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LOCATION
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PROJECT NAME:
POPLAR GLEN STORMWATE
FOR
TOWN OF INDIAN
INDIAN TRAIL, NORTH
DRAWING TITLE:
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ENGINEER:
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TOWN OF INDIAN TRAIL WK DICKSON TIDEMARK LAND SURVICES PRIOR TO CONSTRUCTION, DIGGING, OR EXCAVATION THE
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INDIAN TRAIL, NC 28079 [e-mail] [e-mail] RESULTING FROM CONSTRUCTION ACTIVITIES SHALL BE THE
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PROJECT NOTES
• OWNER:
TOWN OF INDIAN TRAIL
315 MATTHEWS-INDIAN TRAIL ROAD
INDIAN TRAIL, NC 28079
CONTACT - TODD HUNTSINGER
PHONE - 704-821-5401
• ENGINEER:
1213 W MOREHEAD ST STE 300
CHARLOTTE, NC 28208
CONTACT - MICHAEL ELLISON
PHONE - 800-603-2872
• SITE ADDRESS:
5193 POPLAR GLEN DR
INDIAN TAIL NC 28104
DISTURBED AREA: 0.95 ACRES
PROJECT TOLERANCE: +/- 0.10 FT
•
•
PROJECT DESCRIPTION
THIS PROJECT INCLUDES THE DISTURBANCE OF 0.95 AC TO PROVIDE APPROXIMATELY 470 LF OF
STREAM RESTORATION.
GENERAL NOTES
1. EXISTING SITE INFORMATION IS BASED ON FIELD -RUN SURVEY DATA COMPLETED BY TIDEMARK
LAND SERVICES, ON 08-26-2020. ALL SITE FEATURES TO BE FIELD VERIFIED BY CONTRACTOR
PRIOR TO COMMENCEMENT OF CONSTRUCTION.
2. NOTIFY TOWN OF INDIAN TRAIL INSPECTORS 24 HOURS BEFORE THE BEGINNING OF EVERY
PHASE OF CONSTRUCTION.
3. ALL BUFFERS AND TREE SAVE AREAS SHALL BE CLEARLY IDENTIFIED BY FLAGGING AND/OR
FENCING PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE.
4. ALL CONSTRUCTION TO COMPLY WITH TOWN OF INDIAN TRAIL STANDARDS.
5. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL BY TOWN OF INDIAN TRAIL FOR
ANY LAND DISTURBING ACTIVITIES WITHIN WATERS OF THE STATE AND WATERS OF THE UNITED
STATES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE APPROPRIATE
REGULATORY AGENCY APPROVAL, OF ANY DISTURBANCE TO WATERS OF THE STATE AND
WATERS OF THE UNITED STATES.
6. ALL DIMENSIONS ARE TO FACE OF CURB, FACE OF BUILDING, EDGE OF PAVEMENT, CENTERLINE
OF PIPE, CENTER OF STRUCTURE UNLESS OTHERWISE NOTED.
7. APPROVAL OF WORK WITHIN THE RIGHT OF WAY (R/W) IS DEFERRED TO TOWN OF INDIAN TRAIL.
8. CONTRACTOR SHALL MAINTAIN EXISTING PEDESTRIAN TRAVELWAY, (SIDEWALK) TO THE EXTENT
POSSIBLE DURING CONSTRUCTION.
TOWN OF INDIAN TRAIL NOTES
1. ANY SIGNS TO BE PERMITTED THROUGH TOWN OF INDIAN TRAIL.
2. ANY CONSTRUCTION TRAILERS USED ARE TO BE PERMITTED THROUGH THE TOWN OF INDIAN
TRAIL.
3. 72 HRS NOTICE IS REQUIRED TO NORTH CAROLINA 811 UTILITY NOTIFICATION CENTER BEFORE
ANY PLANNED DIGGING.
DEMOLITION/EXISTING CONDITION NOTES
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE PARTIES AND
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG MEN, ETC. AS
NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT ARE TO BE PLACED IN ACCORDANCE WITH THE
STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND TOWN OF INDIAN
TRAIL DEPARTMENT OF TRANSPORTATION.
4. ANY SHORING WILL BE IN ACCORDANCE WITH OSHA TRENCHING STANDARDS PART 1926,
SUBPART P OR AS AMENDED.
5. CONTRACTOR SHALL ESTABLISH INITIAL EROSION CONTROL MEASURES PRIOR TO DEMOLITION
OF EXISTING STRUCTURES.
6. CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, AND FEDERAL RULES AND REGULATIONS
CONCERNING THE DEMOLITION AND REMOVAL OFFSITE OF ALL CONSTRUCTION DEBRIS.
7. CONTRACTOR SHALL COMPLETE DEMOLITION WORK IN AN EXPEDITIOUS AND TIMELY MANNER.
8. CONTRACTOR SHALL CONTACT ALL AFFECTED UTILITY COMPANIES PRIOR TO BEGINNING
DEMOLITION.
STORMWATER MANAGEMENT NOTES
1. SEE DETAILS FOR STORM STRUCTURES. ANY CHANGES SHALL BE APPROVED BY ENGINEER
AND TOWN OF INDIAN TRAIL.
2. ALL TOWN OF INDIAN TRAIL OWNED STORM DRAINAGE PIPE TO BE CLASS III RCP UNLESS
OTHERWISE NOTED.
3. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATER
CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANY OTHER OBJECTS
WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED.
4. STORM DRAINAGE PIPES SHALL NOT BE CONNECTED TO BOXES AT THE CORNERS OR AT
SEVERE ANGLES.
5. ALL DRAINAGE STRUCTURES SHALL BE PRECAST CONCRETE.
6. POST -DEVELOPMENT STORMWATER RUNOFF MUST BE MANAGED SO AS TO PREVENT DAMAGE
TO PUBLIC AND PRIVATE PROPERTY AND INFRASTRUCTURE; SAFEGUARD PUBLIC HEALTH,
SAFETY, AND GENERAL WELFARE; AND PROTECT THE ENVIRONMENT, INCLUDING WATER AND
AQUATIC RESOURCES. PRE -DEVELOPMENT SURFACE RUNOFF CHARACTERISTICS SHOULD BE
MAINTAINED TO THE MAXIMUM PRACTICAL EXTENT.
7. STORMWATER MANAGEMENT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL
APPLICABLE PROVISIONS OF THE TOWN OF INDIAN TRAIL UDO.
8. STORM WATER COLLECTION AND CONVEYANCE FACILITIES INCLUDE, BUT ARE NOT LIMITED
TO, SWALES, CHANNELS, DITCHES, HEADWALLS, STREET GUTTERS, CATCH BASINS, DROP
INLETS, STORM DRAINAGE PIPES, JUNCTION BOXES, AND CULVERTS. THESE IMPROVEMENTS
SHALL BE PROVIDED TO PROTECT THE PUBLIC RIGHT-OF-WAY, AS WELL AS PRIVATE
PROPERTIES ADJOINING PROJECT SITES OR PUBLIC RIGHT-OF-WAY. EXISTING NATURAL
DRAINAGE CHANNELS SHALL BE IMPROVED AS DEEMED NECESSARY BY THE ENGINEER TO
PREVENT EROSION, FLOODING, OR OTHER HAZARD.
9. COLLECTION AND CONVEYANCE FACILITIES SHALL BE LARGE ENOUGH TO ACCOMMODATE THE
RUNOFF FROM THEIR ENTIRE CONTRIBUTING DRAINAGE AREAS, INCLUDING OFFSITE. OFFSITE
RUNOFF RATES SHALL BE DETERMINED BASED ON THE MAXIMUM POTENTIAL DEVELOPMENT
DENSITY ALLOWED BY THE ZONING ORDINANCE.
10. MAJOR AND MINOR DRAINAGE SYSTEM DESIGN SHALL BE IN ACCORDANCE WITH THE
RECOMMENDATIONS, GUIDELINES, PROCEDURES, AND METHODOLOGIES PRESENTED IN
CHAPTER 4 OF THE GEORGIA STORMWATER MANAGEMENT MANUAL (GSMM) AND THE
STANDARDS AND SPECIFICATIONS OF THIS DOCUMENT. WHEREVER THESE DOCUMENTS
OVERLAP, THE MORE STRINGENT REQUIREMENT OR GUIDELINE SHALL APPLY.
11. SEE DETAILS FOR FOR STORM STRUCTURES. ANY CHANGES SHALL BE APPROVED BY
ENGINEER AND TOWN OF INDIAN TRAIL.
