20190559 Ver 1_Site Plan_20190426

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VIRGINIA
NORTH CAROLINA
EDEN
GREENSBORO
40
CHAP
HILL
FORD
OXFORD
0
DURHAM
O
GARNE
FUQUAOY-VARINA
PROJECT LOCATION
NTS
CONDITIONS OF APPROVAL FROM THE 2016 -95 -CUP
NORTH
PROJECT
_OCATION
CLAYTON
1. IF APPROVED BY THE PLANNING BOARD, THREE COPIES OF THE FINAL SITE PLAN MEETING THE CONDITIONS OF APPROVAL SHALL BE
SUBMITTED TO THE PLANNING DEPARTMENT FOR FINAL APPROVAL.
2. THE CONDITIONS OF APPROVAL FOR BOTH THE CONDITIONAL USE PERMIT AND THE MAJOR SITE PLAN (IF APPLICABLE) SHALL BE RECORDED
ON THE COVER SHEET OF THE FINAL SITE PLAN.
3. DEVELOPMENT FEES SHALL BE PAID PRIOR TO BUILDING PERMIT ISSUANCE.
4. THE SITE PLAN SHALL CONFORM TO THE STANDARDS FOR NON-RESIDENTIAL DEVELOPMENT IN A RESIDENTIAL -10 ZONING DISTRICT.
5. THE ELEVATIONS OF THE BUILDING SHALL ALL BE DESIGNED TO MEET OR EXCEED THE DESIGN STANDARDS OF THE SURROUNDING BUILDINGS,
INCLUDING DORMERS TO BREAK UP THE ROOF LINE, ARCHITECTURAL TREATMENTS ALONG THE FACADE, AND UPGRADED MATERIALS.
6. METAL SIDING SHALL NOT BE USED FOR THE WALLS, FINAL ELEVATIONS SHALL MEET THE APPROVAL OF PLANNING BOARD FOR QUALITY
MATERIALS AND ARCHITECTURAL DESIGN.
7. SIDEWALKS) SHALL BE PROVIDED ALONG AT LEAST ONE SIDE OF THE ENTRANCE DRIVE, TO PROVIDE DIRECT ACCESS TO THE ENTRANCE OF
THE BUILDING.
8. A SIDEWALK CONNECTION SHALL BE MADE THROUGH THE SOUTHERN PORTION OF THE SITE, CONNECTING THE SIDEWALK ALONG BARBER MILL
ROAD TO THE SIDEWALK ALONG THE WESTERN PORTION OF THE PLAYGROUND AREA.
9. THE SIDEWALK CONNECTIONS FROM THE EXTERIOR SIDEWALK ALONG BARBER MILL ROAD AND DAIRY ROAD SHALL CONNECT TO THE SITE
THROUGH A LANDSCAPE ISLAND, RATHER THAN THROUGH A PARKING SPACE.
10. ALL LANDSCAPE ISLANDS SHALL MEET THE REQUIRED MINIMUM AREAS AS SPECIFIED IN THE UDC.
11. ANY REQUIRED STORMWATER MANAGEMENT FEATURES SHALL BE SHOWN ON THE SITE AND LANDSCAPING PLANS, AND A DETAIL DRAWING
SHALL BE PROVIDED ON THE PLANS.
12. PARKING AREAS SHALL NOT ENCROACH INTO THE REQUIRED LANDSCAPE BUFFERS.
13. WHEELSTOPS SHALL BE PROVIDED IN APPROPRIATE LOCATIONS, WHERE PARKING AREAS ABUT 5' WIDE SIDEWALK.
14. HAMMERHEAD TURNOUTS IN THE PARKING AREA SHALL BE WIDENED TO MATCH THE AISLE WIDTH.
15. THE END OF EACH HAMMERHEAD AREA SHALL HAVE STRIPED (NO PARKING) TURN -AROUND SPACE.
16. PARKING SPACES SHALL NOT BE LARGER THAN 10'X20' WITHOUT APPROVAL OF THE PLANNING DEPARTMENT.
17. ALL SIGNS SHALL REQUIRE A SEPARATE SIGN PERMIT TO BE APPROVED BY THE PLANNING DEPARTMENT.
18. THE APPLICANT SHALL PROVIDE A PRELIMINARY GRADING PLAN, WHICH MEETS THE REQUIREMENTS OF THE PLANNING DEPARTMENT.
19. THE APPLICANT SHALL PROVIDE A PRELIMINARY LIGHTING PLAN, WHICH MEETS THE REQUIREMENTS OF THE PLANNING DEPARTMENT.
20. ALL MECHANICAL EQUIPMENT AND SERVICE AREAS (Le - DUMPSTERS OR TRASH CANS) SHALL BE COMPLETELY SCREENED FROM VIEW.
21. ONLY A CHURCH IS PERMITTED PURSUANT TO THIS CONDITIONAL USE PERMIT. EXPANSION OR ADDITION OF OTHER USES, SUCH AS DAYCARE
OR PRESCHOOL SHALL REQUIRE SEPARATE APPLICATION AND REVIEW.
22. PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY, A SUCCESSFUL SITE AND LANDSCAPING INSPECTION SHALL BE OBTAINED FROM THE
PLANNING DEPARTMENT.
CONDITIONS OF APPROVAL ADDED BY PLANNING BOARD 2016 -96 -SP
23. THE APPLICANT SHALL EXPLORE THE REALIGNMENT OF THE PARKING LOT ALONG BARBER MILL ROAD SUCH THAT IT RUNS PARALLEL.
24. SITE PLAN APPROVAL IS CONTINGENT UPON FINAL PLANNING BOARD APPROVAL OF ARCHITECTURAL ELECTIONS, WHICH IS NOT PART OF THE
JUNE 27TH APPROVAL.
BIDDING DOCUMENTS FOR:
IGLESIA DE DIOS
PRIMEROS FRUTOS
Kimley)))Horn
■
NC LICENCE #: F-0102
© 2019 KIMLEY-HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
REVISED PER COUNTY COMMENTS 04/23/19 DS PHONE: [phone]
REVISIONS DATE BY WWW.KIMLEY-HORN.COM
BARBER MILL ROAD & DAIRY
ROAD CLAYTON, NC
PIN NO.: 165811-67-4218
TOWN OF CLAYTON CASE NO.:
2016-96-SP/2016-95-CUP
KHA PROJECT
015057000
DATE
06/30/2017
SCALE AS SHOWN
DESIGNED BY DS
DRAWN BY DS
CHECKED BY WJB I CLAYTON
IGLESIA DE DIGS PRIMEROS
FRUTOS
PREPARED FOR
PROUTEY CONSTRUCTION
NORTH CAROLINA
s
SAL
= 3 6
4/23/2019
Sheet
List
TaNe
Sheet
Number
Sheet Title
C-0.0
COVER SHEET
C-0.1
SITE
GENERAL NOTES
C-1.0
EXISTING CONDITIONS
C-1.1
L
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DEMOLITION PLAN
C-2.0
PHASE -1
EROSION AND SEDIMENT CONTROL PLAN
C-2.1
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PHASE -2 EROSION AND SEDIMENT CONTROL PLAN
C-3.0
SITE PLAN
C-4.0
NORTH
GRADING & DRAINAGE PLAN
C-5.0
UTILITY PLAN
C-6.0
SITE DETAILS
C-7.0
EROSION CONTROL DETAILS
C-8.0
STORM DETAILS
C-9.0
UTILITY DETAILS
C-10.0
SAND
FILTER DETENTION STRUCTURE DETAIL
KHA PROJECT
015057000
DATE
06/30/2017
SCALE AS SHOWN
DESIGNED BY DS
DRAWN BY DS
CHECKED BY WJB I CLAYTON
IGLESIA DE DIGS PRIMEROS
FRUTOS
PREPARED FOR
PROUTEY CONSTRUCTION
NORTH CAROLINA
s
SAL
= 3 6
4/23/2019
VICINITY MAP
1'=500'
PROJECT OWNER
AND CONSULTANTS
APPLICANT
PROUTEY CONSTRUCTION
57 FERNDALE COURT
CLAYTON, NORTH CAROLINA 27520
919-524-7000
BPROUTEYOGMAIL.COM
ARCHITECT
TONY JOHNSON ARCHITECT
2008 ELIZABETH COURT
CLAYTON, NORTH CAROLINA 27520
TEL: [phone]
TLJARCHOAOL.COM
LANDSCAPE ARCHITECT
TALMAGE "MARK" HALL, ASLA
100 DOVE COURT
CLAYTON, NORTH CAROLINA 27520
TEL: [phone]
TALMAGEMARKOGMAIL.COM
COVER SHEET
CIVIL ENGINEER
KIMLEY-HORN AND ASSOCIATES INC.
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
TEL: [phone]
[e-mail]
SURVEYOR
TRUE LINE SURVEYING, P.C.
205 WEST MAIN STREET
CLAYTON, NORTH CAROLINA 27520
TEL: [phone]
CURKOTRUELINESURVEYING.COM
SHEET NUMBER
C-0.0
BARBER MILL ROAD
DAIRY ROAD
SITE
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COVE CIRCLE
GROVEWOOD DRIVE
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NORTH
riF9VC4N9� �
VICINITY MAP
1'=500'
PROJECT OWNER
AND CONSULTANTS
APPLICANT
PROUTEY CONSTRUCTION
57 FERNDALE COURT
CLAYTON, NORTH CAROLINA 27520
919-524-7000
BPROUTEYOGMAIL.COM
ARCHITECT
TONY JOHNSON ARCHITECT
2008 ELIZABETH COURT
CLAYTON, NORTH CAROLINA 27520
TEL: [phone]
TLJARCHOAOL.COM
LANDSCAPE ARCHITECT
TALMAGE "MARK" HALL, ASLA
100 DOVE COURT
CLAYTON, NORTH CAROLINA 27520
TEL: [phone]
TALMAGEMARKOGMAIL.COM
COVER SHEET
CIVIL ENGINEER
KIMLEY-HORN AND ASSOCIATES INC.
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
TEL: [phone]
[e-mail]
SURVEYOR
TRUE LINE SURVEYING, P.C.
205 WEST MAIN STREET
CLAYTON, NORTH CAROLINA 27520
TEL: [phone]
CURKOTRUELINESURVEYING.COM
SHEET NUMBER
C-0.0

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GENERAL NOTES:
WORK IN THIS PROJECT SHALL CONFORM TO THESE PLANS, THE LATEST EDITIONS OF THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION (NCDOT) ROAD AND BRIDGE SPECIFICATIONS, THE NCDOT ROAD AND BRIDGE STANDARDS, THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK, THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS,
THE TOWN OF CLAYTON DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS, THE FINAL GEOTECHNICAL REPORT, AND
GENERAL DESIGN STANDARDS. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS, OR PLANS,
THE MOST STRINGENT SHALL GOVERN. ALL UTILITIES TO BE DEDICATED TO THE TOWN OF CLAYTON MUNICIPAL WATER AND/OR
SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED AND TESTED TO CONFORM TO STATE OF NORTH CAROLINA/STATE BOARD
OF HEALTH WATERWORKS AND/OR SEWAGE REGULATIONS AND THE TOWN OF CLAYTON DESIGN AND CONSTRUCTION STANDARDS
AND SPECIFICATIONS.
THE TERM "CONTRACTOR" AS REFERENCED HERE -IN SHALL ALSO INCLUDE THE SUBCONTRACTOR OR PRINCIPAL TRADE
CONTRACTOR, UNDER CONTRACT TO THE GENERAL CONTRACTOR TO PROVIDE LABOR, MATERIALS, AND/OR SERVICES TO THE
PROJECT.
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL JOBSITE SAFETY, INCLUDING BUT NOT LIMITED TO TRENCH SAFETY,
DURING ALL PHASES OF CONSTRUCTION.
THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR
HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL PUBLIC OR PRIVATE UTILITIES (SHOWN OR NOT SHOWN) WHICH
LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR
CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA 811 UTILITIES LOCATION SERVICE (NC811) AT
1-800-632-4949 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE SITE.
THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES, TELEPHONE RISERS, WATER
VALVES, ETC. NOT MARKED FOR DEMOLITION/RELOCATION DURING ALL CONSTRUCTION PHASES. THE CONTRACTOR SHALL
REPAIR, AT HIS OWN EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
TRAFFIC CONTROL WITHIN ALL VEHICULAR AREAS IS THE RESPONSIBILITY OF THE CONTRACTOR, SHALL BE IN CONFORMANCE
WITH THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES," AND AS FURTHER DIRECTED BY TOWN AND STATE INSPECTORS.
ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS, SPECIFICATIONS, AND SITE CONDITIONS OR ANY INCONSISTENCIES OR
AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL
PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF
SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK.
A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL
ARRANGE THE MEETING WITH THE TOWN OF CLAYTON ENGINEERING DIVISION AND THE OWNER.
CONTRACTOR IS RESPONSIBLE FOR VERIFYING OR OBTAINING ALL REQUIRED PERMITS AND APPROVALS PRIOR TO COMMENCING
CONSTRUCTION.
THE FRAMES AND COVERS OF ALL EXISTING AND PROPOSED DRAINAGE, SANITARY SEWER, WATER MAIN, GAS, AND WIRE UTILITY
STRUCTURES SHALL BE ADJUSTED TO MATCH PROPOSED FINISHED ELEVATIONS AND SLOPES.
ROADWAYS AND BUILDINGS MUST BE CAPABLE OF SUPPORTING FIRE APPARATUS DURING CONSTRUCTION.
ALL EXISTING SITE AND TOPOGRAPHIC INFORMATION SHOWN BASED ON A TOPOGRAPHIC SURVEY RECEIVED MAY 17, 2017 PROVIDED
BY TRUE LINE SURVEYING. ALL EXISTING BOUNDARY INFORMATION SHOWN BASED ON A BOUNDARY AND TOPOGRAPHIC SURVEY FOR
PIN NO. 165811-67-4218 (IGLESIA PRIMEROS FRUTOS, INC.) RECEIVED JUNE 21, 2017 PROVIDED BY TRUE LINE SURVEYING.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NC DOT AND TOWN OF CLAYTON STANDARDS, SPECIFICATIONS, &
DETAILS IF APPLICABLE.
GRADING
OBTAIN AND POST THE JOHNSTON COUNTY LAND DISTURBANCE PERMIT ONSITE PRIOR TO COMMENCING WORK ON SITE.
REFER TO FINAL CONSTRUCTION PLANS FOR CLEARING LIMITS AND TEMPORARY EROSION CONTROL DEVICES TO BE INSTALLED PRIOR TO
COMMENCING CONSTRUCTION.
CONTRACTOR SHALL ADHERE TO THE LIMITS OF TREE PROTECTION FENCE.
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY, AND SHALL
BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED,
RESEEDED, AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS.
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, AND AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL MAINTAIN
ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL USE SILT FENCES (OR OTHER METHODS
APPROVED BY THE ENGINEER, JOHNSTON COUNTY, AND NCDEQ). AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM
FLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR LOCAL EROSION,
CONSERVATION, AND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON
COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT
EROSION.
THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION ALL FILL PER THE PROJECT
GEOTECHNICAL ENGINEER'S SPECIFICATIONS AND REPORT. THE FILL MATERIAL TO BE USED SHALL BE APPROVED BY THE CERTIFIED
MATERIAL TESTING AGENCY PRIOR TO PLACEMENT.
GRADING CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND/OR
RELOCATIONS.
ALL MATERIALS USED FOR BACKFILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS, OR ANY OTHER NON -COMPATIBLE SOIL TYPE
MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE FILLS AND REFUSE DEBRIS DERIVED FROM ANY SOURCE.
MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACKFILL AROUND DRAINAGE STRUCTURES, OR IN UTILITY
TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL OR BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS
DETERMINED BY THE STANDARD PROCTOR TEST AS SET OUT IN ASTM STANDARD D-698. THE CONTRACTOR SHALL, PRIOR TO ANY
OPERATIONS INVOLVING FILLING OR BACKFILLING, SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT
THE SOIL TESTED IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. TESTS SHALL BE CONDUCTED BY A CERTIFIED
MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING THE
LABORATORY.
ALL DEMOLITION, DEBRIS, AND OTHER EXCESS MATERIAL SHALL BE HAULED OFF-SITE AND LEGALLY DISPOSED OF AT THE CONTRACTOR'S
EXPENSE.
NO TREE WITHIN THE TREE PROTECTION AREA SHALL BE REMOVED OR DAMAGED.
THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS COMPLETED AND THE FINAL SITE INSPECTION
PRIOR TO THE PROJECT ACCEPTANCE IS SCHEDULED. FENCING SHALL BE REMOVED PRIOR TO FINAL SITE INSPECTION FOR THE CO.
REFERENCE GEOTECHNICAL REPORT FOR PAVING SUB GRADE INFORMATION.
ALL SPOT GRADE ELEVATIONS IN CURB AND GUTTER REPRESENT GUTTER FLOWLINE ELEVATION AT FACE OF CURB UNLESS OTHERWISE
NOTED (ADD 6" FOR TOP OF CURB).
PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS ARE TO BE USED IN CASE OF
DISCREPANCY.
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WHERE FILL IS TO BE PLACED ON EXISTING SLOPES STEEPER THAN 4:1, CONTRACTOR SHALL EXCAVATE BENCHES WITH A MAXIMUM
DEPTH OF 3'.
THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER FOR APPROPRIATE SLOPE STABILIZATION ON ALL SLOPES
STEEPER THAN 3:1.
CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR BLASTING ROCK IF BLAST ROCK IS ENCOUNTERED. CONTRACTOR SHALL BE
SOLELY RESPONSIBLE FOR COMPLYING WITH ALL BLASTING AND SAFETY REQUIREMENTS.
SILT FENCE SHALL BE PLACED AROUND ALL TEMPORARY SOIL STOCKPILES A MINIMUM OF 3' FROM TOE OF SLOPE.
VERTICAL DATUM IS BASED ON NAVD 88/ VRS 2011.
STANDARD UTILITY NOTES
1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH TOWN OF CLAYTON DESIGN STANDARDS, DETAILS AND
SPECIFICATIONS (REFERENCE: TOWN OF CLAYTON'S MANUAL OF SPECIFICATIONS, STANDARDS AND DESIGN).
2. UTILITY SEPARATION REQUIREMENTS:
A) A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR PUBLIC WATER SUPPLY SOURCE SUCH
AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED,
FERROUS SANITARY SEWER PIPE SHALL BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM
SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL.
B) WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION
CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH
THE ELEVATION OF THE WATER MAIN AT LEAST 18"ABOVE THE TOP OF THE SEWER. ALL DISTANCES ARE MEASURED FROM OUTSIDE
DIAMETER TO OUTSIDE DIAMETER.
C) WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES OVER A WATER MAIN, DIP
MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE OF CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE
SPECIFICATIONS.
D) 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM SEWER FACILITIES, UNLESS DIP
MATERIAL IS SPECIFIED FOR SANITARY SEWER.
E) MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATER MAIN & RCP STORM DRAIN CROSSINGS; MAINTAIN 24" MIN. VERTICAL
SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED,
SPECIFY DIP MATERIALS & A CONCRETE CRADLE HAVING 6"MIN. CLEARANCE.
F) ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18"MIN. VERTICAL SEPARATION REQUIRED.
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN &/OR PROFILE BY THE TOWN OF
CLAYTON PUBLIC WORKS DEPARTMENT PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES & BUSINESSES THROUGHOUT
CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE
TOWN OF CLAYTON PUBLIC WORKS DEPARTMENT.
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCE MAINS. 4.0' MINIMUM COVER IS REQUIRED ON ALL REUSE
MAINS.
6. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER & SEWER SERVICES NOT BEING USED IN
REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE TOWN OF CLAYTON PUBLIC UTILITIES DEPARTMENT.
7. INSTALL WATER SERVICES WITH WATER METERS AND BACKFLOW PREVENTERS AS SHOWN ON PLAN. NOTE: IT IS THE APPLICANT'S
RESPONSIBILITY TO PROPERLY SIZE THE WATER SERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE.
8. INSTALL SEWER SERVICES ® 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR EASEMENT LINE & SPACED EVERY 75 LINEAR
FEET MAXIMUM.
9. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE &/OR FEMA FOR ANY RIPARIAN
BUFFER, WETLAND &/OR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION.
10. NCDOT ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN EXTENSIONS & SERVICE TAPS) WITHIN
STATE ROW PRIOR TO CONSTRUCTION.
11. CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH HAZARD INVOLVED AS LISTED IN
APPENDIX -8 OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM
REQUIREMENTS. THE DEVICES SHALL MEET AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE
UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC
TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL CROSS -CONNECTION CONTROL
PROGRAM, WHICHEVER IS MORE STRINGENT.
12. THE STATE OF NORTH CAROLINA AND TOWN OF CLAYTON PUBLIC WORKS DEPT. SHALL BE NOTIFIED IN WRITING PRIOR TO UTILITY
INSTALLATION AND FOR SCHEDULING INSPECTIONS.
13. TRAFFIC CONTROLS FOR ANY UTILITY WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE IN COMPLIANCE WITH STANDARDS OF THE
NORTH CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
14. IN THE EVENT AN ITEM IS NOT COVERED BY THESE PLANS, THEN THE STANDARDS AND SPECIFICATIONS CONTAINED IN THE TOWN OF
CLAYTON'S MANUAL OF SPECIFICATIONS COVERING SUCH ITEMS SHALL APPLY.
15. LOCATIONS AND SIZES OF EXISTING WATER AND SEWER LINES SHOWN ON THESE PLANS WITHIN THE PROPERTY LIMITS OF THE SITE ARE
ASSUMED BASED ON SURVEY OF SURFACE FEATURES (MANHOLES, VALVES, VAULTS, METERS, ETC.) PREPARED BY TRUE LINE
SURVEYING, RECEIVED JUNE 21, 2017. IT IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE HORIZONTAL AND
VERTICAL LOCATION OF THE EXISTING UTILITIES PRIOR TO COMMENCING WORK. ANY DEVIATIONS FROM WHAT IS INDICATED ON THESE
PLANS SHALL BE REPORTED TO THE ENGINEER, IN WRITING, IMMEDIATELY.
16. CONTRACTOR SHALL PROVIDE A MEANS TO KEEP ALL NEW PIPING ISOLATED FROM EXISTING PIPING UNTIL ALL NEW PIPING HAS BEEN
TESTED, AND ACCEPTED FOR SERVICE.
17. EXISTING UTILITIES SHALL BE PROTECTED DURING ALL CONSTRUCTION.
18. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE
UTILITIES. ALL PUBLIC PIPE, STRUCTURES, AND FITTINGS SHALL BE INSPECTED BY THE TOWN INSPECTOR PRIOR TO BEING COVERED.
THE INSPECTOR MUST ALSO BE PRESENT DURING DISINFECTION AND PRESSURE TESTING OF ALL MAINS. THE CONTRACTOR'S BID PRICE
SHALL INCLUDE ALL INSPECTION FEES.
