SW5190901_9 - 2019-09-17 Civil Plans - Deliverance_9/27/2019

CIVIL SITE DEVELOPMENT PLANS
FOR
US HWY 64
CHATHAM COUNTY - SILER CITY - NORTH CAROLINA
CHAUDHRY
��- HALAL MEAT
CAROLINA
STOCKYARD
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PROJECT SITE
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WNCA RADIO
STATION
US HWY 64
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DIRECTIONS: FROM INTERSECTION OF US HWY 64 AND GREENSBORO AVE. IN SILER CITY HEAD WEST ON US
HWY 64 FOR 1.7 MILES. THE PROJECT SITE WILL BE ON THE RIGHT JUST PAST WNCA RADIO STATION.
VICINITY MAP
SCALE: 1 "=1,000'
PROJECT NO.: E-S09 /
SEPTEMBER 2019
Q
p 6447 -
NG I N E�
�ummcg LI-i9ineeringAssociates, PLLC
Lngincen-ng - Land
f' o. E:) ox 9 68
Asheboro, NC 2J20-1-
pb: C336) 328-0902 fx: C336) 328-0922
email. mack0summeyengineering.com
SHEET INDEX
C-0 COVER SHEET
C-1 GENERAL NOTES
C-2 EXISTING CONDITIONS
C-3 PROPOSED SITE AND UTILITY
C-4
EROSION
CONTROL PLAN
C-5
GRADING
PLAN
C-6
EROSION
CONTROL DETAILS - 1
C-7
EROSION
CONTROL DETAILS - 2
C-8 STANDARD DETAILS
C-9 LANDSCAPE PLAN
C-10 LANDSCAPING DETAIL
C-11 SANITARY SEWER DETAIL
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, PLLC, 154, S. FAYETTEVILLE ST. SUITE B, ASHEBORO NC 27203. PHONE: [phone]
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, ETC., 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 COMPANY.
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. CLEANOUTS SHALL BE
8.
THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL DUE TO CONSTRUCTION
PLACED AT 75INTERVALS
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
INITIATIVE AND AT NO EXTRA COST SHALL HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO
ALL 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.
ONLY SEWAGE NOT CONTAINING GREASE IS ALLOWED TO BYPASS THE GREASE TRAP.
LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING.
19.
WATER PIPING SHALL BE CONNECTED TO BUILDING STUBS, VERIFY LOCATIONS PRIOR TO BEGINNING WATER PIPE INSTALLATION.
11.
SEEDING TO BE INSTALLED TO NCDEQ REQUIREMENT & STANDARD PRACTICES.
20.
WASTE PIPING SHALL BE CONNECTED TO BUILDING STUBS, VERIFY LOCATIONS AND INVERTS PRIOR TO BEGINNING ANY WASTE PIPE INSTALLATION.
12.
PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND
21.
ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF SILER CITY PUBLIC WORKS AND CROSS CONNECTION CONTROL, REGULATIONS AND
APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR
STANDARDS.
HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY
22.
SITE UTILITY CONTRACTOR TO PROVIDE WATER AND SANITARY SEWER TO WITHIN 5 FEET OF THE BUILDING, CONTRACTOR SHALL COORDINATE SITE PLAN
AUTHORITIES. FAILURE OF THE CONTRACTOR TO FOLLOW THIS PROCEDURE SHALL CAUSE THE CONTRACTOR TO ASSUME FULL
CONNECTIONS WITH THE ARCHITECTURAL BUILDING PLANS.
RESPONSIBILITY FOR ANY SUBSEQUENT MODIFICATION OF THE WORK MANDATED BY ANY REGULATORY AUTHORITY.
23.
SANITARY CLEANOUTS SHALL BE PLACED NO MORE THAN 75 FEET APART. CLEAN OUTS LOCATED IN PAVEMENT AREAS SHALL HAVE A HEAVY DUTY
13.
VISIT SITE AND BRING TO THE ENGINEER'S ATTENTION IN WRITING ANY PROBLEMS OR DISCREPANCIES WITH THE SITE OR
TRAFFIC RATED CONSTRUCTION.
