD
LL J CL H Z #4 BARS "V" 6'I 6'
00 _ @ EQUAL SPACES
Lu<HUQO= 3" 112 i"I 1%2,1
Q H
cHu-OJ
0OHoc R "' ?W R "' _ W
U � U
Q
H � U) = ( n
cr A WO Q- m C U`
p m? LL
�r
C3Lu o
4c w
ch ,
TOP ELEVATION
STEPS - STD. NO. 840.66
S
-- - - - -- - -
--- PLAN OF TOP SLAB SECTION S -S
L
PLAN PLAN
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN.
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
MAX. PIPE THIS SIDE - 18"
SECTION Y -Y
DIMENSIONS AND QUANTITIES
FOR DROP
INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
PIPE SPAN WIDTH MIN. HEIGHT
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
D
A
E
B H
BOTTOM
SLAB
WALL PER TOT"
FOR MINIM
FT. HT, coNNIMUM
HEIGHT, H
LL
12"
p
2'-0" 2'-0"
0.222
0.222 0.592
0.015 0.026
15"
2'-2"
2'-3"
2'-9"
0.648
0.023 0.036
18"
°
2'-6"
N
Z
Q W
6"
p
G
0.015
6"
0.059 0.085
30"
m o
2'-0" 3'-6"
0.222
0.222 0.925
g.Q
22
x
mW��O
I --I
15"2'-3"
2'-3"
D
0.829
0.023
0.036
18"
V
2'-2"
4�fl
3'-3"
0.902
0.023
3/
NCn�
2'-6"
2'-6"
2'-9"
14
3'-3"
0.235
0.887
0.033
0.049
24"
3'-0"
2'-2"
0.033
o
24"
3'-0"
p
V
1=
16
AjQ
0m
Z
W z
0.235
1.001
0.059
0.085
30"
3'-0"
2'-2"
SECTION M -M
co
W -_
WHERE 42" TO 54" PIPE IS USED
1'-5"
N
T
3'-9"
Q
3'-9"
39
Q
Z
1.433
0.092
0.127
36"
QOLL
2'-2"
3'-10"
4'-9°
1'-8" 4'-0"
4
1'-11"
3
3'-9"
3
L
PLAN PLAN
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN.
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
MAX. PIPE THIS SIDE - 18"
SECTION Y -Y
DIMENSIONS AND QUANTITIES
FOR DROP
INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
PIPE SPAN WIDTH MIN. HEIGHT
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
D
A
B H
BOTTOM
SLAB
WALL PER TOT"
FOR MINIM
FT. HT, coNNIMUM
HEIGHT, H
C.M. R.C.
12"
3'-0"
2'-0" 2'-0"
0.222
0.222 0.592
0.015 0.026
15"
2'-2"
2'-3"
2'-9"
0.648
0.023 0.036
18"
BOTTOM
SLAB
2'-6"
N
0.703
0.033 0.049
24"
0.235
3'-0"
0.015
0.814
0.059 0.085
30"
3' 0"
2'-0" 3'-6"
0.222
0.222 0.925
0.092 0.127
#4 BAR
N
"6-
DOWEL
HEET 1 OF 2
840.02
z
O c,)
�}
Q Q
�cH-CSU
LL _j
0 0 U _
WQQLLS
Q H
cHLLOJ
0OCncr
Z r -r
�1 0- H
W U
I]
6' E #8 "W" BARS #4 BAR
#4 BARS "V" iv
@ EQUAL SPACES
m
"6-
„
#4 BARS U"
1 %2 ,r
DOWEL
SECTION R -R
EXPANSION JOINTS
4'-6" 4'-6"
STD. 840.03 FRAME,
GRATE & HOOD
1- 6'-0
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP
USE ON FLAT ELEV,6 EXPANSION JOINT
GRADES 2% AND UNDER
DEPRESSED GUTTER LINE
3'-0"1 I m i 31 0„
EXPANSION JOINT
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
EXPANSION JOINT 6"
8 TOP
USE ON GRADES OVER 2% ELEV.
DEP101, 6 RESSED GUTTER LINE
EXPANSION JOINT 1, O, IMI MAX.
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
N
err n�nnCSSION
SECTION G -G
LL W 2'-31/4"
CD J
H Z W
Q ~ H
Q CL
O
o O
Coco
0
1 /6 " 2"
Z W = 31
U)W~
SECTION H -H
CTI 0
} � N
T
Z
O 0
tr
HEET 1 OF 1
840.14
* RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
�-11/2rr 3r-611
1%2 r r
1 r18„ 1 rJ/$ rr
I�H Fes!
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O
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0 N
N O
�I
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_N H I
T\ 1'-4%2rr 1'-41/2rr F -f
T
PLAN OF FRAME
11-75/811 1 r-75/8rr
PLAN OF GRATING
CAST IRON
CAST IRON
1/8rr 1/8rr
1 rr 1 rr 1 rr i rr
3'-33/4rr 2'-33/4 r,
1/8 rr r/ r/ 1/8 rr 1/8rr 1/8 rr
3/ 3/ I I 3/ rr 3Z4 n
3'-2" 2111
2
VA
21/8rr 21/8 " _
3'-13/rr N N 2'-13/rr N N
3'-6" 2'-6"
SECTION E -E SECTION F -F
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PLAN
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SECTION - AA
3/ r r
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10;� �16��
c"713%2rr 3r_OrrL X<
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SECTION - KK
ALIGN FRAME WITH INSIDE
EDGE OF WALL TO ALLOW
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WALL SECTION
SECTION - BB
M
N
SECTION - LL
rjj�
T-cl
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= I
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MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER)
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
R
4L
PIPE
D
DIMENSIONS OF BOX AND PIPE
SPAN WIDTH WIDTH SPAN
A B C G
MIN. HEIGHT
H
COVER
DIMENSION
E F
BARS -U
N0. LENGTH
BARS -V
NO. LENGTH
BARS -W
NO. LENGTH
TOTAL
LBS.
CU.YDS. CONC. IN BOX
TOP BOTTOM TOT.CONC.
SLAB SLAB F0H MINIMUM
HEIGHT H
DEDUCTIONS
ONE PIPE
C.M. R.C.
12"
3'-0"
2'-2"
NO.
2'-9"
E
F
TOP
SLAB
BOTTOM
SLAB
WALL/
FT. OF HT.
N
CU. YDS.
MIN. "H„C.S.
HN
o _jSECTION
R.C.
0.235
1 0.772
0.015
0.026
15"
3'-0"
2'-2"
3'-0'
3'-0"
0.167
0.185
22
0.750
mW��O
0.024
15"2'-3"
2'-3"
0.235
0.829
0.023
0.036
18"
3'-0"
2'-2"
4�fl
3'-3"
0.902
0.023
3/
NCn�
2'-6"
2'-6"
2'-9"
14
3'-3"
0.235
0.887
0.033
0.049
24"
3'-0"
2'-2"
0.033
3'-9"
24"
3'-0"
zz,o
3'-3"
16
1 4 rr
0m
4'-0"
0.296
0.235
1.001
0.059
0.085
30"
3'-0"
2'-2"
3'-4"
4'-3"
1'-2" 4'-0"
4
1'-5"
2
3'-9"
3
3'-9"
39
0.123
0.321
1.433
0.092
0.127
36"
3'-0"
2'-2"
3'-10"
4'-9°
1'-8" 4'-0"
4
1'-11"
3
3'-9"
3
3'-9"
43
0.161
0.358
1.714
0.132
0.178
42"
3'-0"
2'-2"
4'-5"
5'-3"
1'-5" 3'-2"
4
1'-8"
2
2'-11"
3
2'-11"
32
0.112
10.318
1 1.738
0.180
0.243
48"
3'-0"
2'-2"
5'-0"
5'-9"
2'-0" 3'-2"
4
2'-3"
3
2'-11"
3
2'-11"
35
1 0.145
10.352
1 2.052
0.235
0.317
54"
3'-0"
2'-2"
5'-7"
6'-3"
2'-7" 3'-2"
4
2'-10"
5
2'-11"
3
2'-11"
41
0.180
In.386
1 2.387 1
0.297
0.401
N
err n�nnCSSION
SECTION G -G
LL W 2'-31/4"
CD J
H Z W
Q ~ H
Q CL
O
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Coco
0
1 /6 " 2"
Z W = 31
U)W~
SECTION H -H
CTI 0
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T
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O 0
tr
HEET 1 OF 1
840.14
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�-11/2rr 3r-611
1%2 r r
1 r18„ 1 rJ/$ rr
I�H Fes!
�G- G E
O
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0 N
N O
�I
E
- A
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T\ 1'-4%2rr 1'-41/2rr F -f
T
PLAN OF FRAME
11-75/811 1 r-75/8rr
PLAN OF GRATING
CAST IRON
CAST IRON
1/8rr 1/8rr
1 rr 1 rr 1 rr i rr
3'-33/4rr 2'-33/4 r,
1/8 rr r/ r/ 1/8 rr 1/8rr 1/8 rr
3/ 3/ I I 3/ rr 3Z4 n
3'-2" 2111
2
VA
21/8rr 21/8 " _
3'-13/rr N N 2'-13/rr N N
3'-6" 2'-6"
SECTION E -E SECTION F -F
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SECTION - AA
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10;� �16��
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SECTION - BB
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3/ rr -
\L MANHOLE
E
c
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FOR MANHOLE COVER & FRAME #4 BARS'A"
P LAN OPTIONAL SPACED 6"
C. TO C.
BRICK MAY BE USED
TO ADJUST FRAME &
6" COVER TO SURFACE
ELEVATION MAX. 1'
1�z- - � �� OUTLET PIPE
E OR F 11/2A
SECTION
C -C OR D -D
6"
r,X6EXP. JOINT
J.
1/"9v ,
6 06 SEE NOTE 31,DOWEL
SECTION Y -Y
0)�NN0)
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3'-0%g"
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
R
4L
/4411 P
rr
z~=�(3LLJLHOOCLLHU<Lid
1 1/2
TOP SLAB
DIMENSIONS
3/ "
J"L
TOTAL QUANTITIES
BOX ANDSLABS
_ �r
D
2 11HOOD
B
H
NO.
