SW5220601_Plansheet - Set_20221003

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CIVIL PLANS
FOR
2S7S HAMP STONE ROAD
SILER CITY - CHATHAM COUNTY - NORTH CAROLINA
PROJECT NO.: E-543 7
SEPTEMBER 2022
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Asheboro, NC 2J209-
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email. inro0summeyenginccring. com
# SHEET INDEX
C-0
COVER SHEET
C-1
GENERAL NOTES
EX-1
SITE AMENDMENT PLAN
C-2
EXISTING CONDITIONS AND DEMO PLAN
C-3A
OVERALL SITE
C-313
SITE PLAN
C-4
EROSION CONTROL PHASE 1 PLAN
C-4A
EROSION CONTROL PHASE 2 PLAN
C-5
GRADING PLAN
C-5A
SPOT ELEVATION PLAN
C-6
PAVING PLAN
C-7
LANDSCAPE PLANE
C-8
STANDARD DETAILS
C-9
EROSION CONTROL DETAILS
C-10
EROSION CONTROL DETIALS
C-11
SANITARY SEWER DETAILS
C-12
WATER DETAILS

GENERAL SITE NOTES:
UTILITY NOTES: (IF APPLICABLE)
1.
THE INFORMATION SHOWN HEREIN WAS TAKEN FROM BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY: SURVEY CAROLINA
154 S FAYETTEVILLE STREET, ASHEBORO, NC PHONE: [phone] AND CHATHAM COUNTY GIS.
1.
UTILITY INFORMATION SHOWN HEREON WAS OBTAINED FROM THE BEST AVAILABLE SOURCE AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. THE
GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXACT LOCATIONS OF EXISTING UTILITIES AND IS RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITIES, EITHER
2.
THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE AVAILABLE INFORMATION. THE CONTRACTOR
PUBLIC OR PRIVATE, SHOWN HEREON OR NOT SHOWN HEREON. ANY REPAIRS SHALL BE DONE TO THE SATISFACTION OF THE APPROPRIATE UTILITY COMPANY.
SHALL VERIFY THE EXACT LOCATION OF UTILITIES WITH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
2.
THE GENERAL CONTRACTOR SHALL CONFIRM ALL NEW UTILITY TAP LOCATIONS WITH THE UTILITY OWNERS. ALL FEES SHALL BE THE RESPONSIBILITY OF
3.
ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE AND LOCAL CODES.
CONTRACTOR OR GENERAL CONTRACTOR.
4.
ANY DISCREPANCY IN THIS PLAN, ARCHITECTURAL PLANS, AND/OR ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE
3.
SEE ELECTRICAL ENGINEERING SITE PLAN FOR LOCATION OF ALL SITE LIGHTING AND REQUIREMENTS
ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS,
4.
ALL NEW LOT LIGHTS AND THE MAIN IDENTIFICATION SIGN SHALL HAVE A MINIMUM 10 FEET CLEARANCE FROM ALL OVERHEAD UTILITIES.
EASEMENTS, AND DIMENSIONS SHOWN HEREIN BEFORE BEGINNING CONSTRUCTION.
5.
GENERAL CONTRACTOR IS RESPONSIBLE FOR PERMITS AND/OR APPROVALS NECESSARY FOR ANY WORK IN ROADWAY OR RIGHT-OF-WAY.
5.
THE CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES, AND R.O.W.'S. PUBLIC OR PRIVATE, PRIOR TO
6.
MINIMUM COVER FOR CONDUITS SHALL BE 36" UNLESS OTHERWISE SHOWN OR NOTED IN THESE PLANS.
WORKING IN THESE AREAS.
7.
ALL MANHOLES, VALVES, AND MONUMENT FRAMES SHALL BE SET TO FINISH GRADE AFTER PAVING.
6.
ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ET, SHALL REMAIN UNDISTURBED, UNLESS COORDINATED WITH
8.
THE CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. TRENCHES SHALL BE SHORED IN
RESPECTIVE UTILITY.
ACCORDANCE WITH OSHA.
7.
DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
9.
THE MINIMUM SLOPE FOR SANITARY SEWER LINES SHALL BE AS FOLLOWS: 1) 1 /4"/FT FOR 4" LINES AND 2) 1 /8"/FT FOR 6" LINES. 6" CLEANOUTS SHALL BE
8.
THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL DUE TO CONSTRUCTION
PLACED AT 75' INTERVALS. 4" CLEANOUTS SHALL BE PLACED AT 50' INTERVALS
OPERATIONS. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURBS AND GUTTERS, ROADSIDE DRAINAGE DITCHES, AND
10.
ALL SEWER LINES SHALL HAVE A FINAL COVER DEPTH 4'-0 IN NON -TRAFFIC AREAS AND 5-0 MINIMUM IN TRAFFIC AREAS UNLESS SPECIFICALLY NOTED
OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MATTER AS A RESULT OF CONSTRUCTION SHALL BE
OTHERWISE ON THE PLANS.
REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS
11.
CABLE TV SERVICE ROUTING IS NOT PART OF THIS PLAN, CONTRACTOR TO COORDINATE WITH CABLE COMPANY.
9.
ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED PRIOR TO CONSTRUCTION. ALL CONSTRUCTION TO BE IN
12.
EXISTING MANHOLES SHOULD BE FIELD VERIFIED FOR RIMS AND INVERTS.
ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE TO STATE, COUNTY, AND LOCAL CODES.
13.
THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC. THAT MAY BE REQUIRED.
10.
THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF ALL EXISTING
14.
THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THIS CONSTRUCTION MEANS/METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
UTILITIES IS NOT NECESSARILY SHOWN ON PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR ON HIS
15.
OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29CFR PART 1926, SUBPART "P" APPLIES TO ALL
INITIATIVE AND AT NO EXTRA COST SHALL HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO
EXCAVATIONS EXCEEDING 5 FEET IN DEPTH.
CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF ITEMS SUCH
16.
EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRES THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
AS PIPE OR OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME. THE
17.
CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO UNDERGROUND STRUCTURES. CONTRACTOR SHALL BE
GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER.
RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES. THE CONTRACTOR(S) SHALL CALL 811 FOR ASSISTANCE IN
18.
WATER PIPING SHALL BE CONNECTED TO BUILDING STUBS, VERIFY LOCATIONS PRIOR TO BEGINNING WATER PIPE INSTALLATION.
LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING.
19.
WASTE PIPING SHALL BE CONNECTED TO BUILDING STUBS, VERIFY LOCATIONS AND INVERTS PRIOR TO BEGINNING ANY WASTE PIPE INSTALLATION.
11.
SEEDING TO BE INSTALLED TO NCDEQ REQUIREMENT & STANDARD PRACTICES.