24.
CONNECTION OF SANITARY SEWER SERVICE TO AN EXISTING MANHOLE SHALL COMPLY WITH THE CITY OF ASHEBORO PUBLIC WORKS STANDARDS, INCLUDING:
PROJECT PRIOR TO CONSTRUCTION.
CORE DRILL FOR OPENING INTO MANHOLE AND INSTALL WITH FLEXIBLE BOOT. IF PAVEMENT CUT IS REQUIRED, CONTRACTOR SHALL PATCH PAVEMENT WITH
14.
CHECK ALL "VERIFY" DIMENSIONS NOTED ON PLANS. REPORT ANY DISCREPANCIES TO THE ENGINEER IN WRITING PRIOR TO
A SECTION TO MATCH EXISTING PAVEMENT
ANY FURTHER CONSTRUCTION.
25.
ALL WORK SHALL BE GOVERNED BY THE LATEST EDITIONS OF THE STATE MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, BUILDING CODE, ENERGY
15.
USE THE ARCHITECT'S DRAWINGS FOR BUILDING DIMENSIONS.
CONSERVATION, HANDICAPPED ACCESSIBILITY, NATIONAL ELECTRICAL CODES, AND NATIONAL FIRE PROTECTION ASSOCIATION CODES AS APPLICABLE AND AS ADOPTED
BY THE AUTHORITIES HAVING JURISDICTION AND LATEST VERSION OF NC DOT POLICIES & PROCEDURES FOR ACCOMMODATING UTILITIES ON HIGHWAY
RIGHTS -OF -WAY.
26.
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.
27.
CONTRACTOR SHALL CALL 811 AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE UTILITIES LOCATED. CONTRACTOR SHALL
CONTRACTOR NOTES:
CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENTLY.
28.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR RELOCATION OF ALL EXISTING UTILITIES IN COORDINATION WITH THE APPROPRIATE UTILITY,
1.
ALL DIMENSIONS AND RADII ARE OUTSIDE FACE OF BUILDING OR TO FACE OF CURB, OR TO THE CENTER OF
AGENCY, OR COMPANY.
STRUCTURES SUCH AS INLETS, SIGN POSTS, ETC., UNLESS OTHERWISE NOTED.
29.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ACTUAL LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE FIELD PRIOR
2.
CONTACT ENGINEER FOR OBSERVATION OF CONSTRUCTION RELATED TO REQUIRED FEDERAL, STATE, OR LOCAL
TO GROUND BREAKING.
CERTIFICATIONS INCLUDING BUT NOT LIMITED TO PROOF ROLL AND ASPHALT PLACEMENT. PROVIDE 24 HOUR NOTICE TO
30.
ALL UTILITIES MUST BE LOCATED UNDERGROUND AND COORDINATED WITH THE TOWN OF SILER CITY OR LOCAL UTILITY COMPANY.
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 TOWN OF SILER
CITY AND ARCHITECT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. CONTRACTOR SHALL CALL 811 48 HOURS
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION.
8.
CONTRACTOR SHALL NOTIFY THE TOWN OF SILER CITY PUBLIC WORKS PRIOR TO ANY CONSTRUCTION ON STREET
RIGHTS -OF -WAY 919-742-4732.
9. ANY CONSTRUCTION WITHIN THE TOWN OF SILER CITY RIGHTS -OF WAY ARE TO BE IN ACCORDANCE WITH THE TOWN OF
SILER CITY STANDARDS AND SPECIFICATIONS REGARDING MATERIALS, INSTALLATION, AND TESTING, UNLESS OTHERWISE IN
THE CONTRACT DOCUMENTS. ANY CONSTRUCTION WITHIN THE RIGHT-OF-WAY SHALL BE
10. 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.
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N OTES:
1. PROPERTY LINE, EXISTING ROADWAYS, UTILITIES, TOPOGRAPHIC DATA, AND
PERENNIAL STREAM TOP OF BANKS ARE SHOWN PER FIELD SURVEY PERFORMED BY
SURVEY CAROLINA, PLLC OF ASHEBORO, NC 336-625-8000.