ELEVATION
Err,Zrc
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\L MANHOLE
E
c
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t0.54 c
FOR MANHOLE COVER & FRAME #4 BARS'A"
P LAN OPTIONAL SPACED 6"
C. TO C.
BRICK MAY BE USED
TO ADJUST FRAME &
6" COVER TO SURFACE
ELEVATION MAX. 1'
1�z- - � �� OUTLET PIPE
E OR F 11/2A
SECTION
C -C OR D -D
6"
r,X6EXP. JOINT
J.
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6 06 SEE NOTE 31,DOWEL
SECTION Y -Y
0)�NN0)
GENERAL NOTES:
CHAMFER ALL EXPOSED CORNERS 1".
USE CLASS "B" CONCRETE THROUGHOUT.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2"KEYWAY, OR
#4 BAR DOWELS AT 12"CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
12"ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
#4 BAR
6"
DOWEL
O O}P\
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
/4411 P
z~=�(3LLJLHOOCLLHU<Lid
REINFORCEMENT
BARS "A"
TOP SLAB
DIMENSIONS
CUBIC YARDS
IN BOX
TOTAL QUANTITIES
BOX ANDSLABS
DEDUCTIONS FOR ONE
PIPE CU.YDS.
D
A
B
H
NO.
LENGTH
E
F
TOP
SLAB
BOTTOM
SLAB
WALL/
FT. OF HT.
N
CU. YDS.
MIN. "H„C.S.
HN
o _jSECTION
R.C.
12"
U) LL
- MM
2'-3"
0 Oj Q
CC
2'-9"3'-0"
3'-0'
0.167
0.167
0.185
22
0.750
mW��O
0.024
15"2'-3"
2'-3"
2'-6"
T T
3'-0"
3'-3"
SECTION - NN
0.196
0.196
4�fl
24
0.902
0.023
3/
NCn�
2'-6"
2'-6"
2'-9"
14
3'-3"
3'-6"
3'-6"
0.227
0.227
0.222
30
1.065
0.033
0.049
24"
3'-0"
zz,o
3'-3"
16
1 4 rr
0m
4'-0"
0.296
Z Q
0.259
40
1.434
0.059
0.085
30"
3'-6"
3'-6"
„QU
13/
18
4'-3"
4'-6"
4'-6"
NO
0.375
0.296
51
1.860
y cc
Q
Wz
0.127
36"
4'-0"
4'-0"
4'-3"
~ QN
4'-9"
5' 0"
5' 0"
0.463
0.463
0.333
64
2.341
0.132
0.178
42"
4'-6"
4'-6"
LUSECTION - JJ
22
Q "O
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55/81j2QO
5'-6"
0.560
0.560
0.370
77
2.878
0.180
3 R
48"
5'-4"
5'-4"
oc LCL
26
6'-3"
6'-4"
6'-4"
O
�2
�1
TLL
111
3.623
0.235
0.317
54"
5'-10"
SECTION - RRSHEET
5'-9"
1 OF 2
GENERAL NOTES:
CHAMFER ALL EXPOSED CORNERS 1".
USE CLASS "B" CONCRETE THROUGHOUT.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2"KEYWAY, OR
#4 BAR DOWELS AT 12"CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
12"ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
#4 BAR
6"
DOWEL
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DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
PIPE SPAN WIDTH HEIGHT
REINFORCEMENT
BARS "A"
TOP SLAB
DIMENSIONS
CUBIC YARDS
IN BOX
TOTAL QUANTITIES
BOX ANDSLABS
DEDUCTIONS FOR ONE
PIPE CU.YDS.
D
A
B
H
NO.
LENGTH
E
F
TOP
SLAB
BOTTOM
SLAB
WALL/
FT. OF HT.
LBS.
REINF
CU. YDS.
MIN. "H„C.S.
R.C.
12"
2'-0"
2'-0"
2'-3"
12
2'-9"3'-0"
3'-0'
0.167
0.167
0.185
22
0.750
0.015
0.024
15"2'-3"
2'-3"
2'-6"
12
3'-0"
3'-3"
3'-3"
0.196
0.196
0.204
24
0.902
0.023
0.036
18"
2'-6"
2'-6"
2'-9"
14
3'-3"
3'-6"
3'-6"
0.227
0.227
0.222
30
1.065
0.033
0.049
24"
3'-0"
3'-0"
3'-3"
16
3'-9"
4'-0"
4'-0"
0.296
0.296
0.259
40
1.434
0.059
0.085
30"
3'-6"
3'-6"
3'-9"
18
4'-3"
4'-6"
4'-6"
0.375
0.375
0.296
51
1.860
0.092
0.127
36"
4'-0"
4'-0"
4'-3"
20
4'-9"
5' 0"
5' 0"
0.463
0.463
0.333
64
2.341
0.132
0.178
42"
4'-6"
4'-6"
4'-9"
22
5'-3"
5'-6"
5'-6"
0.560
0.560
0.370
77
2.878
0.180
0.243
48"
5'-4"
5'-4"
5'-3"
26
6'-3"
6'-4"
6'-4"
0.743
0.743
0.407
111
3.623
0.235
0.317
54"
5'-10"
5'-10"
5'-9"
28
6'-7"
6'-10"
6'-10"
0.865
0.865
0.444
126
4.283
0.297
0.401
60"
6'-6"
6'-6"
6'-3"
30
7'-3"
7'-6"
7'-6"
1.042
1.042
0.481
145
5.090
0.367
0.495
66"
7'-1"
7'-1"
6'-9"
32
7'-10"
8'-1"
8'-1"
1.210
1.210
0.518
169
5.917
0.444
0.589
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NOTES NOTES:
1. ALL HYDRANTS SHALL BE MUELLER SUPER SEE TABLE FOR SETTER INFORMATION 1. ALL METERS SHALL BE AMR CAPABLE ULTRASONIC
BLOCKING SHALL BE GREATER THAN
HEIGHT OF BLOCKING.
5. THE END OF THE TAPPING SLEEVE SHALL BE
NO CLOSER THAN 5 FEET TO A JOINT.
6. ALL PRESSURE TESTING SHALL BE WATER
TESTING ONLY. NO AIR TESTING PERMITTED.
TEST DURATION WILL BE 2HRS AT 1.5
TIMES STATIC PRESSURE OF THE LINE MJ. WITH LCPW APPROVED
BEING TAPPED (200 PSI MINIMUM) . RESTRAINING GLAND
TAP
SIZE
CENTURION OR KENNEDY K-8 IA
NO.4 REBAR
1.6
NOTES
2. ALL HYDRANTS SHALL BE THREE WAY WITH
BLUE STAKE W/CAP
2.0
1. STAINLESS TAPPING SADDLES ARE NOT
1- 4Y2" PUMPER NOZZLE AND 2- 2y HOSE
8"
3.5
PERMITTED FOR SIZE -ON -SIZE TAPS. UNLESS
NOZZLES WITH NST THREAD
THREE INCH "W" O BE
4.0
APPROVED IN WRITING BY LCPW.
3. ALL HYDRANT SHALL OPEN CCW
STAMPED OR SAW -CUT IN
5.0
2. USE MUELLER OR EQULrVENT DUCTILE IRON
2'-6"
CURB AT SERVICE LOCATION
DOORS ARE TO BE LOCATED SO METER CAN BE
OR 316 STAINLESS STEEL TAPPING SLEEVES
4. ALL HYDRANTS SHALL BE PAINTED WITH
2.4 1.2
DOOR USE ONLY LCPW APPROVED DOORS BY USE
FOR TAP SIZES 3" -24".
ENAMEL HYDRANT PAINT SAFETY YELLOW
1.3 0.6
0.8
3. USE THRUST BLOCKING FOR WET TAPS
IN COLOR
PAVEMENT CURB FINISHED GRADE
2.7 1.4
UNLESS OTHERWISE APPROVED BY LCPW.
5. ALL HYDRANTS SHALL BE NEW AND
5.3
2.4 1.2
4. DEPTH FROM GROUND SURFACE TO TOP OF
MANUFACTURED WITHIN THE CURRENT
1.5
1.7 0.9
BLOCKING SHALL BE GREATER THAN
HEIGHT OF BLOCKING.
5. THE END OF THE TAPPING SLEEVE SHALL BE
NO CLOSER THAN 5 FEET TO A JOINT.
6. ALL PRESSURE TESTING SHALL BE WATER
TESTING ONLY. NO AIR TESTING PERMITTED.
TEST DURATION WILL BE 2HRS AT 1.5
TIMES STATIC PRESSURE OF THE LINE MJ. WITH LCPW APPROVED
BEING TAPPED (200 PSI MINIMUM) . RESTRAINING GLAND
TAP
SIZE
DOMMIONS IN FEET
W H D
3"&4"
1.6
1.2
1.0
6"
2.0
1.4
1.0
8"
3.5
2.0
1.4
10"
4.0
2.5
1.8
12"
5.0
3.0
2.5
YEAR OF CONSTRUCTION. \/�\/�\/�\//\\ I8^ MIN \/
/ #5 @ 6"O.C.
FLANGE SET 2" MIN. 18 MIN.
OVER FINISHED GRADE 24" MAX. REFER TO LCPW FABRICATION AND BILCO. HINGES SHALL BE \\\
SEE DETAIL B LOCATED ON OUTLET SIDE OF DOOR OPENING.
DETAIL WS -7
TAPPING SADDLE WITH CC THREAD 36"MINIMUM � '\ DOUBLE SUPPORT AT OPENINGS 6. ALUMINUM LADDER W/SAFETY POST SHALL BE
AND HINGED BRASS BODY FOR 3/4 "AND 1" OR RUN DIAGONALS AT CORNERS 6" SUMP
�- f ���1 USED IN VAULTS 5' DEEP OR DEEPER. LADDER SHALL
FORD #&90 FOR BSD PIPE SIZES UP To 12" I of OPENINGS BE PLACED ON OPPOSITE SIDE OF METER FROM
• Ci /\\/\\/\\/\\/ \/ I \/\\/\\/\\/\/ ••': FORD STYLE ER ABO FOR OTHER MATERIAL OR 1 -•
CONCRETE SUPPORT BLOCKING UNDffit VALVE / / / / \ / / / / / / � z. � PIPE DIAMETER ABOVE 12" T024 OR APPROVED � I TOP IS TO BE INDEPEND­­T VAULT FOR BYPASS.