20.
ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL MUNICIPALITY PUBLIC WORKS AND CROSS CONNECTION CONTROL, REGULATIONS AND
12.
PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND
STANDARDS.
APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR
21.
SITE UTILITY CONTRACTOR TO PROVIDE WATER AND SANITARY SEWER TO WITHIN 5 FEET OF THE BUILDING, CONTRACTOR SHALL COORDINATE SITE PLAN
HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY
CONNECTIONS WITH THE ARCHITECTURAL BUILDING PLANS.
AUTHORITIES. FAILURE OF THE CONTRACTOR TO FOLLOW THIS PROCEDURE SHALL CAUSE THE CONTRACTOR TO ASSUME FULL
22.
SANITARY CLEANOUTS SHALL BE PLACED NO MORE THAN 75 FEET APART. CLEAN OUTS LOCATED IN PAVEMENT AREAS SHALL HAVE A HEAVY DUTY
RESPONSIBILITY FOR ANY SUBSEQUENT MODIFICATION OF THE WORK MANDATED BY ANY REGULATORY AUTHORITY.
TRAFFIC RATED CONSTRUCTION.
13.
VISIT SITE AND BRING TO THE ENGINEER'S ATTENTION IN WRITING ANY PROBLEMS OR DISCREPANCIES WITH THE SITE OR
23.
CONNECTION OF SANITARY SEWER SERVICE TO AN EXISTING MANHOLE SHALL COMPLY WITH THE LOCAL MUNICIPALITY PUBLIC WORKS STANDARDS, INCLUDING:
CORE DRILL FOR OPENING INTO MANHOLE AND INSTALL WITH FLEXIBLE BOOT. IF PAVEMENT CUT IS REQUIRED, CONTRACTOR SHALL PATCH PAVEMENT WITH A
PROJECT PRIOR TO CONSTRUCTION.
SECTION TO MATCH EXISTING PAVEMENT
14.
CHECK ALL "VERIFY" DIMENSIONS NOTED ON PLANS. REPORT ANY DISCREPANCIES TO THE ENGINEER IN WRITING PRIOR TO
24.
ALL WORK SHALL BE GOVERNED BY THE LATEST EDITIONS OF THE STATE MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, BUILDING CODE, ENERGY
ANY FURTHER CONSTRUCTION.
CONSERVATION, HANDICAPPED ACCESSIBILITY, NATIONAL ELECTRICAL CODES, AND NATIONAL FIRE PROTECTION ASSOCIATION CODES AS APPLICABLE AND AS ADOPTED
15.
USE THE ARCHITECT'S DRAWINGS FOR BUILDING DIMENSIONS.
BY THE AUTHORITIES HAVING JURISDICTION AND LATEST VERSION OF NC DOT POLICIES & PROCEDURES FOR ACCOMMODATING UTILITIES ON HIGHWAY
RIGHTS -OF -WAY.
25.
LOCATIONS OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE OR SCHEMATIC. THE LOCATIONS ARE BASED ON ACTUAL FIELD SURVEYS AND
AVAILABLE RECORDS, CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AND UNDERGROUND STRUCTURES AND VERIFY REQUIRE
COVER AND CLEARANCES PRIOR TO CONSTRUCTION AND REPORT ANY CONFLICTS TO THE ENGINEER.
26.
CONTRACTOR SHALL CALL 811 AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE UTILITIES LOCATED. CONTRACTOR SHALL
CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENTLY.
CONTRACTOR NOTES:
1. ALL DIMENSIONS AND RADII ARE OUTSIDE FACE OF BUILDING OR TO FACE OF CURB, OR TO THE CENTER OF
STRUCTURES SUCH AS INLETS, SIGN POSTS, ETC., UNLESS OTHERWISE NOTED.
2. CONTACT ENGINEER FOR OBSERVATION OF CONSTRUCTION RELATED TO REQUIRED FEDERAL, STATE, OR LOCAL
CERTIFICATIONS INCLUDING BUT NOT LIMITED TO PROOF ROLL AND ASPHALT PLACEMENT. PROVIDE 24 HOUR NOTICE TO
ENGINEER FOR REQUIRED CONSTRUCTION OBSERVATION RELATED TO CERTIFICATION OF ROADWAY, WATER SYSTEM,
PAVEMENT, ETC.
3. KEEP ALL PLANTING AND GRASS AREAS FREE OF DEBRIS, STONES, CONSTRUCTION MATERIALS, ETC., RESPONSIBLE FOR NOT
DAMAGING EXISTING PLANTING TO REMAIN.
4. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND AVOIDING ALL UNDERGROUND UTILITIES WHETHER SHOWN ON THE
SITE PLAN OR NOT. THOSE SHOWN ARE BASED ON THE SURVEY PROVIDED AND MAY NOT BE ALL INCLUSIVE. CONTACT
UTILITY LOCATION SERVICE OR OTHER APPROPRIATE UTILITY LOCATION SERVICE FOR UTILITY IDENTIFICATION PRIOR TO ANY
WORK. CONTRACTOR TO PROTECT ALL UTILITIES TO REMAIN - TYPICAL. CONTACT ALL UTILITY COMPANIES TO INSURE THE
UTILITIES ARE SHUT DOWN PRIOR TO THE START OF ANY DEMOLITION AND/ OR SITE WORK.
5. PATCH / REPAIR STREETS, STRUCTURES, ETC. AS NECESSARY AFTER CONNECTION OF PROPOSED UTILITIES.
6. SEE PLAN SET FOR PROPOSED GRADES AND EROSION CONTROL.
7. CIVIL/SITE CONTRACTOR SHALL FIELD VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL UTILITIES PRIOR TO
CONSTRUCTION. CIVIL/SITE CONTRACTOR SHALL SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH THE LOCAL
MUNICIPALITY AND ARCHITECT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. CONTRACTOR SHALL CALL 811
5 WORKING DAYS HOURS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION.
8. CONTRACTOR SHALL NOTIFY THE LOCAL MUNICIPALITY PUBLIC WORKS PRIOR TO ANY CONSTRUCTION ON STREET
RIGHTS -OF -WAY 336-626-1234
9. ANY CONSTRUCTION WITHIN THE LOCAL MUNICIPALITY RIGHTS -OF WAY ARE TO BE IN ACCORDANCE WITH THE LOCAL
MUNICIPALITY STANDARDS AND SPECIFICATIONS REGARDING MATERIALS, INSTALLATION, AND TESTING, UNLESS OTHERWISE IN
THE CONTRACT DOCUMENTS. ANY CONSTRUCTION WITHIN THE RIGHT-OF-WAY SHALL BE PROTECTED WITH SIGNAGE AND
TRAFFIC SAFETY DEVICES IN ACCORDANCE WITH THE NORTH CAROLINA STANDARDS AND GUIDELINES ALSO THE
CONTRACTOR SHALL HAVE "UTILITY WORK AHEAD" SIGNS LOCATED AT ALL LOCATIONS WHEN ENTERING THE
RIGHTS -OF -WAY.