2. ALL WETLANDS LOCATIONS AND STREAMS ARE SHOWN PER FIELD SURVEY AND
WETLAND DELINEATION REPORT PROVIDED BY PILOT ENVIRONMENTAL DATED APRIL
5TH, 2019.
3. THE ENTIRE PARCEL IS VACANT AND CURRENTLY WOODED.
DRAWING LEGEND
EXISTING
PROPOSED
— —
PROPERTY LINE
ADJOINING PROPERTY LINE
MAJOR CONTOUR
MINOR CONTOUR
SETBACK LINE
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Sheet No.

20' SIDE SETBACK t-1
DRAWING LEGEND
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116" SUBGRADE COMPACTED 100% E
CONCRETE PAVEMENT SECTION
NOT TO SCALE
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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.*
&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
►111mato] Iall
1. PROPERTY INFORMATION
OWNER: DELIVERANCE CHURCH OF CHRIST
PIN NUMBER: 8752-03-32-2844
PARCEL ID: 0013065
PARCEL SIZE: 7.18 AC
ZONING: A-R
LAND USE: VACANT
SITE ADDRESS: 18020 US 64 WEST, SILER CITY, NC 27344
OWNER ADDRESS: 17935 US HWY 64, SILER CITY, NC 27344
2. THE PROJECT IS LOCATED WITHIN SILER CITY ETJ.
3. PARCEL BOUNDARIES, TOPOGRAPHIC DATA, EXISTING ROADWAYS AND SANITARY
SEWER ARE SHOWN PER FIELD SURVEY PERFORMED BY SURVEY CAROLINA, PLLC.
4. EXISTING STREAM IS SHOWN PER CHATHAM COUNTY GIS.
5. ALL EXISTING TREELINES AND EXISTING BUILDING LOCATED ON ADJOINING PARCELS
HAVE BEEN ESTIMATED PER AERIAL IMAGERY.
6. PARKING REQUIRED: 1 SPACE PER 4 SEATS
120 SEATS PROVIDED
30 REQUIRED SPACES (INCLUDING 2 HANDICAP SPACES)
30 SPACES PROVIDED (INCLUDING 2 HANDICAP SPACES)
7. SETBACKS: FRONT= 40 FT; SIDE & REAR= 20 FT.
8. TOTAL SITE AREA: 288,008 SF (6.61 AC)
9. DISTURBED AREA: 71,177 SF (1.63 AC)
10. EXISTING IMPERVIOUS: 0 SF (0.00 AC)
11. PROPOSED IMPERVIOUS: 20,011 SF (0.459 AC)
12. PROPOSED % IMPERVIOUS AREA: 6.95%
13. HANDICAP SPACES SHALL BE PAVED WITH CONCRETE PAVING PER DETAIL ON THIS
SHEET.
14. MAXIMUM SEPARATION BETWEEN SANITARY SEWER CLEANOUTS SHALL BE 75'.
15. DISTURBANCE INSIDE STREAM BUFFER FOR SEWER CONNECTION : 1,246 SF
16. MAXIMUM BUILDING HEIGHT: 30'
17. THERE IS NO PROPOSED OUTDOOR LIGHTING AT THIS TIME.
0' 20' 40' 60'
DRAWING SCALE
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Sheet No.
i

EROSION CONTROL NOTES
SEDIMENT BASIN #1 - SKIMMER I 1. AT ALL TIMES DURING CONSTRUCTION, THE NC DEMLR SELF INSPECTION AND MONITORING FORM MUST BE KEPT ON SITE AND UP TO DATE. THE FORM
SURFACE AREA REQ'D= 2 268 SF - -
` CAN BE OBTAINED AT HTTP: //DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY MINERAL -LAND RESOURCES/
/ I I 1 / VOLUME REQ'D= 2,376 CF EROSION-SEDIMENT-CONTROL/FORMS
SURFACE AREA PROV'D= 2,584 SF I
61 CF 2. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED AT LEAST ONCE PER 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL
SKIMMER SIZE: 1.5" I EVENT GREATER THAN 0.5 INCHES PER 24 HOUR PERIOD.