9 W EQUAL V FUTURE ADJUSTMENTS OR MAJOR REPAIRS
O O TAPPING VALVE MUELLER /\�\\ ! \ / / '•"'•' ' �' r' " 7. USE NON -SHRINKING HYDRAULIC CEMENT -WATER
T-2360-16 OR EQUILIVENT /\ \\ \ /\ /\ /\\ �\ STOP AT VAULT PENETRATIONS.
• ° /// %//\ ` � � \ \ \ \ //. DETECTION TAPE Mueller # H-15451 GRAVEL FOR DRAINAGE I SEE DETAIL A AND 8, ANY DEVIATION FROM THESE PLANS MUST BE
FLANGE JOINT °� OVER PIPE MATERIAL CORPORATION STOP Straight Coupling PROPERTY OR AND STABILIZATION NOTE 6 APPROVED BY LCPW PRIOR TO INSTALLATION.
VCOMPACTED EARTH1�4 Mueller #H-15008 or equal R/W LINE
COPPER --
M.J. TAPPING SLEEVE \ iv d
•. ,./ � � (O MATCH SERVICE SIZE) Mlsl'IiRPIT DOOR
O
•, , e• ' "'• \ z �/ #57 WAD
ED 6" C.I. GATE VALVE 12^ UIs FAIL A
• : " :: , \ STONE 6" D.I. WATER MAIN TAPPING SADDLE WITH IFS THREAD AND
C . , '�• : f x \STAINLESS STEEL BODY FOR 2" FORD STYLE NOTES:
20 B D FOR PIPE DIAMETER ABOVE 12" O 24"
'• > ' , OR APPROVED EQUAL. 8,
o. 1. CONTRACTOR WILL PROVIDE ALL MATERIAL SHOWN OR
INDICATED AND INSTALL SERVICES UNDER LCPW
' •�' ! ` N p 2" RESILIENT WEDGE 2" COPPER ,BRASS OR SDR74 RESTRAINED 2 ALL SUPERVISION.
TAPSIWILL BE MADE IN ACCORDANCE WITH LCPW Q GATE VALVE (SEE WS -07)
/ JOINT PVC MAY BE USED.
"OCTAVE" MASTER METERS
�II II�/ry�ll,�r�1�ll'�I� II:
a7" MIN. IINGESIDE
� •
LAY LENGTH IS FOR MASTER METER OCTAVE
282921 or 790018-TR2
FLANGE SET 2" MIN. 18 MIN.
OVER FINISHED GRADE 24" MAX. REFER TO LCPW FABRICATION AND BILCO. HINGES SHALL BE \\\
SEE DETAIL B LOCATED ON OUTLET SIDE OF DOOR OPENING.
DETAIL WS -7
TAPPING SADDLE WITH CC THREAD 36"MINIMUM � '\ DOUBLE SUPPORT AT OPENINGS 6. ALUMINUM LADDER W/SAFETY POST SHALL BE
AND HINGED BRASS BODY FOR 3/4 "AND 1" OR RUN DIAGONALS AT CORNERS 6" SUMP
�- f ���1 USED IN VAULTS 5' DEEP OR DEEPER. LADDER SHALL
FORD #&90 FOR BSD PIPE SIZES UP To 12" I of OPENINGS BE PLACED ON OPPOSITE SIDE OF METER FROM
• Ci /\\/\\/\\/\\/ \/ I \/\\/\\/\\/\/ ••': FORD STYLE ER ABO FOR OTHER MATERIAL OR 1 -•
CONCRETE SUPPORT BLOCKING UNDffit VALVE / / / / \ / / / / / / � z. � PIPE DIAMETER ABOVE 12" T024 OR APPROVED � I TOP IS TO BE INDEPEND­­T VAULT FOR BYPASS.
9 W EQUAL V FUTURE ADJUSTMENTS OR MAJOR REPAIRS
O O TAPPING VALVE MUELLER /\�\\ ! \ / / '•"'•' ' �' r' " 7. USE NON -SHRINKING HYDRAULIC CEMENT -WATER
T-2360-16 OR EQUILIVENT /\ \\ \ /\ /\ /\\ �\ STOP AT VAULT PENETRATIONS.
• ° /// %//\ ` � � \ \ \ \ //. DETECTION TAPE Mueller # H-15451 GRAVEL FOR DRAINAGE I SEE DETAIL A AND 8, ANY DEVIATION FROM THESE PLANS MUST BE
FLANGE JOINT °� OVER PIPE MATERIAL CORPORATION STOP Straight Coupling PROPERTY OR AND STABILIZATION NOTE 6 APPROVED BY LCPW PRIOR TO INSTALLATION.
VCOMPACTED EARTH1�4 Mueller #H-15008 or equal R/W LINE
COPPER --
M.J. TAPPING SLEEVE \ iv d
•. ,./ � � (O MATCH SERVICE SIZE) Mlsl'IiRPIT DOOR
O
•, , e• ' "'• \ z �/ #57 WAD
ED 6" C.I. GATE VALVE 12^ UIs FAIL A
• : " :: , \ STONE 6" D.I. WATER MAIN TAPPING SADDLE WITH IFS THREAD AND
C . , '�• : f x \STAINLESS STEEL BODY FOR 2" FORD STYLE NOTES:
20 B D FOR PIPE DIAMETER ABOVE 12" O 24"
'• > ' , OR APPROVED EQUAL. 8,
o. 1. CONTRACTOR WILL PROVIDE ALL MATERIAL SHOWN OR
INDICATED AND INSTALL SERVICES UNDER LCPW
' •�' ! ` N p 2" RESILIENT WEDGE 2" COPPER ,BRASS OR SDR74 RESTRAINED 2 ALL SUPERVISION.
TAPSIWILL BE MADE IN ACCORDANCE WITH LCPW Q GATE VALVE (SEE WS -07)
/ JOINT PVC MAY BE USED.
"OCTAVE" MASTER METERS
2.
LAY LENGTH IS FOR MASTER METER OCTAVE
282921 or 790018-TR2
METERS. DIMENSIONS MAY VARY SLIGHTLY WITH
115 W. MAIN STREET
LINCOLNTON, NC 28092
TYPES OF FITTINGS USED.
3.
THE VAULT SHALL BE CONSTRUCTED WITH 4000 PSI
11.25°
BENDS (FT)
REINFORCED CONCRETE. USE OF BLOCK MUST BE
ALL CONCRETE BLOCKING PER
APPROVED IN WRITING BY LCPW BEFORE
LINCOLNTON, NC 28092
Lclff'
CONSTRUCTION.
4.
IN NON -TRAFFIC AREA USE ALUMINUM LIGHT
b
TRAFFIC (300 PSI) DOOR. IN TRAFFIC AREA USE
KIIN �mw��i��
�I�=��=��II
AASHTO-H20 LOAD RATING ALUMINUM DOOR.
5.
DOORS ARE TO BE LOCATED SO METER CAN BE
2.1 1.0
READ AND BE LIFTED STRAIGHT OUT. USE Y X 3'
2.4 1.2
DOOR USE ONLY LCPW APPROVED DOORS BY USE
FLANGE SET 2" MIN. 18 MIN.
OVER FINISHED GRADE 24" MAX. REFER TO LCPW FABRICATION AND BILCO. HINGES SHALL BE \\\
SEE DETAIL B LOCATED ON OUTLET SIDE OF DOOR OPENING.
DETAIL WS -7
TAPPING SADDLE WITH CC THREAD 36"MINIMUM � '\ DOUBLE SUPPORT AT OPENINGS 6. ALUMINUM LADDER W/SAFETY POST SHALL BE
AND HINGED BRASS BODY FOR 3/4 "AND 1" OR RUN DIAGONALS AT CORNERS 6" SUMP
�- f ���1 USED IN VAULTS 5' DEEP OR DEEPER. LADDER SHALL
FORD #&90 FOR BSD PIPE SIZES UP To 12" I of OPENINGS BE PLACED ON OPPOSITE SIDE OF METER FROM
• Ci /\\/\\/\\/\\/ \/ I \/\\/\\/\\/\/ ••': FORD STYLE ER ABO FOR OTHER MATERIAL OR 1 -•
CONCRETE SUPPORT BLOCKING UNDffit VALVE / / / / \ / / / / / / � z. � PIPE DIAMETER ABOVE 12" T024 OR APPROVED � I TOP IS TO BE INDEPEND­­T VAULT FOR BYPASS.
9 W EQUAL V FUTURE ADJUSTMENTS OR MAJOR REPAIRS
O O TAPPING VALVE MUELLER /\�\\ ! \ / / '•"'•' ' �' r' " 7. USE NON -SHRINKING HYDRAULIC CEMENT -WATER
T-2360-16 OR EQUILIVENT /\ \\ \ /\ /\ /\\ �\ STOP AT VAULT PENETRATIONS.
• ° /// %//\ ` � � \ \ \ \ //. DETECTION TAPE Mueller # H-15451 GRAVEL FOR DRAINAGE I SEE DETAIL A AND 8, ANY DEVIATION FROM THESE PLANS MUST BE
FLANGE JOINT °� OVER PIPE MATERIAL CORPORATION STOP Straight Coupling PROPERTY OR AND STABILIZATION NOTE 6 APPROVED BY LCPW PRIOR TO INSTALLATION.