27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR RELOCATION OF ALL EXISTING UTILITIES IN COORDINATION WITH THE APPROPRIATE UTILITY,
AGENCY, OR COMPANY.
28. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ACTUAL LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE FIELD PRIOR
TO GROUND BREAKING.
29. ALL UTILITIES MUST BE LOCATED UNDERGROUND AND COORDINATED WITH THE LOCAL MUNICIPALITY OR LOCAL UTILITIY COMPANY.
TOWN OF SILER CITY NOTES:
1. CALL 811 BEFORE DIGGING TO LOCATE UNDERGROUND UTILITIES*
2. FOLLOW APPENDIX E GUIDE TO LANDSCAPING FOR ALL TREE AND SHRUB INSTALLATION
3. ALL ON SITE DRIVEWAYS, SIDEWALKS, PARKING LOTS, AND ENTRANCES/EXITS TO BUILDINGS SHALL BE SUFFICIENTLY
AND ADEQUATELY LIGHTED TO ENSURE THE SECURITY OF PROPERTY/BUILDINGS AND THE SAFETY OF PERSONS.
4. ON SITE LIGHTING SHALL NOT UNNECESSARILY ILLUMINATE ANY OTHER LOT OR PUBLIC STREET.
5. TO THE EXTENT PRACTICABLE, THIS DEVELOPMENT SHALL CONFORM TO THE NATURAL CONTOURS OF THE LAND AND NATURAL AND PREEXISTING MANMADE DRAINAGE WAYS SHALL REMAIN UNDISTURBED.
6. THIS DEVELOPMENT MUST BE PROVIDED WITH A DRAINAGE SYSTEM THAT IS ADEQUATE TO PREVENT THE UNDUE RETENTION OF SURFACE WATER ON THE DEVELOPMENT SITE.
7. NO SURFACE WATER MAY BE CHANNELED OR DIRECTED INTO A SANITARY SEWER.*
8. WHENEVER PRACTICABLE, THE DRAINAGE SYSTEM OF THIS DEVELOPMENT SHALL COORDINATE WITH AND CONNECT TO THE DRAINAGE SYSTEMS OR DRAINAGE WAYS ON SURROUNDING PROPERTIES OR STREETS.
9. CONSTRUCTION SPECIFICATIONS FOR DRAINAGE SWALES, CURBS AND GUTTERS, AND STORM DRAINS ARE CONTAINED IN APPENDIX C.
10. THIS DEVELOPMENT SHALL BE CONSTRUCTED AND MAINTAINED SO THAT ADJACENT PROPERTIES ARE NOT UNREASONABLY BURDENED WITH SURFACE WATERS AS A RESULT OF SUCH DEVELOPMENTS*
11. NO DEVELOPMENT MAY BE CONSTRUCTED OR MAINTAINED SO THAT SUCH DEVELOPMENT UNREASONABLY IMPEDES THE NATURAL FLOW OF WATER FROM HIGHER ADJACENT PROPERTIES ACROSS SUCH DEVELOPMENT, THEREBY UNREASONABLY CAUSING
SUBSTANTIAL DAMAGE TO SUCH HIGHER ADJACENT PROPERTIES*
12. NO DEVELOPMENT MAY BE CONSTRUCTED OR MAINTAINED SO THAT SURFACE WATERS FROM SUCH DEVELOPMENT ARE UNREASONABLY COLLECTED AND CHANNELED ONTO LOWER ADJACENT PROPERTIES AT SUCH LOCATIONS OR AT
SUCH VOLUMES AS TO CAUSE SUBSTANTIAL DAMAGE TO SUCH LOWER ADJACENT PROPERTIES.
13. STORMWATER CONTROL FACILITIES SHALL BE MAINTAINED BY THE DEVELOPER.
14. ALL SIGNS REQUIRE SIGN PERMIT APPROVAL PRIOR TO INSTALLATION
15. ANY VARIATION TO THE APPROVED PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE TOWN OF SILER CITY DIRECTOR OF PLANNING AND COMMUNITY DEVELOPMENT FOR EVALUATION AND REVISED PLAN SUBMITTED FOR
REVIEW AND APPROVAL.
16. VEHICLE ACCOMMODATION AREAS OF ALL DEVELOPMENTS SHALL BE DESIGNED SO THAT SANITATION, EMERGENCY, AND OTHER PUBLIC SERVICE VEHICLES CAN SERVE SUCH DEVELOPMENTS WITHOUT THE NECESSITY OF BACKING UNREASONABLE DISTANCES OR
MAKING OTHER DANGEROUS OR HAZARDOUS TURNING MOVEMENTS.
17. EVERY VEHICLE ACCOMMODATION AREA SHALL BE DESIGNED SO THAT VEHICLES CANNOT EXTEND BEYOND THE PERIMETER OF SUCH AREA ONTO ADJACENT PROPERTIES OR PUBLIC RIGHTS -OF -WAY. SUCH AREAS SHALL ALSO BE
DESIGNED SO THAT VEHICLES DO NOT EXTEND OVER SIDEWALKS OR TEND TO BUMP AGAINST OR DAMAGE ANY WALL, VEGETATION, OR OTHER OBSTRUCTION.
18. CIRCULATION AREAS SHALL BE DESIGNED SO THAT VEHICLES CAN PROCEED SAFELY WITHOUT POSING A DANGER TO PEDESTRIANS OR OTHER VEHICLES AND WITHOUT INTERFERING WITH PARKING AREAS.
19. VEHICLE ACCOMMODATION AREA SURFACES SHALL BE KEPT IN GOOD CONDITION (FREE FROM POTHOLES, EROSION, DUST, ETC.).
20. NO OBSTRUCTIONS ARE ALLOWED WITHIN THE 10'X70' SIGHT DISTANCE TRIANGLES LOCATED AT DRIVEWAY EXITS
21. VEGETATIVE BUFFERS ARE TO BE LEFT IN THEIR NATURAL STATE AND UNDISTURBED.
22. PRIOR TO ANY FINAL PLANNING APPROVAL:
I. SUBMIT ACTUAL AS -BUILT PLAN FOR ALL STORMWATER MANAGEMENT FACILITIES OR PRACTICES AFTER FINAL CONSTRUCTION COMPLETE*
II. EXECUTE AND RECORD WITH THE REGISTER OF DEEDS A STORMWATER MANAGEMENT FACILITY OPERATION AND MAINTENANCE AGREEMENT PER§249.*
III. SUBMIT WRITTEN FINAL INSPECTION APPROVAL FOR DRIVEWAY AND ENCROACHMENTS FROM NCDOT*
IV. WHENEVER A DEVELOPER INSTALLS ANY PUBLIC UTILITY LINE, THE DEVELOPER SHALL AFTER INSTALLATION IS COMPLETE, AND BEFORE ACCEPTANCE OF ANY WATER OR SEWER LINE, FURNISH THE TOWN WITH A COPY OF AN AS -BUILT DRAWING THAT SHOWS
THE EXACT LOCATION OF SUCH UTILITY LINES.