STORMWATER MANAGEMENT FACILITY INSPECTION &
MAINTENANCE AGREEMENT
1. A STORMWATER MANAGEMENT FACILITY INSPECTION & MAINTENANCE AGREEMENT MUST BE
EXECUTED BY THE OWNER OF ANY DEVELOPMENT SITE THAT REQUIRES STORMWATER
MANAGEMENT FACILITIES, IN ACCORDANCE WITH TOWN OF INDIAN TRAIL UDO. A COPY OF THE
APPROVED OPERATION & MAINTENANCE PLAN MUST BE ATTACHED TO THE AGREEMENT.
EROSION CONTROL NOTES
1. ALL EROSION CONTROL MEASURES SHALL BE IN COMPLIANCE WITH THE MOST RECENT EDITION
OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
2. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF
THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT
THE SEDIMENT SOURCE
3. SEDIMENT AND EROSION MEASURES AND PRACTICES TO BE INSPECTED DAILY.
4. ALL DISTURBED AREAS TO BE GRASSED AS SOON AS CONSTRUCTION PHASES PERMIT.
5. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF
EROSION CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND
DISTURBING ACTIVITIES.
UTILITY NOTES
1. UTILITIES MAY EXIST WHICH ARE NOT ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR CONTACTING THE UTILITY COMPANIES HAVING UTILITIES WITHIN OR ADJACENT TO THE
WORK AREA. THE CONTRACTOR SHALL HAVE THE UTILITIES FIELD LOCATED AND COORDINATE
WITH UTILITY COMPANIES TO HAVE THEM RELOCATED AND/OR ADAPTED AS NECESSARY.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR HEREIN TO CAUSE THE
ADJUSTMENT/RELOCATION OF ANY UTILITY FACILITIES AT NO COST TO THE OWNER. THESE
EXISTING UTILITIES SHALL INCLUDE BUT NOT BE LIMITED TO, ABOVE GROUND (POLES, GUY
WIRES, FIRE HYDRANTS, ETC.) AND ANY EXISTING UNDERGROUND UTILITIES (GAS, WATER,
SEWER, TELEPHONE, ETC.) WHICH WILL BE UNDER THE PAVEMENT, EITHER UNDER ACCEL, DECEL
LANES OR NEW THROUGH LANES. THESE SHALL BE ADJUSTED/RELOCATED IN ACCORDANCE
WITH THE WITH NCDOT STANDARDS.
CONSTRUCTION STANDARDS
1 STORM DRAIN SYSTEM MATERIAL AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE
STANDARDS AND THOSE OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT)
STANDARD SPECIFICATIONS. WHEREVER THESE DOCUMENTS OVERLAP, THE MORE STRINGENT
REQUIREMENT OR GUIDELINE SHALL APPLY.
2. ALL INLETS, JUNCTION BOXES, AND OUTLET CONTROL STRUCTURES SHALL HAVE MANHOLE
FRAMES AND LIDS FOR ACCESS.
SITE CONSTRUCTION NOTES
1 ALL DIMENSIONS ARE MEASURED FROM FACE OF CURB UNLESS OTHERWISE NOTED.
2. CONTRACTOR TO ENSURE POSITIVE DRAINAGE TO DRAINAGE STRUCTURES ACROSS THE SITE.
3. ALL HANDICAP ACCESS RAMPS SHALL COMPLY WITH THE LATEST EDITION OF THE ADA
ACCESSIBILITY GUIDELINES.
4. ALL WORK AND MATERIALS SHALL CONFORM TO NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION (NCDOT), UNION COUNTY, AND TOWN OF INDIAN TRAIL STANDARDS.
5. ALL ASPHALT CUTS SHALL BE MADE WITH A SAW WHEN PREPARING STREET SURFACES FOR
PATCHING OR WIDENING.
6. WHEN PLACING ASPHALT AGAINST EXISTING SURFACES, A STRAIGHT EDGE SHALL BE USED TO
PREVENT "HUMPING" AT THAT LOCATION.
7. STONE BASE SHALL BE PRIMED IF PAVING IS NOT COMPLETE WITHIN SEVEN (7) DAYS OF
APPROVAL.
8. SURFACES SHALL BE TACKED WHEN ASPHALT IS BEING PLACED OVER EXISTING ASPHALT
STREETS OR ADJOINING CONCRETE, STORM DRAIN AND SANITARY SEWER STRUCTURES.
9. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF
TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE
ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD CONDITIONS.
10. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3600 PSI AT 28 DAYS
UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PREPARE CONCRETE TEST CYLINDERS
IN ACCORDANCE WITH SECTION 500 OF GDOT STANDARD SPECIFICATIONS AT THE DIRECTION
OF THE PROJECT INSPECTOR. THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT AND
CYLINDER MOLDS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT THE
CYLINDERS UNTIL SUCH TIME AS THEY TRANSPORTED FOR TESTING. AN INDEPENDENT
TESTING LAB SHALL PERFORM TESTING FOR PROJECTS AT NO COST TO THE CITY/COUNTY.
THE CONTRACTOR SHALL PROVIDE EQUIPMENT AND PERFORM TESTS ON CONCRETE FOR A
MAXIMUM SLUMP AND AIR CONTENT AS DEFINED IN SECTION 500 OF GDOT STANDARD
SPECIFICATIONS. THESE TESTS SHALL BE PERFORMED AT A FREQUENCY ESTABLISHED BY THE
INSPECTOR. THE CONTRACTOR SHALL REMOVE MATERIALS FAILING TO MEET SPECIFICATIONS.
11. ALL BACKFILL SHALL BE NON -PLASTIC IN NATURE , FREE FROM ROOTS, VEGETATIVE MATTER,
WASTE, CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL
SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND THE MATERIAL SHALL
HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS
OR PROOF ROLLING.
12. MATERIALS DEEMED BY THE INSPECTOR AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE
REMOVED AND REPLACED WITH SELECT BACKFILL MATERIAL.
13. THE FILL AROUND ALL PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX (6) INCHES AND
EACH LAYER SHALL BE COMPACTED THOROUGHLY.
14. UNDER NO CIRCUMSTANCE SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED
TRENCHES AFTER THE PIPE HAS BEEN PLACED.
15. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL COMPACTION
METHODS. EACH SIX (6) INCH LAYER OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY
COMPACTED INTO PLACE.
16. STRAIGHT FORMS SHALL NOT BE USED FOR FORMING CURB AND GUTTER IN CURVES.
17. ALL EXCESS CONCRETE ON THE FRONT EDGE (LIP) OF GUTTER SHALL BE REMOVED WHEN
CURB AND GUTTER POURED WITH A MACHINE.
18. ALL SUBGRADE SHALL BE COMPACTED TO 100% OF THE MAXIMUM DENSITY OBTAIBALE WITH
THE STANDARD PROCTOR TEST TO A DEPTH OF EIGHT (8) INCHES, AND DENSITY OF 95%
STANDARD PROCTOR FROM DEPTHS GREATER THAN EIGHT (8) INCHES UNLESS OTHERWISE
NOTED. THE DEVELOPER SHALL PERFORM ALL TESTS AT NO COST TO THE CITY.
19. A CANVAS COVER OR OTHER SUITABLE COVER SHALL BE REQUIRED FOR TRANSPORTING
PLANT MIX ASPHALT DURING COOL WEATHER WHEN THE FOLLOWING CONDITIONS ARE
PRESENT:
A. AIR TEMPERATURE IS BELOW 60°F.
B. LENGTH OF HAUL FROM PLANT TO JOB IS GREATER THAN FIVE (5) MILES.
C. OTHER OCCASIONS AT THE INSPECTOR'S DISCRETION WHEN A COMBINATION OF
FACTORS INDICATES THAT MATERIAL COULD BE COVERED IN ORDER TO ASSURE PROPER
PLACEMENT TEMPERATURE.
20. CONCRETE OR ASPHALT SHALL NOT BE PLACED UNTIL THE AIR TEMPERATURE MEASURED AT
THE LOCATION OF THE CONCRETING OPERATION IS AT 35°F AND RISING BY 10:00 AM.
CONCRETE OR PAVING OPERATIONS SHOULD BE SUSPENDED WHEN THE AIR TEMPERATURE IS
40°F AND DESCENDING. THE CONTRACTOR SHALL PROTECT FRESHLY PLACED CONCRETE IN
ACCORDANCE WHEN THE AIR TEMPERATURE IS AT OR BELOW 35°F AND THE CONCRETE HAS
NOT OBTAINED AN AGE OF 72 HOURS.
SITE CONSTRUCTION NOTES (CON'T)
21. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES WHEN WORKING WITH
EXISTING STREETS. THE CONTRACTOR SHALL PLACE AND MAINTAIN SIGNS, DANGER LIGHTS,
BARRICADES, AND FURNISH WATCHMEN OR FLAGMEN TO DIRECT TRAFFIC IN ACCORDANCE
WITH GDOT STANDARDS.