VCOMPACTED EARTH1�4 Mueller #H-15008 or equal R/W LINE
COPPER --
M.J. TAPPING SLEEVE \ iv d
•. ,./ � � (O MATCH SERVICE SIZE) Mlsl'IiRPIT DOOR
O
•, , e• ' "'• \ z �/ #57 WAD
ED 6" C.I. GATE VALVE 12^ UIs FAIL A
• : " :: , \ STONE 6" D.I. WATER MAIN TAPPING SADDLE WITH IFS THREAD AND
C . , '�• : f x \STAINLESS STEEL BODY FOR 2" FORD STYLE NOTES:
20 B D FOR PIPE DIAMETER ABOVE 12" O 24"
'• > ' , OR APPROVED EQUAL. 8,
o. 1. CONTRACTOR WILL PROVIDE ALL MATERIAL SHOWN OR
INDICATED AND INSTALL SERVICES UNDER LCPW
' •�' ! ` N p 2" RESILIENT WEDGE 2" COPPER ,BRASS OR SDR74 RESTRAINED 2 ALL SUPERVISION.
TAPSIWILL BE MADE IN ACCORDANCE WITH LCPW Q GATE VALVE (SEE WS -07)
/ JOINT PVC MAY BE USED.
9. VALVE AND DOOR STATUS AFTER INSTALLATION IS
AS FOLLOWS: - VALVE BETWEEN MAIN AND VAULT
-6" TYP. FULLY OPEN - METER INLET VALVE FULLY CLOSED -
BYPASS GATE VALVE FULLY CLOSED - METER
OUTLET VALVE FULLY OPEN - DOOR LOCKED USING
SQUARE LOCKING BOLT
10. WALLS SHALL BE A SINGLE POUR. SEAL WITH
RAM-NEK OR CONSEAL BETWEEN WALLS AND
\ \\ \ \ \ \ \ \ \ \OUTLET BOTTOM AND WALLS AND LID CONTINUOUS
AROUND PERIMETER.
SPECIFICATIONS AND AWWA GUIDELINES
• •" ' , / / // // // // // // // / // / f
MINIMUM CONCRETE STRENGTH • . �. • ' : X / %4 . • !.. •�• D \ /\\ G\ /\\. \\ /\ /\ /\ / /\ /\ /\ /\ \ / 3. LCPW SHALL INSTALL ALL , 1, AND 2" METERS 7 MIN'
3000 PSI. \ \ \ \ \ \ \ \ \ \ \
4ALL
SERVICESSAFETY
, o. / // EBBA IRON MEGALUG OR ASSEMBLY (SEE WLALSO REQUIRE A RPZ POST #5 @ 12"O.C.
''' • •' "' \ APPROVED EQUAL VARIABLE
WALL IK" -t-
�/\
LINCOLN COUNTY PUBLIC WORKS
MUELLER LID AND FRAME
LINCOLN COUNTY PUBLIC WORKS
282921 or 790018-TR2
W_
115 W. MAIN STREET
LINCOLNTON, NC 28092
2 550 -VB -27 -30 -F -B -A -N
115 W. MAIN STREET
LINCOLNTON, NC 28092
115 W. MAIN STREET
11.25°
BENDS (FT)
Phone [phone] Fax [phone]
ALL CONCRETE BLOCKING PER
Phone [phone] Fax [phone]
LINCOLNTON, NC 28092
Lclff'
A B
(FT) (FT)
Phone [phone] Fax [phone]
LCPW STANDARD DETAIL WS -1
�'
Phone [phone] Fax [phone]
KIIN �mw��i��
�I�=��=��II
STANDARD HYDRANT INSTALLATION
INLET 1■
6 28.3
2.1 1.0
:��=II�
2.4 1.2
3.0
APPROVED: I MCN 1 12/31/2013 1 DRAWN BY: I JDH
9. VALVE AND DOOR STATUS AFTER INSTALLATION IS
AS FOLLOWS: - VALVE BETWEEN MAIN AND VAULT
-6" TYP. FULLY OPEN - METER INLET VALVE FULLY CLOSED -
BYPASS GATE VALVE FULLY CLOSED - METER
OUTLET VALVE FULLY OPEN - DOOR LOCKED USING
SQUARE LOCKING BOLT
10. WALLS SHALL BE A SINGLE POUR. SEAL WITH
RAM-NEK OR CONSEAL BETWEEN WALLS AND
\ \\ \ \ \ \ \ \ \ \OUTLET BOTTOM AND WALLS AND LID CONTINUOUS
AROUND PERIMETER.
SPECIFICATIONS AND AWWA GUIDELINES
• •" ' , / / // // // // // // // / // / f
MINIMUM CONCRETE STRENGTH • . �. • ' : X / %4 . • !.. •�• D \ /\\ G\ /\\. \\ /\ /\ /\ / /\ /\ /\ /\ \ / 3. LCPW SHALL INSTALL ALL , 1, AND 2" METERS 7 MIN'
3000 PSI. \ \ \ \ \ \ \ \ \ \ \
4ALL
SERVICESSAFETY
, o. / // EBBA IRON MEGALUG OR ASSEMBLY (SEE WLALSO REQUIRE A RPZ POST #5 @ 12"O.C.
''' • •' "' \ APPROVED EQUAL VARIABLE
WALL IK" -t-
�/\
LINCOLN COUNTY PUBLIC WORKS
MUELLER LID AND FRAME
LINCOLN COUNTY PUBLIC WORKS
282921 or 790018-TR2
W_
115 W. MAIN STREET
LINCOLNTON, NC 28092
2 550 -VB -27 -30 -F -B -A -N
115 W. MAIN STREET
LINCOLNTON, NC 28092
115 W. MAIN STREET
11.25°
BENDS (FT)
Phone [phone] Fax [phone]
ALL CONCRETE BLOCKING PER
Phone [phone] Fax [phone]
LINCOLNTON, NC 28092
Lclff'
A B
(FT) (FT)
Phone [phone] Fax [phone]
LCPW STANDARD DETAIL WS -1
t
Phone [phone] Fax [phone]
TYPICAL TAPPING SLEEVE INSTALLATION
STANDARD HYDRANT INSTALLATION
TYPICAL TAPPING SLEEVE
6 28.3
2.1 1.0
2.1
2.4 1.2
3.0
APPROVED: I MCN 1 12/31/2013 1 DRAWN BY: I JDH
APPROVED: I MCN 1 12/31/2013 1 DRAWN BY: JDH
SERVICE SPECIFICATIONS
SERVICE MUELLER SETTER MODEL
SIZE
MUELLER LID AND FRAME
3/ 203 -RS -18 -18 -F -S -A -N -N
282921 or 790018-TR2
1 330 -RS -18 -24 -F -S -A -N -N
282921 or 790018-TR2
2 550 -VB -27 -30 -F -B -A -N
7900981 and 282921 or 790018-TR2
SCALE: N.T.S. FIGURE: WL -06 SCALE: N.T.S. FIGURE: WL -01 SCALE: N.T.S. FIGURE: WL -04 DETAIL "B" SCALE: N.T.S. FIGURE: WL -05
THRUST BLOCK SPECIFICATIONS AND DIMENSIONS
LINCOLN COUNTY PUBLIC WORKS
TEES
AREA OF
THRUST
BLOCK
(FT -2)
LINCOLN COUNTY PUBLIC WORKS
AREA O
THRUST
BLOCK
(FT -2)
115 W. MAIN STREET
LENGT
1O SU
22.5e BENDS
(FT)
115 W. MAIN STREET
11.25°
BENDS (FT)
LINCOLNTON, NC 28092
CCU
2"O.('.
A (FT) B (FT)
LINCOLNTON, NC 28092
Lclff'
A B
(FT) (FT)
Phone [phone] Fax [phone]
A B
(FT) (FT)
WITH LINCOLN COUNTY PUBLIC WORKS FOR
Phone [phone] Fax [phone]
3/4", 1 ", and 2" WATER SERVICES
3" THRU 8" METERS WITH BYPASS
_ \/ \/
// //\
6 28.3
2.1 1.0
2.1
2.4 1.2
3.0
METER SIZ 1 3" 1 4" 1 6" 1 8"
1.6
1.3 0.6
0.8
LAY LENGTH 12" 14" 18" 20"
APPROVED: OCH 09/06/2017 DRAWN BY: JDH
APPROVED: MCN 12/31/2013 DRAWN BY: JDH
2.7 1.4
3.8
LADDER
5.3
2.4 1.2
SCALE: N.T.S. FIGURE: WL -06 SCALE: N.T.S. FIGURE: WL -01 SCALE: N.T.S. FIGURE: WL -04 DETAIL "B" SCALE: N.T.S. FIGURE: WL -05
THRUST BLOCK SPECIFICATIONS AND DIMENSIONS
AREA
FITTING (IN -2)
TEES
AREA OF
THRUST
BLOCK
(FT -2)
90° BENDS
AND DEAD
MAN (FT)
AREA O
THRUST
BLOCK
(FT -2)
45° BENDS
AND )
"
(FT)
AREA O
THRUST
BLOCK
(FT -2)
22.5e BENDS
(FT)
A O
THRUST
BLOCK
(FT -2)
11.25°
BENDS (FT)
A O
THRUST
BLOCK
(FT -2)
SIZES
(IN)
A (FT) B (FT)
CURB AT SERVICE LOCATION
A B
(FT) (FT)
SQUARE LOCKING BOLT
A B
(FT) (FT)
WITH LINCOLN COUNTY PUBLIC WORKS FOR
A B
(FT) (FT)
FINISHED GRADE
A B
(FT) (FT)
_ \/ \/
// //\
6 28.3
2.1 1.0
2.1
2.4 1.2
3.0
1.8 0.9
1.6
1.3 0.6
0.8
1.3 0.6
0.8
8 50.3
2.7 1.4
3.8
3.3 1.6
5.3
2.4 1.2
2.9
1.7 0.9
1.5
1.7 0.9
1.5
10 78.5
3.4 1.7
5.9
4.1 2.0
8.3
3.0 1.5
4.5
2.1 1.1
2.3
2.1 1.1
2.3
12 113.1
4.1 2.1
8.5
4.9 2.4
12.0
3.6 1.8
6.5
2.6 1.3
3.3
2.6 1.3
3.3
14 153.9
4.8 2.4
11.5
5.7 2.9
16.3
4.2 2.1
8.8
3.0 1.5
4.5
3.0 1.5
4.5
16 201.1
5.5 2.7
15.1
7.1 3.0
21.3
4.8 2.4
11.5
3.4 1 1.7
5.9
3.4 1.7
5.9
18 254.5
6.4 3.0
19.1
18.0 CY
27.0
5.4 2.7
14.6
3.9 1 1.9
7.4
3.9 1.9
7.4
20 314.2
7.9 3.0
23.6
22.2 CY
33.3
6.0 3.0
18.0
4.3 1 2.1
9.2
4.3 2.1
9.2
24 1 452.4
1 22 CY
33.9
1 32.0 1 CY
48.0
17.3 CY
26.0
5.1 1 2.6
1 13.2
5.1 2.6
13.2
NOTES:
1
NO, 4 REBAR
RESILIENT SEAT GATE VALVES
1.