�
DEPTH=2' I / 3. ALL STORMWATER DISCHARGE OUTFALLS (SDO S) MUST BE INSPECTED AT LEAST ONCE PER 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL
SPILLWAY ELEV=592' EVENT GREATER THAN 0.5 INCHES PER 24 HOUR PERIOD.
SPILLWAY WIDTH = 10' I 4. GROUND STABILIZATION MUST BE RECORDED AFTER EACH PHASE OF GRADING. REFER TO GROUND STABILIZATION CRITERIA TABLE ON THIS PAGE FOR
><� / �V TOP OF DAM ELEV 593.5' / STABILIZATION TIME FRAMES. FOR TEMPORARY AND PERMANENT SEEDING, FERTILIZATION, AND MULCHING RATES REFER TO THE TABLES PROVIDED ON
\ TOP OF DAM WIDTH = 5' / �5 EROSION CONTROL DETAILS SHEET.
BOTTOM ELEVATION = 590'
/ 5. CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO AVOID THE SILTING OF STREAMS, LAKES OR OTHER WATER COURSES DUE TO THE
SEED AND STABILIZE ALL ( I I CONSTRUCTION OF THIS PROJECT.
BASIN SIDESLOPES WITH / 6. EFFECTIVE EROSION CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE COMMENCEMENT OF CLEARING, GRADING, EXCAVATION, OR OTHER
\ ✓ N.A.G. SC150 OR EQUIV. \ ■ ■ TEMPORARY SILT FENCE /
� \ l� � � � � ■ � � X X-I � STONE OUTLET (TYP.) / / OPERATIONS THAT WILL DISTURB THE NATURAL PROTECTION. THE EROSION CONTROL DETAILS SHOWN HEREIN ARE FOR THE CONTRACTOR'S REFERENCE.
is / THE DETERMINATION OF WHICH DETAIL IS APPLICABLE AS THE WORK PROGRESSES SHALL BE AS SHOWN ON THE PLANS OR MADE BY THE ENGINEER.
SEED AND STABILIZE ALL L /^ ■ ■ / I / 7. ALL DITCHES SHALL BE STABILIZED AS SOON AS PRACTICAL TO MINIMIZE EROSION.
\ \ DISTURBED DITCH AREAS /
\ / WITH N.A.G. SC150 OR EQUIV. ■ ■ / \ 8. THE CONTRACTOR SHALL REFER TO THE DETAILED SPECIFICATIONS FOR A DESCRIPTION OF ADDITIONAL EROSION CONTROL REQUIREMENTS.
\ / ' ■ � ■ � / � � ��, / �/ �
\ \ _■� �_ Z / I 9. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN A GOOD, WORKING STATE OF REPAIR UNTIL THEIR USE IS NO LONGER
J WARRANTED. AT THAT TIME, THE EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF SO AS TO CAUSE NO STREAM SILTATION.
DIVERSION ■ r� ■ ■ �, \ 10' \ / o, /J 10. THE TOTAL DISTURBED ACREAGE FOR THIS PROJECT IS 2.0 ACRES.
DITCH #1 i ■ 591 56 595 " • / 11. LOCATION OF SILT FENCE OUTLETS MAY BE ADJUSTED PER FIELD CONDITIONS AS NEEDED. ADDITIONAL SILT FENCE STONE OUTLETS MAY BE ADDED IF
23' ( / ) / I/, NEEDED.