22. THE CONTRACTOR SHALL DO THAT WHICH IS NECESSARY TO CONTROL EROSION AND TO
PREVENT SEDIMENTATION DAMAGE TO ALL ADJACENT PROPERTIES AND STREAMS IN
ACCORDANCE WITH THE APPROPRIATE CITY/COUNTY SEDIMENT AND EROSION CONTROL
ORDINANCE.
23. CONSTRUCTION SHALL BE IN STRICT COMPLIANCE WITH SPECIFICATION, CONSTRUCTION
DOCUMENTS, TOWN OF INDIAN TRAIL STANDARDS, NPDES STANDARDS, AND NCDOT
STANDARDS.
24. EQUIPMENT AND MATERIALS SHALL BE STORED IN AREAS DESIGNATED BY THE OWNER.
CONSTRUCTION AND STORAGE AREAS SHALL BE KEPT NEAT AND CLEAN. TREE SAVE AREAS
SHALL NOT BE USED FOR STORAGE OR PARKING.
25. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER OF ANY DISCREPANCIES
BETWEEN PLAN AND FIELD CONDITIONS PROMPTLY UPON DISCOVERY.
26. JOB SITES SHALL BE DRESSED UP TO AN EQUAL OR SATISFACTORY CONDITION AS THAT
FOUND PRIOR TO START UP OF CONSTRUCTION ACTIVITIES.
GRADING NOTES
1
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
ON -SITE BURIAL PITS ARE NOT ALLOWED.
ANY GRADING BEYOND THE LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE
CITY/COUNTY/NPDES EROSION CONTROL ORDINANCE AND IS SUBJECT TO FINE.
GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A
VIOLATION OF THE CITY/COUNTY/NPDES EROSION CONTROL ORDINANCE AND IS SUBJECT TO
A FINE.
APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES
OUTSIDE THE TEMPORARY CONSTRUCTION EASEMENT AND LIMITS OF DISTURBANCE
SHOWN. PERMISSION SHALL BE OBTAINED BY CONTRACTOR FROM THE AFFECTED
PROPERTY OWNERS.
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, TRASH, JUNK AND OTHER ACCUMULATIONS.
CONTRACTOR SHALL CONTACT INSPECTOR 72 HOURS BEFORE CONSTRUCTION.
GRADING AND DRAINAGE DESIGN SHALL BE IN ACCORDANCE WITH ALL PROVISIONS OF THE
TOWN OF INDIAN TRAIL UDO, THE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL.
NO GRADING SHALL BE ALLOWED TO ENCROACH ANY ENVIRONMENTAL BUFFER
ESTABLISHED BY THE STATE OF NORTH CAROLINA OR BY THE TOWN OF INDIAN TRAIL,
UNLESS THE SPECIFIED ACTIVITY IS EXEMPT FROM ANY VARIANCE REQUIREMENT, OR ELSE
ALL REQUIRED VARIANCES HAVE BEEN OBTAINED.
ALL INFRASTRUCTURE GRADING ASSOCIATED WITH A DEVELOPMENT SHALL CONFORM TO
THE REQUIREMENTS OF TOWN OF INDIAN TRAIL UDO.
GRADING SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE LINES AND GRADES SHOWN
ON THE APPROVED GRADING & DRAINAGE PLAN.
MAXIMUM CUT AND FILL SLOPES SHALL BE 2H:1V, EXCEPT AS NOTED.
FLATTER SLOPES THAN THOSE DESCRIBED IN THE FOREGOING PARAGRAPH MAY BE
REQUIRED WHEN THE GENERAL NATURE OF THE SOIL WARRANTS A FLATTER SLOPE.
SPECIAL PROVISIONS
SP-1, RIFFLE GRADE CONTROL
DESCRIPTION:
WORK COVERED UNDER THIS SPECIAL PROVISION INCLUDES FURNISHING AND INSTALLING THE
RIFFLE GRADE CONTROL WHICH INCLUDES, BUT IS NOT LIMITED TO: RIFFLE GRADE CONTROL AT
DESIGNATED LINES AND GRADES; LOCATION AND PROTECTION OF ALL KNOWN AND UNKNOWN
UTILITIES; TRENCH EXCAVATION; TEMPORARY DISCONNECTION OF EXISTING ACTIVE SERVICE
CONNECTIONS; PREPARATION OF RIFFLE GRADE CONTROL BEDDING; GEOTEXTILE FABRIC;
FURNISHING OF CLASS A, B AND I RIP -RAP; FURNISHING OF #5 STONE; RESTORATION OF
EXISTING SERVICE UTILITIES (IF ANY).