19. UTILITY WORK SHALL BE INSPECTED AND ACCEPTED BY TOWN OF CLAYTON PRIOR TO PLACING INTO SERVICE.
20. THERE SHALL BE A MINIMUM 3' CLEAR DISTANCE AROUND ALL FIRE HYDRANTS.
21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING "AS -BUILT" PLANS, PER TOWN OF CLAYTON REQUIREMENTS, TO THE TOWN
OF CLAYTON SHOWING THE LOCATION OF WATER AND SEWER SERVICES AND ANY DEVIATIONS FROM PLANS MADE DURING CONSTRUCTION.
1. WATERLINES, LARGER THAN 4" SHALL BE DUCTILE IRON PIPE MEETING THE REQUIREMENTS OF ANSI-AWWA C151 PRESSURE CLASS 350.
WATERLINES 3/4" TO 2" SHALL BE TYPE "K" SOFT COPPER.
2. ALL UNDERGROUND UTILITIES AND FIRE HYDRANTS MUST BE FUNCTIONALLY APPROVED PRIOR TO STRUCTURAL CONSTRUCTION.
3. NATIONAL STANDARD THREADS SHALL BE INSTALLED ON FIRE HYDRANTS.
4. ALL FIRE HYDRANTS AND FDC CONNECTIONS TO HAVE STORZ TYPE CONNECTION PER TOWN OF CLAYTON FIRE DEPARTMENT STANDARDS.
SANITARY SEWER
1. SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 PVC OR DUCTILE IRON PIPE AS SPECIFIED IN THESE PLANS.
2. CLEANOUT SYMBOLS SHOWN ON THESE PLANS REPRESENT LOCATION OF SURFACE ACCESS POINT. CONTRACTOR SHALL
LOCATE WYE APPROPRIATELY BASED ON PIPE DEPTH.
3. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TOWN OF CLAYTON STANDARDS. MANHOLE DIAMETER
SHALL VARY DEPENDING ON PIPE DIAMETER AND DEPTH, PER TOWN OF CLAYTON STANDARDS.
4. SANITARY SEWER CLEAN -OUTS LOCATED IN PAVEMENT AREAS SHALL BE HEAVY-DUTY TRAFFIC BEARING CASTINGS.
5. ALL SEWER MAINS IN TRAFFIC AREAS SHALL HAVE MINIMUM COVER OF 5' MEASURED FROM FINISHED GRADE TO PIPE
CROWN UNLESS DUCTILE IRON PIPE IS PROVIDED IN CLASS 1 BEDDING WHERE A MINIMUM COVER SHALL BE 3'.
6. SEWER MANHOLES LOCATED IN NON -PAVED AREAS SHALL HAVE RIM ELEVATION A MINIMUM OF 1' ABOVE FINISHED
GRADE.
Kimley)))Horn
■
NC LICENCE #: F-0102
© 2019 KIMLEY-HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
REVISED PER COUNTY COMMENTS 04/23/19 DS PHONE: [phone]
REVISIONS DATE BY WWW.KIMLEY-HORN.COM
KHA PROJECT
015057000
DATE
06/30/2017
SCALE AS SHOWN
DESIGNED BY DS
DRAWN BY DS
CHECKED BY WJB
RETAINING WALL NOTES
1. STRUCTURAL AND SUBSURFACE DRAINAGE DESIGN FOR RETAINING WALLS ARE NOT ADDRESSED IN CIVIL PLANS BY
KIMLEY-HORN AND ASSOCIATES.
2. BOTTOM OF WALL ("BW") GRADES SHOWN ON THESE PLANS REPRESENT FINISHED GROUND ADJACENT TO WALL. TOP
OF WALL ("TW") ELEVATIONS REPRESENT FINISHED GROUND ADJACENT TO WALL AND DOES NOT ACCOUNT FOR ANY
REVEAL REQUIRED BY RETAINING WALL DESIGN. CONTRACTOR SHALL PROVIDE ADDITIONAL HEIGHT AS NECESSARY
FOR FOOTINGS AND CAP BLOCKS.
3. RETAINING WALLS WITH ELEVATION DROP EXCEEDING 2'-6" ADJACENT TO PEDESTRIAN WALKWAYS IN HEIGHT SHALL
HAVE GUARDRAILS.
4. MINIMUM DISTANCE FROM BACK OF CURB TO RETAINING WALL FACE SHALL BE 2'-6".
PAVING/CURBING
1. WHERE PROPOSED CURB AND GUTTER TIES TO EXISTING CURB OR CURB AND GUTTER, A TRANSITION OF 10' SHALL BE MADE TO CONFORM TO
THE EXISTING HEIGHTS AND SHAPES.
2. BEFORE ANY EARTHWORK IS DONE, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF PAVEMENT AND OTHER ITEMS ESTABLISHED
IN THE PLANS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS
RELATED TO EARTHWORK.
3. ALL PAVEMENT SUB GRADES (EVEN WHEN ROCK IS ENCOUNTERED) SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND COMPACTED TO A
MINIMUM DENSITY OF 98 PERCENT OF ASTM D-698 DENSITY AT OPTIMUM MOISTURE CONTENT UNLESS OTHERWISE SHOWN IN THE
CONSTRUCTION DOCUMENTS OR AS DIRECTED BY THE CERTIFIED MATERIALS TESTING AGENT. FILL SHALL BE PLACED AND COMPACTED IN
MAXIMUM 8" LIFTS.
4, CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS AND MISCELLANEOUS STRIPING AS SHOWN ON THE PLANS. ALL
ROADWAY PAVEMENT MARKINGS SHALL BE PAINTED.
5. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION ALL FILL PER THE PROJECT
GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO
PLACEMENT.
6. ALL CURB JOINTS SHALL EXTEND THROUGH THE CURB. MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS IS 1.5 FEET. ALL JOINTS
SHALL BE SEALED WITH JOINT SEALANT.
7• TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING IMPROVEMENTS SHALL BE PERFORMED BY AN APPROVED AGENCY
FOR TESTING MATERIALS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY THAT THE CERTIFIED MATERIAL TESTING AGENT HAS PERFORMED THE
WORK AND THAT THE WORK CONSTRUCTED DOES MEET THE REQUIREMENTS OF THE TOWN'S SPECIFICATIONS AND/OR THE PROJECT
SPECIFICATIONS, WHICHEVER IS MORE STRINGENT.
8. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES ON PUBLIC STREETS SHALL CONFORM TO MUTCD, NCDOT, AND TOWN OF
CLAYTON STANDARDS.
9. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC BILLET STEEL CONFORMING TO ASTM A-615, GRADE 60, AND SHALL BE SUPPORTED BY
BAR CHAIRS.
CONSTRUCTION NOTES
1. THE CONTRACTOR SHALL CONDUCT THE WORK IN A SAFE MANNER AND WITH A MINIMUM AMOUNT OF INCONVENIENCE TO TRAFFIC.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SHALL ADHERE TO THE PROVISIONS OF THE MUTCD (MOST
CURRENT EDITION).
3. PRIOR TO CONSTRUCTION BEGINNING, ALL SIGNAGE AND TRAFFIC CONTROL SHALL BE IN PLACE.
4. THE CONTRACTOR SHALL CONTACT NCDOT AND TOWN OF CLAYTON PRIOR TO COMMENCEMENT OF WORK IN BARBER MILL RD. ROW AND
DAIRY RD. ROW.
5. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL APPROVALS AND EASEMENTS ON THE JOB
SITE AT ALL TIMES.
6. THE CONTRACTOR SHALL REPAIR ALL DRIVEWAYS, DRIVEWAY PIPES, CURB AND GUTTER, SIDEWALKS AND STREET TO EXISTING CONDITION
OR BETTER.
STORM DRAINAGE
1. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF
CURB INLETS AND GRATE INLETS AND ALL UTILITIES CROSSING THE STORM SEWER.
2. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE
STORM SEWER.
3. THE TOWN OF CLAYTON INSPECTOR SHALL INSPECT ALL "PUBLIC" CONSTRUCTION. THE CONTRACTOR'S PRICE SHALL INCLUDE ALL
INSPECTION FEES.
4. ALL RCP STORM SEWER MAINS AND LATERALS SHALL BE MINIMUM CLASS III REINFORCED CONCRETE PIPE.
5, ALL PVC PIPE USED IN DRAINAGE SYSTEM SHALL BE MINIMUM SDR -35 OR APPROVED EQUAL.
6. ALL PVC TO RCP CONNECTIONS SHALL BE CONSTRUCTED WITH CONCRETE COLLARS.
7. THE LOCATIONS OF STORM SEWER STRUCTURES SHOWN ON THESE PLANS (AND PROVIDED IN ASSOCIATED CAD FILES) ARE APPROXIMATE.
THE CONTRACTOR SHALL STAKE ALL CURB INLET STRUCTURES SUCH THAT INLET TOPS ALIGN HORIZONTALLY WITH PROPOSED CURB
LOCATIONS (PER DETAIL, IF PROVIDED). WHERE PROPOSED STORM SEWERS TIE TO EXISTING STRUCTURES, PIPES, ETC., THE CONTRACTOR
SHALL FIELD ADJUST PROPOSED STORM SEWERS TO MATCH THE LOCATIONS OF THESE EXISTING FEATURES.
8 RIM ELEVATIONS FOR STORM CATCH BASINS ARE MEASURED TO THE GUTTER FLOW LINE.
ABBREVIATIONS
*NOT ALL ABBREVIATIONS MAY BE USED FOR THIS PROJECT.
CB - CATCH BASIN
YI - YARD INLET
CO - CLEAN OUT
DI - DROP INLET
EX - EXISTING
FES - FLARED -END -SECTION
JB - JUNCTION BOX
LOD - LIMITS OF DISTURBANCE
PVC - POLYVINYL CHLORIDE
RCP - REINFORCED CONCRETE PIPE
TYP. - TYPICAL
IGLESIA DE DIGS PRIMEROS
FRUTOS
PREPARED FOR
PROUTEY CONSTRUCTION
CLAYTON NORTH CAROLINA
GENERAL NOTES
SHEET NUMBER
C-0.1

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0 15 30 60
SCALE: 1" = 30'
SSMH
TOP= 294.68
IN= 286.18
IN= 284.26
OUT= 283.66
/
3/
SSMH /
TOP= 301.77' /
IN= 295.07
OUT= 294.97 /
/
FIBER O
FORCEMAIN \
SSMH
/ \ \ 18"RCP
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IGLESIANPRIMEROS v v \ WOODLINE��
FRUTOS, INC.
/ 3 / "DB 4794 PG 797
PIN .165811-67-4218
PARCEL" 05HO3197G /
/// //L \ \ TOTAL` AREA I / />�
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61850
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/// PP / \ \
/
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/ SSMH 1 —
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^� ( CO \wM
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292.07'
PP
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\ \ N/F
\ \ BETTY SHERRON
\ DB 1390 PG 324
\ PIN 165811-67-3154
\ \ ZONING: R-10
\
\
\
\
\
Kim e )))Horn
■
NC LICENCE #: F-0102
© 2019 KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
REVISED PER COUNTY COMMENTS 04/23/19 DS PHONE: [phone]
REVISIONS DATE BY WWW.KIMLEY—HORN.COM
KHA PROJECT
015057000
DATE
06/30/2017
SCALE AS SHOWN
DESIGNED BY DS
DRAWN BY DS
CHECKED BY WJB
opw
CLAYTON
/ l
7�— f��
/
/
/
i
Opw
IPF
I 15"RCP
312.46'
Pp„/ N/F
G Y I /yo / / // / / > GLENNIE REA CORPORATION
REAL ID 05HO3030B
PIN 165811-67-6167
I
/ // // / ZONING: R -E
/ /ol
IGLESIA DE DIGS PRIMEROS
FRUTOS
PREPARED FOR
PROUTEY CONSTRUCTION
NORTH CAROLINA
EXISTING CONDITIONS LEGEND
4LL CONSTRUCTION TO BE IN ACCORDANCE WITH THE TOWN OF CLAYTON,
JOHNSTON COUNTY, AND/OR NCDOT STANDARDS AND SPECIFICATIONS.
SURVEY NOTE:
kLL EXISTING SITE AND TOPOGRAPHIC INFORMATION SHOWN ARE BASED OI
;URVEY PROVIDED BY TRUE LINE SURVEYING, P.C. 205 WEST MAIN STREEI
'LAYTON, NORTH CAROLINA 27520 ON 06/21/2017
EXISTING CONDITIONS
SHEET NUMBER
C-1.0
EXISTING CONTOUR
O co
CLEAN-OUT
1B
WATER METER
WM
WATER VALVE
wv
❑
ELECTRICAL BOX
ELEC
PP 0
POWER POLE
TELE ❑
TELEPHONE BOX
cAn, ❑
CABLE TELEVISION BOX
FH
FIRE HYDRANT
IPF O
IRON PIN FOUND
PROPERTY/ROW LINE
OPW
OVERHEAD POWER
®
SANITARY SEWER MANHOLE AND
FLOW DIRECTION ARROW
1
TREE LINE
EDGE OF PAVEMENT
GRAVEL DRIVE OR SOIL PATH
—
ROAD CENTER LINE
------W_
WATER LINE
------G-
GAS LINE
STORM PIPE
- — — —UGE — -
ELECTRICAL/COMMUNICATION
LINE
GEOTECHNICAL TESTS SOIL
BORINGS
4LL CONSTRUCTION TO BE IN ACCORDANCE WITH THE TOWN OF CLAYTON,
JOHNSTON COUNTY, AND/OR NCDOT STANDARDS AND SPECIFICATIONS.
SURVEY NOTE:
kLL EXISTING SITE AND TOPOGRAPHIC INFORMATION SHOWN ARE BASED OI
;URVEY PROVIDED BY TRUE LINE SURVEYING, P.C. 205 WEST MAIN STREEI
'LAYTON, NORTH CAROLINA 27520 ON 06/21/2017
EXISTING CONDITIONS
SHEET NUMBER
C-1.0

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DEMOLITION LEGEND
�vCL LIMITS OF DISTURBANCE
298'59 PAVEMENT PATCH
GUY FIBER
\ \ PAVEMENT SAWCUT
/
r \ P ��
0 10 20 40 / / \\ \ \ / CAN \ `
UG �/ �— \\1 OPw —
� / � GASLINE — — — FH CONTRACTOR TO FIELD VERIFY
SSMH
_ LOCATION OF EXISTING
SCALE: 1" = 20' TOP= 301.77' / \ j / \\ w— — \ \ — — — UNDERGROUND UTILITIES PRIOR
— TO CONSTRUCTION
IN= 295.07 / — —
OUT= 294.97 / IP / /' \ / w \ _w — —
/ / ---W_ WV --�.
— —
/ DAIRY _ - -
ucE \ate �� — AD 1 SR 1 C ' �� SAW CUT EXISTING PAVEMENT —w—
\ V I vO 1 TRANSITION TO PROPOSED —w— —
/ 3 TO PROVIDE SMOOTH _
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_ — — — '13 \ 1(PUSUC) DRIVEWAY—
_ I PAVEMENT PATCH — —w.
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/ CL— — i EXTEND BEYOND PROPERTY \ u�
UGE — — — 06.65 \
LINE FOR CONSTRUCTION OF \
It
G OFFSITE SIDEWALK AND
i� REGRADING OF ROADWAY \ \ — — -310. 5'
SWALE
�
/� \ EXISTING UTILITY — — —�— — — —
/ V / /j / 0�3 \ CABINETS TO / CATV
/ EXISTING STORMY\\ — ��—
/// EXISTING UNDERGROUND \ — _ — REMAIN I / LVERT TO BE
/ UTILITY LINE TO REMAIN \ \ — — — — — \
REMOVED \ \ IP \
LA
-lop,
WOODLINE
-107
LIMITS OF DISTURBANCE TO
�' / EXTEND BEYOND PROPERTY LINE \
FOR CONSTRUCTION OF OFFSITE \ \
SIDEWALK AND REGRADING OF IN, EXISTING (TREES WITHINEXISTING
7rx,/ ROADWAY SWALE \ I /
��LIMITS OF DISTURBANCE TO SOIL PATH/ ^ BE RE OVED (TYP.) I / TO BE R MOVED
LQ\\
/
99
/ JO•�J / / / / /// // / I / / / "� LIMITS OF DISTURBANCE
SHOWN OFFSET FROM
%/ // \\IR PROPERTY LINE FOR CLARITY
/ / / / / / / �� PURPOSES ONLY. LIMITS OF // �/ 9�\ \\ DISTURBANCE SHALL BE AT
//
CAN THE PROPERTY LINE (TYP.)
/ / �/ \ �\ \ 1 / / / / / / / //
EXISTING UTILITY \
CABINET TO REMAIN \ I /
11 �. \ EXISTING POWER/LIGHT
/ /� \ EXISTING POWER CONTRACTOR TO TAKE \ I POLE TQ BE REMOVED
POLE TO REMAIN GREAT CARE IN PROTECTING I I I I / / / / / N/F
/ \ `L°'b / / \ OVERHEA PROPERTY E SERVING '`• 1 I 1p XI // / / / �/
1 I / G Y / / / GLENNIE REA CC
1 EXISTING OVERHEAD
WIRE TO BE REMOVED / I I i ' / / REAL ID 05H
/V/ _ 1 / I I // / / / PIN 16581 1—E
IPF — — LIMITS OF DISTURBANCE PROPOSED TREE LINE SHOWN ZONING:
24 RCP / / CL / / / �� % OFFSET FROM PROPERTY LINE
292.43' / / CL— — / / / I / / / FOR CLARITY PURPOSES ONLY.
1 cL / / / / I / / ( PROPOSED TREE LINE SHALL BE
SSMH L / / \ / ( AT THE PROPERTY LINE (TYP.)
OP= 295.93 1 CL
/ // l I / 1 \ `
CO ODT= 289.48 ONN83'05'33"by 33 CL
CL
� � I
W M / / / f --
\ CL
\ LIMITS OF DISTURBANCE / L IPF / I
\\�ZgB269 / 0/ SHOWN OFFSET FROM
PP
�0 o PROPERTY LINE FOR CLARITY
\ '� PURPOSES ONLY. LIMITS OF
DISTURBANCE SHALL BE AT
DEMOLITION NOTES x GUY / / / THE PROPERTY LINE (TYP.) <3�
A. THE ITEMS IDENTIFIED FOR DEMOLITION ARE INTENDED TO AID THE CONTRACTOR. THE ITEMS IDENTIFIED MAY NOT INCLUDE ALL ASPECTS
OF DEMOLITION REQUIRED TO CONSTRUCT THE PROPOSED IMPROVEMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL
2992.072.07
2NECESSARY DEMOLITION TO CONSTRUCT THE PROPOSED IMPROVEMENTS.
'
B. THE LOCATIONS OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES, AND OTHER ABOVE AND BELOW GRADE APPURTENANCES ARE
Q APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE, AND INVERT ELEVATIONS CONTRACTOR TO COORDINATE
O OF SUCH PRIOR TO BEGINNING CONSTRUCTION. Opw WITH UTILITY PROVIDER FOR
REMOVAL OF EXISTING OVERHEAD
C. NO SOIL DISTURBANCE, SOIL COMPACTION, CONSTRUCTION MATERIALS, OR CONSTRUCTION TRAFFIC ALLOWED BEYOND THE LIMITS OF
CONSTRUCTION. POWER\ TELE ❑_ / I \
D. INSTALL ALL EROSION CONTROL MEASURES PRIOR TO BEGINNING CONSTRUCTION PER THE PHASE 1 EROSION CONTROL SHEET. 01I
E. SAW CUT AND REMOVE CONCRETE CURB AND ASPHALT TO LIMITS REQUIRED FOR NEW WORK. /
F. REMOVE VEGETATION AND GRASS IN AREAS TO RECEIVE NEW ASPHALT AND CONCRETE PAVEMENTS.
G. SAW CUT AND REMOVE ASPHALT PAVEMENT TO LIMITS INDICATED ON PLAN. 10 /
H. THE CONTRACTOR SHALL DEMOLISH AND REMOVE OFF-SITE FACILITIES WITHIN THE PROJECT SITE TO INCLUDE BUILDINGS, CONCRETE
STRUCTURES (ABOVE GROUND AND FOUNDATION), SITE LIGHTING STRUCTURES, PAVEMENTS AND SECONDARY UTILITIES. ALL MATERIALS Al
SHALL BE PROPERLY DISPOSED OF PER STATE REGULATIONS. �v
O
I. ALL PRIMARY UTILITIES DISCOVERED DURING DEMOLITION OPERATIONS THAT SERVE ACTIVITIES OTHER THAN THE SITE SHALL BE v�
PROPERLY PRESERVED AND PROTECTED.
J. ALL EXISTING SERVICES ENCOUNTERED SERVING BUILDINGS TO BE DEMOLISHED ARE TO BE REMOVED (INCLUDING SANITARY, GAS, AND
DOMESTIC WATER SERVICES). THEY SHALL BE REMOVED AS INDICATED ON THE PLANS.
K. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE DEVELOPER AND ENGINEER ANY UNFORESEEN OR ADVERSE CONDITIONS,
INCLUDING UNCHARTED UTILITIES, DISCOVERED DURING DEMOLITION OPERATIONS.
Kim e )))Horn
■
NC LICENCE #: F-0102
© 2019 KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
REVISED PER COUNTY COMMENTS 04/23/19 DS PHONE: [phone]
REVISIONS DATE BY WWW.KIMLEY—HORN.COM
KHA PROJECT
015057000
DATE
06/30/2017
SCALE AS SHOWN
DESIGNED BY DS
DRAWN BY DS
CHECKED BY WJB CLAYTON
IGLESIA DE DIGS PRIMEROS
FRUTOS
PREPARED FOR
PROUTEY CONSTRUCTION
NORTH CAROLINA
CARD
,�y';
`SAL
�\
//10111ii00
4/23/2019
EXISTING SOIL TO
BE REMOVED
UTILITY TO BE REMOVED
—300— — EXISTING CONTOUR
O CO CLEAN-OUT
WM WATER METER
WV M WATER VALVE
ELEC ❑ ELECTRICAL BOX
PP 0 POWER POLE
TELE ❑
TELEPHONE BOX
CAN ❑ CABLE TELEVISION BOX
FH (:�_ FIRE HYDRANT
IPF OIRON POINT FOUND
0
PROPERTY/ROW LINE
OVERHEAD POWER
® SANITARY SEWER MANHOLE
AND FLOW DIRECTION ARROW
TREE LINE
EDGE OF PAVEMENT
GRAVEL DRIVE OR SOIL PATH
ROAD CENTER LINE
— — — — —W— WATER LINE
------G—
GAS LINE
STORM PIPE
ELECTRICAL/COMM U NCATI ON
LINE
Know what's below.