596 597 L I � � • 3:1 SLOPE / w
598 X i i // CONSTRUCTION SEQUENCE
/ { ( 59_ 597 L() : / \ 1. THE CONTRACTOR SHALL CONDUCT SELF -INSPECTIONS OF THE EROSION AND SEDIMENTATION CONTROL MEASURES AND COMPETE THE
\ \ TEMPORARY r 00 FOLLOWING COMBINED SELF -INSPECTION FORM FOUND ON THE DEMLR WEBSITE
STOCKPILE/STAGING \ ` \>116' I CD / HTTPS://FILES.NC.GOWN CDEQ/ENERGY%20MINERAL%20AND%20LAND%20RESOURCES/STORM WATER /NPDES%20GENERAL%20PERMITS/
AREA x o \ 60DEMLR-CSW-MONITORING-FORM-REV-APRIL-1-2019.PDF. TWELVE MONTHS OF COMPLETE INSPECTION FORMS SHALL BE KEPT ON -SITE AND 0 % 4WIDE ENTRY
l ' / � o � / AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS RECOMMENDED A COPY BE KEPT IN A PERMITS BOX." (GS113A-54.1 (E), 15A NCAC
601 I
i I � � 5' LONG X 6' EXIT RIP 04B.0131, NCG01 SECTION IIB (3))HH
J \ :1 SLOPE x / 'A RAP APRON
/ ( �p C / 12" THICK 2. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED BEFORE ANY LAND DISTURBING
f 602 ■ / ACTIVITIES OCCUR. A COPY OF THE E&SC PERMIT, THE COC, AND A HARD COPY OF THE PLAN MUST BE KEPT ON SITE, PREFERABLY IN A
I 1 p \ IX ■ / / PERMITS BOX, AND ACCESSIBLE DURING INSPECTION.
p i N 3. SELF -INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR
O O I I �p 590 � ■ / / / DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO
/ O 591 ■ / / MAINTAIN MEASURES AS DESIGNED. ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN. A
I / �' RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING
592 I N ■ '�/ �/ �/
l �p _ / ) - 4. WHEN THE PROJECT IS COMPLETE, THE PERMITTEES SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN." AFTER DEMLR INFORMS THE
TOP 0 �A� m / PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC
NOTICE OF TERMINATION (E-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS BEEN FILLED OUT.
An 5. OBTAIN LAND DISTURBANCE PERMIT FROM NCDEQ, AND ALL OTHER APPLICABLE PERMITS FROM FEDERAL, STATE AND LOCAL AGENCIES..
6. NCDEQ LAND QUALITY SECTION 919-971-4200 AND THE TOWN OF SILER CITY 919-742-4731 AT LEAST 5 BUSINESS DAYS PRIOR TO
r n
p X COMMENCING LAND DISTURBING ACTIVITIES TO SCHEDULE APRE-CONSTRUCTION MEETING.
�� p p ^p 1 > I ■ ■ I \ 7. CALL NC ONE CALL TO LOCATE ALL EXISTING UTILITIES PRIOR TO ANY LAND DISTURBING ACTIVITIES. IF ANY UTILITIES ARE IN CONFLICT WITH
8 ) 40 0 S F a ` ,l PLANS CONTACT THE ENGINEER.
1 ^ p l
\ ` ,8. CLEAR AND GRUB NECESSARY AREAS AND INSTALL TEMPORARY CONSTRUCTION ENTRANCE AND ASSOCIATED DRIVEWAY PIPE WITH ROCK INLET
CHURCH M] EXISTING TREELINE PROTECTION AND RIP RAP APRON.
p p
( F F E - 6 0 2 . �p p > .� 1 (T) 9. STABILIZE ANY DISTURBED AREAS.
10. CLEAR AND GRUB NECESSARY AREAS TO INSTALL PERIMETER EROSION CONTROL MEASURES.
© I / I 1 I 11. INSTALL ALL PERIMETER SILT FENCE AND SILT FENCE STONE OUTLETS.
/ I 1 12. INSTALL SEDIMENT BASIN #1 WITH SKIMMER AND ASSOCIATED COIR FIBER BAFFLES.
� � I TEMPORARY � p c I � � O \ I \ \ 13. INSTALL TEMPORARY STOCKPILE AREA PER PLANS AND ENSURE SILT FENCE IS INSTALLED AT THE PERIMETER OF THE STOCKPILE/STAGING
�q CONCRETE C /� AREA.
WASHOUT p \ r m 1
14. 1 �U INSTALL PERMANENT DIVERSION DITCHES #1 AND #2 WITH ASSOCIATED TEMPORARY 15" HDPE PIPE. INSTALL ROCK INLET PROTECTION AND RIP
O s p ��p I RAP APRON AT TEMPORARY HDPE PIPE OUTLET. STABILIZE PERMANENT DIVERSION DITCHES AND LINE WITH N.A.G. SC150 MATTING OR
\ / Cfl ; pGO� Co p 1 I I EQUIVALENT.