V. SUBMIT WRITTEN FINAL INSPECTION APPROVAL FOR PUBLIC WATER AND SEWER UTILITY INSTALLATION FROM TOWN PUBLIC WORKS & UTILITIES DIRECTOR*
VI. SUBMIT VOLUNTARY ANNEXATION PETITION PER UTILITY EXTENSION POLICY
23. OBTAIN FINAL ZONING INSPECTION APPROVAL PRIOR TO USE/OCCUPANCY
24. ALL TREE AND SHRUB INSTALLATION SHALL BE IN COMPLIANCE WITH APPENDIX E OF THE UDO.
25. PARKING SPACES IN AREAS SURFACED IN ACCORDANCE WITH CONCRETE/ASPHALT SHALL BE
APPROPRIATELY DEMARCATED WITH PAINTED LINES OR OTHER MARKINGS.
26. ALL SIGNS SHALL BE IN COMPLIANCE WITH ARTICLE 18 OF THE UDO
27. NC EROSION LAWS ARE ADMINISTERED AND ENFORCED BY NCDEQ*
28. APPLICABLE BUILDING, ELECTRICAL, PLUMBING, AND HVAC CODES ARE ADMINISTERED, PERMITTED, AND ENFORCED BY THE CHATHAM COUNTY CENTRAL PERMITS AND INSPECTIONS DEPARTMENT*
29. APPLICABLE FIRE CODES ARE ADMINISTERED, PERMITTED, AND ENFORCED BY THE CHATHAM COUNTY FIRE MARSHALL*
30. STREAM DISTURBANCE APPROVAL IS REQUIRED FROM NCDEQ AND USACOE*
31. CONTACT COUNTY WELL AND SEPTIC, REQUIRES A SEPTIC SYSTEM ABANDONMENT PERMIT FOR THE AFFECTED SYSTEM AND SETBACK COMPLIANCE THROUGH ENVIRONMENTAL HEALTH.
32. IF THERE IS NO CONNECTION TO CITY SEWER, THEN THE PROJECT MAY REQUIRE A SEPTIC EXPANSION
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SILER CITY
CLEAR AND GRUB AREA
PROPERTY LINE
ADJOINING PROPERTY LINE
INTERNAL PROPERTY LINE
OVERHEAD UTILITY
EXISTING UTILITY POLE
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER LINE
SETBACK LINES
EXISTING FIRE HYDRANT
PROPOSED SANITARY SEWER MANHOLE
EXISTING WATER LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
LIMITS OF CONSTRUCTION
PROPOSED TREELINE
EXISTING TREELINE
DEMO TREELINE
EXISTING CONDITION NOTES:
1.
PARCEL BOUNDARY INFORMATION SHOWN PER FIELD
SURVEY
OBTAINED FROM SURVEY CAROLINA, PLLC
2.
TOPOGRAPHIC DATA PER FIELD SURVEY PERFORMED BY SURVAY
CAROLINA, PLLC AND NC ONE MAP CONTOURS.
3.
EXISTING SANITARY SEWER LOCATIONS HAVE BEEN
SHOWN PER
INFO RECEIVED FROM SILER CITY PUBLIC WORKS
DEPARTMENT AND
SURVEY CAROLINA, PLLC.
4.
EXISTING BUILDINGS, AND ROADWAYS HAVE BEEN
ESTIMATED PER
AERIAL IMAGERY AND FIELD SURVEY.
5.
EXISTING SEPTIC SYSTEM TO BE ABANDONED PER
CHATHAM
COUNTY ENVIRONMENTAL HEALTH STANDARDS AND
PERMITTING.
EXISTING SEPTIC TANK TO BE ABANDONED SHALL
BE PUMPED,
CRUSHED AND FILLED. SEWER SERVICE TO BE CONNECTED TO THE
EXISTING MUNICIPAL SEWER SERVICE CONNECTION
PRIOR TO SEPTIC
TANK ABANDONMENT.
GRAPHIC SCALE
30 0 15 30 60 240
( IN FEET )
1 inch = 30 ft.
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COMMUNITY BAPTIST CHURCH
2575 HAMP STONE ROAD
SILER CITY, NC 27344
CONTACT: PASTOR MARK AGAN
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29.663 ACRES
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THIS SHEET IS SHOWN PER FIELD
SURVEY INFORMATION RECEIVED
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FROM SURVEY CAROLINA PLLC
DATED 05-19-2022.
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WFrOp°s
LINE
BEARING
DISTANCE
L 1
N 74 001 '41 " E
28.00'
L2
N 01039'20" E
32.74'
L3
N 01039'20" E
30.15'
L4
N 0204758" E
25.12'
L5
N 01052'31 " E
10.77'
L6
N 73053'02" E
31.93'
L 7
S 79 04925" W
34.86'
L8
S 4004847" E
60.01'
L9
S 50002'24" W
8.46'
L 10
S 59006'14" W
20.29'
L 11
S 46041'31 " E
20.05'
L 12
S 84 004'38" W
61.11 '
L 13
N 01013'03" E
94.80'
L 14
S 0004348" E
32.33'
L 15
N 01012'06" E
59.98'
L 16
N 01012'06" E
44.011
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
Cl
169.12'
62.28'
61.93'
N 63 025'04" E
21006'01 "
C2
169.12'
90.51 '
89.43'
N 37050'35" E
3003945"
C3
169.12'
57.53'
57.25'
N 12 03435" E
19 02922"
C4
603.68'
56.83'
56.81'
N 00042'40" E
502338"
C5
493.77'
126.84'
126.49'
S 56012'43" W
14043'05"
C6
45.00'
96.27'
78.93'
S 61040'00" W
12203427"
C7
35.00'
36.72'
35.06'
S 28051 '47" E
60006'48"
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PROPERTY LINE
ADJOINING PROPERTY LINE
OVERHEAD UTILITY
EXISTING UTILITY POLE
EXISTING SANITARY SEWER MANH
EXISTING SANITARY SEWER LINE
SETBACK LINES
EXISTING FIRE HYDRANT
PROPOSED SANITARY SEWER MAI`
EXISTING WATER LINE
LIMITS OF CONSTRUCTION
PROPOSED TREELINE
EXISTING TREELINE
GRAPHIC SCALE
80' 0 40' 80' 160' 240'
NAD 83
GRID NORTH
( IN FEET )
1 inch = 80' ft.