MATERIALS:
MATERIALS AS SHOWN ON PLANS.
MEASUREMENT:
MEASUREMENT WILL BE PER LINEAR FOOT.
PAYMENT:
THE UNIT PRICE BID PER LINEAR FOOT FOR THIS ITEM SHALL BE FULL COMPENSATION TO
FURNISH AND INSTALL RIFFLE GRADE CONTROL IN THE LOCATION AS SHOWN ON THE DRAWINGS
AND SPECIFIED HEREIN. INSTALLATION INCLUDES, BUT IS NOT LIMITED TO: RIFFLE GRADE
CONTROL AT DESIGNATED LINES AND GRADES; LOCATION AND PROTECTION OF ALL KNOWN AND
UNKNOWN UTILITIES; TRENCH EXCAVATION; TEMPORARY DISCONNECTION OF EXISTING ACTIVE
SERVICE CONNECTIONS; PREPARATION OF RIFFLE GRADE CONTROL BEDDING; GEOTEXTILE
FABRIC; FURNISHING OF CLASS A, B AND I RIP -RAP; FURNISHING OF #5 STONE; RESTORATION OF
EXISTING SERVICE UTILITIES; AND ALL ELSE INCIDENTAL THERETO FOR WHICH SEPARATE
PAYMENT IS NOT PROVIDED UNDER OTHER BID ITEMS.
PAYMENT WILL BE MADE UNDER:
FURNISH, INSTALL RIFFLE GRADE CONTROL LF
SP-2, COMPREHENSIVE GRADING
DESCRIPTION: WORK COVERED BY THIS SPECIAL PROVISION CONSISTS OF BUT IS NOT LIMITED
TO: SURVEYING, GRADING, CONCRETE AND ASPHALT REMOVAL AND DISPOSAL, EROSION
CONTROL, TREE AND UNDER GROWTH REMOVAL, SEEDING/MULCHING, TRAFFIC CONTROL, AND
GENERAL CLEAN-UP OF PROJECT SITE. IT ALSO COVERS ANY WORK SPECIFIED UNDER NCDOT
SPECIFICATION SECTIONS:
NCDOT SPECIFICATIONS
200, "CLEARING AND GRUBBING" 225, "ROADWAY
EXCAVATION"
230, "BORROW EXCAVATION"
235, "EMBANKMENTS"
240, "DITCH EXCAVATION"
250, "REMOVAL OF EXISTING PAVEMENT" 340, "PIPE
REMOVAL"
500, "FINE GRADING, SUB -GRADE, SHOULDERS AND
DITCHES" 560, "SHOULDER CONSTRUCTION"
801, "CONSTRUCTION STAKES, LINES AND GRADES"
1530, "ABANDON OR REMOVE UTILITIES"
SP-2 (CONTINUED)
ALL COSTS ASSOCIATED WITH COMPLETION AND ACCEPTANCE TO THE FOLLOWING ITEM
DESCRIPTIONS SHALL BE INCLUDED IN THIS SPECIAL PROVISION AS WELL:
A. ANY AND ALL SURVEY WORK PERFORMED TO ESTABLISH LINES, ELEVATIONS,
GRADES, AND PROPERTY CORNERS SHALL BE THE CONTRACTOR'S
RESPONSIBILITY.
B. CONSTRUCTION ENTRANCE SHALL BE INSTALLED PER THE DETAIL ON THE
APPROVED CONSTRUCTION DRAWINGS.
C. GENERAL GRADING ALONG PERIMETER OF PIPE INSTALLATION SHALL BE IN
CLOSE CONFORMITY TO THE CONTOUR ELEVATIONS ESTABLISHED ON THE
APPROVED PLANS, OR AS DIRECTED BY THE ENGINEER.
D. RELOCATION AND/OR REPAIR OF LANDSCAPE IRRIGATION SYSTEMS (IF
NEEDED). THESE FACILITIES ARE NOT LOCATED. THE CONTRACTOR SHALL
UTILIZE A NC LICENSED IRRIGATION CONTRACTOR TO PERFORM ANY
RELOCATION OR REPAIR WORK NECESSITATED BY THE PROJECT.