I W \ 15. INSTALL ROCK CHECK DAMS PER PLANS AND NCDEQ SPECIFICATIONS. .
� p ( In
602 p \ x' \ I 16. CLEAR AND GRUB THE REMAINDER OF THE SITE.
L i p rn I
a� e �� p � \ I ) 17. INSTALL CONCRETE WASHOUT PER PLAN DETAIL.
u ri I
a a �O� 4s. p p p I x C0 1 I 18. BEGIN GRADING OF THE SITE. ENSURE THAT SPECIAL STILLING BASIN IS ON SITE TO DEWATER UTILITY TRENCHES IF NEEDED.
rn I JURISDICTIONAL
1� I / \ ODIITCHSI#2 J WETLANDS 19. CONTINUE GRADING OF THE SITE TO FINISHED GRADE. STABILIZE ALL DISTURBED AREAS AS SOON AS POSSIBLE WHEN FINISHED GRADE IS
a
_ J I / (TYP.) REACHED. REFER TO THE GROUND STABILIZATION CRITERIA ON THIS SHEET FOR MINIMUM STABILIZATION TIMELINES.
I
20. COMPLETE GRADING AND INSTALL ALL UNDERGROUND UTILITIES.
21. COMPLETE ALL SIDEWALK CONSTRUCTION.
a '
22. STABILIZE ALL DISTURBED AREAS OUTSIDE OF BUILDING PAD, DRIVEWAYS AND PARKING AREAS.
- _ n W i
a
RIP RAP APRON /h I , l I \ 23. INSTALL STONE BASE ON PARKING AND DRIVEWAY AREAS AND STABILIZE ALL DISTURBED AREAS.
60 \ © 4' WIDE X 6' LONG h / h�� r� \ 24. GRADE DIVERSION DITCH #2 TO PROPOSED PERMANENT STATE PER SHEET C-5 AND REMOVE TEMPORARY 15" HDPE PIPE. SEE SHEET C-5 FOR
12' THICK 'hog I l I / ADDITIONAL INFORMATION.
' •® 50 9 `HDPE PIPE TEMPORARY TEMPORARY 15" • I I 25. WHEN ENTIRE SITE IS STABILIZED AND WITH SPECIFIC APPROVAL FROM NCDEQ REMOVE ALL TEMPORARY EROSION CONTROL MEASURES.
DITCH #2 h0)
DIVERSION � , I � �/
SILT FENCE 26. STABILIZE ANY RESULTING AREAS DISTURBED AREAS. DRAWING LEGEND
•. S ��� \ } ` \ (TYP.)
I EXISTING PROPOSED
I / PROPERTY LINE
ROCK CHECK
�
( STREAM 'BUFFER /
\ DAM (TYP) �� 595 h / \ \ (TYP.) 1 ADJOINING PROPERTY LINE
�. INV=594.0 ( __600- �60g�� MAJOR CONTOUR
CLEANOUT LOCATION (TYP.) 1
-_604-___-, MINOR CONTOUR
/ \
INV=594.5' / / / I I I I / I �/ / �/ SETBACK LINE
I ■ I � I I /
PROPOSED % SS/ ■ l I %
- 6 O O \ - \ SIGN WOOD LINE
X TEMPORARY SILT FENCE
00 �
• TEMPORARY SILT FENCE STONE OUTLET
- w - _ ♦♦ _ _ SS /+, / \ O TEMPORARY ROCK CHECK DAM
- - / _ w _ TEMPORARY ROCK INLET PROTECTION
♦ - - -/ \ -S
TEMPORARY ROCK "r.` ' m \ ��•♦� ST STORM DRAIN PIPE
INLET PROTECTION T n -
- (TYP.) -■- Sg5 ��` ` �= \ S SS SANITARY SEWER LINE
© ■ ®� L _ ® SANITARY SEWER MAHOLE
(\ ■ 4.. '� _ - SB STREAM BUFFER
aw
JURISDICTIONAL STREAM
--
SEED AND STABILIZE ALL N - - - - J JURISDICTIONAL WETLANDS
DISTURBED DITCH AREAS RIP RAP APRON � �
TEMPORARY 4' WIDE X 6' LONG GROUND STABILIZATION CRITERIA
WITH N.A.G. SC150 OR EQUIV. CONSTRUCTION 12" THICK /