CONTRACTOR/CUSTOMER SHALL APPLY
BLUE STAKE W/CAP
CONFORMING TO AWWA C509-01 OR
CURRENT
-
THREE INCH "W" TO BE
STAMPED OR SAW -CUT IN
rn
2. ALL SEWER FORCE MAIN VALVES SHALL
OUTLET VALVE FULLY OPEN - DOOR LOCKED USING
_
CURB AT SERVICE LOCATION
BE ECCENTRIC PLUG VALVES UNLESS
SQUARE LOCKING BOLT
10' 10'
WITH LINCOLN COUNTY PUBLIC WORKS FOR
PAVEMENT CURB
FINISHED GRADE
a
DIP OI IP
_ \/ \/
// //\
3. ANY VALVE WITH AN OPERATING NUT
OUTLET BOTTOM AND WALLS AND LID CONTINUOUS
1.
BASED ON 200 PSI STATIC PRESSURE
X/ /
AROUND PERIMETER.
\\
OPERATING NUT / / /
BULK WATER SERVICE 72 HOURS PRIOR TO
RESILENT SEAT
% /
�VN
'VA V\
45 Ccs 6"O.C.
PLUS AWWA WATER HAMMER
REQUIRED SERVICE DATE.
GATE VALVES
PROTECTIVE ENCLOSURE
ALLOWANCE ASSUMING 4000 PSF
2.
THE METER, ALL FITTINGS, PIPING, VALVES
(SEE NOTE 5)
BEARING CAPACITY OF SOIL
AND MATERIALS INCLUDING AN APPROVED
2.
ALL BEARING SURFACES TO BE
REDUCED PRESSURE BACKFLOW
CARRIED TO UNDISTURBED GROUND.
PREVENTION DEVICE SHALL BE FURNISHED
3.
THRUST BLOCKS TO BE USED AT ALL
AND INSTALLED THE
LINES OPERATING UNDER PRESSURE.
METER
CONTRACTOR/CUSTOMER. OMER.
4,
THESE DETAILS IN NO WAY LIMIT
FLANGES
3.
THE APPROVED BACKFLOW PREVENTION
TEST PORTS -
0
THE SIZE OR LOCATION OF
ADDITIONAL BLOCKING WHEN
METER
ADAPTORSS
DEVICE SHALL BE TESTED AND CERTIFIED
-
REQUESTED BY THE COUNTY
FURNISHED BY
REDUCED
PRESSURE
IN ACCORDANCE WITH LINCOLN COUNTY
ENGINEER.
PROPERTY LINE
CONTRACTOR
BACKFLOW
CROSS CONNECTION ORDINANCE AT TIME
4
4
NOTES:
INLET SIDE OUTLET SIDE
5.
DEPTH FROM GROUND SURFACE TO
AND/OR RIGHT
BRASS
OF METER INSTALLATION.
INLET SIDE
- OUTLET SIDE
1. COPPER, DI, OR BRONZE INLET AND OUTLET
SEE NOTE #1 SEE NOTED NOTES:
TOP OF BLOCKING SHALL BE
GREATER THAN HEIGHT OF
OF WAY LINE
BALL MIN.40"
VALVE
PREVENTER
4.
CONTRACTOR/CUSTOMER SHALL PROTECT
THE ASSEMBLY FROM DAMAGE.
SEE NOTE #1
SEE NOTE #1
RE UIRED
Q
1.
COPPER DI, OR BRONZE INLET AND OUTLET
BLOCKING
5.
TEMPORARY CONSTRUCTION
2. CONCRETE SLAB AND STABILIZER
6
REQUIRED
6.
ALL FITTINGS, VALVES, ETC. SHALL
• I I
JUMPER/METER ASSEMBLY SHALL NOT BE
b ®
SUPPORTS BETWEEN BACKFLOW AND
I I r} I I I I I I 2.
CONCRETE SLAB AND STABILIZER
BE WRAPPED WITH VISQUEEN OR
1/2"AR
TEE/VALVE
REMOVED UNTIL SYSTEM IS ACCEPTED AND
GROUND TO BE SIZED ACCORDINGLY OR BY
-_
SUPPORTS BETWEEN BACKFLOW AND
POLYWRAP BEFORE CONCRETE IS
PLACED, TO PREVENT CORROSION OR
ARMOR FLEX
OR
SLEEVE
CLEARANCE FOR SERVICE FORM HAS BEEN
MANUFACTURERS' RECOMMENDATIONS.
GROUND TO BE SIZED ACCORDINGLY OR BY
GATE VALVE
RECEIVED FROM LINCOLN COUNTY PUBLIC
BONDING OF THE CONCRETE TO THE
GRADE
MIN. 18°
WORKS.�-d
3. RPZ DETECTOR ASSEMBLY MUST BE
RELIEF VALVE
MANUFACTURERS' RECOMMENDATIONS.
7
BOLTS, FITTINGS, OR PIPE.
WIDTH OF THE THRUST BLOCK
TEE/VALVE
6.
ONCE THE NEW SYSTEM IS ACCEPTED, THE
RELIEF VALVE
I
CERTIFIED AND TESTED PRIOR TO
3.
RPZ ASSEMBLY MUST BE CERTIFIED AND
TEMPORARY CONSTRUCTION JUMPER ACTIVATION. CERTIFICATION AND TEST
X SHOULD BE AT LEAST TWO TIMES ,, ,• • v / TESTED PRIOR TO ACTIVATION.
X X THE HEIGHT OF THE THRUST BLOCK.I /VA/VA/ VA/VA/VA/VA/VA/ /VA� VA/VA/VA/VA/VA/ METER ASSEMBLY MUST BE COMPLETELY 12" MIN. RESULTS SHALL BE SUBMITTED TO LCPW 12" MIN./30" MAX. CERTIFICATION AND TEST RESULTS SHALL
/ REMOVED FROM M.J CAP TO M.J. CAP AND A TYPICAL
8. CUBIC YARDS OF CONCRETE IS �V��\ w� /VASA/\ /\/\/\�V\/\/V\ VA/VASA /VA/VA/VA/VA�AA/ NEW WATER MAIN PIPE IS TO BE 4. APPROPRIATE THRUST RESTRAINT AND CLEARANCE BE SUBMITTED TO LCPW
24" MIN. -12" DIA. 18" MIN. -10" DIA. \ \ \ \ \ \\ \\/\ \ 18" MINJ36" MAX.
SPECIFIED TO OPPOSE THE THRUST /, \\/ /. \/\/\� FROM
OR GREATER OR LESS FORCE WHEN DIMENSION "A" / / / //\ // /� CHLORINATED AND INSTALLED. CLEARANCE SUPPORT MEASURES ARE TO BE 4. APPROPRIATE THRUST RESTRAINT AND
36" \/\ RIGID PIPING RELIEF VALVE
EXCEEDS 8 FEET M/�\ 7. BY APPLYING FOR SERVICE, FROM DETERMINED BY OWNER/INSTALLER.
na AND GROUND SUPPORT MEASURES ARE TO BE
- - 9. ALTHOUGH THE BEARING CONTRACTOR/CUSTOMER AGREES TO TAKE SUPPORT RELIEF VALVE 5. LCPW RECOMMENDS THE INSTALLATION OF DETERMINED BY OWNER/INSTALLER.
UNDISTURBED STRENGTHS USED IN THIS TABLE MAX ONE JOINT OF PIPE WATER SERVICE FROM LINCOLN COUNTY AND GROUND A HEATED PROTECTIVE ENCLOSURE
SOIL (TYP.) : - HAVE BEEN USED SUCCESSFULLY IN PUBLIC WORKS IN ACCORDANCE WITH THE d ; ° S A HEATED PROTECTIVE ENCLOSS THE URE
TION OF
THE DESIGN OF THRUST BLOCKS AND : �; CURRENT BULK WATER RATE SCHEDULE ° " °a ° 'd ? ° AROUND ALL RPZs. ° � °.
M.J. CAP WITH 2 TAP 4" MIN. (SEE NOTE # 2) e d ° °.
AND IN ACCORDANCE WITH LINCOLN ° c; ° ° ° ... d + ° " ° / AROUND ALL RPZs.
4'MINIMUM ARE CONSIDERED TO BE ° • ° \ d °., a
UNDISTRUBED CONSERVATIVE, THEIR ACCURACY IS COUNTY PUBLIC WORKS RULES AND d ° ° ° °• ° '
SOIL TOTALLY DEPENDANT ON REGULATIONS, AND CROSS CONNECTION
X A -�Ay �:',.:.. (SEE NOTE#2)\\/\\/\\�\\/\\�\\/\\/
X ci
�I X ACCURATE SOIL IDENTIFICATION CONTROL ORDINANCE.
AND EVALUATION. THE ULTIMATE VALVE TO BE FULLY 8. CONTRACTOR/CUSTOMER.OL ORDINANCE.
IS RESPONSIBLE ° °. °
PLAN -BENDS PLAN -TEES PLAN-DEADIVAN RESPONSIBILITY FOR SELECTING THE RESTRAINED ONe °, a ° ° ° 4 SEE NOTE 42
PROPER BEARING STRENGTH OFA EXISTING MAIN 50' MAXIMUM OF NEW PIPE FOR BACTERIALOGICAL TESTING AFTER ° d° � '
FROM EXISTING WATERMAIN°
MEGALUG PIPE RESTRAINT PARTICULAR SOIL TYPE RESTS WITH CONNECTION OF TEMPORARY WATER 13 - I I DIRECTION OF FLOW I I
THE DESIGN ENGINEER. SERVICE. ° ? °. 4 °d A.