DISTURBED AREA:1.54 ACRES Call before you dig.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE TOWN OF CLAYTON,
JOHNSTON COUNTY, AND/OR NCDOT STANDARDS AND SPECIFICATIONS.
SURVEY NOTE:
ALL EXISTING SITE AND TOPOGRAPHIC INFORMATION SHOWN ARE BASED ON
SURVEY PROVIDED BY TRUE LINE SURVEYING, P.C. 205 WEST MAIN STREET,
CLAYTON, NORTH CAROLINA 27520 ON 06/21/2017
DEMOLITION PLAN
SHEET NUMBER
C-1.1

U
C
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RIP -RAP PAD. SIZING ucE - - J �� 65 \ \ \ \ \
o,�l cG SF - - -UGE - \ PER NCDOT DETAIL ��� \
/� I / c EXTEND BEYONDLIMITS OF RBANCE PROPERTO \ 876.02 SEE DETAIL STD
EROSION CONTROL LEGEND
346 PROPOSED CONTOUR
EXISTING CONTOUR
CL LIMITS OF CONSTRUCTION
SF SILT FENCE
TPF TREE PROTECTION FENCE
® SILT FENCE OUTLET
CE CONSTRUCTION ENTRANCE
INLET PROTECTION
® CONCRETE WASHOUT STATION
DESIGNATED AREAS TO
BE STABILIZED WITHIN 7 DAYS
x x x SEDIMENT BASIN POROUS BAFFLES
TEMPORARY DIVERSION DITCH
ROCK CHECK DAM
SKIMMER
o / / G /� \ SHEET C-8.0 TYP. / _ - _Ed310. 5'
/ � / / l �, LINE FOR CONSTRUCTION OF (TYP.) _
/ OFFSITE SIDEWALK AND \ INV: 3 ' _ - - -, \\ �\ \ \1� \
(n REGRADING OF ROADWAY \ \ CONSTRUCTION SEQUENCE:
/�., )
"t./ ' / / SWALE \ \ '' �'\ \ ` CATS CAN_r- -� - - _ ` \ J l 1. OBTAIN LAND DISTURBING PERMIT AND PLACARD, AND POST THE PLACARD ON SITE.
302 \ \ \ , 2. SCHEDULE AND HOLD APRE-CONSTRUCTION CONFERENCE PRIOR TO BEGINNING ANY
\ \ \ IP \ LAND -DISTURBING ACTIVITIES. THIS CONFERENCE SHOULD BE ATTENDED BY A
/ �J LIMITS OF\\ I \ \ \ \ \ REPRESENTATIVE OF THE FINANCIALLY RESPONSIBLE PARTY AND/OR THE GENERAL
o DISTURBANCE / / TEMPORARY \ \ ` \ \ \ CONTRACTOR, GRADING SUB -CONTRACTOR, EROSION CONTROL SUB -CONTRACTOR AND
3/ (TYP.) // / DIVERSION DITCH \ \ I \ \ \ \ / THE JOHNSTON COUNTY SEDIMENT & EROSION CONTROL OFFICE.
CONCRETE WASHOUT STATION
//// 8 / (TO BE 50' MIN. FROM ANY EXISTING ` I L - - 1 \ / \ 3. OBTAIN AN APPROVED (STAMPED) SEDIMENT & EROSION CONTROL PLAN AND KEEP IT ON
/ OR PROPOSED STORMWATER 1 / SITE, EITHER IN THE INSPECTION BOX, CONSTRUCTION OFFICE OR WITH THE CONTRACTOR.
E / TOP OF BANK / 30 IO ��'� \ STRUCTURE OF FEATURE) 24'W x 50'L WOODLINE
o LIMITS OF DISTURBANCE TO i/ NF / \ \ u' CONSTRUCTION
EXTEND BEYOND PROPERTY LINE �/ / e�FF \ 0�� ENTRANCE I / / / 4. INSTALL CONSTRUCTION ENTRANCE/EXIT, PROPOSED DRIVEWAY CULVERT, SILT FENCING,
/ /l/ / / FR \ \ / / / / / SKIMMER BASIN, DIVERSION DITCHES, AND OTHER INITIAL EROSION CONTROL MEASURES
FOR CONSTRUCTION OF OFFSITE / / 20• \ / / / / / AS SPECIFIED IN THE PLAN.
SIDEWALK AND REGRADING OF // l / l eUFO�F \ \ \
o ROADWAY SWALE O /// / C / FFR 2 \ \ / / / / / / / 5. NOTIFY THE JOHNSTON COUNTY SEDIMENT & EROSION CONTROL SITE INSPECTOR AFTER
J/ / �o �/ \ \ \ \ w I I / // / / / / MEASURES HAVE BEEN INSTALLED AND PROJECT HAS STARTED
T
°
/ O / /� / / \^ / \ \ \ N O
`b \ \ \\ \ w o 1 / / / / / 6. BEGIN CLEARING AND GRADING OF THE SITE ACCORDING TO THE APPROVED SEDIMENT &
O
O \ I I 4. Co / / / EROSION CONTROL PLAN, MAINTAINING EROSION CONTROL MEASURES AS NECESSARY.
EROSION CONTROL MEASURES SHALL BE RESTORED TO ORIGINAL DIMENSIONS WHEN
n NO DISTURBANCE TO OCCUR f v / /// �/ \ \ \ ` \ I / / Mo O� / / SEDIMENT ACCUMULATES TO 50% OF DESIGN DEPTH.
WITHIN ZONE 1 BUFFER EXCEPT / /
° `"/ // N� \ \ / / / / / / / MIS,CONTROL DEVICES IN ACCORDANCE WITH JOHNSTON COUNTY'S MAINTENANCE AND
7. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION
INSTALLATION OF SIDEWALK AS ,
° SHOWN ON SHEET C-3.0 .`L '� / / o,/ '� SKIMME� SEE SIZING ^�
> o / // / / / ON THIS'SH ET \ I / / / / / ,.�/ / / OBSTRUCTION OF STORMWATER COLLECTION SYSTEMS. ALL STRUCTURES AND EROSION
CONTROL MEASURES SHALL BE RESTORED TO ORIGINAL DIMENSIONS WHEN SEDIMENT
ACCUMULATES TO 50% OF DESIGN DEPTH.
/ryU5 / SKIMMER BASIN \ / \N
/ v x SEE SIZING ON \ / �� \ I I / / / LIMITS OF DISTURBANCE 8. INSPECT SITE ONCE A WEEK INSPECT AND REPAIR EROSION CONTROL MEASURES AFTER
o / /� oo /// / THIS SHEET c, II / I I / / / SHOWN OFFSET FROM EVERY RAINFALL EVENT OF 1/2" OR GREATER OR EVERY SEVEN (7) CALENDAR DAYS.
ry \ TREE PROTECTION / / PROPERTY LINE FOR CLARITY
° °j^ // / x x DESIGNATED AREA II / I FENCE (TYP.) / PURPOSES ONLY. LIMITS OF 9. STABILIZATION FOR ONGOING ACTIVITY: LAND LEFT EXPOSED SHALL BE PLANTED OR
E 3 / �/ r`` TO BE STABILIZED II \ / I / / / / DISTURBANCE SHALL BE AT OTHERWISE PROVIDED WITH TEMPORARY GROUND COVER, DEVICES, OR STRUCTURES
/ WITHIN 7 DAYS II I / / / / / THE PROPERTY LINE (TYP.) SUFFICIENT TO RESTRAIN EROSION WITHIN THE APPLICABLE TIME PERIOD AFTER
/ CAN / / \ II / / COMPLETION OF ANY PHASE OF GRADING OR PERIOD OF INACTIVITY AS FOLLOWS: SEVEN
N SKIMMER PIPE TO / / / / x x CLASS B STONE PA II \ II / I / / // / / / DAYS FOR A STEEP SLOPE; TEN DAYS FOR A MODERATE SLOPE; 14 DAYS FOR LAND
OUTFALL TO DAYLIGHT / / �/ f \ I� / / / / / ��
� � � TO BE INSTALLED / WITH NO SLOPE OR INCLINATION. FOR PURPOSES OF THIS SECTION, A MODERATE SLOPE
0 3 \ ti��/ %�9 \ P C< \ \ UNDER SKIMMER \\_-- 1- - -- - - I / I / / / / / /,` THREE UNITS OFMEANS AN NED AREA, HOR ZONTALHDISNANCE TONOF ONE UNIT HIS LESS OF VERTICALADISOTANCEUAL TO
AND A
R - ,�4'x4'x1' MIN.) I I / / / / / / N F STEEP SLOPE MEANS AN INCLINED AREA, THE INCLINATION OF WHICH IS GREATER THAN
`/� SPOIL PILE I / / /
THREE UNITS OF HORIZONTAL DISTANCE TO ONE UNIT OF VERTICAL DISTANCE. NO
� U
BAOFFOLEs (TYP.) I Ilp P X�G Y �� / // / v / GLENNIE REA CORPORATION OTHER CRITERIA APPLY.
294 x TEMPORARY I I / �p / // // REAL ID 05H03030B 10. STABILIZATION FOR COMPLETED ACTIVITY: FOR ANY AREA OF LAND -DISTURBING ACTIVITY
296 296 296 95 I DIVERSION DITCH / ' / o / WHERE GRADING ACTIVITIES HAVE BEEN COMPLETED, TEMPORARY OR PERMANENT GROUND
x I I I l / l COVER SUFFICIENT TO RESTRAIN EROSION SHALL BE PROVIDED AS SOON AS
Q Q / / / _ _ 297 ) / / I I I I / / / / / PIN 1 6581 1-67-61 67 PRACTICABLE, BUT IN NO CASE LATER THAN SEVEN DAYS AFTER COMPLETION OF
/ GRADING.
SF ZONING: R -E
Q .Q 292.43' / c� // C FI x P� / / I / / / Gv / /
/ 6' RIP -RAP Ci ASF ROCK CHECK DAM (TYP.) 11. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION
ARMORED CL �F CONTROL INSPECTOR PRIOR TO COMMENCING EACH PHASE OF EROSION CONTROL
SSMHMEASURES.
EMERGENCY CL
Y o \�9 / �o,�/// \✓� OPT= 295.93 SPILLWAY 0p� SILT FENCE (TYP.) C� - _ _ / / \ PROPOSED TREE LINE SHOWN 12. PROVIDE ALL DISTURBED AREAS WITH GROUND COVER AFTER COMPLETION OF ANY PHASE
0) 33
/ CO U1TI 289.48 N83 -05'33"W / 336. CL - / / / / / / \ / OFFSET FROM PROPERTY LINE OF CLEARING, GRUBBING OR GRADING. THE SEEDING, SEEDBED PREPARATION, MULCH
ov 0 \ \ / / 67 cL - F _ / FOR CLARITY PURPOSES ONLY. AND/OR ROLLED EROSION CONTROL PRODUCT INSTALLATION MUST BE IN ACCORDANCE
v / \ SILT FENCE // / / CL - 3 _ - / / \\ / PROPOSED TREE LINE SHALL BE WITH THE SEEDING SCHEDULE PROVIDED IN THIS PLAN SET.
z \ rn ti°� \ \ 1 OUTLET (TYP.) / / CL / / AT THE PROPERTY LINE (TYP.)
\\ N WM / / / / / / CLF _ / / a 13. INSTALL THE REMAINING PROPOSED STORM DRAINAGE SYSTEM BEING SURE TO BYPASS
/ CL / / I FLOW FROM PROPOSED SAND FILTER UNTIL UPSTREAM AREAS ARE STABILIZED. INSTALL
\
\ / / // / / // / / / CL TPF _ / o ALL OTHER UNDERGROUND UTILITIES, INLET PROTECTION, AND SUB -BASE FOR THE
LIMITS OF DISTURBANCE / CL IPF / / I PARKING AREA AND DRIVE AISLES.
SHOWN OFFSET FROM / / 14. USE PIPE INLET PROTECTION ON ANY OPEN TRENCHES AT DAYS WEEK END IN ORDER TO
Q ° PP PROPERTY LINE FOR CLARITY / / I / / / DAYS/
WEEK
/ PURPOSES ONLY. LIMITS OF PREVENT OFFSITE SEDIMENTATION.
� x GUY DISTURBANCE SHALL BE AT
\� / I / / / 15. ONCE STORM NETWORK AND INLET PROTECTION ARE IN PLACE AND THE MAJORITY OF
THE PROPERTY LINE (TYP.
z _ \ ) I / / \ THE SITE IS STABILIZED AND COMPLIANT WITH THE JOHNSTON COUNTY REQUIREMENTS,
MODIFY ALL ASSOCIATED EROSION CONTROL MEASURES TO THE LAYOUT SHOWN ON THE
24"RCP \ / I / / / \ PH -2 EROSION AND SEDIMENT CONTROL PLANS.
a 292.07' \ \ NSF \ \ I / / I \ 16. COORDINATE WITH THE JOHNSTON COUNTY SEDIMENT & EROSION CONTROL OFFICE PRIOR
Q 6 \ TO THE REMOVAL OF ANY EROSION CONTROL MEASURE. REMOVAL OF TEMPORARY
BETTY SHERRON \ I /I / \ SEDIMENT BASIN OR ANY SOFT SOILS PER GEOTECHNICAL ENGINEER RECOMMENDATIONS.
\ DB 1390 PG 324 0'°141 / I / 17 AT THE CONCLUSION OF BUILDING OR IF LAND DISTURBING ACTIVITY IS STOPPED
\
J \ \ PIN 165811 -67-31 54 TELE E:]_\
\\ ZONING: R-10 ON,
\ PP
z \
:n
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� o
Kim e )))Horn 015057000 IGLESIA DE DIOS PRIMEROS
a DATE
E06/30/2017 FRUTOS
NC LICENCE #: F-0102 SCALE AS SHOWN
_ © 2019 KIMLEY-HORN AND ASSOCIATES, INC. PREPARED FOR
DESIGNED BY DS
1 REVISED PER COUNTY COMMENTS 0423/19
23/19 DS 421 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601 DRAWN BY DS PROUTEY CONSTRUCTION
PHONE: [phone]
o No. REVISIONS DATE BY WWW.KIMLEY-HORN.COM CHECKED BY WJB CLAYTON NORTH CAROLINA
2
SKIMMER BASIN
TOTAL DISTURBED DRAINAGE AREA 1.285
AC
10-Y EA R PEA K FLOW
5.93
CFS
SURFACEAREA REQUIRED
2,579
SF
SURFACE AREA PROVIDED
�
SF
VOLUME REQUIRED
2,313
z
VOLUMEPROVIDED
3,709
CF
2
2
FT
TOP OF BERM
�
ELEV
EMGY. SPILLWAY LENGTH
�
U
U
BOTTOM OF BASIN
1,123
V
SKIMMER SIZE
2
IN
SKIMMER ORIFICE DIAMETER
1
IN
z
W
v
Q
z
0 o
:n
� U
� o
Kim e )))Horn 015057000 IGLESIA DE DIOS PRIMEROS
a DATE
E06/30/2017 FRUTOS
NC LICENCE #: F-0102 SCALE AS SHOWN
_ © 2019 KIMLEY-HORN AND ASSOCIATES, INC. PREPARED FOR
DESIGNED BY DS
1 REVISED PER COUNTY COMMENTS 0423/19
23/19 DS 421 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601 DRAWN BY DS PROUTEY CONSTRUCTION
PHONE: [phone]
o No. REVISIONS DATE BY WWW.KIMLEY-HORN.COM CHECKED BY WJB CLAYTON NORTH CAROLINA
2
CARD, ��q
`SAL
4/23/2019
TEMPORARY OR PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE
WITH THE JOHNSTON COUNTY REQUIREMENTS.
18. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED TO COMPLIANCE
WITH THE JOHNSTON COUNTY REQUIREMENTS, CALL THE JOHNSTON COUNTY SEDIMENT &
EROSION CONTROL OFFICE FOR INSPECTION.
19. WHEN THE SITE IS APPROVED, REMOVE ALL TEMPORARY EROSION CONTROL DEVICES.
SEED OUT OR STABILIZE ANY RESULTING BARE AREAS WITH PERMANENT VEGETATION.
DISTURBED AREA:1.54 ACRES
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE TOWN OF CLAYTON,
JOHNSTON COUNTY, AND/OR NCDOT STANDARDS AND SPECIFICATIONS.
SURVEY NOTE:
ALL EXISTING SITE AND TOPOGRAPHIC INFORMATION SHOWN ARE BASED ON
SURVEY PROVIDED BY TRUE LINE SURVEYING, P.C. 205 WEST MAIN STREET,
CLAYTON, NORTH CAROLINA 27520 ON 06/21/2017
SHEET
NUMBER
PHASE-1 EROSION AND SEDIMENT
CONTROL PLAN
C-2.0
SKIMMER BASIN
TOTAL DISTURBED DRAINAGE AREA 1.285
AC
10-Y EA R PEA K FLOW
5.93
CFS
SURFACEAREA REQUIRED
2,579
SF
SURFACE AREA PROVIDED
2,598
SF
VOLUME REQUIRED
2,313
CF
VOLUMEPROVIDED
3,709
CF
STORAGE DEPTH
2
FT
TOP OF BERM
297.50
ELEV
EMGY. SPILLWAY LENGTH
6
FT 296.00 ELEV
BOTTOM OF BASIN
1,123
SF 294.00 ELEV
SKIMMER SIZE
2
IN
SKIMMER ORIFICE DIAMETER
1
IN
CARD, ��q
`SAL
4/23/2019
TEMPORARY OR PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE
WITH THE JOHNSTON COUNTY REQUIREMENTS.
18. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED TO COMPLIANCE
WITH THE JOHNSTON COUNTY REQUIREMENTS, CALL THE JOHNSTON COUNTY SEDIMENT &
EROSION CONTROL OFFICE FOR INSPECTION.
19. WHEN THE SITE IS APPROVED, REMOVE ALL TEMPORARY EROSION CONTROL DEVICES.
SEED OUT OR STABILIZE ANY RESULTING BARE AREAS WITH PERMANENT VEGETATION.
DISTURBED AREA:1.54 ACRES
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE TOWN OF CLAYTON,
JOHNSTON COUNTY, AND/OR NCDOT STANDARDS AND SPECIFICATIONS.
SURVEY NOTE:
ALL EXISTING SITE AND TOPOGRAPHIC INFORMATION SHOWN ARE BASED ON
SURVEY PROVIDED BY TRUE LINE SURVEYING, P.C. 205 WEST MAIN STREET,
CLAYTON, NORTH CAROLINA 27520 ON 06/21/2017
SHEET
NUMBER
PHASE-1 EROSION AND SEDIMENT
CONTROL PLAN
C-2.0

U
C
U
N
°
0
Q
°
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Y /
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J C /
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LIMITS OF
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i�
0
6
a LIMITS OF DISTURBANCE TO TOP OF BANK
o EXTEND BEYOND PROPERTY LINE
o ° FOR CONSTRUCTION OF OFFSITE
� SIDEWALK AND REGRADING OF
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o
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_L E WITHIN ZONE PT
IOF SF EWALKER EAS
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Eo
Q a /
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3/ DAYLIGHT
96 /
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REVISED PER COUNTY COMMENTS
REVISIONS
04/23/19 DS
DATE BY
\ / — OPW
W _
0 _w_ — \ D4IRY ROq - —
FENCE � � o _ _ _ W — — —►� _ _ _ �C � �
OUTLET (TYP.) D c S — —W
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-_� — UGE \ \. 60 R
W
/�
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� ` v
•302. �GE_
BETTY SHERRON
DB 1390 PG 324
PIN 165811-67-3154
ZONING: R-10
Kimley)))Horn
■
NC LICENCE #: F-0102
© 2019 KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
PHONE: [phone]
WWW.KIMLEY—HORN.COM
Opw
KHA PROJECT
015057000
DATE
06/30/2017
SCALE AS SHOWN
DESIGNED BY DS
DRAWN BY DS
CHECKED BY WJB CLAYTON
__,A___—_—W__
W_
W—
O 3 — W—
IGLESIA DE DIGS PRIMEROS
FRUTOS
PREPARED FOR
PROUTEY CONSTRUCTION
NORTH CAROLINA
L --LIMITS OF DISTURBANCE
SHOWN OFFSET FROM
PROPERTY LINE FOR CLARITY
PURPOSES ONLY. LIMITS OF
DISTURBANCE SHALL BE AT
/ THE PROPERTY LINE (TYP.)
�— TREE PROTECTION
FENCE
FENCE (TYP.)
CARD
;����0•�pFESS%pN'�y';
`SAL
//101111100
4/23/2019
N/F
GLENNIE REA CORPORATION
REAL ID 05HO3030B
PIN 165811 —67-61 67
ZONING: R—E
EROSION CONTROL LEGEND
346 PROPOSED CONTOUR
EXISTING CONTOUR
CL LIMITS OF CONSTRUCTION
SF SILT FENCE
TPF TREE PROTECTION FENCE
® SILT FENCE OUTLET
CE CONSTRUCTION ENTRANCE
INLET PROTECTION
® CONCRETE WASHOUT STATION
DESIGNATED AREAS TO
BE STABILIZED WITHIN 7 DAYS
x x x SEDIMENT BASIN POROUS BAFFLES
TEMPORARY DIVERSION DITCH
ROCK CHECK DAM
SKIMMER
REFER TO C-2.0 — PHASE -1 EROSION AND SEDIMENT
CONTROL PLAN FOR CONSTRUCTION SEQUENCE
DISTURBED AREA: 1.54 ACRES
SELF MONITORING AND INSPECTION NOTIFICATION:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT
PERSONS RESPONSIBLE FOR LAND—DISTURBING ACTIVITIES INSPECT A PROJECT AFTER
EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED.
RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS BECAME EFFECTIVE
OCTOBER 1, 2010.
TO SIMPLIFY DOCUMENTATION OF SELF—INSPECTION REPORTS AND NPDES
SELF—MONITORING REPORTS, A COMBINED FORM IS NOW AVAILABLE. THE NEW FORM WAS
DEVELOPED TO SATISFY THE REQUIREMENTS OF THE SEDIMENTATION POLLUTION CONTROL
ACT AND THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES, NCG 010000.
BEGINNING AUGUST 1, 2013, THE DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES IS
RESPONSIBLE FOR ADMINISTERING BOTH THE SPCA AND THE NPDES STORMWATER PERMIT
FOR CONSTRUCTION ACTIVITIES, NCG 010000. THE COMBINED FORM SHOULD MAKE IT
EASIER TO COMPLY WITH SELF—INSPECTION REQUIREMENTS.
THE COMBINED SELF—MONITORING FORM IS AVAILABLE AS A PDF AND WORD DOCUMENT
FROM THE LAND QUALITY WEB SITE,
HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION
IF YOU HAVE QUESTIONS, PLEASE CONTACT THE LAND QUALITY SECTION AT NCDEQ
REGIONAL OFFICE.