E. REMOVAL AND RESETTING OF MAILBOXES , SIGNS AND SITE AMENITIES: THE
CONTRACTOR SHALL REMOVE, PROTECT, AND RESET MAILBOXES, SIGNS AND
SITE AMENITIES THAT ARE WITHIN THE CONSTRUCTION WORK LIMITS. THE
CONTRACTOR SHALL KEEP MAILBOXES IN SERVICE AT ALL TIMES.
F. PROPER RELOCATION AND MAINTENANCE OF STREET SIGNS IMPACTED BY THIS
PROJECT. THE CONTRACTOR SHALL KEEP SIGNS IN SERVICE AT ALL TIMES.
G. REMOVAL AND PROPER DISPOSAL OF ALL EXISTING DRAINAGE PIPE, CONCRETE
CURB, GUTTER, DRIVEWAY, SIDEWALK, AND ASPHALT PAVEMENT REQUIRED TO
CONSTRUCT THE PROPOSED IMPROVEMENTS.
H. PREPARING SEEDBEDS; FURNISHING, PLACING, AND COVERING LIMESTONE,
FERTILIZER, AND SEED; COMPACTING SEEDBEDS; FURNISHING, PLACING, AND
SECURING MULCH AND OTHER OPERATIONS NECESSARY FOR THE PERMANENT
ESTABLISHMENT OF GRASSES AND LEGUMES FROM SEED ON SHOULDERS,
SLOPES, DITCHES, STREAM BANKS AND ON ALL EARTH AREAS DISTURBED BY
CONSTRUCTION AND ON PORTIONS OF AREAS SEEDED UNDER PREVIOUS
CONTRACTS WHERE IN THE OPINION OF THE ENGINEER, THERE IS
UNSATISFACTORY VEGETATIVE COVER. ANY EXISTING PLANTINGS IN THE
IMMEDIATE AREA OF THE WORK SHALL BE MULCHED WITH A MINIMUM OF FOUR
(4) LOOSELY PLACED INCHES OF NEW, CLEAN, PINE STRAW. ALL METHODS AND
MATERIALS FOR SEEDING AND PLANTING SHALL CONFORM TO THE
REQUIREMENTS SET FORTH IN THE LATEST REVISIONS OF THE CITY OF
CHARLOTTE'S LANDSCAPE CONSTRUCTION STANDARDS UNLESS PLANS STATE
A STRICTER REQUIREMENT.
I. REMOVAL AND PROPER DISPOSAL OF EXISTING DRAINPIPES, TREES,
SHRUBBERY, STRUCTURES, OR ANY OTHER FOREIGN MATERIALS NOT
ASSOCIATED WITH THE OVERALL APPEAL OF THE SITE.
J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING TO INCLUDE
MEANS, METHODS, MATERIALS AND ENGINEERING NEEDED TO CONSTRUCT THE
PROJECT.
K. ALL SAW CUTTING REQUIRED TO BUILD THE PROJECT. WHERE ASPHALT OR
CONCRETE (CURB, SIDEWALK, ROADWAY, DRIVEWAYS, PARKING LOTS, ETC.) IS
TO BE REMOVED, THE CONTRACTOR SHALL PROVIDE A NEAT EDGE ALONG THE
PAVEMENT BEING RETAINED BY SAWING THE PAVEMENT A MINIMUM OF 2" DEEP
AND 1' WIDE BEFORE BREAKING AND REMOVING ADJACENT PAVEMENT. WHEN
THE CONTRACTOR PROPOSES TO SAW PAVEMENT MORE THAN ONE FOOT FROM
THE PROPOSED PAVEMENT (CURB, SIDEWALK, STRUCTURE, ETC.), THE
CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER PRIOR TO SAW
CUTTING AND REMOVING PAVEMENT. THE COST OF SAWING ASPHALT OR
CONCRETE SHALL BE INCLUDED IN THIS ITEM.
L. EXISTING PUBLIC OR PRIVATE UTILITY PIPE/ CONDUIT, SUBSURFACE AND
SHOULDER DRAINPIPE REMOVAL AND DISPOSAL AS SHOWN ON THE PLANS AND
ANY ADDITIONAL UTILITY PIPE / CONDUIT REMOVAL IDENTIFIED BY THE
CONTRACTOR'S MEANS AND METHODS SHALL BE INCLUDED IN THIS ITEM.