° ' °. a . "' '4
I _ d' ° ° a .4 a d (SE 12" MIN.
q'
I LINCOLN COUNTY PUBLIC WORKS z ° `°' LINCOLN COUNTY PUBLIC WORKS ° ° ° O O O ° e'
E NOTE#2
B + B `°` a �, LINCOLN COUNTY PUBLIC WORKS `°`-�, LINCOLN COUNTY PUBLIC WORKS
• ' - 115 W. MAIN STREET " • 115 W. MAIN STREET - a 115 W. MAIN STREET 115 W. MAIN STREET
., . LINCOLNTON, NC 28092 LINCOLNTON, NC 28092 e O O 0LINCOLNTON, NC 28092 LINCOLNTON, NC 28092
Phone [phone] Fax [phone] .r r Phone [phone] Fax [phone] `c r Phone [phone] Fax [phone] R r Phone [phone] Fax [phone]
24" MIN. -12" DIA. 18" MIN. -10" DIA. -A/2- -A/2- ° O O O
OR GREATER OR LESS #4 REBAR 12" ON CENTER MIN.
THRUST BLOCKING DETAIL TEMPORARY CONSTRUCTION JUMPER ° a o : , ° '. b 3" THRU 12" RPZ DETECTOR ASSEMBLY RPZ ASSEMBLY FOR 3/4" TO 2" SERVICES
d
SECTION X -X SECTION X -X ° `' • °• d . a .
DEAD MAN APPROVED: MCN 12/31/2013 DRAWN BY: JDH APPROVED: MCN 12/31/2013 DRAWN BY: JDH ° °' °° a d ' ' ° • e APPROVED: MCN 12/31/2013 DRAWN BY: JDH APPROVED: MCN 12/31/2013 DRAWN BY: JDH
BENDS & TEES BLOCKING °' ° • ° A ° a a ° '
SCALE: N.T.S. FIGURE: WS -01 SCALE: N.T.S. FIGURE: WL -09 SCALE: N.T.S. FIGURE: WL -08 SCALE: N.T.S. FIGURE : WL -07
NOTES:
SEE TABLE FOR SETTER INFORMATION
1. ALL METERS SHALL BE AMR CAPABLE ULTRASONIC 10, 10'
"OCTAVE" MASTER METERS
2. LAY LENGTH IS FOR MASTER METER OCTAVE 10, 10,
METERS. DIMENSIONS MAY VARY SLIGHTLY WITH SEWER CAST IRON LID
TYPES OF FITTINGS USED.
3. THE VAULT SHALL BE CONSTRUCTED WITH 4000 PSI p
REINFORCED CONCRETE. USE OF BLOCK MUST BE b WATER LINE
APPROVED IN WRITING BY LCPW BEFORE. WATER LINE /`--'\ PRECAST VALVE BOX PROTECTOR
CONSTRUCTION. (WATER WITH REINFORCING BARS
4. IN NON -TRAFFIC AREA USE ALUMINUM LIGHT 27° DIAMETER
b TRAFFIC (300 PSI) DOOR. IN TRAFFIC AREA USE O
AASHTO-H20 LOAD RATING ALUMINUM DOOR. p FINISH GRADE
5. DOORS ARE TO BE LOCATED SO METER CAN BE WATER MAIN SEWER LINE CENTER ONE JOINT OF - SEWER LINE
/// READ AND BE LIFTED STRAIGHT OUT. USE 3' x 3' STANDARD JOINTS - PIPE AT CROSSING
DOOR. USE ONLY LCPW APPROVED DOORS BY USE
I FABRICATION AND BILCO. HINGES SHALL BE • .
SEE LOCATED ON OUTLET SIDE OF DOOR OPENING.
v � , i.' •'�'.:. '
TAPPING SADDLE WITH CC THREAD 36" MINIMUM \ DOUBLE SUPPORT AT OPENINGS 6. ALUMINUM LADDER W/SAFETY POST SHALL BE `\ /\ /\ /\ /\ /\ +�' '� • ' \ /\ /\
AND HINGED BRASS BODY FOR 3/4"AND I" OR RUN DIAGONALS AT CORNERS 6" SUMP USED IN VAULTS S'DEEP OR DEEPER. LADDER SHALL PLAN VIEW FOR WATER LINE OVER SEWER
ED. #5-90 FOR C-900 PIPE SIZES UP To 12" OF OPENINGS BE PLACED UL OPPOSITE SIDE OF METER FROM PLAN VIEW FOR WATER LINE
FORD STYLE 2023SD FOR OTHER MATERIAL OR LINE W/LESS THAN 18 CLEARANCE
PIPE DIAMETER ABOVE 12" TO 24" OR APPROVED TOP IS TO BE INDEPENDENT OF VAULT FOR BYPASS. UNDER SEWER LINE
EQUAL I FUTURE ADJUSTMENTS OR MAJOR REPAIRS VALVE BOX SHALL BE
7. USE NON -SHRINKING HYDRAULIC CEMENT -WATER r 1 �
STOP AT VAULT PENETRATIONS. It SOUTHERN METER VALVE NOTES
Mueller # H- 15451 LGRAVEL FOR DRAINAGE I SEE DETAIL AAND 8, ANY DEVIATION FROM THESE PLANS MUST BE BOX 562-S OR EQUAL >
AND STABILIZATION NOTE 6 O
CORPORATION stop Straight Coupling PROPERTY OR APPROVED BY LCPW PRIOR TO INSTALLATION. U 1. ALL POTABLE WATER VALVES SHALL BE
Mueller #H-15008 or equal COPPER (TYPE K) R/W LINE
(TO MATCH SERVICE SIZE) METER PIT DOOR
DETAIL A
TAPPING SADDLE WITH HIS THREAD AND
STAINLESS STEEL BODY FOR 2" FORD STYLE NOTES:
202BSD FOR PIPE DIAMETER ABOVE 12" TO 24"
OR APPROVED EQUAL. $,
L CONTRACTOR WILL PROVIDE ALL MATERIAL SHOWN OR
2" RESILIENT WEDGE 2" COPPER, BRASS OR DR14 RESTRAINED INDICATED AND INSTALL SERVICES UNDER LCPW
JOINTPvcMAYBI USEDSUPERVISION.
.
GATE VALVE (SEE WS -07) 2. ALL TAPS WILL BE MADE IN ACCORDANCE WITH LCPW
1
NO, 4 REBAR
RESILIENT SEAT GATE VALVES
FULLY OPEN - METER INLET VALVE FULLY CLOSED -
6" TYP.�
BYPASS GATE VALVE FULLY CLOSED METER
WATER LINE SEWER LINE
BLUE STAKE W/CAP
CONFORMING TO AWWA C509-01 OR
CURRENT
-
THREE INCH "W" TO BE
STAMPED OR SAW -CUT IN
rn
2. ALL SEWER FORCE MAIN VALVES SHALL
OUTLET VALVE FULLY OPEN - DOOR LOCKED USING
_
CURB AT SERVICE LOCATION
BE ECCENTRIC PLUG VALVES UNLESS
SQUARE LOCKING BOLT
10' 10'
��I'1<II'�II
PAVEMENT CURB
FINISHED GRADE
a
DIP OI IP
_ \/ \/
// //\
3. ANY VALVE WITH AN OPERATING NUT
OUTLET BOTTOM AND WALLS AND LID CONTINUOUS
a
X/ /
AROUND PERIMETER.
\\
OPERATING NUT / / /
18" MIN.
SEWER LINE
O
% /
�VN
'VA V\
45 Ccs 6"O.C.
"OCTAVE" MASTER METERS
2. LAY LENGTH IS FOR MASTER METER OCTAVE 10, 10,
METERS. DIMENSIONS MAY VARY SLIGHTLY WITH SEWER CAST IRON LID
TYPES OF FITTINGS USED.
3. THE VAULT SHALL BE CONSTRUCTED WITH 4000 PSI p
REINFORCED CONCRETE. USE OF BLOCK MUST BE b WATER LINE
APPROVED IN WRITING BY LCPW BEFORE. WATER LINE /`--'\ PRECAST VALVE BOX PROTECTOR
CONSTRUCTION. (WATER WITH REINFORCING BARS
4. IN NON -TRAFFIC AREA USE ALUMINUM LIGHT 27° DIAMETER
b TRAFFIC (300 PSI) DOOR. IN TRAFFIC AREA USE O
AASHTO-H20 LOAD RATING ALUMINUM DOOR. p FINISH GRADE
5. DOORS ARE TO BE LOCATED SO METER CAN BE WATER MAIN SEWER LINE CENTER ONE JOINT OF - SEWER LINE
/// READ AND BE LIFTED STRAIGHT OUT. USE 3' x 3' STANDARD JOINTS - PIPE AT CROSSING
DOOR. USE ONLY LCPW APPROVED DOORS BY USE
I FABRICATION AND BILCO. HINGES SHALL BE • .