GENERAL MAINTENANCE NOTES:
IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED AND
MAINTAINED DAILY AND AFTER EACH RAINFALL GREATER THAN 0.5 INCHES. ANY SEDIMENT
THAT HAS BEEN TRANSPORTED BEYOND THE PROJECT LIMITS SHALL BE REMOVED. THE
FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR:
�IiI��Ii;�L■�[i7�"i171i[4S
INSPECT CONSTRUCTION ROADS AND PARKING AREAS PERIODICALLY FOR CONDITION OF
SURFACE. TOP DRESS WITH NEW GRAVEL AS NEEDED. CHECK ROAD DITCHES AND OTHER
SEEDED AREAS FOR EROSION AND SEDIMENTATION AFTER RUNOFF—PRODUCING RAINS.
MAINTAIN ALL VEGETATION IN A HEALTHY, VIGOROUS CONDITION. SEDIMENT PRODUCING
AREAS SHOULD BE TREATED IMMEDIATELY.
SILT FENCE:
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE
ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE
COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT IMMEDIATELY. 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.
SILT FENCE GRAVEL OUTLET:
INSPECT SEDIMENT FENCE GRAVEL OUTLETS AT LEAST ONCE A WEEK AND AFTER EACH
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. REMOVE SEDIMENT DEPOSITS AS
NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. ANY RIP RAP
DISPLACED MUST BE REPLACED IMMEDIATELY.
BLOCK AND GRAVEL INLET PROTECTION:
INSPECT THE BARRIER OF AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED. REMOVE
SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT
RAINS. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED,
REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL, AND EITHER SALVAGE OR DISPOSE OF
IT PROPERLY. BRING THE DISTURBED AREA TO PROPER GRADE, THEN SMOOTH AND
COMPACT IT. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
NPDES GROUND COVER REQUIREMENTS
SITE AREA DESCRIPTION
STABILIZATION
TIME FRAME EXCEPTIONS
PERIMETER DIKES, SWALES,
7 DAYS
NONE
DITCHES, SLOPES
HIGH QUALITY WATER
7 DAYS
NONE
(HQW) ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER THAN 3:1
7 DAYS
LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1.
14 DAYS ARE ALLOWED.
7 DAYS FOR SLOPES
SLOPES 3:1 OR FLATTER
14 DAYS
GREATER THAN 50' IN
LENGTH
ALL OTHER AREAS WITH
14 DAYS
NONE EXCEPT FOR
SLOPES FLATTER THAN 4:1
PERIMETERS AND HQW
ZONES.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE TOWN OF CLAYTON,
JOHNSTON COUNTY, AND/OR NCDOT STANDARDS AND SPECIFICATIONS.
SURVEY NOTE:
ALL EXISTING SITE AND TOPOGRAPHIC INFORMATION SHOWN ARE BASED ON
SURVEY PROVIDED BY TRUE LINE SURVEYING, P.C. 205 WEST MAIN STREET,
CLAYTON, NORTH CAROLINA 27520 ON 06/21/2017
PHASE -2 EROSION AND SEDIMENT
CONTROL PLAN
SHEET NUMBER
C-2.1

GRAPHIC SCALE IN FEET
0 10 20 40
SCALE: 1" = 20'
EXISTING EDGE OF—"
PAVEMENT (TYP.)
/
/
/
ROAD CENTERLINE
(TYP.)
EXISTING STREET
NAME SIGN
EXISTING "TWO WAY
TRAFFIC" SIGN
EXISTING STOP SIGN
ROAD CENTERLINE
(TYP.)
N83'05'33 "W _
336.67'
N/F
BETTY SHERRON
DB 1390 PG 324
PIN 165811 —67-31 54
ZONING: R-10
Kimley)))Horn
■
NC LICENCE #: F-0102
© 2019 KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
REVISED PER COUNTY COMMENTS 04/23/19 DS PHONE: [phone]
REVISIONS DATE BY WWW.KIMLEY—HORN.COM
ASPHALT PATCH—\' _
EXISTING EDGE OF
PAVEMENT (TYP.)
SIGHT DISTANCE TRIANGLE FOR
2 LANE UNDIVIDED HIGHWAY ® 30 MPH
DESIGN SPEED. AREAS FREE OF SIGHT -
OBSTRUCTIONS (TYP.)
(UtSIGNtU BY UIHtKS)PROPOSED 1 -STORY X10' SIDE INTERIOR
1 /
7,650 SQ. FT. BUILDING a SETBACK (TYP.)
PROPOSED USE: CHURCH 5 0' / INVERTED U
FIFE: 303.00' a / BICYCLE RACK
V
E 5'x10' FENCED TRASH TANK
CONCRETE PAD (SEE
/ ARCHITECTURAL PLANS FOR
FENCE DETAILS)
5'X10' FENCED HVAC
_ CONCRETE PAD (SEE
5'X5' CONCRETEARCHITECTURAL PLANS
STOOP 10' CLASS " " FOR FENCE DETAILS)
C BUFFER SUN' 7
00
rn /
PROPERTY LINE (TYP.)
SETBACKS
FRONT 30 FEET
SIDE INTERIOR 10 FEET
SIDE STREET 20 FEET
REAR 25 FEET
KHA PROJECT
015057000
DATE
06/30/2017
SCALE AS SHOWN
DESIGNED BY DS
DRAWN BY DS
CHECKED BY WJB
IGLESIA DE DIGS PRIMEROS
FRUTOS
PREPARED FOR
PROUTEY CONSTRUCTION
CLAYTON NORTH CAROLINA
PROPERTY LINE (TYP.)
-`PROPOSED TREE LINE (TYP.)
SHOWN OFFSET FOR CLARITY
PURPOSES. PROPOSED TREE
LINE SHALL BE AT THE
PROPERTY LINE
PROPOSED 4' GRAVITY RETAINING
WALL. (STRUCTURAL DESIGN BY
OTHERS, CONTRACTOR TO USE
DESIGN -BUILD SUBCONTRACTOR
FOR DESIGN OF WALL)
N/F
GLENNIE REA CORPORATION
REAL ID 05HO3030B
PIN 165811-67-6167
ZONING: R—E
SITE LEGEND
0
m
PAVEMENT LEGEND
HANDICAP PARKING STALL
PROPERTY LINE
BUILDING SETBACK LINE
BUFFER LINE
CURB AND GUTTER
SPILL CURB AND GUTTER
SIGN (SEE PLAN)
PARKING SPACE COUNTER
ACCESSIBLE RAMP
SIGHT DISTANCE TRIANGLE
ASPHALT PAVEMENT
CONCRETE SIDEWALK
NOTES:
A. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE LATEST TOWN OF
CLAYTON AND NCDOT STANDARDS AND SPECIFICATIONS.
B. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE AND LOCAL
CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR
SHALL MAINTAIN A CURRENT RELEASE OF THE STATE AND LOCAL LAND
DEVELOPMENT STANDARDS MANUAL ON THE PROJECT SITE FOR REFERENCE
DURING CONSTRUCTION OF THE PROJECT.
C. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF BUILDING UNLESS
OTHERWISE NOTED. ALL CURB RADII DIMENSIONS ARE TO FACE OF CURB. ALL
CURB RADII TO BE 3' MINIMUM UNLESS OTHERWISE NOTED.
D. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO
THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (M.U.T.C.D.) OR AS
OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM
THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW SIGNS
SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE
AND LOCAL REGULATIONS.
E. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF
ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 72 HOURS PRIOR
TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY, THE CONTRACTOR
SHALL NOTIFY UTILITY PROVIDER FOR PROPER IDENTIFICATION OF EXISTING
UTILITIES WITHIN THE PROJECT SITE.
F. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
G. ALL PAVING CUTS SHALL BE MADE BY SAW CUTS. EXISTING ELEVATIONS SHALL
BE FIELD VERIFIED AND MATCHED.
H. ACCESSIBLE RAMPS, SIGNAGE AND STRIPING TO CONFORM TO FEDERAL, STATE
AND LOCAL ACCESSIBILITY AND M.U.T.C.D GUIDELINES.
I. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF
ALL EROSION CONTROL DEVICES SHOWN ON THE APPROVED PLANS FOR THE
DURATION OF CONSTRUCTION OR UNTIL FINAL INSPECTION.
J. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF EXISTING STORMWATER
STRUCTURES. CONTRACTOR SHALL NOTIFY ENGINEER IF EXISTING CONDITIONS
DO NOT MATCH INFORMATION ON PLANS.
K. APPROVAL OF THIS 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.
L. REFER TO SITE DETAILS FOR CONCRETE SIDEWALK JOINT DETAILS.
M. REFER TO GENERAL NOTES SHEET FOR ADDITIONAL NOTES.
PARKING DATA TABLE
SITE DATA TABLE
REQUIRED
OP-QsEja
NAME OF DEV
IGLESIA DE DIOS
EXISTING
HANDICAP SPACES
51-75 STANDARD SPACES PROVIDED = 3 HC REQUIRED
DEVELOPMENT:
PRIMEROS FRUTOS
BLDG. SF.:
0.00 SQ. FT
BIKE SPACES
PARCEL ID
165811-67-4218
PROPOSED
CHURCH: 0 SPACE
0 SPACES
(TAG NUMBER):
PARCEL 05HO3197G
BLDG. SF.:
7,650 SQ. FT
PROPERTY
1.42 ACRES/
FLOOR AREA
SIZE:
61,855 SQ. FT.
RATIO:
7,650/61,855 =
0.124
PROPERTY
BLDG.
LOCATION:
TOWN OF CLAYTON
COVERAGE:
7,650/61,855 =
0.124
EXIST./PROP.
ZONING DISTRICT:
R -10/R-10
30,927.5 SQ. FT.
(50.0%)
OVERLAY:
NONE
91LDG
30,927.5 SQ. FT.
(50.0%)
EXISTING USE:
VACANT LAND
PROPOSED USE:
CHURCH (160 SANCTUARY
HEIGHT:
1-STORY/20 FT.
SEATS)
IGLESIA DE DIGS PRIMEROS
FRUTOS
PREPARED FOR
PROUTEY CONSTRUCTION
CLAYTON NORTH CAROLINA
PROPERTY LINE (TYP.)
-`PROPOSED TREE LINE (TYP.)
SHOWN OFFSET FOR CLARITY
PURPOSES. PROPOSED TREE
LINE SHALL BE AT THE
PROPERTY LINE
PROPOSED 4' GRAVITY RETAINING
WALL. (STRUCTURAL DESIGN BY
OTHERS, CONTRACTOR TO USE
DESIGN -BUILD SUBCONTRACTOR
FOR DESIGN OF WALL)
N/F
GLENNIE REA CORPORATION
REAL ID 05HO3030B
PIN 165811-67-6167
ZONING: R—E
SITE LEGEND
0
m
PAVEMENT LEGEND
HANDICAP PARKING STALL
PROPERTY LINE
BUILDING SETBACK LINE
BUFFER LINE
CURB AND GUTTER
SPILL CURB AND GUTTER
SIGN (SEE PLAN)
PARKING SPACE COUNTER
ACCESSIBLE RAMP
SIGHT DISTANCE TRIANGLE
ASPHALT PAVEMENT
CONCRETE SIDEWALK
NOTES:
A. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE LATEST TOWN OF
CLAYTON AND NCDOT STANDARDS AND SPECIFICATIONS.
B. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE AND LOCAL
CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR
SHALL MAINTAIN A CURRENT RELEASE OF THE STATE AND LOCAL LAND
DEVELOPMENT STANDARDS MANUAL ON THE PROJECT SITE FOR REFERENCE
DURING CONSTRUCTION OF THE PROJECT.
C. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF BUILDING UNLESS
OTHERWISE NOTED. ALL CURB RADII DIMENSIONS ARE TO FACE OF CURB. ALL
CURB RADII TO BE 3' MINIMUM UNLESS OTHERWISE NOTED.
D. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO
THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (M.U.T.C.D.) OR AS
OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM
THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW SIGNS
SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE
AND LOCAL REGULATIONS.
E. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF
ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 72 HOURS PRIOR
TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY, THE CONTRACTOR
SHALL NOTIFY UTILITY PROVIDER FOR PROPER IDENTIFICATION OF EXISTING
UTILITIES WITHIN THE PROJECT SITE.
F. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
G. ALL PAVING CUTS SHALL BE MADE BY SAW CUTS. EXISTING ELEVATIONS SHALL
BE FIELD VERIFIED AND MATCHED.
H. ACCESSIBLE RAMPS, SIGNAGE AND STRIPING TO CONFORM TO FEDERAL, STATE
AND LOCAL ACCESSIBILITY AND M.U.T.C.D GUIDELINES.
I. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF
ALL EROSION CONTROL DEVICES SHOWN ON THE APPROVED PLANS FOR THE
DURATION OF CONSTRUCTION OR UNTIL FINAL INSPECTION.
J. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF EXISTING STORMWATER
STRUCTURES. CONTRACTOR SHALL NOTIFY ENGINEER IF EXISTING CONDITIONS
DO NOT MATCH INFORMATION ON PLANS.
K. APPROVAL OF THIS 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.
L. REFER TO SITE DETAILS FOR CONCRETE SIDEWALK JOINT DETAILS.
M. REFER TO GENERAL NOTES SHEET FOR ADDITIONAL NOTES.
PARKING DATA TABLE
TYPE
REQUIRED
OP-QsEja
PARKING SPACES
CHURCH: 1 SPACE PER 200 SF X 7,500 SF = 54 SPACE
54 SPACES
HANDICAP SPACES
51-75 STANDARD SPACES PROVIDED = 3 HC REQUIRED
3 SPACES
HANDICAP VAN
SPACES
1 OUT OF 6 ACCESSIBLE SPACES (MINIMUM 1)
= 1 HC VAN REQUIRED
1 SPACE
BIKE SPACES
CHURCH: 1 SPACE
2 SPACES
LOADING SPACES
CHURCH: 0 SPACE
0 SPACES
AL,
AGINE. �.
N . *��\�,
4/23/2019
4LL CONSTRUCTION TO BE IN ACCORDANCE WITH THE TOWN OF CLAYTON,
JOHNSTON COUNTY, AND/OR NCDOT STANDARDS AND SPECIFICATIONS.
SURVEY NOTE:
kLL EXISTING SITE AND TOPOGRAPHIC INFORMATION SHOWN ARE BASED 01
;URVEY PROVIDED BY TRUE LINE SURVEYING, P.C. 205 WEST MAIN STREEI
'LAYTON, NORTH CAROLINA 27520 ON 06/21/2017
SITE PLAN
SHEET NUMBER
C-3.0

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GRAPHIC SCALE IN FEET
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TOP= 301.77'
IN= 295.07
OUT= 294.97
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FES -01 RIP -RAP
Q PAD. SEE SIZING
ON THIS SHEET
Q 24"RCP
292.43'
SS
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GRASS SWALE
WIDTH VARIES.
ELEV. VARIES
SEE PLAN.
SWALE CROSS SECTION A -A
1 REVISED PER COUNTY COMMENTS
o No. REVISIONS
2
EXISTING ROAD
ASPHALT PAVEMENT
04/23/19
DATE
GUY FIBER
` \ \ CAN
OPW
---W_/
Off` 1
M
DAIRY
`) 2' SHOULDER 0 2%
- -USE RpgD I co �-
__-_-
---w-
w - -
OP
IAS
(PUBLIC) 2' SHOULDER ®2%. - - - - -u►� _ -
BETTY SHERRON
DB 1390 PG 324
PIN 165811-67-3154 TELE ❑\�
ZONING: R-10 ON/
GRADING AND DRAINAGE LEGEND
PROPOSED STORM PIPE
GRADING NOTES:
0
■
PROPOSED YARD INLET
CL
LIMITS OF CONSTRUCTION
343
PROPOSED CONTOUR
-`
EXISTING CONTOUR
A
-
FLOW ARROW
a
SPOT ELEVATION (FINISHED GRADE)
E
TOP OF CURB SPOT ELEVATION
0
(FINISHED GRADE)
E
SPOT ELEVATION (GRADE ELEVATION
E
AT LOW SIDE OF WALL)
CD
l-
FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.
J 5.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL
T
\ M \ 6.
CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
IP
1 '
7.
1 REVISED PER COUNTY COMMENTS
o No. REVISIONS
2
EXISTING ROAD
ASPHALT PAVEMENT
04/23/19
DATE
GUY FIBER
` \ \ CAN
OPW
---W_/
Off` 1
M
DAIRY
`) 2' SHOULDER 0 2%
- -USE RpgD I co �-
__-_-
---w-
w - -
OP
IAS
(PUBLIC) 2' SHOULDER ®2%. - - - - -u►� _ -
BETTY SHERRON
DB 1390 PG 324
PIN 165811-67-3154 TELE ❑\�
ZONING: R-10 ON/
GRADING AND DRAINAGE LEGEND
SPOT ELEVATION (GRADE ELEVATION
AT HIGH SIDE OF WALL)
SPOT ELEVATION (FINISHED GRADE
HIGH POINT)
PROPOSED RIP RAP
PROPOSED FLARED END SECTION
i
PROPOSED STORM PIPE
GRADING NOTES:
PROPOSED CATCH BASIN
■
PROPOSED YARD INLET
CL
LIMITS OF CONSTRUCTION
343
PROPOSED CONTOUR
-`
EXISTING CONTOUR
A
-
FLOW ARROW
- 300.00
SPOT ELEVATION (FINISHED GRADE)
TOP OF CURB SPOT ELEVATION
ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE GENERAL
(FINISHED GRADE)
- 300.00 BW
SPOT ELEVATION (GRADE ELEVATION
AT LOW SIDE OF WALL)
SPOT ELEVATION (GRADE ELEVATION
AT HIGH SIDE OF WALL)
SPOT ELEVATION (FINISHED GRADE
HIGH POINT)
PROPOSED RIP RAP
PROPOSED FLARED END SECTION
i
ENTRY VNDTH
GRADING NOTES:
LENGTH
6.0 FT
EXIT WIDTH
7.5 FT
1.
ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY OF CLAYTON, AND NORTH CAROLINA DEPARTMENT OF
-SEE SWALE CROSS -_. _ __
TRANSPORTATION (NCDOT) REGULATIONS AND CODES AND O.S.H.A. STANDARDS.
SEKION ON THIS SHEET
A
-
2.
ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.
3.
ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE GENERAL
5'
CONTRACTOR PRIOR TO GROUND BREAKING.
\
4.
THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL
l-
FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.
J 5.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL
REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION.
\ M \ 6.
CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
IP
1 '
7.
ALL FILL TO BE COMPACTED PER THE RECOMMENDATIONS OF A GEOTECHNICAL ENGINEER.
8.
LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT AND FILL SLOPE
1
LIMITS, OR OTHER GRADING REQUIREMENTS TO MATCH EXISTING GRADE.
9.
THE PROPOSED CONTOURS SHOWN IN DRIVES AND PARKING LOTS AND SIDEWALKS ARE FINISHED ELEVATIONS
INCLUDING ASPHALT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR
AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.
10.
CONTRACTOR SHALL INSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW
PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET OVERLAND.
11.
ANY GRADING, BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN IS SUBJECT TO A
FINE.
12.
THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S.
/
PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
13.
ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4-6 INCHES OF TOPSOIL.
14.
CONTRACTOR SHALL GRASS DISTURBED AREAS UNTIL A HEALTHY STAND OF GRASS IS OBTAINED.
i- 2' FRENCH DRAIN BEHIND 15.
CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO THE SAME.
RETAINING WALL. SEE SHEET
16.
C-8.0 FOR DETAIL
THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, BRACING
AND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS
PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THESE DRAWINGS. THE DESIGN ENGINEER
'-k 48 LF OF ACCEPTS NO RESPONSIBILITY FOR THE DESIGN(S) TO INSTALL SAID ITEMS.
�--6" PERFORATED PVC 17. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DEWATERING NECESSARY TO CONSTRUCT THE
® 0.00% PROJECT AS SHOWN ON THE PLANS.
-PROPOSED GRAVITY RETAINING 18. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND EXACT
WALL. CONTRACTOR TO SUBMIT UTILITY ENTRANCE LOCATIONS AND ELEVATIONS.
SHOP DRAWINGS TO BE 19. ALL FILL MATERIALS, EXISTING BUILDING FOUNDATIONS, PAVEMENT AND UTILITY STRUCTURES, TOPSOIL AND ANY
VERIFIED BY ENGINEER OTHER DELETERIOUS MATERIALS SHALL BE COMPLETELY REMOVED FROM WITHIN THE BEARING ZONE BELOW THE
308 48 TW
OF I-04
PVC / RIM: 302.18 20.
55% YI-04A INV IN: 300.10
RIM: 308.74 INV OUT: 299.88 N/F
INV IN: 306.00 ENNIE REA CORPORATION
NV OUT: 301.50 21.
304.35 BW- REAL ID 05HO3030B
308.07 TW
304.22 BW PROPOSED SWALE. CONTRACTOR PIN 165811-67-6167 22.
TO ENSURE STORMWATER TO
308.10 TW DRAIN AWAY FROM BUILDING ZONING: R -E
AND FROM RETAINING WALL. 23.
102.50 HP ENSURE POSITIVE DRAINAGE
24.
67 BW
66 TW � 25.
6 I
307.84
N: 306.00
DUT: 301. 26
/ 14 LF OF
111-6" PERFORATED PVC
® 0.00% 27•
28.
1
■ KHA PROJECT
Kimley)))Horn 015057000 IGLESIA DE DIOS PRIMEROS
DATE
06/30/2017 FRUTOS
NC LICENCE #: F-0102 SCALE AS SHOWN
© 2019 KIMLEY-HORN AND ASSOCIATES, INC. DESIGNED BY DS PREPARED FOR
421 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601 DRAWN BY DS PROUTEY CONSTRUCTION
PHONE: [phone]
WWW.KIMLEY-HORN.COM CHECKED BY WJB CLAYTON NORTH CAROLINA
S AL l
_ 6 =
//101111100
4/23/2019
FES -01 RIP -RAP PAD
ENTRY VNDTH
4.5 FT
LENGTH
6.0 FT
EXIT WIDTH
7.5 FT
MINIMUM THICKNESS
12 IN
MINIMUM STONE DIA METER
3IN
l
STONE FILLING CLASS
A
-
STRUCTURE.
ALL FOUNDATION AND UTILITY EXCAVATION SHALL BE INSPECTED BY A QUALIFIED GEOTECHNIAL REPRESENTATIVE
TO DETERMINE WHETHER UNSUITABLE MATERIAL MUST BE REMOVED. ALL UNDESIRABLE MATTER SHALL BE
REMOVED, BACKFILLED AND COMPACTED WITH SUITABLE MATERIAL AS REQUIRED BY THE GEOTECHNICAL
REPRESENTATIVE AT CONTRACTOR'S EXPENSE.
GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE ENGINEER, THEY MAY
BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. STATIONS, OFFSETS AND ELEVATIONS REFER TO THE
CENTER OF DROP INLETS, MANHOLES AND JUNCTION BOXES, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS.
CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND
CONTINUOUS GRADE.
EXISTING AND PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT.
BEFORE ANY EARTHWORK IS DONE, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF PAVEMENT
AND OTHER ITEMS ESTABLISHED IN THE PLANS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY
ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK.
ALL PAVEMENT SUB GRADES SHALL BE SCARIFIED TO A DEPTH OF 8 INCHES AND COMPACTED TO A MINIMUM
DENSITY OF 98 PERCENT OF ASTM D-698 DENSITY AT OPTIMUM MOISTURE CONTENT UNLESS OTHERWISE SHOWN
ON THE CONSTRUCTION PLANS OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. FILL SHALL BE PLACED AND
COMPACTED IN MAXIMUM 8" LIFTS. IN AREAS WHERE ROCK IS ENCOUNTERED AT FINAL SUB GRADE ELEVATION,
THE EXPOSED ROCK SHALL BE TOPPED WITH A LEVELING COURSE OF SANDY CLAY OR CLAYEY SAND (P.I.
BETWEEN 4 AND 15) AS NEEDED TO PROVIDE A SMOOTH SURFACE FOR PAVING.
THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION ALL FILL
PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO BE USED SHALL BE
APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.
TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING IMPROVEMENTS SHALL BE
PERFORMED BY AN APPROVED AGENCY FOR TESTING MATERIALS. THE TESTING LABORATORY AND THE
PAYMENT OF SUCH TESTING SERVICES SHALL BE MADE BY THE OWNER. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO SHOW BY STANDARD TESTING PROCEDURES THAT THE WORK CONSTRUCTED DOES MEET THE
REQUIREMENTS OF THE SPECIFICATIONS.
THE LOCATIONS OF STORM SEWER STRUCTURES SHOWN ON THESE PLANS (AND PROVIDED IN ASSOCIATED CADD
FILES) ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE ALL CURB INLET STRUCTURES SUCH THAT INLET
TOPS ALIGN HORIZONTALLY WITH PROPOSED FINISHED GRADE (PER DETAIL, IF PROVIDED). WHERE PROPOSED
STORM SEWERS TIE TO EXISTING STRUCTURES, PIPES, ETC., THE CONTRACTOR SHALL FIELD ADJUST PROPOSED
STORM SEWERS TO MATCH THE LOCATIONS OF THESE EXISTING FEATURES.
NOTE
BUILDING'S ROOF DRAIN TO FLOW
OVERLAND. SEE ARCHITECTURAL
PLANS FOR LOCATION OF DOWN
SPOUTS
IMPERVIOUS SURFACE
TOTAL SITE AREA: 1.42 ACRES
EXISTING: 0.00 ACRES (0.00%)
PROPOSED: 0.71 ACRES (50.0%)
F
STURBED AREA:1.54 ACRES
Know what's below.
Call before you dig.
4LL CONSTRUCTION TO BE IN ACCORDANCE WITH THE TOWN OF CLAYTON,
JOHNSTON COUNTY, AND/OR NCDOT STANDARDS AND SPECIFICATIONS.
SURVEY NOTE:
kLL EXISTING SITE AND TOPOGRAPHIC INFORMATION SHOWN ARE BASED 01
;URVEY PROVIDED BY TRUE LINE SURVEYING, P.C. 205 WEST MAIN STREEI
'LAYTON, NORTH CAROLINA 27520 ON 06/21/2017
GRADING & DRAINAGE PLAN
SHEET NUMBER
C-4.0

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REVISED PER COUNTY COMMENTS
REVISIONS
\
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EXISTING WATER MAIN, CONTRACTOR
— TO FIELD VERIFY LOCATION AND SIZE
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MAIN WITH 1" CORPORATION
STOP CONNECTION
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BETTY SHERRON
DB 1390 PG 324
PIN 165811-67-3154
ZONING: R-10
Kiomley)))Horn
NC LICENCE #: F-0102
© 2019 KIMLEY-HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
04/23/19 DS PHONE: [phone]
DATE BY WWW.KIMLEY-HORN.COM
KHA PROJECT
015057000 IGLESIA DE DIOS PRIMEROS
01
DATE
06/30/2017 FRUTOS
SCALE AS SHOWN
DESIGNED BY DS PREPARED FOR
DRAWN BY DS PROUTEY CONSTRUCTION
CHECKED BY WJB CLAYTON NORTH CAROLINA
1" TYPE "K" COPPER
- WATER LINE
3
I /-1" WATER METER
1" REDUCE PRESSURE ZONE ASSEMBLY
WATTS 909M2—QT (OR APPROVED
EQUAL)IN ABOVE GROUND ENCLOSURE
HEATED TO MIN. 40' F (ELECTRIC
SERVICE PROVIDED BY OTHERS)
AAL�gI q
6 —
/001111 0\0
4/23/2019
PROPERTY LINE
BUILDING SETBACK LINE
BUFFER LINE
PROPOSED WATER LINE
PROPOSED STORMWATER PIPE
EXISTING WATER LINE
PROPOSED SEWER LINE
EXISTING SEWER LINE
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVE
PROPOSED WATER METER
PROPOSED WATER BACKFLOW
PREVENTER
PROPOSED SANITARY SEWER
CI FAN -OUT
UTILITY NOTES:
55'
% REFER TO NOTES ON SHEET C-0.1 — GENERAL NOTES
N/F
GLENNIE REA CORPORATION
REAL ID 05HO3030B
PIN 165811-67-6167
ZONING: R—E
Know what's below.
0111 before you dig.
ALL EXISTING SITE AND TOPOGRAPHIC INFORMATION SHOWN ARE BASED ON
SURVEY PROVIDED BY TRUE LINE SURVEYING, P.C. 205 WEST MAIN STREET,
CLAYTON, NORTH CAROLINA 27520 ON 06/21/2017
UTILITY PLAN
SHEET NUMBER
C-5.0

IN SIDEWALK PLAN VIEW
1,42" EXPANSION JOINT FILL 3/$" WIDE x 1" DEEP GROOVED OR
WRAD�18"
WITH JOINT
BUILDING, POUND
WALL, ETC. /j�/j//1_ 4118" RADPROPOSEDCONCRETE PROP. C&G'• R• �' V= P'• `R• P `
SIDEWALK CONC. PAVEMENT
DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK
12" 12" 12"
RESER ED RESER C' RESER ED
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1. CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT, CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
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PLANS OR AS DIRECTED BY THE ENGINEER.
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2. LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS. WHEN FIELD ADJUSTMENTS REQUIRE
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MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER.
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3• COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL
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WITHIN THE PEDESTRIAN CROSSWALK LINES.
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5. REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT
0
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#3 REBAR CONT. W/12"
OVERLAP
6. TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK.
7. CONSTRUCT CURB RAMPS A MINIMUM OF 4' WIDE.
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9. ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM.
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MEDIAN ISLANDS A MINIMUM OF 5'x5' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION.
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15. CURB RAMPS WITH RETURNED CURBS MAY 8E USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. THE ADJACENT SURFACE
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IS PLANTING OR OTHER NON -WALKING SURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED.
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16. PLACE A It" EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 84B.01
17. 'PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING SIGNALS AS SHOWN IN THE PLANS OR AS SHOWN IN THE MUTCO.
18. CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CROSSWALKS OR LIMITED R/W SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS.
CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN.
HEET 5 OF 5
SHEET 5 DF 5
848.08
848,08
V V V VAN ACCESSIBLE
PARKING PARKING PARKING o SIGN (AS REQUIRED o
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$ 250
STANDARD COLORS (ALL SIGNS) if SIGN 117-8E
BACKGROUND - WHITE
LETTERING/BORDER - GREEN FIGURE - WHITE ON BLUE FIELD
ARROW - GREEN CORNER RADIUS - 1 1/2" (TYP.)
° SCH.40PIPE I HANDICAPPED SIGN DETAILS
3 o M (1 Y100 O.Dx .145w)
NOT TO SCALE
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o NOT TO SCALE LG. (4) PLC's TYP.
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NOTES:
° 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.
2. DO NOT SCALE DRAWINGS.
E 3. CONTACT MANUFACTURER FOR CUSTOM COLORS.
Q 4. SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL.
n °
INVERTED "U" RACKS
V
21.5" I.D. STEEL PIPE, EMBEDDED MOUNT
0
T NOTE:
o AT LEAST 30" CLEARANCE SHALL BE PROVIDED FROM THE CENTERLINE OF EACH ADJACENT
BICYCLE. A MINIMUM 4' SPACE SHALL BE PROVIDED TO THE FRONT OR REAR OF A STANDARD 6'
BICYCLE.
BIKE RACK DETAIL
NOT TO SCALE
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1 REVISED PER COUNTY COMMENTS
o No. REVISIONS
7
0.5"-
4.5"ir
3/4" DIA. STEEL RODS (#4 REBAR)
10" MINIMUM LENGTH
MIN. 3' FROM
SIDEWALK
9.I
2 - #3 BARS
/ r 4"
0x4aIs] I_Q_�
PAVEMENT
M
NOTE:
1. ANCHOR RODS TO BE SLEEVED OR GREASED THRU CONCRETE
CURBS TO PERMIT RELOCATION OF CURBS.
2. SEE SITE PLAN FOR CURB STOP LOCATIONS. TYPICALLY PLACED
2.5' OFF OF BACK OF CURB
WHEEL STOP DETAIL
2'-0"
1/2"R 6.. 1 /2"R -
1"
1-1/2"R
6"7
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OA SPILLING CURB AND GUTTER OB CATCHING CURB AND GUTTER
CONCRETE FOR CURBING SHALL HAVE CONSTRUCTION STAKING FOR CURBING AT CONTRACTOR'S OPTION THE GUTTER
A MINIMUM COMPRESSIVE STRENGTH INSTALLATION SHALL BE REFERENCED THICKNESS MAY BE INCREASED AT THE EDGE OF
OF 3000 P.S.I. AT 28 DAYS. (CUT OR FILL) TO THE FACE OF CURB PAVEMENT TO MAKE BOTTOM OF GUTTER
PARALLEL WITH PAVING OF BASE COURSE.
CONTRACTION JOINTS AT 10'-0" O.C. TOOLED 1/4" (±1/16",-0) WIDE, 1" OR MAX. D/4
DEEP WHICHEVER IS GREATER. EXPANSION JOINTS AT 40' MAX. AND ALL P.C.'s, UNLESS
APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN.
TYPICAL CURB AND GUTTER 24"
NOT TO SCALE
2" S 9.5A ASPHALT SURFACE COURSE
(COMPACTED TO 92% DENSITY PER SPECS.)
6" ABC
(COMPACTED TO 98% MODIFIED PROCTOR)
PAVEMENT SECTIONS BASED ON
CONCRETE - - - - - "GEOTECHNICAL EXPLORATION
REPORT" PREPARED BY
COMPACTED SUBGRADE* GEOTECHNOLOGIES, INC. ON
SEPTEMBER 7, 2016
ASPHALT PAVEMENT SECTION
BITUMINOUS SURFACE
* SCARIFY AND RECOMPACT TOP 12 INCHES OF SUBGRADE TO 98% STANDARD PROCTOR.
ASPHALT PAVEMENT SECTIONS*
NOT TO SCALE
NPACTED BASE COURSE
1/2" EXPANSION sio
JOINT (TYP) E�q[K cRgss
STR/P
6"W X 12"D
CONCRETE CURB V'Typ 44'1p/NG y y y
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R-1 2
5' MAX. 3
12" D. (TYP)
oho 0 0°0°0 °
CROSS SLOPE NOT TO
EXCEED 2% ON ANY
PORTION OF RAMP OR
R=1' (typ) TRANSITION TO STREET
gIT9 DETECTABLE 1/2" EXPANSION
WARNING JOINT (TYP)
SURFACE (TYP)
TYPE N-1 (CURB TYPE)
1O 8.33% (12:1) MAX RAMP SLOPE
O CROSS SLOPE: 2.00%
D3 CURB RAMPS REQUIRE A (4'-0") MINIMUM LANDING
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL
SLOPE OF 2.00% WHERE PEDESTRIANS PERFORM
TURNING MANEUVERS. SLOPE TO DRAIN TO CURB.
NOT TO SCALE
Kim e )))Horn■
NC LICENCE #: F-0102
© 2019 KIMLEY-HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
04/23/19 DS PHONE: [phone]
DATE BY WWW.KIMLEY-HORN.COM
KHA PROJECT
015057000
DATE
06/30/2017
SCALE AS SHOWN
DESIGNED BY DS
DRAWN BY DS
CHECKED BY WJB CLAYTON
2 COATS WHITE
TRAFFIC PAINT
(TYP.)
- CLAY LIMITS FOR CURB RAMP
CONCRETE DEPTH
RAMP/FLARE 6"
LANDING 4"
ADA RAMP
REVISIONS DATE: 9/1113 NOT TO SCALE
1-13-2014
CURB RAMPS
(NEW DEVELOPMENT)
T-20.01.2
Q CURB RAMP AND EXISTING SIDEWALK WITH GRASS STRIP zo
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THIS PORTION OF RAMP _ "�O Y _ i�r~r, LLI
MUST FALL WITHIN
tfldttNATK' LIMITS, - - - - -
(SEE NUPE 101
SEE NOTE 1
1
EE NOTE�y
_ NOTES: 2,-9 $ 14
1. P --ACF- DETECTABLE WARNING DOMES TO COVER 2'-0" LENGSH AND
FULL WIDTH OF THE RAMP FLOOR AS SHOWN ON THE DETAILS.
2. OBTAIN VISIBLE CONTRAST WITH ADJOINING SURFACE,
EITHER LIGHT -ON -DARK, OR DARK-ON-LIDH7 SEOULNCE PLAN VIEW
SHEET 1DF 5. DETECTABLE WARNING DOMES COVERING INE ENTIRE RAMP. DUAL RAMPS SHEET 1 Of 5
848 OY ANY RROIr �� ��
q4O" MIN. FLOOR WIDTH)
#3 REBAR CONT. 12" OVERLAP
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5
2"
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HANDICAPPED
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#3 REBAR CONT. W/12"
OVERLAP
COMPACTED EARTH
6" COMPACTED ABC STONE
8"
FLUSH CONCRETE - TO - ASPHALT PAVEMENT TRANSITION DETAIL
NOT TO SCALE
CONC. WHEEL STOP,
SEE DETAIL THIS SHEET (TYP.)
I I I I I nP
9'-0" 12'-6"
NOTE: SEE SITE PLAN SHEET C-3.0
FOR PARKING DIMENSIONS & LAYOUT
DIMENSIONS SHOWN ARE MINIMUMS
HANDICAPPED PAVEMENT STRIPING DETAIL
NOT TO SCALE
IGLESIA DE DIGS PRIMEROS
FRUTOS
PREPARED FOR
PROUTEY CONSTRUCTION
NORTH CAROLINA
CARD
SO ,�y';
.`SAL
/1101111100
4/23/2019
5-0" I 12'-6"
/,y�,ryS/ONSJ
SITE DETAILS
3/8" WD x 1" DEEP
SAWCUT CONTROL JOINT
\-APPLY 1/2" THICK PREFORMED
EXPANSION JOINT FILTER
3000 psi CONCRETE
v
I I I-111-1 11-1 11-1 11-1 11-1 11-1 SUBGRA ED
r VARIES (SEE SITE PLAN)
SIDEWALK SECTION
CONCRETE SIDEWALK DETAIL
SCALE:
NTS
REVISION DATE:
05/10/2016
SHEET NUMBER
C-6.0
O
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4" (TYP.)
tk
HANDICAPPED
PARKING SPACE
aVAN
TYP. HANDICAPPED
PARKING SPACE
I I I I I nP
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NOTE: SEE SITE PLAN SHEET C-3.0
FOR PARKING DIMENSIONS & LAYOUT
DIMENSIONS SHOWN ARE MINIMUMS
HANDICAPPED PAVEMENT STRIPING DETAIL
NOT TO SCALE
IGLESIA DE DIGS PRIMEROS
FRUTOS
PREPARED FOR
PROUTEY CONSTRUCTION
NORTH CAROLINA
CARD
SO ,�y';
.`SAL
/1101111100
4/23/2019
5-0" I 12'-6"
/,y�,ryS/ONSJ
SITE DETAILS
3/8" WD x 1" DEEP
SAWCUT CONTROL JOINT
\-APPLY 1/2" THICK PREFORMED
EXPANSION JOINT FILTER
3000 psi CONCRETE
v
I I I-111-1 11-1 11-1 11-1 11-1 11-1 SUBGRA ED
r VARIES (SEE SITE PLAN)
SIDEWALK SECTION
CONCRETE SIDEWALK DETAIL
SCALE:
NTS
REVISION DATE:
05/10/2016
SHEET NUMBER
C-6.0

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0 No.
DRIVE STEL POSTS 18" INTO THE
GROUND 8 O.C. AND EXCAVATE A 4" X 8"
TRENCH UPHILL ALONG THE LINE OF
POSTS.
STEP 1
ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND THE BOTTOM OF THE
FABRIC 8" VERTICALLY AND 4" HORIZONTALLY
INTO THE TRENCH.
STEP 3
1 SILT FENCE
NOT TO SCALE
BAFFLE SHOULD BE 6'
S IN 7HE FENCE \ \ THE TOP OF THE BERM
CUT 6' SLIT
FABRIC N7lli A KIIFE ALONG I EARTH
THE BOTTOM VARE IN EVERY
OTHER SQUARE OF THE HOG
WARE VERTICALLY AND
HORIZONTALLY
BAFFLE INSTALLATION - STEP 2
STEP 4
STEEL POST DRIVEN
18" INTO GROUND
GENERAL NOTES:
ATTACH WIRE FENCE TO POSTS AND
1. WIRE SHALL BE A MINIMUM OF 32 INCHES IN WIDTH
EXTEND THE BOTTOM i"OF THE FENCE
AND SHALL HAVE A MINIMUM OF 6 WIRES WITH 12"
INTO THE EXCAVATED TRENCH.
STAY SPACING.
TOP &BOTTOM STRAND
2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH
MIN. 10 GA. WIRE
AND SHALL BE FASTENED ADEQUATELY TO THE WIRE
JUL 1 - AUG 15 TALL FESCUE AND
WITH #9 WIRE STAPLES 1-112" LONG. FABRIC THAT
DETERIIORATES TO SUCH EXTENT THAT IT'S
STAY WIRES
EFFECTIVENESS IS REDUCED SHALL BE REPLACED
2 GA
MIN. 12-1/2
BY CONTRACTOR AT CONTRACTOR'S EXPENSE.
LINE WIRES
3. STEEL POSTS SHALL BE A MIN. OF 5' HEIGHT AND
,--mIN. 12-1/2 GA.
SHALL BE THE SELF FASTENER ANGLE STEEL TYPE.
(MAR 1 - APR 15) AND ADD TALL FESCUE
4. TEMPORARY MEASURE SHALL BE REMOVED BY THE
I!
PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND
CONTRACTOR ONCE STABILIZATION OR SUFFICIENT
UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE,
MACHINERY MANEUVERS TO REDUCE SOIL COMPACTION IN
GROUND COVER IS ACHIEVED AS DIRECTED BY THE
1
120 LBS/ACRE
ENGINEER.
INTERMEDIATE
***OR SORGHUM -SUDAN HYBRIDS
5. AT NO LOCATION SHOULD THE EXPOSED SECTION
SEP 1 - MAR 1 SERICEA LESPEDEZA (UNHULLED-
li--�-- J--
Iro I -r.
OF SILT FENCE EXCEED A HEIGHT OF 18".
120 LBS/ACRE
/\i
MAINTENANCE NOTES:
BURIED IN T
FOR ADDITIONAL
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND
\\ \
AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
STEP 2
IMMEDIATELY.
HERE WILL BE ZERO TOLERANCE FOR STORING OR PARKING
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE,
BACKFILL THE TRENCH AND COMPACT THE SOIL
TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT
FIRMLY TO ANCHOR THE BOTTOM OF THE SILT
*NOTE: THIS SEEDING SCHEDULE IS FOR EROSION AND SEDIMENT CONTROL
FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
PROMPTLY.
SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
AREAS AND SLOPES GREATER
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
OF GRADING. CONTRACTOR
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
CLASS #1 RIP RAP
UNDERMINING THE FENCE DURING CLEANOUT.
A
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
COMPLETION OF CONSTRUCTION.
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE
5.
IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER
CONSTRUCTION.
IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
FRONT VIEW
PROPERLY STABILIZED.
COMPACTED
'7WREATTACHED
STEEL POSTS 8' O.C.
\
OUTLET ZONE
TS
WIRE FENCE "HOG WIRE"
POLY BARRICADE FABRIC TYP.
15% OF SURFACE ARE
in
FILTER FABRIC
Q
HORIZONTAL METAL POST
#9 WIRE STAPLES 1-1/2" LONG
LEGIBLE AND SPACED AS SHOWN.
NOTES:
WRED SECURELY TO VERTICAL
\\\ \
r
BOTTOM OF WIRE FENCE AND FILTER
A
=
�
1. DRIVE 5' STEEL POST AT LEAST 24"
FABRIC BURIED 8" VERTICALLY AND 4"
bi
INTO SOLID GROUND.
HORIZONTALLY IN EXCAVATED TRENCH
PERSPECTIVE VIEW
2. USE STAPLES 1' APART HORIZONTALLY
rW
BAFFLE SHOULD BE 6'
S IN 7HE FENCE \ \ THE TOP OF THE BERM
CUT 6' SLIT
FABRIC N7lli A KIIFE ALONG I EARTH
THE BOTTOM VARE IN EVERY
OTHER SQUARE OF THE HOG
WARE VERTICALLY AND
HORIZONTALLY
BAFFLE INSTALLATION - STEP 2
STEP 4
STEEL POST DRIVEN
18" INTO GROUND
ALUMINUM STRAPS VENT
SUSPENDING INLET
NOTES:
1. SKIMMER TO BE 4" FAIRCLOTH
SKIMMER WITH INLET SIZED TO
DEWATER BASIN IN 1-3 DAYS.
COUPLING TO PVC OUTLET PIPE TO BE
SUPPLIED BY CONTRACTOR
EEN ACCESSIBLE THROUGH DOOR
PVC FLOAT
HEAD ON CENTER OF
INLET AND ORIFICE
INLET EXTENSION
SCHEDULE 40 SOLID PVC BARREL
TO BE SUPPLIED BY CONTRACTOR
HOSE, SS CLAMPS
THREADED MALE NIPPLE AND OUTLET END
SKIMMER DETAIL
NOT TO SCALE
SF
cn
AAIKI
NOTES:
o0
1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1 %.
2. SILT FENCE MAY BE REQUIRED BEHIND BERM.
MAINTENANCE NOTES:
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE
DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPARIS AS
NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE
RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND AND
APPROPRIATELY STABILIZE IT.