M. ALL LABOR AND MATERIALS REQUIRED TO MAINTAIN ACCESS TO PROPERTIES
DURING CONSTRUCTION AS DIRECTED BY THE ENGINEER.
N. ALL TREE PROTECTION SHOWN ON PLANS.
ANY DAMAGE TO PROPERTY CORNERS OR MISCELLANEOUS ITEMS OUTSIDE THE
CONSTRUCTION EASEMENT WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. THE
TOWN WILL NOT BE HELD LIABLE FOR CONTRACTOR MISHAPS OR OVERSIGHTS DURING
THIS PROJECT.
MEASUREMENT:
THERE WILL BE NO SEPARATE MEASUREMENT MADE FOR COMPREHENSIVE GRADING.
PAYMENT:
THERE WILL BE NO DIRECT MEASUREMENT, PAYMENT OR COMPENSATION, ALL COST
INCURRED TO COMPLETE THE WORK AS SPECIFIED SHALL BE INCLUDED IN THE LUMP
SUM PRICE BID FOR "COMPREHENSIVE GRADING".
THERE WILL BE NO SEPARATE MEASUREMENT OR PAYMENT FOR THE ITEMS LISTED OR
REFERENCED IN THIS SPECIFICATION.
PAYMENT WILL BE MADE UNDER:
COMPREHENSIVE GRADING LS
WK
DICKSON
community infrastructure consultants
1213 W MOREHEAD ST STE 300
CHARLOTTE, NC 28208
(t) 800-603-2872
NC LICENSE NO.F-0374
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5'
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20
40
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TO STA.
RIFFLE
4+69
4+90
POOL
5+00
5+15
RIFFLE
5+40
5+50
POOL
5+60
5+75
RIFFLE
6+00
6+10
POOL
6+20
6+35
RIFFLE
6+60
6+70
POOL
6+80
6+95
RIFFLE
7+20
7+30
POOL
7+40
7+55
RIFFLE
7+80
7+90
POOL
8+00
8+15
LEGEND
P.B. - PLAT BOOK
PG. - PAGE
RNV - RIGHT OF WAY
S.R. - STATE ROAD
CP4BARWCAP - CONTROL POINT #4 REBAR WITH CAP
SDE - STORM DRAINAGE EASEMENT
SSE - SANITARY SEWER EASEMENT
PIN - PARCEL IDENTIFICATION NUMBER
IRF - IRON ROD FOUND
IPF - IRON PIPE FOUND
N.T.S. - NOT TO SCALE
FEMA - FEDERAL EMERGENCY MANAGEMENT AGENCY
FIRM - FLOOD INSURANCE RATE MAP
FFE - FINISHED FLOOR ELEVATION
C&G - CURB AND GUTTER
INV - INVERT
PVC - POLYVINYL CHLORIDE
CMP - CORRUGATED METAL PIPE
RCP - REINFORCED CONCRETE PIPE
CPP - CORRUGATED PLASTIC PIPE
DIP - DUCTILE IRONPIPE
LAG - LOWEST ADJACENT GRADE
-
Y
- SATELLITE DISH
- BASKETBALL GOAL
- PAMPAS GRASS
0 -TREE
-SHRUB
686.6 x - SPOT ELEVATION
- UTILITY PEDESTAL
- (LP) LIGHT POLE
CO-) - (PP) POWER POLE
- (MB) MAIL BOX
- FIRE HYDRANT
O -HVAC
- SANITARY SEWER MANHOLE
C (CO) CLEAN OUT
- (WM) WATER METER
- (VW) WATER VALVE
• ICV - (ICV) IRRIGATION CONTROL VALVE
4111. - (EM) ELECTRIC METER
- RETAINING WALL
SD - STORM DRAINAGE MANHOLE
0 - TELECOMMUNICATIONS PEDESTAL
PROPERTY LINE (PER UNION COUNTY GIS)
TOP OF BANK
BOTTOM OF BANK
MAJOR TOPO CONTOUR
MINOR TOPO CONTOUR
FENCE LINE
E CREEK/STREAM
TREE LINE
—16501
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(t) 800-603-2872
NC LICENSE NO.F-0374
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1213 W MOREHEAD ST STE 300
CHARLOTTE, NC 28208
(t) 800-603-2872
NC LICENSE NO.F-0374
WWW.WKDICKSON.COM
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