COMMUNITY BAPTIST CHURCH
2575 HAMP STONE ROAD
SILER CITY, NC 27344
CONTACT: PASTOR MARK AGAN
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STING
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MSTING.'.�HURC;HO
634.5 (Est.)
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ED 4" PVC SANITARY
SEWER SERVICE
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VERIFY WATER LINE MATERIAL,
SIZE, AND LOCATION WITH
PLUMBING PLANS
PROPOSED CONC. SIDEWALK
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EXISTING 6" SANITARY
SEWER SERVICE
EXISTING PAVED PARKING
TOWN OF SILER CITY NOTES:
\
1. CALL 811 BEFORE DIGGING TO LOCATE UNDERGROUND UTILITIES*
2. FOLLOW APPENDIX E GUIDE TO LANDSCAPING FOR ALL TREE AND SHRUB INSTALLATION
\
3. ALL ON SITE DRIVEWAYS, SIDEWALKS, PARKING LOTS, AND ENTRANCES/EXITS TO BUILDINGS SHALL BE SUFFICIENTLY
AND ADEQUATELY LIGHTED TO ENSURE THE SECURITY OF PROPERTY/BUILDINGS AND THE SAFETY OF PERSONS.
4. ON SITE LIGHTING SHALL NOT UNNECESSARILY ILLUMINATE ANY OTHER LOT OR PUBLIC STREET.
5. TO THE EXTENT PRACTICABLE, THIS DEVELOPMENT SHALL CONFORM TO THE NATURAL CONTOURS OF THE LAND AND NATURAL AND PREEXISTING MANMADE DRAINAGE WAYS SHALL REMAIN UNDISTURBED.
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6. THIS DEVELOPMENT MUST BE PROVIDED WITH A DRAINAGE SYSTEM THAT IS ADEQUATE TO PREVENT THE UNDUE RETENTION OF SURFACE WATER ON THE DEVELOPMENT SITE.
1 7
7. NO SURFACE WATER MAY BE CHANNELED OR DIRECTED INTO A SANITARY SEWER.*
8. WHENEVER PRACTICABLE, THE DRAINAGE SYSTEM OF THIS DEVELOPMENT SHALL COORDINATE WITH AND CONNECT TO THE DRAINAGE SYSTEMS OR DRAINAGE WAYS ON SURROUNDING PROPERTIES OR STREETS.
9. CONSTRUCTION SPECIFICATIONS FOR DRAINAGE SWALES, CURBS AND GUTTERS, AND STORM DRAINS ARE CONTAINED IN APPENDIX C.
10. THIS DEVELOPMENT SHALL BE CONSTRUCTED AND MAINTAINED SO THAT ADJACENT PROPERTIES ARE NOT UNREASONABLY BURDENED WITH SURFACE WATERS AS A RESULT OF SUCH DEVELOPMENTS*
11. NO DEVELOPMENT MAY BE CONSTRUCTED OR MAINTAINED SO THAT SUCH DEVELOPMENT UNREASONABLY IMPEDES THE NATURAL FLOW OF WATER FROM HIGHER ADJACENT PROPERTIES ACROSS SUCH DEVELOPMENT, THEREBY UNREASONABLY CAUSING
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SUBSTANTIAL DAMAGE TO SUCH HIGHER ADJACENT PROPERTIES*
12. NO DEVELOPMENT MAY BE CONSTRUCTED OR MAINTAINED SO THAT SURFACE WATERS FROM SUCH DEVELOPMENT ARE UNREASONABLY COLLECTED AND CHANNELED ONTO LOWER ADJACENT PROPERTIES AT SUCH LOCATIONS OR AT
SITE
SUCH VOLUMES AS TO CAUSE SUBSTANTIAL DAMAGE TO SUCH LOWER ADJACENT PROPERTIES.
13. STORMWATER CONTROL FACILITIES SHALL BE MAINTAINED BY THE DEVELOPER.
14. ALL SIGNS REQUIRE SIGN PERMIT APPROVAL PRIOR TO INSTALLATION
15. ANY VARIATION TO THE APPROVED PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE TOWN OF SILER CITY DIRECTOR OF PLANNING AND COMMUNITY DEVELOPMENT FOR EVALUATION AND REVISED PLAN SUBMITTED FOR
REVIEW AND APPROVAL.
MEMORIAL DR
16. VEHICLE ACCOMMODATION AREAS OF ALL DEVELOPMENTS SHALL BE DESIGNED SO THAT SANITATION, EMERGENCY, AND OTHER PUBLIC SERVICE VEHICLES CAN SERVE SUCH DEVELOPMENTS WITHOUT THE NECESSITY OF BACKING UNREASONABLE DISTANCES OR
MAKING OTHER DANGEROUS OR HAZARDOUS TURNING MOVEMENTS.
US 64 / 11TH ST
17. EVERY VEHICLE ACCOMMODATION AREA SHALL BE DESIGNED SO THAT VEHICLES CANNOT EXTEND BEYOND THE PERIMETER OF SUCH AREA ONTO ADJACENT PROPERTIES OR PUBLIC RIGHTS -OF -WAY. SUCH AREAS SHALL ALSO BE
DESIGNED SO THAT VEHICLES DO NOT EXTEND OVER SIDEWALKS OR TEND TO BUMP AGAINST OR DAMAGE ANY WALL, VEGETATION, OR OTHER OBSTRUCTION.
_
18, CIRCULATION AREAS SHALL BE DESIGNED SO THAT VEHICLES CAN PROCEED SAFELY WITHOUT POSING A DANGER TO PEDESTRIANS OR OTHER VEHICLES AND WITHOUT INTERFERING WITH PARKING AREAS.
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19. VEHICLE ACCOMMODATION AREA SURFACES SHALL BE KEPT IN GOOD CONDITION (FREE FROM POTHOLES, EROSION, DUST, ETC.).
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20. NO OBSTRUCTIONS ARE ALLOWED WITHIN THE 10'X70' SIGHT DISTANCE TRIANGLES LOCATED AT DRIVEWAY EXITS
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21. VEGETATIVE BUFFERS ARE TO BE LEFT IN THEIR NATURAL STATE AND UNDISTURBED.