2' MIN.
TEMPORARY
BERM
2' MIN.
BOTTOM WIDTH
-TEMPORARY DIVERSION DITCH
CUT WITH BLADE
TEMPORARY DIVERSION DITCH
NOT TO SCALE
PLASTIC OR
MAINTENANCE NOTES: 1
AUG 15 - NOV 1 TALL FESCUE
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH
WIRE TILES
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
TREE PROTECTION FENCING MUST BE INSTALLED AT A
MINIMUM RADIUS OF HE CRITICAL ROOT ZONE (CRZ) OF
TREES. (CRZ DEFINED AS RADIUS x 1.25' (FT) PER INCH AT
DBH FROM TRUNK OF TREE.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD
MAR 1 - APR 15 TALL FESCUE
THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE,
I r
OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
JUL 1 - AUG 15 TALL FESCUE AND
REMOVE SEDIMENT DEPOSTIS WHEN IT REACHES HALF FULL
IF CONSTRUCTION OCCURS WITHIN HE CRZ AT LEAST 12" OF
TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT
BAFFLE (Tw)
RAIN AND TO REDUCE PRESSURE ON THE BAFFLES, TAKE
AVOID DAMAGING BAFFLES DURING
�\0
SEDIMENTDEEPTH SHOULD NEVEREXCEED HA HALF THE
MAR 1 - JUN 1 SERICEA LESPEDEZA (SCARIFIED)
DESIGNED STORAGE DEPTH.
(MAR 1 - APR 15) AND ADD TALL FESCUE
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
I!
PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND
AREA
UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE,
MACHINERY MANEUVERS TO REDUCE SOIL COMPACTION IN
AND STABILIZE IT.
ALUMINUM STRAPS VENT
SUSPENDING INLET
NOTES:
1. SKIMMER TO BE 4" FAIRCLOTH
SKIMMER WITH INLET SIZED TO
DEWATER BASIN IN 1-3 DAYS.
COUPLING TO PVC OUTLET PIPE TO BE
SUPPLIED BY CONTRACTOR
EEN ACCESSIBLE THROUGH DOOR
PVC FLOAT
HEAD ON CENTER OF
INLET AND ORIFICE
INLET EXTENSION
SCHEDULE 40 SOLID PVC BARREL
TO BE SUPPLIED BY CONTRACTOR
HOSE, SS CLAMPS
THREADED MALE NIPPLE AND OUTLET END
SKIMMER DETAIL
NOT TO SCALE
SF
cn
AAIKI
NOTES:
o0
1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1 %.
2. SILT FENCE MAY BE REQUIRED BEHIND BERM.
MAINTENANCE NOTES:
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE
DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPARIS AS
NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE
RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND AND
APPROPRIATELY STABILIZE IT.
2' MIN.
TEMPORARY
BERM
2' MIN.
BOTTOM WIDTH
-TEMPORARY DIVERSION DITCH
CUT WITH BLADE
TEMPORARY DIVERSION DITCH
NOT TO SCALE
PLASTIC OR
WARNING SIGN
AUG 15 - NOV 1 TALL FESCUE
300 LBS/ACRE
WIRE TILES
1.
TREE PROTECTION FENCING MUST BE INSTALLED AT A
MINIMUM RADIUS OF HE CRITICAL ROOT ZONE (CRZ) OF
TREES. (CRZ DEFINED AS RADIUS x 1.25' (FT) PER INCH AT
DBH FROM TRUNK OF TREE.
INLET ZONE
MAR 1 - APR 15 TALL FESCUE
300 LBS/ACRE
I r
25 LBS/ACRE
JUL 1 - AUG 15 TALL FESCUE AND
2.
IF CONSTRUCTION OCCURS WITHIN HE CRZ AT LEAST 12" OF
MIN. 10 GA
***OR SORGHUM -SUDAN HYBRIDS
35% OF SURFACE
SLOPES (3:1 TO 2:1)
\ RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT
MAR 1 - JUN 1 SERICEA LESPEDEZA (SCARIFIED)
MULCH AND/OR LOGGING MATTS SHALL BE PLACED WHERE
(MAR 1 - APR 15) AND ADD TALL FESCUE
120 LBS/ACRE
I!
10 LBS/ACRE
AREA
25 LBS/ACRE
MACHINERY MANEUVERS TO REDUCE SOIL COMPACTION IN
LINE WIRES
1
120 LBS/ACRE
***BROWNTOP MILLET
INTERMEDIATE
***OR SORGHUM -SUDAN HYBRIDS
FENCE AND
SEP 1 - MAR 1 SERICEA LESPEDEZA (UNHULLED-
li--�-- J--
Iro I -r.
UNSCARIFED) AND TALL FESCUE
120 LBS/ACRE
WIRES
3.
BURIED IN T
FOR ADDITIONAL
INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE
ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER
GRADE
4.
HERE WILL BE ZERO TOLERANCE FOR STORING OR PARKING
FIRST CHAMBER
t
MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE
*NOTE: THIS SEEDING SCHEDULE IS FOR EROSION AND SEDIMENT CONTROL
ONLY. SEE LANDSCAPE
SUPPLIES, OR EQUIPMENT UNDER PROTECTED
SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS
25% OF SURFACE AREA
AREAS AND SLOPES GREATER
\l'`J'TREESLES,
OF GRADING. CONTRACTOR
SHALL PROVIDE GROUND COVER IN 14 DAYS ON ALL OTHER AREAS FOLLOWING COMPLETION OF
CLASS #1 RIP RAP
AREAS SHALL BE
SECOND CHAMBER 6'x6' TRENCH, -
IS SHORTER) FOLLOWING
COMPLETION OF CONSTRUCTION.
ORANGE, UV RESISTANT
5.
IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER
CONSTRUCTION.
25% OF SURFACE AREA BACKFILLED AND
FRONT VIEW
COMPACTED
'7WREATTACHED
WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF
\
OUTLET ZONE
TS
POLY BARRICADE FABRIC TYP.
15% OF SURFACE ARE
O
HORIZONTAL METAL POST
LEGIBLE AND SPACED AS SHOWN.
NOTES:
WRED SECURELY TO VERTICAL
POSTS
1. DRIVE 5' STEEL POST AT LEAST 24"
INTO SOLID GROUND.
BAFFLE INSTALLATION - STEP 1
PERSPECTIVE VIEW
2. USE STAPLES 1' APART HORIZONTALLY
AND VERTICALLY TO ATTACH THE
FABRIC TO THE HOG WIRE.
B A F F E L E D FILTER
BASIN
3 S HEC APTHEPROVED FPLLANACCORDING TO
2
4. THE FLOOR OF THE BASIN IN THE
OUTLET ZONE AND BERMS SHOULD
N 0 T TO SCALE
BE SEEDED IMMEDEATELLY AFTER
THE BASIN IS CONSTRUCTED
ALUMINUM STRAPS VENT
SUSPENDING INLET
NOTES:
1. SKIMMER TO BE 4" FAIRCLOTH
SKIMMER WITH INLET SIZED TO
DEWATER BASIN IN 1-3 DAYS.
COUPLING TO PVC OUTLET PIPE TO BE
SUPPLIED BY CONTRACTOR
EEN ACCESSIBLE THROUGH DOOR
PVC FLOAT
HEAD ON CENTER OF
INLET AND ORIFICE
INLET EXTENSION
SCHEDULE 40 SOLID PVC BARREL
TO BE SUPPLIED BY CONTRACTOR
HOSE, SS CLAMPS
THREADED MALE NIPPLE AND OUTLET END
SKIMMER DETAIL
NOT TO SCALE
SF
cn
AAIKI
NOTES:
o0
1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1 %.
2. SILT FENCE MAY BE REQUIRED BEHIND BERM.
MAINTENANCE NOTES:
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE
DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPARIS AS
NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE
RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND AND
APPROPRIATELY STABILIZE IT.
2' MIN.
TEMPORARY
BERM
2' MIN.
BOTTOM WIDTH
-TEMPORARY DIVERSION DITCH
CUT WITH BLADE
TEMPORARY DIVERSION DITCH
NOT TO SCALE
PLASTIC OR
STEEL POST
WOVEN WIRE FABRIC
WARNING SIGN
ORANGE, UV RESISTANT
HIGH -TENSILE STRENGTH
POLY BARRICADE FABRIC
TYP. )
r(-(
)
�II
�I
SIDE VIEW
TREE PROTECTION AREA
DO NOT ENTER
ZONA DE PROTECCION
PARAARBOLES - NO ENTRE
WARNING SIGN DETAIL
(:D 6
TREE PROTECTION FENCE
NOT TO SCALE
10 MIL PLASTIC
LINING
ANCHORED TO TOP
OF BERM
SILT FENCE AROUND LOW
SIDE OF WASH STATION
SF SF
10'X10'X3' CONCRETE
WASH STATION WITH 10
MIL PLASTIC LINING
1 3 I I 1-1 I
I
SUBGRADE
I I
SECTION A -A
SHOUT FACILITY SHOULD BE CLEANED ONCE 75% FULL.
IOVE HARDENED CONCRETE AND DEBRIS AND RESTORE
PLASTIC LINING AS NECESSARY.
3. MINIMUM OF 50' FROM ALL INLETS & SURFACE WATERS.
CONCRETE WASH STATION DETAIL
NOT TO SCALE
Kimle >>> Horn
■
NC LICENCE #: F-0102
© 2019 KIMLEY-HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
REVISED PER COUNTY COMMENTS 04/23/19 DS PHONE: [phone]
REVISIONS DATE BY WWW.KIMLEY-HORN.COM
7. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE
A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'
ON CENTER THEREAFTER. FOR TREE PROTECTION AREAS
LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE
SIGN PER PROTECTION AREA.
8. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION
OF PROJECT.
9. SHOULD THE FABRIC OF A PROTECTION FENCE COLLAPSE,
ALL WORDING TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT
3" IN HEIGHT PROMPTLY.
PROVIDE WARNING
LANGUAGE IN BOTH
ENGLISH AND SPANISH,
AS SHOWN
NOTES:
1. A STABILIZED ENTRANCE PAD OF 2"-3" WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN.
6• CONSTRUCTION ENTRANCE STONE SHALL BE 2"-3" WASHED STONE.
MAINTENANCE SPECIFICATIONS:
MAINTAIN HE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT
FROM LEAVING HE CONSTRUCTION SITE. HIS MAY REQUIRE PERIODIC
TOPDRESSING WITH 2 -INCH STONE. AFTER EACH RAINFALL, INSPECT ANY
STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
IMMEDIATELY REMOVE ALL OBJEC11ONABLE MATERIALS SPILLED, WASHED, OR
TRACKED ONTO PUBLIC ROADWAYS.
100' MIN.
PUBLIC STREET
EXISTING GROUND
SOIL STABILIZATION FABRIC
UNDER #5 WASHED STONE
100' MIN.
IV r
w
w
z
0
O U
N J
m
Z)
m
JAM
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
7 E
KHA PROJECT
015057000
DATE
06/30/2017
SCALE AS SHOWN
DESIGNED BY DS
DRAWN BY DS
CHECKED BY WJB CLAYTON
IGLESIA DE DIOS PRIMEROS
FRUTOS
PREPARED FOR
PROUTEY CONSTRUCTION
NORTH CAROLINA
EROSION CONTROL NOTES=
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND
SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.
THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION ALL EROSION CONTROL MEASURES SHOWN WITHIN THESE PLANS IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR) EROSION AND SEDIMENT CONTROL REGULATIONS.
ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) STORM WATER GENERAL PERMIT.
ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE.
A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE
NCDENR EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
APPROVAL OF THIS 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. CONTACT PROJECT ENGINEER AND PROJECT EROSION CONTROL INSPECTOR TO ENSURE ADDITIONAL EROSION CONTROL MEASURES ARE INSTALLED PRIOR TO OFF-SITE GRADING.
PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE AREAS, STAGING OR STORAGE AREAS),
THE CONTRACTOR SHALL PREPARE AND SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO NCDENR REGIONAL OFFICE FOR APPROVAL. CONTRACTOR SHALL PAY ALL
FEES REQUIRED AND SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT.
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE
CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS.
STABILIZATION IS THE BEST FORM OF EROSION CONTROL. ALL DISTURBED AREAS WHICH ARE NOT OTHERWISE STABILIZED SHALL BE TOP SOILED AND SEEDED, TEMPORARILY OR PERMANENTLY IN ACCORDANCE
WITH THE NORTH CAROLINA SEDIMENT CONTROL REGULATIONS. PERMANENT SEEDING AND GRASS ESTABLISHMENT IS REQUIRED PRIOR TO PROJECT COMPLETION AND ACCEPTANCE.
CONTRACTOR TO ENSURE THAT SEDIMENT LADEN RUNOFF DOES NOT LEAVE SITE LIMITS OR ENTER PROTECTED AREAS. ANY SEDIMENT DEPOSITED BEYOND DISTURBED AREA WITHIN SITE LIMITS SHALL BE
REMOVED.
ROLLED EROSION CONTROL PRODUCTS (RECP'S) SHOULD BE USED TO AID PERMANENT VEGETATED STABILIZATION OF SLOPES 2:1 OR GREATER AND WITH MORE THAN 10' OF VERTICAL RELIEF. RECP'S SHOULD
ALSO BE USED WHEN MULCH CANNOT BE ADEQUATELY TACKED AND WHERE IMMEDIATE GROUND COVER IS REQUIRED TO PREVENT EROSION DAMAGE. REFERENCE PHASE 2 EROSION CONTROL PLANS FOR
PROPOSED RECP AREAS.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 21 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. TRAPPED
SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE
ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL
TO THAT OF THE ORIGINAL APPLICATION.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA. TWO TO THREE
INCH STONE SHALL BE USED FOR THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE.
ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN ACCEPTABLE METHOD OF
CLEANING.
DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND
PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND
SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.
ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET.
THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF
THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE ENGINEER.
NCDENR'S FINAL APPROVAL IS REQUIRED.
STABILIZATION MEASURES SHALL BE APPLIED TO STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING UPON FIELD CONDITIONS.
LIMITS OF GRADING SHOWN ON HE PLAN ARE MAXIMUM LIMITS FOR EROSION CONTROL PURPOSES ONLY. SURVEYOR TO DETERMINE ACTUAL LIMIT.
ANY GRADING BEYOND HE DENUDED LIMITS SHOWN ON HE PLAN IS A VIOLATION OF HE NCDENR EROSION CONTROL ORDINANCE, AND IS SUBJECT TO A FINE.
GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF HE NCDENR EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
SEEDING SCHEDULE
DATE TYPE PLANTING RATE
SEEDBED PREPARATION
SHOULDERS, SIDE DITCHES. SLOPES (MAX 3:1)
WARNING SIGN
AUG 15 - NOV 1 TALL FESCUE
300 LBS/ACRE
WIRE TILES
1.
TREE PROTECTION FENCING MUST BE INSTALLED AT A
MINIMUM RADIUS OF HE CRITICAL ROOT ZONE (CRZ) OF
TREES. (CRZ DEFINED AS RADIUS x 1.25' (FT) PER INCH AT
DBH FROM TRUNK OF TREE.
25 LBS/ACRE
MAR 1 - APR 15 TALL FESCUE
300 LBS/ACRE
I r
25 LBS/ACRE
JUL 1 - AUG 15 TALL FESCUE AND
2.
IF CONSTRUCTION OCCURS WITHIN HE CRZ AT LEAST 12" OF
MIN. 10 GA
***OR SORGHUM -SUDAN HYBRIDS
y+;
SLOPES (3:1 TO 2:1)
\ RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT
MAR 1 - JUN 1 SERICEA LESPEDEZA (SCARIFIED)
MULCH AND/OR LOGGING MATTS SHALL BE PLACED WHERE
(MAR 1 - APR 15) AND ADD TALL FESCUE
120 LBS/ACRE
I!
10 LBS/ACRE
MIN. 12-1 /2 GA.
25 LBS/ACRE
MACHINERY MANEUVERS TO REDUCE SOIL COMPACTION IN
LINE WIRES
1
120 LBS/ACRE
***BROWNTOP MILLET
INTERMEDIATE
***OR SORGHUM -SUDAN HYBRIDS
THIS ZONE.
SEP 1 - MAR 1 SERICEA LESPEDEZA (UNHULLED-
li--�-- J--
Iro I -r.
UNSCARIFED) AND TALL FESCUE
120 LBS/ACRE
WIRES
3.
HE TREE PROTECTION FENCING MUST NOT BE VIOLATED FOR
THE ENTIRE DURATION OF THE PROJECT.
FOR ADDITIONAL
INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE
ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER
GRADE
4.
HERE WILL BE ZERO TOLERANCE FOR STORING OR PARKING
"``"`
t
MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE
*NOTE: THIS SEEDING SCHEDULE IS FOR EROSION AND SEDIMENT CONTROL
ONLY. SEE LANDSCAPE
SUPPLIES, OR EQUIPMENT UNDER PROTECTED
SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS
``�`\`\`\`\`�\` `\
AREAS AND SLOPES GREATER
\l'`J'TREESLES,
OF GRADING. CONTRACTOR
SHALL PROVIDE GROUND COVER IN 14 DAYS ON ALL OTHER AREAS FOLLOWING COMPLETION OF
ANY PHASE OF GRADING. PERMANENT GROUND COVER FOR ALL DISTURBED
AREAS SHALL BE
PROVIDED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER
IS SHORTER) FOLLOWING
COMPLETION OF CONSTRUCTION.
ORANGE, UV RESISTANT
5.
IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER
CONSTRUCTION.
ANNUAL RYE GRASS AS NURSE CROP UNTIL PERMANENT ESTABLISHMENT
FRONT VIEW
HIGH -TENSILE STRENGTH
6.
WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF
\
POLY BARRICADE FABRIC TYP.
MATERIAL. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY
( )
LEGIBLE AND SPACED AS SHOWN.
STEEL POST
WOVEN WIRE FABRIC
WARNING SIGN
ORANGE, UV RESISTANT
HIGH -TENSILE STRENGTH
POLY BARRICADE FABRIC
TYP. )
r(-(
)
�II
�I
SIDE VIEW
TREE PROTECTION AREA
DO NOT ENTER
ZONA DE PROTECCION
PARAARBOLES - NO ENTRE
WARNING SIGN DETAIL
(:D 6
TREE PROTECTION FENCE
NOT TO SCALE
10 MIL PLASTIC
LINING
ANCHORED TO TOP
OF BERM
SILT FENCE AROUND LOW
SIDE OF WASH STATION
SF SF
10'X10'X3' CONCRETE
WASH STATION WITH 10
MIL PLASTIC LINING
1 3 I I 1-1 I
I
SUBGRADE
I I
SECTION A -A
SHOUT FACILITY SHOULD BE CLEANED ONCE 75% FULL.
IOVE HARDENED CONCRETE AND DEBRIS AND RESTORE
PLASTIC LINING AS NECESSARY.
3. MINIMUM OF 50' FROM ALL INLETS & SURFACE WATERS.
CONCRETE WASH STATION DETAIL
NOT TO SCALE
Kimle >>> Horn
■
NC LICENCE #: F-0102
© 2019 KIMLEY-HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
REVISED PER COUNTY COMMENTS 04/23/19 DS PHONE: [phone]
REVISIONS DATE BY WWW.KIMLEY-HORN.COM
7. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE
A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'
ON CENTER THEREAFTER. FOR TREE PROTECTION AREAS
LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE
SIGN PER PROTECTION AREA.
8. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION
OF PROJECT.
9. SHOULD THE FABRIC OF A PROTECTION FENCE COLLAPSE,
ALL WORDING TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT
3" IN HEIGHT PROMPTLY.
PROVIDE WARNING
LANGUAGE IN BOTH
ENGLISH AND SPANISH,
AS SHOWN
NOTES:
1. A STABILIZED ENTRANCE PAD OF 2"-3" WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN.
6• CONSTRUCTION ENTRANCE STONE SHALL BE 2"-3" WASHED STONE.
MAINTENANCE SPECIFICATIONS:
MAINTAIN HE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT
FROM LEAVING HE CONSTRUCTION SITE. HIS MAY REQUIRE PERIODIC
TOPDRESSING WITH 2 -INCH STONE. AFTER EACH RAINFALL, INSPECT ANY
STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
IMMEDIATELY REMOVE ALL OBJEC11ONABLE MATERIALS SPILLED, WASHED, OR
TRACKED ONTO PUBLIC ROADWAYS.
100' MIN.
PUBLIC STREET
EXISTING GROUND
SOIL STABILIZATION FABRIC
UNDER #5 WASHED STONE
100' MIN.
IV r
w
w
z
0
O U
N J
m
Z)
m
JAM
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
7 E
KHA PROJECT
015057000
DATE
06/30/2017
SCALE AS SHOWN
DESIGNED BY DS
DRAWN BY DS
CHECKED BY WJB CLAYTON
IGLESIA DE DIOS PRIMEROS
FRUTOS
PREPARED FOR
PROUTEY CONSTRUCTION
NORTH CAROLINA
EROSION CONTROL NOTES=
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND
SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.
THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION ALL EROSION CONTROL MEASURES SHOWN WITHIN THESE PLANS IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR) EROSION AND SEDIMENT CONTROL REGULATIONS.
ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) STORM WATER GENERAL PERMIT.
ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE.
A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE
NCDENR EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
APPROVAL OF THIS 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. CONTACT PROJECT ENGINEER AND PROJECT EROSION CONTROL INSPECTOR TO ENSURE ADDITIONAL EROSION CONTROL MEASURES ARE INSTALLED PRIOR TO OFF-SITE GRADING.
PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE AREAS, STAGING OR STORAGE AREAS),
THE CONTRACTOR SHALL PREPARE AND SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO NCDENR REGIONAL OFFICE FOR APPROVAL. CONTRACTOR SHALL PAY ALL
FEES REQUIRED AND SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT.
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE
CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS.
STABILIZATION IS THE BEST FORM OF EROSION CONTROL. ALL DISTURBED AREAS WHICH ARE NOT OTHERWISE STABILIZED SHALL BE TOP SOILED AND SEEDED, TEMPORARILY OR PERMANENTLY IN ACCORDANCE
WITH THE NORTH CAROLINA SEDIMENT CONTROL REGULATIONS. PERMANENT SEEDING AND GRASS ESTABLISHMENT IS REQUIRED PRIOR TO PROJECT COMPLETION AND ACCEPTANCE.
CONTRACTOR TO ENSURE THAT SEDIMENT LADEN RUNOFF DOES NOT LEAVE SITE LIMITS OR ENTER PROTECTED AREAS. ANY SEDIMENT DEPOSITED BEYOND DISTURBED AREA WITHIN SITE LIMITS SHALL BE
REMOVED.