SEE LOCATED ON OUTLET SIDE OF DOOR OPENING.
v � , i.' •'�'.:. '
TAPPING SADDLE WITH CC THREAD 36" MINIMUM \ DOUBLE SUPPORT AT OPENINGS 6. ALUMINUM LADDER W/SAFETY POST SHALL BE `\ /\ /\ /\ /\ /\ +�' '� • ' \ /\ /\
AND HINGED BRASS BODY FOR 3/4"AND I" OR RUN DIAGONALS AT CORNERS 6" SUMP USED IN VAULTS S'DEEP OR DEEPER. LADDER SHALL PLAN VIEW FOR WATER LINE OVER SEWER
ED. #5-90 FOR C-900 PIPE SIZES UP To 12" OF OPENINGS BE PLACED UL OPPOSITE SIDE OF METER FROM PLAN VIEW FOR WATER LINE
FORD STYLE 2023SD FOR OTHER MATERIAL OR LINE W/LESS THAN 18 CLEARANCE
PIPE DIAMETER ABOVE 12" TO 24" OR APPROVED TOP IS TO BE INDEPENDENT OF VAULT FOR BYPASS. UNDER SEWER LINE
EQUAL I FUTURE ADJUSTMENTS OR MAJOR REPAIRS VALVE BOX SHALL BE
7. USE NON -SHRINKING HYDRAULIC CEMENT -WATER r 1 �
STOP AT VAULT PENETRATIONS. It SOUTHERN METER VALVE NOTES
Mueller # H- 15451 LGRAVEL FOR DRAINAGE I SEE DETAIL AAND 8, ANY DEVIATION FROM THESE PLANS MUST BE BOX 562-S OR EQUAL >
AND STABILIZATION NOTE 6 O
CORPORATION stop Straight Coupling PROPERTY OR APPROVED BY LCPW PRIOR TO INSTALLATION. U 1. ALL POTABLE WATER VALVES SHALL BE
Mueller #H-15008 or equal COPPER (TYPE K) R/W LINE
(TO MATCH SERVICE SIZE) METER PIT DOOR
DETAIL A
TAPPING SADDLE WITH HIS THREAD AND
STAINLESS STEEL BODY FOR 2" FORD STYLE NOTES:
202BSD FOR PIPE DIAMETER ABOVE 12" TO 24"
OR APPROVED EQUAL. $,
L CONTRACTOR WILL PROVIDE ALL MATERIAL SHOWN OR
2" RESILIENT WEDGE 2" COPPER, BRASS OR DR14 RESTRAINED INDICATED AND INSTALL SERVICES UNDER LCPW
JOINTPvcMAYBI USEDSUPERVISION.
.
GATE VALVE (SEE WS -07) 2. ALL TAPS WILL BE MADE IN ACCORDANCE WITH LCPW
1
ll`�rJUll' 1 -wII j
�IIIIIIIIIII!•
RESILIENT SEAT GATE VALVES
FULLY OPEN - METER INLET VALVE FULLY CLOSED -
6" TYP.�
BYPASS GATE VALVE FULLY CLOSED METER
"OCTAVE" MASTER METERS
2. LAY LENGTH IS FOR MASTER METER OCTAVE 10, 10,
METERS. DIMENSIONS MAY VARY SLIGHTLY WITH SEWER CAST IRON LID
TYPES OF FITTINGS USED.
3. THE VAULT SHALL BE CONSTRUCTED WITH 4000 PSI p
REINFORCED CONCRETE. USE OF BLOCK MUST BE b WATER LINE
APPROVED IN WRITING BY LCPW BEFORE. WATER LINE /`--'\ PRECAST VALVE BOX PROTECTOR
CONSTRUCTION. (WATER WITH REINFORCING BARS
4. IN NON -TRAFFIC AREA USE ALUMINUM LIGHT 27° DIAMETER
b TRAFFIC (300 PSI) DOOR. IN TRAFFIC AREA USE O
AASHTO-H20 LOAD RATING ALUMINUM DOOR. p FINISH GRADE
5. DOORS ARE TO BE LOCATED SO METER CAN BE WATER MAIN SEWER LINE CENTER ONE JOINT OF - SEWER LINE
/// READ AND BE LIFTED STRAIGHT OUT. USE 3' x 3' STANDARD JOINTS - PIPE AT CROSSING
DOOR. USE ONLY LCPW APPROVED DOORS BY USE
I FABRICATION AND BILCO. HINGES SHALL BE • .
SEE LOCATED ON OUTLET SIDE OF DOOR OPENING.
v � , i.' •'�'.:. '
TAPPING SADDLE WITH CC THREAD 36" MINIMUM \ DOUBLE SUPPORT AT OPENINGS 6. ALUMINUM LADDER W/SAFETY POST SHALL BE `\ /\ /\ /\ /\ /\ +�' '� • ' \ /\ /\
AND HINGED BRASS BODY FOR 3/4"AND I" OR RUN DIAGONALS AT CORNERS 6" SUMP USED IN VAULTS S'DEEP OR DEEPER. LADDER SHALL PLAN VIEW FOR WATER LINE OVER SEWER
ED. #5-90 FOR C-900 PIPE SIZES UP To 12" OF OPENINGS BE PLACED UL OPPOSITE SIDE OF METER FROM PLAN VIEW FOR WATER LINE
FORD STYLE 2023SD FOR OTHER MATERIAL OR LINE W/LESS THAN 18 CLEARANCE
PIPE DIAMETER ABOVE 12" TO 24" OR APPROVED TOP IS TO BE INDEPENDENT OF VAULT FOR BYPASS. UNDER SEWER LINE
EQUAL I FUTURE ADJUSTMENTS OR MAJOR REPAIRS VALVE BOX SHALL BE
7. USE NON -SHRINKING HYDRAULIC CEMENT -WATER r 1 �
STOP AT VAULT PENETRATIONS. It SOUTHERN METER VALVE NOTES
Mueller # H- 15451 LGRAVEL FOR DRAINAGE I SEE DETAIL AAND 8, ANY DEVIATION FROM THESE PLANS MUST BE BOX 562-S OR EQUAL >
AND STABILIZATION NOTE 6 O
CORPORATION stop Straight Coupling PROPERTY OR APPROVED BY LCPW PRIOR TO INSTALLATION. U 1. ALL POTABLE WATER VALVES SHALL BE
Mueller #H-15008 or equal COPPER (TYPE K) R/W LINE
(TO MATCH SERVICE SIZE) METER PIT DOOR
DETAIL A
TAPPING SADDLE WITH HIS THREAD AND
STAINLESS STEEL BODY FOR 2" FORD STYLE NOTES:
202BSD FOR PIPE DIAMETER ABOVE 12" TO 24"
OR APPROVED EQUAL. $,
L CONTRACTOR WILL PROVIDE ALL MATERIAL SHOWN OR
2" RESILIENT WEDGE 2" COPPER, BRASS OR DR14 RESTRAINED INDICATED AND INSTALL SERVICES UNDER LCPW
JOINTPvcMAYBI USEDSUPERVISION.
.
GATE VALVE (SEE WS -07) 2. ALL TAPS WILL BE MADE IN ACCORDANCE WITH LCPW
9. VALVE AND DOOR STATUS AFTER INSTALLATION IS
AS FOLLOWS: - VALVE BETWEEN MAIN AND VAULT
1
MUELLER SETTER MODEL
RESILIENT SEAT GATE VALVES
FULLY OPEN - METER INLET VALVE FULLY CLOSED -
6" TYP.�
BYPASS GATE VALVE FULLY CLOSED METER
WATER LINE SEWER LINE
BRICK BRICK
CONFORMING TO AWWA C509-01 OR
CURRENT
-
282921 or 790018 -TR2
rn
2. ALL SEWER FORCE MAIN VALVES SHALL
OUTLET VALVE FULLY OPEN - DOOR LOCKED USING
_
BE ECCENTRIC PLUG VALVES UNLESS
SQUARE LOCKING BOLT
10' 10'
��I'1<II'�II
APPROVED IN WRITING BY LCPW
�II�II=II'
a
DIP OI IP
_ \/ \/
// //\
3. ANY VALVE WITH AN OPERATING NUT
OUTLET BOTTOM AND WALLS AND LID CONTINUOUS
a
GATE VALVE W/2"X2"
\ \\ `\ \
\\\/\\\/
IIIIIIIIIIIII&M.�
AROUND PERIMETER.
9. VALVE AND DOOR STATUS AFTER INSTALLATION IS
AS FOLLOWS: - VALVE BETWEEN MAIN AND VAULT
SERVICE
SIZE
MUELLER SETTER MODEL
RESILIENT SEAT GATE VALVES
FULLY OPEN - METER INLET VALVE FULLY CLOSED -
6" TYP.�
BYPASS GATE VALVE FULLY CLOSED METER
WATER LINE SEWER LINE
BRICK BRICK
CONFORMING TO AWWA C509-01 OR
CURRENT
-
282921 or 790018 -TR2
rn
2. ALL SEWER FORCE MAIN VALVES SHALL
OUTLET VALVE FULLY OPEN - DOOR LOCKED USING
_
BE ECCENTRIC PLUG VALVES UNLESS
SQUARE LOCKING BOLT
10' 10'
ZI w
APPROVED IN WRITING BY LCPW
10. WALLS SHALL BE A SINGLE POUR. SEAL WITH
RAM-NEK OR CONSEAL BETWEEN WALLS AND
a
DIP OI IP
_ \/ \/
// //\
3. ANY VALVE WITH AN OPERATING NUT
OUTLET BOTTOM AND WALLS AND LID CONTINUOUS
a
GATE VALVE W/2"X2"
\ \\ `\ \
\\\/\\\/
DEEPER THAN 6' BELOW GRADE SHALL
AROUND PERIMETER.