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22. PRIOR TO ANY FINAL PLANNING APPROVAL:
I. SUBMIT ACTUAL AS -BUILT PLAN FOR ALL STORMWATER MANAGEMENT FACILITIES OR PRACTICES AFTER FINAL CONSTRUCTION COMPLETE*
SITE NOTES: VICINITY M A P
\
II. EXECUTE AND RECORD WITH THE REGISTER OF DEEDS A STORMWATER MANAGEMENT FACILITY OPERATION AND MAINTENANCE AGREEMENT PER§249.*
\
III. SUBMIT WRITTEN FINAL INSPECTION APPROVAL FOR DRIVEWAY AND ENCROACHMENTS FROM NCDOT*
NOT TO SCALE
IV. WHENEVER A DEVELOPER INSTALLS ANY PUBLIC UTILITY LINE, THE DEVELOPER SHALL AFTER INSTALLATION IS COMPLETE, AND BEFORE ACCEPTANCE OF ANY WATER OR SEWER LINE, FURNISH THE TOWN WITH A COPY OF AN AS -BUILT DRAWING THAT SHOWS
1. PROPERTY INFORMATION
THE EXACT LOCATION OF SUCH UTILITY LINES.
V. SUBMIT WRITTEN FINAL INSPECTION APPROVAL FOR PUBLIC WATER AND SEWER UTILITY INSTALLATION FROM TOWN PUBLIC WORKS & UTILITIES DIRECTOR*
OWNERS: TRUSTEES OF COMMUNITY BAPTIST CHURCH
VI. SUBMIT VOLUNTARY ANNEXATION PETITION PER UTILITY EXTENSION POLICY
PIN NUMBERS: 8752-02-56-2047
23. OBTAIN FINAL ZONING INSPECTION APPROVAL PRIOR TO USE/OCCUPANCY
PARCEL ID: 0062776
EXISTING ZONING: A-R
24. ALL TREE AND SHRUB INSTALLATION SHALL BE IN COMPLIANCE WITH APPENDIX E OF THE UDO.
SITE ADDRESS: 2575 HAMP STONE RD. SILER CITY, NC 27344
25. PARKING SPACES IN AREAS SURFACED IN ACCORDANCE WITH CONCRETE/ASPHALT SHALL BE
OWNER ADDRESSES: 2575 HAMP STONE RD. SILER CITY, NC 27344
APPROPRIATELY DEMARCATED WITH PAINTED LINES OR OTHER MARKINGS.
TOTAL SITE AREA: 29.66 ACRES.
26. ALL SIGNS SHALL BE IN COMPLIANCE WITH ARTICLE 18 OF THE UDO
27. NC EROSION LAWS ARE ADMINISTERED AND ENFORCED BY NCDEQ*
2. THE PROJECT IS LOCATED WITHIN THE TOWN OF SILER CITY LIMITS.
28. APPLICABLE BUILDING, ELECTRICAL, PLUMBING, AND HVAC CODES ARE ADMINISTERED, PERMITTED, AND ENFORCED BY THE CHATHAM COUNTY CENTRAL PERMITS AND INSPECTIONS DEPARTMENT*
29. APPLICABLE FIRE CODES ARE ADMINISTERED, PERMITTED, AND ENFORCED BY THE CHATHAM COUNTY FIRE MARSHALL*
30. STREAM DISTURBANCE APPROVAL IS REQUIRED FROM NCDEQ AND USACOE* PARCEL BOUNDARIES, TOPOGRAPHIC DATA, EASEMENTS, EXISTING WATER METER AND
SANITARY SEWER ARE SHOWN PER FIELD SURVEY PERFORMED BY SURVEY CAROLINA
31. CONTACT COUNTY WELL AND SEPTIC, REQUIRES A SEPTIC SYSTEM ABANDONMENT PERMIT FOR THE AFFECTED SYSTEM AND SETBACK COMPLIANCE THROUGH ENVIRONMENTAL HEALTH. PLLC. DATED 05-19-2022.
32. IF THERE IS NO CONNECTION TO CITY SEWER, THEN THE PROJECT MAY REQUIRE A SEPTIC EXPANSION
\ \ \ 3. PROPOSED USE: RELIGIOUS ASSEMBLY
\ \ 4. PROPOSED NUMBER OF SEATS IN NEW SANTUARY: 416
5. SETBACKS:
s \ o ROAD RIGHT OF WAY= 40 FT
PROPERTY LINES = 20 FT \�2'
\ _ 6. DISTURBED AREA: 2.87 AC.
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\ 7. PROPOSED IMPERVIOUS AREA: 56,573 SF. (1.30 AC.)
\ \ 8. NET BUA: 5.08%
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\ \ 9. HANDICAP SPACES SHALL BE INSTALLED PER ADA REQUIREMENTS.
10' ® \\ 0 10. MAXIMUM SEPARATION BETWEEN SANITARY SEWER CLEANOUTS SHALL BE 50'.
\ \ 11. OBTAIN ALL APPLICABLE PERMIT APPROVALS PRIOR TO ANY CONSTRUCTION.
8 \
\ \ 12. CONFIRM UTILITY TIE INS WITH ARCHITECTURAL DESIGN PRIOR TO CONSTRUCTION.
SSA \ \ WETLAND NOTE: 13. WATER AND SEWER UTILITY TIE IN LOCATIONS ARE SHOWN ON THIS PLAN FOR
/SS \ _ ♦ REFERENCE ONLY.
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PROPOSED ASPHALT PARKING
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1\ THERE ARE NO WETLANDS LOCATED ON SITE PER FIELD EVALUATION PERFORMED BY
\SUMMEY ENGINEERING AND LETTER SIGNED BY H. MACK SUMMEY JR. PE, DATED
JUKE 14TH, 2022. EXISTING 8" DIP
24.0
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PAVEMENT. MIN OF 4FT
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EXISTING ROADWAY
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PROPOSED FIRE
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SEE ENLARGEMENT (THIS SHEET)
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PROPOSED 6" CROSS
PROPOSED 6" ELBOW
PROPOSED 6" TO 2" REDUCER
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LIMITS OF CONSTRUCTION
PROPOSED TREELINE
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30
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I 0 1 inch = 30 ft.
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2575 HAMP STONE ROAD
SILER CITY, NC 27344
CONTACT: PASTOR MARK AGAN
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EXISTING UTILITY POLE
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER LINE
SETBACK LINES
EXISTING FIRE HYDRANT
PROPOSED SANITARY SEWER MANHOLE
EXISTING WATER LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LIMITS OF CONSTRUCTION
PROPOSED TREELINE
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GRAPHIC SCALE
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( IN FEET )
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EXISTING WATER LINE
EXISTING MAJOR CONTOUR
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PROPOSED MINOR CONTOUR
LIMITS OF CONSTRUCTION
PROPOSED TREELINE
EXISTING TREELINE
GRAPHIC SCALE
0 10 20 40
( IN FEET )
1 inch = 20 ft.