ROLLED EROSION CONTROL PRODUCTS (RECP'S) SHOULD BE USED TO AID PERMANENT VEGETATED STABILIZATION OF SLOPES 2:1 OR GREATER AND WITH MORE THAN 10' OF VERTICAL RELIEF. RECP'S SHOULD
ALSO BE USED WHEN MULCH CANNOT BE ADEQUATELY TACKED AND WHERE IMMEDIATE GROUND COVER IS REQUIRED TO PREVENT EROSION DAMAGE. REFERENCE PHASE 2 EROSION CONTROL PLANS FOR
PROPOSED RECP AREAS.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 21 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. TRAPPED
SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE
ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL
TO THAT OF THE ORIGINAL APPLICATION.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA. TWO TO THREE
INCH STONE SHALL BE USED FOR THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE.
ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN ACCEPTABLE METHOD OF
CLEANING.
DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND
PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND
SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.
ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET.
THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF
THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE ENGINEER.
NCDENR'S FINAL APPROVAL IS REQUIRED.
STABILIZATION MEASURES SHALL BE APPLIED TO STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING UPON FIELD CONDITIONS.
LIMITS OF GRADING SHOWN ON HE PLAN ARE MAXIMUM LIMITS FOR EROSION CONTROL PURPOSES ONLY. SURVEYOR TO DETERMINE ACTUAL LIMIT.
ANY GRADING BEYOND HE DENUDED LIMITS SHOWN ON HE PLAN IS A VIOLATION OF HE NCDENR EROSION CONTROL ORDINANCE, AND IS SUBJECT TO A FINE.
GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF HE NCDENR EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
SEEDING SCHEDULE
DATE TYPE PLANTING RATE
SEEDBED PREPARATION
SHOULDERS, SIDE DITCHES. SLOPES (MAX 3:1)
8 ROCK CHECK DAM
AUG 15 - NOV 1 TALL FESCUE
300 LBS/ACRE
NOV 1 - MAR 1 TALL FESCUE
300 LBS/ACRE
& ABRUZZI RYE
25 LBS/ACRE
MAR 1 - APR 15 TALL FESCUE
300 LBS/ACRE
APR 15 - JUN 30 HULLED COMMON BERMUDAGRASS
25 LBS/ACRE
JUL 1 - AUG 15 TALL FESCUE AND
120 LBS/ACRE
***BROWNTOP MILLET
35 LBS/ACRE
***OR SORGHUM -SUDAN HYBRIDS
30 LBS/ACRE
SLOPES (3:1 TO 2:1)
\ RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT
MAR 1 - JUN 1 SERICEA LESPEDEZA (SCARIFIED)
50 LBS/ACRE
(MAR 1 - APR 15) AND ADD TALL FESCUE
120 LBS/ACRE
(MAR 1 - JUN 30) OR ADD WEEPING LOVEGRASS
10 LBS/ACRE
(MAR 1 - JUN 30) OR ADD HULLED COMMON
25 LBS/ACRE
BERMUDAGRASS
CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE
JUN 1 - SEP 1 ***TALL FESCUE AND
120 LBS/ACRE
***BROWNTOP MILLET
35 LBS/ACRE
***OR SORGHUM -SUDAN HYBRIDS
30 LBS/ACRE
SEP 1 - MAR 1 SERICEA LESPEDEZA (UNHULLED-
70 LBS/ACRE
UNSCARIFED) AND TALL FESCUE
120 LBS/ACRE
(NOV 1 - MAR 1) ADD ABRUZZI RYE
25 LBS/ACRE
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE
FOR ADDITIONAL
INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE
ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER
SEEDING RATE COMBINATIONS ARE POSSIBLE.
7
***TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER
12" IN HEIGHT BEFORE
MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE
*NOTE: THIS SEEDING SCHEDULE IS FOR EROSION AND SEDIMENT CONTROL
ONLY. SEE LANDSCAPE
PLAN FOR FINAL SEEDING.
SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS
THE CONTRACTOR SHALL PROVIDE GROUND COVER ON DESIGNATED
AREAS AND SLOPES GREATER
THAN 3:1 WITHIN 7 DAYS FOLLOWING COMPLETION OF ANY PHASE
OF GRADING. CONTRACTOR
SHALL PROVIDE GROUND COVER IN 14 DAYS ON ALL OTHER AREAS FOLLOWING COMPLETION OF
ANY PHASE OF GRADING. PERMANENT GROUND COVER FOR ALL DISTURBED
AREAS SHALL BE
PROVIDED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER
IS SHORTER) FOLLOWING
COMPLETION OF CONSTRUCTION.
NURSE CROP: WHEN SEEDING BERMUDA GRASS SEED CONTRACTOR
SHALL ADD 25 LB/AC OF
ANNUAL RYE GRASS AS NURSE CROP UNTIL PERMANENT ESTABLISHMENT
OF BERMUDA GRASS
FLOW
u WASHED STONE
A
B SPILLWAY
CREST
PLAN
RIP RAP
CARS
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A6 -
/0011111I\0
4/23/2019
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SECTION B -B
W (SPILLWAY)
MIN 2/3 STREAM WIDTH
1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP
OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3.) REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
UNIFORMLY AND MIX WITH SOIL (SEE BELOW*).
5.) CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM
REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED
LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND
SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL
LIME, FERTILIZER AND SEEDING RATES.
9.) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT
AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
* APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/
ACRE IN CLAY SOILS) FERTILIZER - 1,000 lbs. / ACRE
-10-10-10 SUPERPHOSPHATE- 500 Ibs> / ACRE -20%
ANALYSIS MULCH -2 TONS / ACRE - SMALL GRAIN STRAW
ANCHOR - ASPHALT EMULSION ® 300 GALS./ ACRE
EROSION CONTROL DETAILS
SHEET NUMBER
C-7.0
8 ROCK CHECK DAM
NOT TO SCALE
- 1' MIN. BELOW LOWEST
BANK LEVEL (MIN)
RIPRAP MAINTENANCE NOTES:
FILTER FABRIC INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY
AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER)
S E C T O N A
\ RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT
SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD
# 5 WASHED
CLOG THE CHANNEL WHEN NEEDED.
STONE
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,
FLOW
ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING
A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE
CHANNEL.
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS
7
NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION,
ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE
CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING
SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS
NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
EROSION CONTROL DETAILS
SHEET NUMBER
C-7.0

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Details Provided by APPIAN Consulting Engineers - www.appionengineers.com 11/17/2010 - 5:13:53 PM
EXTENDED BASE
CURB TRANSITION
BACK OF HOOD
ALIGN WITH BACK
OF CURB
SEE NOTES BELOW
& DETAIL 634.02
VARIES
MAXIMUM 8'-0"
WITHOUT ENGINEER'S
APPROVAL
SEE
DETAIL 639.01
DRAINAGE STRUCTURES
FOR
PIPE CONNECTION
NOTES
AND
FORMED INVERT PRECAST CONCRETE
C06.01 & 633.03. TOP TO
CONSTRUCTION CONCRETE BRICK BOX %
1 of 1
NOTES BOX SHOWN SHOWN
3"
NOTE 7
1.
Use either concrete building brick - ASTM C55, grade N,
M.A. INDUSTRIES. SEE DETAIL �' ��o¢ " J�
C06.04. MUST MEET OSHA
REQUIREMENTS. 1/4" COMPOUND
type 1 or clay brick - ASTM C32, grade MS.
11 Cr_ Q
2.
Mortar to be type M.
D. -00
3.
Concrete pipe to be class III
00 FOR PRECAST BOXES, N ...:.'-.. SEE NOTES
4.
Precast boxes to conform to latest ASTM C-913
z JOINT SEALANT
5.
Precast boxes concrete strength to be a minimum 4,000 PSI at 28
days
6.
See detail 634.02 for miscellaneous notes.
FORMED P.S.I. CONCRETE
7.
Top of precast box to be field adjusted using methods outlined in
specifications.
8.
This detail is a representation of the minimum standards for town
of Clayton
that are greater.
combination curb opening inlet & catch basin. Refer to NCDOT Std.
Details 840.00,
7. Provide 2' diameter opening and additional edge & diagonal reinforcing in
840.01, 840.02, 840.03, 840.45, & 840.46 for additional details and requirements.
•
TOWN of CLAYTON
manhole junction box. Refer to NCDOT Std. Details 840.00, 840.31 , 840.32, 840.34,
840.45, 840.46, 840.51 , 840.52, & 840.53 for additional details and requirements.
•
USE WITH THE TOWN of CLAYTON STANDARD SPECIFICATIONS ONLY
TYPICAL CATCH BASIN AND
' 1qR" •
N tToScale
2633102
DETAIL 9
2634.01
DETAILREVISION
CURB INLET WITH HOOD
REVISION
1 HEofT#;
2010
1 of 1
010TE:
Uetads Provided by AF'F'IAN Uonsultmg Lnglneers - www.cppionengineers.com 11/"I112UIU - 5:15:1 / HM
Drainage Structures Notes:
Unless more stringent requirements are called for on referenced NCDOT standard details,
the following shall apply:
1. Boxes may be reinforced masonry, masonry, precast concrete or cast -in-place reinforced
concrete.
2. Any non-standard box (non-standard meaning not shown in this manual), is to be designed
by a NC Professional Engineer and approved by the Town Engineer.
3. The maximum height of an un -reinforced masonry drainage structure with 8" walls shall be
limited to 8'-0" from invert of the outlet pipe to the top of the casting. Depths greater than
8'-0" shall have walls 12" thick. Basins over 12' in total depth shall be designed by a NC
Professional Engineer and approved by the Town Engineer. Four inch walls are not
allowed on drainage structures. Bottom slab on structures shall be reinforced when box
depth exceeds 8 ft.
4. Steps are to be provided on all basins deeper than 36".
5. Steps are to be PS1-PF as manufactured by M. A. Industries or an approved equal. Locate
on non -pipe walls. Steps shall meet OSHA requirements.
6. Mortar in masonry boxes is to be type M.
7. Clay brick structures are not allowed.
8. Concrete pipe is to be minimum class III.
9. Concrete building brick is to meet ASTM C-55, Grade N, Type 1 and must be NCDOT
standard.
10. All cast -in-place or precast concrete drainage structures located in paved areas accessible
to truck loadings to be designed to meet AASHTO HS 20-44 loading. See manufacturers
details for wall, top and bottom thickness.
11. Inside of boxes shall allow for 6" of clearance on both sides of pipe. The dimension shown
on the structures in this manual are minimum dimensions. For boxes with greater
dimensions, either corbel walls, add a reinforced concrete top slab or lengthen box by
adding additional grates & frames. Top and bottom slabs to be designed by NC
Professional Engineer and approved by the Town Engineer for H2O loading.
12. Maximum horizontal span of an 8" thick wall shall not exceed 8' for boxes of 8 feet or less in
depth and 10 feet for boxes 12 feet or less in depth.
TOWN of CLAYTON
USE WITH THE TOWN of CLAYTON STANDARD SPECIFICATIONS ONLY
DRAINAGE STRUCTURES
SCALE:
Not To Scale
DETAIL #
2634.02
NOTES
REVISION DATE:
SHEET#:
C06.01 & 633.03. TOP TO
July, 2010
1 of 1
Details Provided by APPIAN Consultinq Engineers - www.cppicnengineers.com 11/17/2010 - 5:13:29 PM A
UelUlls rraVlUeU oy Hrriiw4 l.UnSIJILmy Lrlylrleers - WWW.UppIUrlerlylrleers.cUrrl UO/UJ/ZUIV
10 3/4"
12"
00
COPOLYMER
POLYPROPYLENE
1/2" GRADE 60
REINFORCEMENT
00
1 1 /4"
SECTION A -A
NOTES:
1. Step shown is PS1 -PF by M.A. Industries Inc. Peachtree City, GA. alternate may
be used provided they are approved by Town of Clayton.
• TOWN of CLAYTON
USE WITH THE TOWN of CLAYTON STANDARD SPECIFICATIONS ONLY
"R� • POLYPROPYLENE SCALE: DETAIL #
Not To Scale 2 C06.04
PLASTIC STEP REVISION DATE: SHEET#:
July, 2010 1 of 1
■
im e >>>Horn
NC LICENCE #: F-0102
© 2019 KIMLEY-HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
REVISED PER COUNTY COMMENTS 04/23/19 DS PHONE: [phone]
REVISIONS DATE BY WWW.KIMLEY-HORN.COM
KHA PROJECT
015057000
DATE
06/30/2017
SCALE AS SHOWN
DESIGNED BY DS
DRAWN BY DS
CHECKED BY WJB CLAYTON
GRASS SLOPE
PROPERTY LINE
2' FRENCH
DRAIN YARD INLET BEHIND
RETAINING WALL
TOP OF WALL
ELEVATION VARIES.
SEE GRADING PLAN
WRAP GEOTEXTILE 6"
j
DOWN� Ed ANDSTONE TWEEN WALL
I o
MINIMUM RETAINING WALL DESIGNED BY
6 TOP SOIL I OTHERS. CONTRACTOR TO USE
o
DESIGN -BUILD SUBCONTRACTOR
6" PERFORATED PVC _ FOR WALL DESIGN
SOCK DRAIN PIPE -
ATCH INVERT SHOWN ELEVATION VARIES.
ON C-4.0 SEE GRADING PLAN
NATIVE SOIL
- o
CLASS "C" GEOTEXTILE 6" SOLID WALL PVC
FABRIC AROUND o DRAIN PIPE AS
WASHED STONE SHOWN ON C-4.0
0 6" MIN. COVER
#57 WASHED STONE
o - GRASS SLOPE
6" PERFORATED PVC -
SOCK DRAIN PIPE TO - o
)NNECT TO YARD INLET =
AS SHOWN ON C-4.0 _
�ut1A1
• ° d
< • e • d
CONNECT DRAIN
IPE TO
PROPOSED YARD PIN INLETS.
FRENCH DRAIN DETAIL
NOT TO SCALE
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IT
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03 VARIABLE INVERT HEIGHTS
ALL JUNCTION BOXES
SHALL HAVE A MANHOLE
ACCESS. SEE DETAILS
C06.01 & 633.03. TOP TO
READ "STORM" & "DRAINS
TO WATERWAY"
(2) #4'S
NOTE 7
PS1-PF STEPS PROVIDED BY
PRECAST MANUFACTURER OR
M.A. INDUSTRIES. SEE DETAIL �' ��o¢ " J�
C06.04. MUST MEET OSHA
REQUIREMENTS. 1/4" COMPOUND
EXPANSION MATERIAL
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Q z �o�v hl ° 8,
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00 FOR PRECAST BOXES, N ...:.'-.. SEE NOTES
X w JOINTS TO BE SEALED 3"
Q z WITH BUTYL RUBBER
z JOINT SEALANT
w j
Q0
FILL OPENING WITH GROUT
S
PER DETAIL 639.01
POURED 3000
NOTES: NE
FORMED P.S.I. CONCRETE
1. Use either concrete building brick - INVERT DETAIL 639.01 EXTENDED BASE
ASTM C55, grade N, type 1 or clay brick - ASTM C32, grade MS.
2. Mortar to be type M.
3. Concrete pipe to be class III.
4. Reinforcing shown is adequate for a maximum clear span of 4' based on 200
PSF live load plus weight of top (Non traffic). NCPE to design for loads & spans
that are greater.
5. Precast boxes to conform to latest ASTM C-913.
6. All boxes over 3'-6" in depth shall be provided with steps (12" O.C.).
7. Provide 2' diameter opening and additional edge & diagonal reinforcing in
concrete top at Manhole frame access.
8. Top of precast box to be field adjusted using methods outlined in specifications.
9. This detail is a representation of the minimum standards for Town of Clayton
manhole junction box. Refer to NCDOT Std. Details 840.00, 840.31 , 840.32, 840.34,
840.45, 840.46, 840.51 , 840.52, & 840.53 for additional details and requirements.
•
TOWN of CLAYTON
USE WITH THE TOWN of CLAYTON STANDARD SPECIFICATIONS ONLY
' 1qR" •
TYPICAL JUNCTION BOX
SCALE:
N tToScale
DETAIL 9
2634.01
DETAILREVISION
DATE:
SHEET*July,
2010
1 of 1
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10 3/4"
12"
00
COPOLYMER
POLYPROPYLENE
1/2" GRADE 60
REINFORCEMENT
00
1 1 /4"
SECTION A -A
NOTES:
1. Step shown is PS1 -PF by M.A. Industries Inc. Peachtree City, GA. alternate may
be used provided they are approved by Town of Clayton.
• TOWN of CLAYTON
USE WITH THE TOWN of CLAYTON STANDARD SPECIFICATIONS ONLY
"R� • POLYPROPYLENE SCALE: DETAIL #
Not To Scale 2 C06.04
PLASTIC STEP REVISION DATE: SHEET#:
July, 2010 1 of 1
■
im e >>>Horn
NC LICENCE #: F-0102
© 2019 KIMLEY-HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
REVISED PER COUNTY COMMENTS 04/23/19 DS PHONE: [phone]
REVISIONS DATE BY WWW.KIMLEY-HORN.COM
KHA PROJECT
015057000
DATE
06/30/2017
SCALE AS SHOWN
DESIGNED BY DS
DRAWN BY DS
CHECKED BY WJB CLAYTON
GRASS SLOPE
PROPERTY LINE
2' FRENCH
DRAIN YARD INLET BEHIND
RETAINING WALL
TOP OF WALL
ELEVATION VARIES.
SEE GRADING PLAN
WRAP GEOTEXTILE 6"
j
DOWN� Ed ANDSTONE TWEEN WALL
I o
MINIMUM RETAINING WALL DESIGNED BY
6 TOP SOIL I OTHERS. CONTRACTOR TO USE
o
DESIGN -BUILD SUBCONTRACTOR
6" PERFORATED PVC _ FOR WALL DESIGN
SOCK DRAIN PIPE -
ATCH INVERT SHOWN ELEVATION VARIES.
ON C-4.0 SEE GRADING PLAN
NATIVE SOIL
- o
CLASS "C" GEOTEXTILE 6" SOLID WALL PVC
FABRIC AROUND o DRAIN PIPE AS
WASHED STONE SHOWN ON C-4.0
0 6" MIN. COVER
#57 WASHED STONE
o - GRASS SLOPE
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SOCK DRAIN PIPE TO - o
)NNECT TO YARD INLET =
AS SHOWN ON C-4.0 _
�ut1A1
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CONNECT DRAIN
IPE TO
PROPOSED YARD PIN INLETS.
FRENCH DRAIN DETAIL
NOT TO SCALE
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NORTH CAROLINA GUIDE FOR RIP RAP AT PIPE OUTLETS a �
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS t U_
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IGLESIA DE DIGS PRIMEROS
FRUTOS
PREPARED FOR
PROUTEY CONSTRUCTION
NORTH CAROLINA
NYLOPLAST 12" DRAIN BASIN: 2812AG X
1� 2� INTEGRATED DUCTILE IRON
FRAME & GRATE TO
MATCH BASIN O.D.
LOAD RATING
MINIMUM PIPE BURIAL
DRAWING #
PEDESTRIAN
03 VARIABLE INVERT HEIGHTS
DEPTH PER PIPE
7001-110-202
STANDARD
AVAILABLE (ACCORDING TO
MANUFACTURE
RECOMMENDATION
7001-110-203
SOLID COVER
PLANS/TAKE OFF)
1299CGC
7001-110-204
5�ADAPTER
LIGHT DUTY
1299CGPB
7001-110-205
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7001-110-206
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RALEIGH, N.C.W CO1 11
IGLESIA DE DIGS PRIMEROS
FRUTOS
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NORTH CAROLINA
NYLOPLAST 12" DRAIN BASIN: 2812AG X
1� 2� INTEGRATED DUCTILE IRON
FRAME & GRATE TO
MATCH BASIN O.D.
®WATERTIGHT JOINT
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®VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 12" FOR CORRUGATED HDPE
(ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL),
SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
GRATE OPTIONS
LOAD RATING
MINIMUM PIPE BURIAL
DRAWING #
PEDESTRIAN
03 VARIABLE INVERT HEIGHTS
DEPTH PER PIPE
7001-110-202
STANDARD
AVAILABLE (ACCORDING TO
MANUFACTURE
RECOMMENDATION
7001-110-203
SOLID COVER
PLANS/TAKE OFF)
1299CGC
7001-110-204
5�ADAPTER
LIGHT DUTY
1299CGPB
7001-110-205
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(ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL),
SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
GRATE OPTIONS
LOAD RATING
PART #
DRAWING #
PEDESTRIAN
MEETS H-10
1299CGP
7001-110-202
STANDARD
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NORTH CAROLINA
DEPT. OF TRANSPORTATION
DIVISION OF 11-11113MAYS
W CO
RALETGH, N.C.
STONE BEDDING FOR PVC STORM PIPE PER
GEOTECHNICAL RECOMMENDATION
(3)VARIABLE SUMP DEPTH
ACCORDING TO PLANS (6" MIN)
4" MIN
(D- GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05,
WITH THE EXCEPTION OF THE BRONZE GRATE.
(2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
(3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS.
RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS.
SEE DRAWING NO. 7001-110-065
®- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212
FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC
(3) - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 3600. TO DETERMINE MINIMUM
ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.
ENGLISH GTANDAAD DRAWING FOR
REINFORCED CCRCRETE
FLARED END SECTIO[
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STORM DETAILS
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PART
MANUFACTURER MODEL / Cat. No.
SADDLE
FORD / 202B
(BRASS OR BRONZE
MUELLER / BR2B
FOR "CC" THREADS)
SMITH BLAIR / 325-000 SERIES
METER SETTER
(OR APPROVED EQUAL)
CORP. STOP
MUELLER / H-15008 SERIES
(BRASS OR BRONZE
FORD / F -1000G
FOR "CC" THREADS)
A.Y. McDONALD / 4701T
TAPPING
(OR APPROVED EQUAL)
WATER MAIN
24" MIN. 18" MIN.
z
SADDLE TAP
SADDLE TAP
ION STOP (WITH
ION CONNECTION)
COPPER SERVICE
IN.
NOTES:
1. If 2 taps are made on each side of the main there shall be a minimum of
24" horizontal separation. Multiple taps on the same side shall have a minimum
24" horizontal separation and staggered a minimum of 1" vertically to prevent
damage to the main.
TOWN of CLAYTON
USE WITH THE TOWN of CLAYTON STANDARD SPECIFICATIONS ONLY
DETAL
STANDARD WATER TAP DETAIL Not To s ale z 51 3104
(3/4" AND I" TAPS) REVIS2010DATE: SHEET #:
Julyy,,2010 1 1 of I
Details Provided by APPIAN Consulting Engineers - www.appianengineers.com
PART
MANUFACTURER MODEL Cat. No.