\\
OPERATING NUT / / /
BE UIPED WITH A RISER STEM TO
Q
SEWER LINE
O
% /
WITHIN
WITHIN 12" OF GRADE
SPECIFICATIONS AND AWWA GUIDELINES f WATER LINE \\ \\� 4. SUPPORT BLOCK SHALL BE SIZED TO
3. LCPW SHALL INSTALL ALL %4 , 1, AND 2" METERS 7MIN' WATER MAIN EVENLY DISTRIBUTE THE WEIGHT OF
t
4. ALL IRRIGATION SERVICES ALSO REQUIRE A RPZ l O' 10
, THE VALVE,VALVE BOX ASSEMBLY, AND
SAFETY COMPACTED EARTHAS
ASSEMBLY (SEE WL -7) POST DIP or CIP CENTER ONE JOINT ANY OTHER APPLICABLE LOADS DETERMINED BY THE DESIGN ENGINEER
NOTES OF PIPE AT
wnLL CROSSING /\/\\/\\/ : `.. °•' N .°
SUPPORT BLOCK
SERVICE SPECIFICATIONS
SERVICE
SIZE
MUELLER SETTER MODEL
MUELLER LID AND FRAME
%4
203 -RS -18 -18 -F -S -A -N -N
282921 or 790018 -TR2
1
330 -RS -18 -24 -F -S -A -N -N
282921 or 790018 -TR2
2
550 -VB -27 -30 -F -B -A -N
7900981 and 282921 or 790018-TR2
LINCOLN COUNTY PUBLIC WORKS 1. IF DIMENSION "a" IS LESS THAN 18" BOTH WATER AND SEWER LINE SHALL BE k / / / ' ' •
CCU,,
LINCOLN COUNTY PUBLIC WORKS �LINCOLN COUNTY PUBLIC WORKS \ \ a : i \i \i `°'wr LINCOLN COUNTY PUBLIC WORKS
115 W. MAIN STREET 115 W. MAIN STREET ' 115 W. MAIN STREET 115 W. MAIN STREET
12"QC. o so DUCTILE IRON PIPE, FOR 10EACH SIDE OF CROSSING///\/\/\/LI NCOLNTON, NC 28092 LINCOLNTON, NC 28092 LINCOLNTON, NC 28092 LINCOLNTON, NC 28092
Phone[phone] 'R` r Phone[phone] Fax[phone]• WHERE WATER MUST CROSS UNDER SEWER ONE JOINT OF DIP WATER MAIN PIPE p° ,. Phone[phone] Fax[phone] / / / / / / / / / / / 'R` Phone[phone] Fax[phone]
SHALL BE CENTERED AT THE POINT OF CROSSING \\ /\\ /\\ /\\ /\\ /\\ /\\ /\\ /\\ /\\ /\\ /\
3. ALL WATER AND SEWER CROSSINGS MUST MEET NCDENR MINIMUM
3/4", 1 ", and 2" WATER SERVICES METER SIZE 1 3" 1 4" 6" 8" 3" THRU 8" METERS WITH BYPASS SEPARATION REQUIREMENTS WATER AND SEWER CROSSING REQUIREMENTS VALVE BOX AND VALVE
APPROVED: OCH 09/06/2017 DRAWN BY: JDH LADDER LAY LENGTH 1 12" 1 14" 18" 20" APPROVED: I MCN 1 12/31/2013 1 DRAWN BY: I JDH APPROVED: I MCN 1 12/31/2013 DRAWN BY: I JDH APPROVED: MCN 12/31/2013 DRAWN BY: JDH
SCALE: N.T.S. FIGURE: WL -04 DETAIL "B" SCALE: N.T.S. FIGURE: WL -05 SCALE: N.T.S. FIGURE: WS -02 SCALE: N.T.S. FIGURE: WS -07
PROPERTY
LINE
4" THREADED CLEAN OUT NOTES:
PVC PLUG 4 1. WHEN A SADDLE IS USED, THE HOLE
NOTES:
SHALL BE INSTALLED BY CORING
2. THE FULL LENGTH OF THE SERVICE 1. ALL CASTINGS TO BE FREE FROM SAND HOLES
\f �j AND NO PLUGGING WILL BE ALLOWED.
FINISHED RADE / / - DITCH SHALL BE COMPACTED IN 6" 2. CAST WITH THE USE OF ALUMINUM
\ \ \ \ \ \ \ \ \ \\ /\ / / \/ LAYERS WITH MECHANICAL TAMP.
PATTERNS. _
\ STANDARD PRE CAST 4 SDR 35 PIPE
�/i . /i .3. CASTING TO BE PAINTED WHILE HOT WITH -
CONCRETE MANHOLE, SUPPORTED WITH BRACKET
\\\\\\ \\\\\\\\\\ GUARD STAKE REQUIRED :'\\ '\NX _' \\
rrl
rq� coALTAR. SEE DETAIL SS -1 AND CLEAN OUT CAP \\\\ (- I- 11 I-
x&, AT CLEAN OUT LOCATION• \`� ,• %�\ 4. SLIGHT DRAFT ALLOWED ON STRAIGHT NATIVE
/ FACES. / / / ONLY IF MATERIAL S SUITABLE
\ /\ /\ \ \ DETAIL "C -C" SDR 35 PVC \ \\ I I I I I \\
UNTIL LANDSCAPING IS' \\ \ \ \ 5. COVERS SHALL HAVE TWO - 1" DIAMETER \ \ COMPACTED TO 95% \
/ + f HOLES. WATERTIGHT COVERS SHALL BE / \
COMPLETED // // / / //// STD. SEWER //\//
/\/\/ SOLID WITH RUBBER GASKET SEAL AND \\ \\ \\\ \\ \\ \\ : \\\ i i \�/\\/\\/\\/\/\/\` PIPE MINIMUM
/ STANDARD PROCTOR DENSITY
\\\�\// j TOP OF COVER LIFTING BARS. /\//\//\//\a
\\ 6. STANDARD LETTERS UNLESS OTHERWISE\//\; I \ \\ \\ \ \ \ \ PROVIDE D.I.P. TO
/ 4" PVC SPECIFIED. / / \/\/\/ \ \ \ \
\\ \\\ \ /\/\/\� 7. APPROXIMATE WEIGHTS /\\//\\//\\/ /\\//\/`. \\/ 1//\\//\\//\\//\\//\\//\\/ UN- DISTURBED\\/ \
ASTM D 3034, /�\/� /\/\/ / / / / / / / / / _
SDR36 OR BOTTOM OF COVER 1/2"
FRAME
- 120 LBS / //\//\\ \// \// /\ /\ /\ // 9AMINRIMUM\\// I /\\/ lr' MIN. /\\/
4'-0" /j\///\�/ 4" Cl SOIL PIPE PLUG UNTIL HOUSE 1 TOTAL - 310 LBS.\//�\//%\� M.J. CROSS TO /\/ \/ \/\
SERVICE CONNECTION 1/2" 8. COVERS SHALL BE USF669 RING AND KL BE SIZED TO INFLUENT \\//\\/
BARREL OF PIPE TO IS MADE COVER OR EQUAL. WATERTIGHT COVERS
MAIN AND REDUCED TO /
CONCRETE HEST ON UNDISTURBED SOIL P 6 SHALL BE USF710 RING AND DPSSG COVER OR DAM -1/2 4" ON TOP CAREFULLY COMPACTED
1/4" PER FT. MIN. EQUAL. 9. WHEN THE MANHOLE IS EXPOSED TO ROAD PIPE DIA.\\/ 2" MINIMUM SELECT BACKFILL 95% \\/\
/ / STANDARD PROCTOR DENSITY
TRAFFIC, THE TOP OF THE FRAME IS TO BE MAXIMUM DUCTILE IRON PIPE \/\/LIFTS)
FLUSH WITH THE GROUND. AT THE OTHER >
- \ \ (COMPACTED IN 6" \ \ \ \ \ \ \ \
+ , CORE &NEOPRENE 2'-1 1/4" LOCATIONS IT SHALL BE 9" ABOVE THE - ' 4'-0" MINIMUM DROP PIPE TO/ //\ /BOOT BY DEVELOPERCOMBINATION LONG 3/4„ F-11 3/4" GROUND. c`BE SAME SIZE �//z
\, \ \\ \
og .. . •., r '. `.. „`•,• • , ••: � •' ON NEW MH TURN PATTERN Y V-11 1/2" 10. RIMS AND COVERS TO BE GRAY CAST IRON //\//\/ j\// SPRING LINE
' • ' • . • •. AS INF UENT
t ' AND 1/8 BEND COMPLYING TO ASTM A48, CLASS 30 IRON. L \ \ W \
1 3/8 1-1/2" 11. MANHOLES COVERS SHALL BE HEAVY DUTY MAIN //\//\ cx \/\/ q
�- AND RATED FOR H-20 TRAFFIC LOADS. CONCRETE \\\\\\�\ ¢\\/\ HAUNCHING # 57 WASHED STONE CLASS C (TYPICAL FORCEMAIN)
COMPACTED GRANULAR MATERIAL
PROPERTY OWNER'S 3 �� a 90° \\\/\\\/\\\/� > N /\\ 95% STANDARD PROCTOR DENSITY LOAD
OO APED FACTOR BOTTOS
2-1/8" 2-3/4'. 7-1/2" BEND /\/
RESPONSIBILITY FROM 1/2 3 1/4D(4" MINIMUM)
M.H. OR MAIN TO
1/8 BEND STRUCTURE �
\\ \\ \\ \\` /
/
\ V
TAPPING SADDLE 1'-1
0 7/81/2"
E .;.. 12" MIN. 4-3/8" T -r' _ o \\/j\�\�\�/\\ ��\/ \ /\\/\
/A
o' v - l
UNDISTURBED CLASS B (TYPICAL GRAVITY S R)
LINCOLN COUNTY PUBLIC WORKS
T-91/4" ; e`' LINCOLN COUNTY PUBLIC WORKS MATERIAL ° r LINCOLN COUNTY PUBLIC WORKS `°'- , LINCOLN COUNTY PUBLIC WORKS
COMPACTED GRANULAR BEDDING
1 l5 W. MAIN STREET 115 W. MAIN STREET 115 W. MAIN STREET 115 W. MAIN STREET
• �5° LOAD FACTOR 1.9
•on on NO. 57 STONE BASE on on
LINCOLNTON, NC 28092 LINCOLNTON, NC 28092 LINCOLNTON, NC 28092 LINCOLNTON, NC 28092
Phone [phone] Fax [phone] 'Osr Phone [phone] Fax [phone] `� Phone [phone] Fax [phone] °•ar Phone [phone] Fax [phone]
EXISTING '
MAIN (SEE TAP SPECIFICATIONS) LATERAL CONNECTION TO EXISTING SEWER CAST IRON FRAME AND COVER FOR MANHOLES DROP MANHOLE CONNECTION STANDARD BEDDING FOR SEWER PIPE
APPROVED: MCN12/31/2013 DRAWN BY: JDH APPROVED: MCN 12/31/2013 DRAWN BY: JDH APPROVED: MCN 12/31/2013 DRAWN BY: JDH APPROVED: MCN 12/31/2013 DRAWN BY: JDH
SCALE: N.T.S. FIGURE: SS -05 SCALE: N.T.S. FIGURE: WS -05 SCALE: N.T.S. FIGURE: SS -03 SCALE: N.T.S. FIGURE: SS -04
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