OWNER:
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COMMUNITY BAPTIST CHURCH
2575 HAMP STONE ROAD
SILER CITY, NC 27344
CONTACT: PASTOR MARK AGAN
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PAVING NOTES:
1. ALL AGGREGATE BASE (ROADWAY, CURB,
SIDEWALK) SHOULD BE 95% COMPACTED
UNLESS DIRECTED OTHERWISE BY A
GEOTECHNICAL ENGINEER.
2. CONTRACTOR TO VERIFY WITH OWNER THE
EXTENTS OF RE —PAVING OR PAVEMENT
REMOVAL AND REPLACEMENT.
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25'
100' MIN. OR 4X CIRCUMFERENCE OF
LARGEST TIRE (WHICHEVER IS GREATER)
4" MIN. EXISTING
4" MIN. PAVEMENT
EXISTING
GROUND
EXISTING
GROUND
2"-3" CLEAN STONE
SIDE ELEVATION
100' MIN. OR 4X CIRCUMFERENCE OF LARGEST TIRE (WHICHEVER IS GREATER)_
25' MIN. SILT FENCE, F
OR CONSTRUCTION FENCE
RETURNS EACH SIDE i
PLAN VIEW
10' MIN. OR
25' RADIUS
EXISTING
PAVEMENT
10' MIN. OR
25' RADIUS
CONSTRUCTION SPECIFICATIONS
1. STONE - USE COARSE AGGREGATE (2-3 INCH STONE)
2. LENGTH - AS EFFECTIVE, BUT NOT LESS THAN 100 FEET
3. THICKNESS - NOT LESS THAN EIGHT(8) INCHES
4. WIDTH - NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS
5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED,
IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS
INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE
PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE. THROUGH
USE OF SAND BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS.
6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS
MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND
AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL
SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHT-OF-WAY
MUST BE REMOVED IMMEDIATELY.
TEMPORARY CONSTRUCTION ENTRANCE
NTS
ni iTi rT ruin
NOT INCLUDED WITH SKIMMER NOTE: INLET SCREEN
SUPPLIED BY USER SCH 40 PIPE VARIES ON LARGER SKIMMERS
SEE CALCULATIONS FOR SKIMMER SIZE
SKIMMERS TO BE FAIRCLOTH SKIMMERS OR APPROVED EQUAL.
SKIMMER DETAIL
NTS
WIRE OR ZIP TIES
MIN. STRENGTH OF
50 PSI
METAL FENCE POSTS
1.25 LB/LF MIN REINFORCING WIRE FENCE
MINIMUM 14 GAUGE WIRE
MAX. MESH SPACING OF 6"
SILT —FENCE
OVER HOG WIRE SILT FENCE
■ 1.0 FT. ■
MIN.
FRONT VIEW
VARIES (SEE PLAN)
4' MAX METAL FENCE POSTS
CLASS B 1.25 LB/LF MIN
RIP RAP
O��,,��SILT )900000onoOOoOnoo no onno F FENCE
SILT
FENCE
ALL STONE TO J L NCDOT #5 OR
BE PLACED AT #57 WASHED
A 2:1 SLOPE WIRE OR ZIP TIES STONE
MIN. STRENGTH OF
50 PSI
TOP VIEW
MAINTENANCE REQUIREMENTS:
- 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 PROMPTLY.
- REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE
CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
- REMOVE ALL FENCING MATERIAL AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE
AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS
BEEN PROPERLY STABILIZED.
NOTE:
- REFER TO SILT FENCE DETAIL FOR MORE INFORMATION.
SILT FENCE STONE OUTLET
N.T.S.
PLAN VIEW
STEEL POST
STAKE TO 4' O.C. TYP.----2 /
SUPPORT WIRE, TYP.
SUPPORT ROPE OR WIRE TO
PREVENT SAGGING
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IA
,..........................
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STEEL POST MIN. 24" IN_,` COIR MESH OR SIMILAR,
GROUND BELOW BOTTOM STAPLED OR TRENCHED
OF SED. TRAP SECTION ' X' INTO BOTTOM OR SIDE, TYP.
BAFFLES MADE OF 700 G/M COIR EROSION BLANKET
SIMILAR TO AND INSTALLED AS SEDIMENT FENCE. TYP OF
3 EA. BASIN, (2 IF BASIN IS 20' OR LESS IN LENGTH.)
SKIMMER WITH
IV,/ RETRIEVAL ROPE
CROSS SECTION
NOTE:
SIZE SHOWN IS WATER VOL.
W/RECOMMENDED SURFACE
AREA.
NOTE:
ALL SEDIMENT TRAPS SHALL BE CLEANED OUT
AFTER EACH SIGNIFICANT STORM. REPLACE
STONE AND FILTER STONE AS MAY BE
REQUIRED TO REFURBISH EACH SEDIMENT TRAP.
TEMPORARY SEDIMENT TRAP w/ SKIMMER
N.T.S.
GENERAL NOTES/MAINTENANCE REQUIREMENTS
1. AREA UNDER EMBANKMENT TO BE CLEANED, GRUBBED AND STRIPPED OF ANY
VEGETAION AND ROOT MAT.
2. FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER
WOOD/VEGETATION AS WELL AS OVER -SIZED STONES, ROCKS, ORGANIC
MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE
COMPACTED IN NOT GREATER THAN 9" LIFTS BY TRAVERSING WITH
EQUIPMENT.
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO IT ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN
DEPTH OF THE TRAP. THIS DEPTH SHALL BE MARKED IN THE FIELD.
4. REMOVED SEDIMENT SHALL BE PLACED IN A DESIGNATED DISPOSAL AREA AND
PROTECTED AGAINST EROSION.
5. THE WEIR MUST BE CONSTRUCTED LEVEL AND TO GRADE TO ASSURE DESIGN
6. STONES SHALL BE MACHINE PLACED AND SHOULD BE HARD, ANGULAR AND
WEATHER RESISTANT.
7. EMERGENCY SPILLWAY SHALL BE DIRECTED TO NATURAL, STABLE AREAS
8. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER.
9. ALL DISTURBED AREAS SHALL BE STABILIZED IMMEDIATELY UPON
COMPLETION OF CONSTRUCTION OF THE BASIN.
10. TRAP SHALL BE INSPECTED REGULARLY AND AFTER EACH RAINFALL WITH
REPAIRS MADE AS NECESSARY.