METER BOX
SOUTHERN FOUNDRY MBX-1
SEDIMENT a }
EAST JORDAN IRON WORKS / V-8404-1
FENCE X Q
CAPITAL FOUNDRY/MBX-1 OR APPROVED EQUAL
METER SETTER
FORD/VBHC72-12W-44-33-G(5/8"x3/4") NL
POST °w° LL_
0
FORD/VBHC74-15W-44-44-G (1") NL
4
MUELLER / B -2470-2A (12" HEIGHT) NL
METER
INSTALLED BY CLAYTON UPON PAYMENT OF FEES
TAPPING
SEE DETAIL 513.04
w
DETAIL #
STEEL Z
2513.06
SEDIMENT a }
SHEET#:
1
FENCE X Q
1 of 1
CHANNEL 03:
3
POST °w° LL_
0
18 1/8" MIN.
4
PER MANUFACTURE
METER BY I-
5
=
TOWN OF 0a 0
---
CLAYTON m o-
OMITTED
(SEE NOTE 2)
7
INSULATED ENCLOSURE WITH LOCKING ACCESS
AND HEATER (120 V, 1 PHASE 60 HZ)
VERIFY FITTINGS WILL FIT INSIDE BOX BEFORE ORDERING
HOTBOX / HB.75 - HB3E
(OR APPROVED EQUIVALENT)
(NOTE 3)
FINISHED GRADE
STAINLESS STEEL ANCHOR BOLTS PER
BOX MANUFACTURER RECOMMENDED SIZE AND SPACING
METER BOX
9
I I--
INSTALL 36"
O
LONG COPPER i
II TAIL PIECE TO
ii SURFACE
-
(DI'
(4) 4"X8" CONCRETE -
SUPPORT BLOCKS ON
ENDS OF BOX
#57 WASHED STONE
AS REQUIRED
METER YOKE COMPLETE -
WITH COMPRESSION
x COMPRESSION FITTINGS
A 1/1TCG�.
_ID TO BE LABELED
'TOWN OF CLAYTON
"WATER METER"
METER BOX
(4) 4"x8"
CONCRETE BLOCKS
ON ENDS OF BOX
UNDISTURBED
SUBGRADE
1' MIN.
FROM S/W
IN LID
- ROAD RIGHT-OF-WAY -
a
v d A'.
' -III-III-I III -III -1111
-18" MIN. FOR 3/4" SERVICE Z
20" MIN. FOR 1" SERVICE
m
N
FLOW
TYPE "K" SOFT DRAWN
COPPER SERVICE LINE
DOUBLE STRAP BRONZE
SADDLE & CORPORATION STOP
SEE DETAIL 513.04 FOR TAP.-
1.
AP.-
1. Contractor to place meter box in non -traffic area only.
2. Meter must be level across meter connections.
3. Lock setter with highfield security prod. part#93210142 & 93280148 after
waterline testing is completed.
TOWN of CLAYTON
USE WITH THE TOWN of CLAYTON STANDARD SPECIFICATIONS ONLY
SCA3/4" & I" WATER METER Not To Scale z 519 O 1
SERVICE DETAIL &I REVISION ANN.20ATE: SHEET#:
JA, 2015 1 of 2
Details Provided by APPIAIv Consulting Lngineers - www.cppicnengineers.com
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EXISTING METER AND
APPROPRIATE BACKFLOW
PREVENTION ASSEMBLY
DOMESTIC LINE
)_== ___________________
TEE/IRRIGATION IRRIGATION LINE
SPLIT
NEW METER ASSEMBLY wl
(SEE. DETAIL 519.01) - NEW REDUCED PRESSURE
SEE NOTE 2 �� ASSEMBLY (ABOVE GROUND ONLY)
SEE NOTE 1
wl
o_
0
of
0_
NOTES:
1. See detail 519.07 for new reduced pressure assembly.
2. See detail 519.01 for water meter assembly.
• TOWN of CLAYTON
�� USE WITH THE TOWN of CLAYTON STANDARD SPECIFICATIONS ONLY
��" IRRIGATION TAP
TO EXISTING SERVICE
SCALE:
DETAIL #
Not To Scale
2513.06
REVISION DATE:
SHEET#:
1
July, 2010
1 of 1
ASPHALT PAVEMENT PATCH
SAW CUT
AND TACK
EXISTINGPAVEMENT
� NEW ASPHALT 3" MINIMUM
SAW CUT
AND TACK
°O 0o00 000 00 °0o 00000°O00o
0 0 ° 0
0 O O NEW ABC 12" MINIMUM DEPTH °0 00.
° °°°0 O° 0
°00 O 0° o 00 O 00 0 0.0 . 0 0 o 0 0 0 O°
EXISTING ABC 1' KEY -INV KEY -IN
II 111 I II -1111
EXISTING SUBGRADE 1 VIII III III -III 1
I II I II -1111
II-III III -III
I �III���IIII���III� I
COMPACTED FILL
I1 111 1111 111
III -III III -III
VIII I II -1111
III -III IIII �
II V I I II I II1 � 11111
111111 11111
VIII VIII
EXISTING PAVEMENT
NOTES:
1. THE PAVEMENT EDGE SHALL BE DEFINED BY A STRAIGHT EDGE FORMED BY A MACHINED SAW CUT.
2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO A DENSITY
OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO
T-99 AS MODIFIED BY NCDOT.
3. THE FINAL T OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO 100% OF THAT
OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-80 AS
MODIFIED BY NCDOT. BITUMINOUS BASE OR BINDER MAY BE SUBSTITUTED IF APPROVED BY CITY OF RALEIGH ENGINEER.
4. THE ENTIRE THICKNESSNERTICAL EDGE OF THE CUT SHALL BE TACKED.
5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO CASE SHALL
THE ASPHALT BE LESS THAN 3" THICK.
6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY AND ROLLED WITH A SMOOTH
DRUM ROLLER TO ACHIEVE A SMOOTH, LEVEL PATCH.
NG ABC
REVISIONS DATE: 9/1/13 NOT TO SCALE
ASPHALT PAVEMENT
PATCH
T-10.05
Details Provided by APPIAN Consulting Engineers - www.appicnengineers.com 11/17/2010 - 5:08:00 PM Details Provided by APPIAN Consulting Engineers - www.appionengineers.com 08/06/2010 - 10:55:03 AM Details Provided by APPIAN Consulting Engineers - www.oppionengineers.com 08/06/2010 - 10:54:55 AM Details Provided by APPIAN Consulting Engineers - www.appicnengineers.com 08/06/2010 - 10:54:46 AM
YARD CLEANOUT RISER TO BE VARIES
--_- 6
INSTALLED 2' Backflow Prevention Assemblies shall conform to
ABOVE GRADE PAVEDFj_
(SEE MANUFACTURER)
APPLICATION �,_ �,' AND CUT DOWN TO GRADE REDUCED PRESSURE the Town of Clayton Cross Connection / Backflow
14" DIA. PRECAST / BY PLUMBER APPLICATION Protection Ordinance Policy, latest revision
CONC. CO COLLAR BY II° II ° ZONE BACKFLOW
MASONRY SUPPLY, SCREW TYPE PLUG ASSEMBLY
INC. SELMA N.C. � ' °
® (BRASS) MUST BE 2" 2
/ as BELOW BOTTOM OF
VALVE BOX CAP - OR
loer
BRASS PLUG -�11i! I ELEVATION2 1 2SOLVENT CEMENT JOINT
- WELD CAP @ R/W�VARIES°OF STREET (SEE MANUFACTURER)
> WHEN SEWER CLEAN- ° OR HASP/LOCK
00 OUT IS IN PAVEMENT OR / ® DOUBLE CHECK _
z SIDEWALK, INSTALL VALVE ASSEMBLY TYPICAL ENCLOSURE
INSIDE A Cl CLEAN OUT
18" PIPE STUB BOX. WITH "SEWER" LIDVARIES PLAN VIEW
r, STREET APPLICATION ®
(SEE MANUFACTURER)
LONG SWEEP WYE VARIES
F�Oy, 1/4" PER FT. SLOPE TO 7 SEE SHEET 3 2 1 2 9o-- Q w ®R ZONE E BACKFLOW E (SEE MANUFACTURER)
3 OF 3 FOR I0 ASSEMBLY DOUBLE
OU LASSEMBLY
4" or 6" SCH 40 PVC WITH SEWER MAIN (2.08% MIN.) PART I.D. 8
SOLVENT CEMENT JOINTS Q
(SEE NOTE 4) SEE NOTE 3 NO. 57 STONE - O O - - z Be
BEDDING TO TOP OF PIPE 6" MIN. - - - 6" MIN. Q z �/
PVC 1/8 BEND DRAIN PORT - PROVIDE w 7 5 3 3 2 1 Q0 2 3 3 5
PVC 1/8 BEND POSITIVE DRAINAGE OUT CENTER z_ Q
PROVIDE DIP MAIN OF ENCLOSURE 4 ASSEMBLY � 4 w
C-900 OR SDR -35 TRANSITION (MINIMUM TWICE THE IN BOX o Q `'
45° IN-LINE WYE GASKET AS APPLICATION SIZE OF RPZ) I
PVC MAIN NECESSARY 6" MIN. 8 NOTE -------------FLOW 30► - - _ --FLOW7�► - -
APPLICATIONo a °
45° MJ DI
IN-LINE WYE _
II_-1I1=1I1= -I a z w
111111111111Q,�11 ° a 1 =>
LLJ
Ell 1--III-III-III-I III -III -III-I I_IiI-III-III-III-III-III-1 -III-1-1
NOTE 1
F1O� I i
4" 3000 PSI CONCRETE 5 -1
SLAB. DIMENSIONS PER
BOX MANUFACTURER �
®
PART
MANUFACTURER MODEL / Cat. NO.
1
BACKFLOW PREVENTION ASSEMBLY, AS APPLICABLE
SEE SPECS. 02510
1.10 and 2.2.2 - PRODUCTS
2
1/4 TURN FULL PORT BRONZE BALL SHUT-OFF VALVE
---
3
90' BRASS ELBOW
---
4
THREADED UNION
---
5
3/4" THRU 2 1/2" STAINLESS STEEL OR BRASS THREADED PIPE
---
6
OMITTED
---
7
INSULATED ENCLOSURE WITH LOCKING ACCESS
AND HEATER (120 V, 1 PHASE 60 HZ)
VERIFY FITTINGS WILL FIT INSIDE BOX BEFORE ORDERING
HOTBOX / HB.75 - HB3E
(OR APPROVED EQUIVALENT)
(NOTE 3)
8
STAINLESS STEEL ANCHOR BOLTS PER
BOX MANUFACTURER RECOMMENDED SIZE AND SPACING
---
9
PROVIDE 120V RECEPTACLE ON GFCI NEAR PIPE RISER,
SET MINIMUM 18" ABOVE FLOOR
UL STD. 943 -NEMA 3R.
I i
® SPECIFICATIONS 00 HASP/LOCK
z_
PROVIDE TRANSITION
NOTES BEDDING SEE DETAIL 531.01 COUPLING AS NEEDED 5 a
`-3 NOTES:
1. The full length of the service trench shall be a 1. Provide minimum 1" annular clearance around all risers and electrical conduit.
compacted in 6" layers with mechanical tamp. FLOW 310* ° FLOW 7•► 2. Slope floor to drain to ports at both ends. Ensure positive surface grade away
2. Solvent cement for pvc pipe and fittings to be ASTM D-2564 from enclosure.
3. PVC wye, bend, lateral, & clean-out assembly must be bedded in #57 stone. 3. Irrigation RPZ's that are removed from uninsulated & unheated enclosures to
Bedding and handling of service pipe must comply with Class B bedding (See prevent freezing in the winter months must be capped off.
bedding detail for gravity mains.) PROVIDE BLOCKING FOR 4. RPZ's may be located in building provided there are no other unprotected taps
4. 6 inch service connections to manhole only, using core and a rubber boot. PIPE 2" AND LARGER between the water main & the building.
• TOWN of CLAYTON . ' • TOWN of CLAYTON TOWN of CLAYTON TOWN of CLAYTON
USE WITH THE TOWN of CLAYTON STANDARD SPECIFICATIONS ONLY =" _ so USE WITH THE TOWN of CLAYTON STANDARD SPECIFICATIONS ONLY �� USE WITH THE TOWN of CLAYTON STANDARD SPECIFICATIONS ONLY �� USE WITH THE TOWN of CLAYTON STANDARD SPECIFICATIONS ONLY
TYPICAL PVC SEWER LATERAL Not DETAIL >,�� 3/4" t 2" DCV, RPZ SCALE: DETAIL# �� • 3/4" t 2" DCV, RPZ SCALE: DETAIL# �� 3/4" t 2" DCV, RPZ SCALE: DETAIL#
t To Scale 1533.01 o Not To Scale z 5 19.07 o Not To Scale z o 519.07 Not To Scale 2519.07
CLEANOUT WITH IN-LINE WYE RE July, 2010 1 SHEET of2 ASSEMBLY (ABOVE GROUND) RE July, 2010TE 1 H ofT#3 ASSEMBLY (ABOVE GROUND) REVISION
,0110TE 2H ofT#3 ASSEMBLY (ABOVE GROUND) REVISION
EJ ly 2010TE: 3H ofT#3
■ KHA PROJECT IGLESIA DE DIOS PRIMEROS ,�`���'"c'A" ,� 11,
015057000 �� R ��
�........ 0��
DATE ;`� O�FESS/py9!�q',
im e Horn
06/30/2017 FRUTOS �� ° �
,p` � SAL l•'
INC LICENCE #: F-0102 SCALE AS SHOWN Gy�6Y'�. Z UTILITY DETAILS
@ 2019 KIMLEY-HORN AND ASSOCIATES, INC. PREPARED FOR
DESIGNED BY DS /'�••F�GINF��•
421 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601 f/'•
REVISED PER COUNTY COMMENTS 04/23/19 DS PHONE: [phone] DRAWN BY Ds PROUTEY CONSTRUCTION �'�i,/QpDAA�•Qo\\`�
REVISIONS DATE BY WWW.KIMLEY-HORN.COM CHECKED BY WJB CLAYTON NORTH CAROLINA
�/�1IIIV� 1'V\4`\/23/2019
SHEET NUMBER
C-9.0

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OPENING FOR TOWN OF CLAYTON
FRAME GRATE AND HOOD (SEE
DETAIL SHEET C-8.0)
RIM: 300.75
0.92'
18" RCP
OUTLET PIPE
INV: 294.00
OVERFLOW WEIR. SEE
OVERFLOW WEIR
DETAIL THIS SHEET�/x
6" SOLID WALL PVC DRAIN
FROM FILTER CHAMBER
WITH STAINLESS STEEL STRAPS -
6" BACKWATER VALVE.
SEE DETAIL THIS SHEET
KEYNOTES
SEDIMENT CHAMBER AREA
FILTER CHAMBER AREA
OUTFALL STRUCTURE AREA
14 GAUGE 6" STAINLESS STEEL
A
STRAPS @ 5' O.C. (TYP.)
6" PERFORATED PVC UNDERDRAIN
D
PIPE IN SOCK (WITHIN SAND FILTER
11-5/8"(294)
MEDIA). SEE SECTION A THIS SHEET
A
b-1 /2"(165)
PENETRATION IN SEPARATOR WALL FOR
12'y305)
FLOW DISTRIBUTION PIPING. TYPICAL
CAPPED CLEAN-OUT (TYP.)
SPACED EVERY 7 FEET. SEE FLOW
b"(152)
DISTRI UTI N IPI G DETAIL THIS SHEET
5-1 /2"(140)
N
9-3/8"(238)
CAPPED CLEAN-OUT (TYP.)
0
o
I I
I
4
ri EV m ri ri ri ri ri ri
ri ri ri m m ti
•
7
TRANSITION FROM
PERFORATED PVC TO
SOLID WALL PVC
_ �1 �1
1
SAND FILTER
SEDIMENT AREA = 1,344 SF
FILTER AREA = 336 SF
A
UNDERGROUND SAND FILTER/ DETENTION STRUCTURE PLAN
NOT TO SCALE
XVJWATM BV -200 Cast Iron "In -Line"
Tag: Backwater Valve
SPECIFICATION: Watts Drainage BV -200 cast iron backwater valve with gasketed cover, bronze seat and flapper, and no hub
connections.
Pipe Sizing (Select One)
Suffix Description
3 3"(76) Connection Size ❑
4 4"(102) Connection Size ❑
6 6"(152) Connection Size ❑r
VALVE COVER A
COVER GASKET
FLAPPER GASKET
Ilk
C
B
--
D
i PIPE SIZE
i
VALVE BODY
FLAPPER ASSEMBLY
-►
Pipe Size
A
B
C
D
3"(76)
11-5/8"(294)
4-3/16"(107)
3-3/4"(94)
b-1 /2"(165)
4"(102)
12'y305)
4-3/8"(110)
3-7/8"(98)
7-1 /4"(184)
b"(152)
14.3/4"(375)
5-1 /2"(140)
5"(127)
9-3/8"(238)
Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For
precise measurements, please contact Watts Technical Service. Watts reserves the right li change or modify product design, VAWAM
construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and
modifications on Watts products previously or subsequently sold.
USA: Tel: [phone] • Fax: [phone] • Watts.com A Watts Water Technologies Company
Canada: Tel: [phone] • Fax: [phone] • Watts.ca
Latin America: Tel: [phone] • Fax: [phone] • Watts.com
ES -WD -BV -200 -USA 1511 © 2015 Watts
BACKWATER VALVE DETAIL
NOT TO SCALE
Kimle >>> Horn■
NC LICENCE #: F-0102
© 2019 KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
REVISED PER COUNTY COMMENTS 04/23/19 DS PHONE: [phone]
REVISIONS DATE BY WWW.KIMLEY—HORN.COM
4" PERFORATED PVC PIPING FULL
LENGTH OF FILTER CHAMBER. SEE
SECTION A THIS SHEET.
2'0 OPENING FOR TOWN OF
CLAYTON STANDARD MANHOLE
RING AND COVER (TYP.)
(SEE STORM DETAILS)
PROPOSED CONC. UNDERGROUND
DETENTION STRUCTURE TO BE
DESIGNED FOR H-20 LOADING.
CONTRACTOR TO SUBMIT SHOP
DRAWINGS TO ENGINEER FOR
REVIEW. 8,400 CUBIC FEET
MINIMUM VOLUME
15" RCP
INLET PIPE
INV: 296.48
KHA PROJECT
015057000
DATE
06/30/2017
SCALE AS SHOWN
DESIGNED BY DS
DRAWN BY DS
CHECKED BY WJB CLAYTON
° v v
•� SEDIMENT I•
CHAMBER
• rrn iu♦ �vnui i
ELEVATION
PERMANENT POOL
ELEVATION = 295.50'
ACCESS STEP'-
(TYP.) SEE SHEET
C-8.0 FOR DETAILS
CONTRACTOR TO PROVIDE SHOP DRAWINGS TO
ENGINEERING FOR VERIFICATION PRIOR TO ORDERING PARTS
SEDIM
CHAM
v
°
ENT
SEDIMENT CHAMBER
BER a
°v
0
° v °
8 �
g
6.0' (TYP.)
`7v
t c ° •
o a
v
4" PVC ELBOW AND TURNDOWN
SEE FLOW DISTRIBUTION PIPING
DETAIL, THIS SHEET.
SECTION A—A
TYPICAL FOR SEDIMENT CHAMBER
ADJACENT TO FILTER CHAMBER
NOT TO SCALE
4" DIAMETER ORIFICE
INV: 296.56'
p ° o
v
v a v
•
..
17
_
r
o
•
`n
4
6.0' (TYP.)
•
6" SOLID WALL PVC DRAIN
FROM FILTRATION CHAMBER
INV: 294.00
OVERFLOW WEIR
NOT TO SCALE
NOTES:
MANHOLE RING AND
COVER (TYP.)
FINISHED GRADE
PAVEMENT
AGGREGATE BASE
299.00' TOP OF STRUCTURE
298.00' TOP OF WEIR
296.56' WATER QUALITY ELEVATION
294.00' BOTTOM OF STRUCTURE
Q v
FILTER
CHAMBER
ELEVATION =
296.56'
SAND
FILTER
MEDIA
ROOF SLAB
SEDIMENT
CHAMBER
" DIA. STAINLESS STEEL
CONCRETE EXPANSION
ANCHOR (TYP)
4" 90' PVC ELBOW —
4" SOLID WALL
0
PVC PIPING
14 GAUGE 4" STAINLESS
STEEL STRAP (TYP)
MANHOLE RING AND
COVER (TYP.)
FINISHED GRADE
PAVEMENT
AGGREGATE BASE
299.00' TOP OF STRUCTURE
ACCESS STEPS
(TYP.) SEE SHEET
C-8.0 FOR DETAILS
MEDIA TO MEET
STANDARDS OF ASTM C33
6" PERFORATED PVC UNDERDRAIN
PIPE IN SOCK.
SHWT LOWER THAN 292.00' ELEVATION
D
FILTER
T O CHAMBER
4" PERFORATED PVC PIPING
FULL LENGTH OF FILTER CHAMBER
" PERFORATIONS ® 6" O.C.
(4) PERFORATIONS PER ROW
14 GAUGE 4" STAINLESS
/- STEEL STRAPS ® 2' O.C.
SAND
FILTER
MEDIA
FLOW DISTRIBUTION PIPING
NOT TO SCALE
1. CONTRACTOR TO COORDINATE WITH MANUFACTURER FOR SAND FILTER STRUCTURE DIMENSIONS AND PROVIDE SHOP DRAWINGS TO
ENGINEERING FOR VERIFICATION PRIOR TO ORDERING.
2. CONTRACTOR TO COORDINATE WITH MANUFACTURER FOR INSTALLATION OF UNDERGROUND SAND FILTER.
3. CONTRACTOR TO ADJUST STRUCTURES TO FINAL GRADE USING GRADE RINGS AS REQUIRED.
4. STRUCTURE MUST BE DESIGNED TO H-20 LOADING.
UNDERGROUND SAND FILTERZDETENTION STRUCTURE PLAN
NOT TO SCALE
IGLESIA DE DIGS PRIMEROS
FRUTOS
PREPARED FOR
PROUTEY CONSTRUCTION
NORTH CAROLINA
SAND MEDIA SHALL MEET ASTM C33
OR EQUIVALENT. THE SAND
PARTICLES SHALL BE LESS THAN 2
MM AVERAGE DIAMETER.
Know what's below.
Call before you dig.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE TOWN OF CLAYTON,
JOHNSTON COUNTY, AND/OR NCDOT STANDARDS AND SPECIFICATIONS.
SURVEY NOTE:
ALL EXISTING SITE AND TOPOGRAPHIC INFORMATION SHOWN ARE BASED ON
SURVEY PROVIDED BY TRUE LINE SURVEYING, P.C. 205 WEST MAIN STREET,
CLAYTON, NORTH CAROLINA 27520 ON 06/21/2017
SAND FILTER DETENTION
STRUCTURE DETAIL
SHEET NUMBER
C-10.0