#67 FILTER
STONE
RIP —RAP PLACED
AROUND PIPE INLET
CLASS "A"
12"MIN RIP RAP FILTER STONE
SECTION
PLAN
RIP —RAP INLET PROTECTION STRUCTURE
N.T.S.
PIPE OUTLET TO FLAT,
NON -DEFINED CHANNEL
PIPE OUTLET TO
WELL-DEFINED CHANNEL
I III III III II��I ai•b.•I.♦ ?.�.�.!
I II II 1= = II - .•.•.
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II II 11.,:11=11=II=11= II II II q=� II. I�. �I II _ I1-11v
N.T.S.
WITH LINER. NO GRAVEL APPROACH
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
10'-0" MIN.
A
0 CD C D 0 0 SANDBAGS (TYP.)
OR STAPLES
Z 0 O/_ 10 MIL
1:1 PLASTIC SANDBAGS (TYP.)
q 0 SIDE SLOPE LINING OR STAPLES
o (TYP.)
O 0 M
0 0 Cp 0 0 = ,,.,,.,, oZXQ
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CLEARLY MARKED SIGNAGE SECTION A -A
CONCRETE NOTING DEVICE (18"X24" MIN.)
WASHOUT NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES
75% OF THE STRUCTURES CAPACITY.
PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
CONCRETE WASHOUT DETAIL
NTS
NTS
METAL FENCE POSTS
1.25 LB/LF MIN
REINFORCING WIRE FENCE
MINIMUM 14 GAUGE WIRE
MAX. MESH SPACING OF 6"
SILT FENCE FABRIC-----------,j
ATSM 6461 OR EQUIV.
WIRE OR ZIP TIES
18"-24"
MIN. STRENGTH OF
2.
5'
MIN
50 PSI
q FLOW
-coj
I H "
BACKF LL TRENCH �-- -I
24" MIN
AND COMPACT
THROUGHLY
SECTION
CROSS
8' MAX W WIRE FENCE
6' MAX W/O WIRE FENCE
WIRE FENCE
`SILT FENCE
FABRIC
i
r
-------------------
� r
KEY IN 8" DOWN
AND 4" FORWARD
WIRE OR
ZIP TIES EXISTING
GRADE
MAINTENANCE REQUIREMENTS:
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 PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE
NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE
FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIAL AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
TEMPORARY SILT FENCE
NTS
5-0 MIN
' 7�' Yam' lam' l "�-.♦'�.1'}������ ♦' �,1'�-��-��.ti� .-. �' Yam' Yam' +� � '
414
i
.��.-
NORTH AMERICAN GREEN S150
OR EQUAL FOR TEMPORARY LINING
CLEAN WATER DITCH
NTS
PEPMANE-N T SEEDING
DEFINI TION
Seeding disturbed areas with perennial grasses and (or) legumes to provide a
permanent vegetative cover to lessen runoff and soil erosion.
To lessen soil erosion and permanently stabilize disturbed areas created by
grading of construction sites.
CONDITIONS WHERE PRACTICE APPLIES
All bare soil areas on construction sites which are not covered by structures
or other erosion control devices.
PREPARA TION
Prepare seedbed by ripping, chiseling, harrowing or plowing to depth of six
inches so as to produce a loose, friable surface. Remove all stones,
boulders, stumps or debris from the surface which would prohibit germination
or plant growth. Spread topsoil in a layer J" — 6" depth.
Incorporate into the soil 800 to 1,000 pounds of 10-10-10 fertilizer plus 500
pounds of twenty percent (209) superphosphate per acre and two tons of
dolomitic lime per acre unless soil tests indicate that a lower rate of lime
can be used.
Mulch after seeding with 1.5 tons of grain straw per acre and either crimp
straw into soil or tack with liquid asphalt at 400 gallons per acre or
emulsified asphalt at J00 gallons per acre.
PLANTS & MIXTURE
PLANTING RA TE/ACRE
PLANTING DATES
Tall Fescue
100-150 lbs.
Aq. 15 — Oct. 15
(Low Main ten an ce)
Feb. 15 — May 1
Tall fescue
200-250 lbs.
Aug. 15 — Oct. 15
Waterways and
Feb. 15 —May 1
Lawns (High Maint.)
Blend of two turf—
200-250 lbs.
Aug. 15 — Oct. 15
type tall Fescues
Feb. 15 — May I
(909) and two or
more improved
Ken tucky bluegrass
varieties (10q)
(high maintenance)
Tall Fescue
100 lbs.
Feb. 15 — May I
and
and
Aug. 15 — Oct. 15
Kobe or Korean
20-25 lbs.
Lespedeza
Tall Fescue
50 lbs./acre
No v. 1 — Feb. 1
(Unscarified)
Tall Fescue and
60 lbs.
July and August
German Mille t or
and
Sudan grass 2
30 lbs.
Tall Fescue
70 lbs.
No v. 1 —Jan. JO
and
and
Ryegrain 2
25 lbs.
Common Bermudagrass
8 lbs. (hulled)
April 15 — June JO
15-20 lbs. (unhulled)
Feb. 1 — March JO
1 For spring seedings, use
Scarified Lespedeza seed. For late fall and
winter seedings, use unscarified seed.
2 Annuals such as Millet, Sudangrass and Rye grain must be kept
at 10-12"
maximum h eigh t.
PERMANENT GROUNDCO VER
Permanent groundcover is
to be provided for all disturbed areas
within 15 working days
or 90 calender days (whichever is shorter) following completion of construction
or de velopm en t.
TEMPORARY SEEDING SPECIFICATIONS
PIEDMONT REGION
Application Rates (lb/ac)
Recommended
Species
10-10-10
Agriculural
Straw
Seeding Dates
Seed
Fertilizer
Limestone
Jan. 1 — May 1
Winter Wheat
Annual Lespedeza
120
50
750
2,000
4,000
(Kobe)
May 1 — Aug 15
German Millet
40
750
2,000
4,000
Aug 15 — Dec 30
Ryegrain
120
1,000
2,000
4,000
COMPACTED SOIL
OR STONE I 2' MIN.
3:1 max(stone)
FLOC
.�' '•�:' =� ',-"�=�.'-;�:;;;:..; 18" MIN.
6' TYP
I 9' TYP(stone)
CONSTRUCTION SPECIFICATIONS
REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER
OBJECTIONAL MATERIAL.
ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN
REQUIREMENTS.
ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE
DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE
REGRADING AND CLEANOUT.
VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL
REMAIN IN PLACE LESS THAN 30 WORKING DAYS.
MAINTENANCE
INSPECT TEMPORARY DIVERSION 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 REPAIRS AS
NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE
RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL END
APPROPRIATELY STABILIZE IT.
TEMPORARY DIVERSION DITCH
NTS
Know what's below.
Call before you dig.
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