\ ENTRANCE \
\ l \
US 64 WEST \
C
>
-�- ZO �
M�
W
/ 0' 20' 40' 60'
SEE EROSION CONTROL DETAILS FOR SEEDING SPECIFICATIONS
DRAWING SCALE
SITE AREA
STABILIZATION
STABILIZATION
DESCRIPTION
TIMEFRAME
TIMEFRAME
EXCEPTIONS
PERIMETER DIKES, SWALES,
7 DAYS
NONE
DITCHES, & SLOPES
IF SLOPES ARE 10' OR LESS IN
SLOPES STEEPER THAN 3:1
7 DAYS
LENGTH & ARE NOT STEEPER
THAN 2:1, 14 DAYS ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES > 50 FEET
IN LENGTH
ALL OTHER AREAS WITH
14 DAYS
NONE
SLOPES FLATTER THAN 4:1
10
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Sheet No.
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59
1
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/ 1 T1
/ \ 600 cd
601
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± 8, 400 SF
CHURCH F,7,
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I( I I m 1 WETLANDS
2 Q \ I (TYP.)
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\STREAM BUFFER I
(TYP.) \ 1 I
I4" SANITARY SEWER
SERVICE LINE 1% SLOPE I
MIN COVER: 3' \ \ 1
(TYP.)
kc'
_ 6 0 0 6 �� / / I SAN. SEWER / J
— -- 6 Q -� / - S I TIE IN
= W — — - — _ s9s 8 '12'3V IA/ sS �, /� /11\ \
INV=f5931M \
— \ — — S S\
INV=f594'.:.
-
FG=597.6'—
\' \ EG=597.02' FG=597.2 cn
54 LF 15" RCP
\ DRIVEWAY PIPE \
� / EG=594.8 \
US 64 WEST \
/ N l
DRAWING LEGEND
EXISTING
PROPOSED
PROPERTY LINE
ADJOINING PROPERTY LINE
_600--
�605��
MAJOR CONTOUR
—_604____/
MINOR CONTOUR
SETBACK LINE
WOOD LINE
WATER LINE
SANITARY SEWER LINE
ST
STORM DRAIN PIPE
SANITARY SEWER MAHOLE
gB
STREAM BUFFER
JURISDICTIONAL STREAM
F
JURISDICTIONAL WETLANDS
0
�D
00
0
�(A
0' 20'
40' 60'
DRAWING
SCALE
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Sheet No.
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d
L
VENT--/ COMPACTED
SOIL
FLOAT
OUTLET END O EXISTING
CONNECTED TO GRADE
STORM STRUCTURE e
j INLET SCREEN/DOOR'
BARREL PIPE OR "ARM" ORIFICE INSIDE
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
PIPE OUTLET TO FLAT,
NON -DEFINED CHANNEL
NTS
NOTES
1. La IS THE LENGTH OF RIPRAP
APRON
2. d=1.5 TIMES THE MAXIMUM
STONE DIAMETER BUT NOT LESS
THAN 6".
3. IN A WELL-DEFINED CHANNEL
EXTEND THE APRON UP ON THE
CHANNEL BANKS TO AN
ELEVATION OF 6" ABOVE THE
MAXIMUM TALLWATER DEPTH OR
TO TOP PF THE BANK,
WHICHEVER IS LESS.
La 4. A FILTER BLANKET OR FILTER
FABRIC SHOULD BE INSTALLED
� o BETWEEN THE RIP -RAP AND
PIPE OUTLET TO
WELL-DEFINED CHANNEL
II 1,=1 II Il all .�.y.y.� ������ • L, ,II; ,II, "� '!� �,
°I°I[ II�II°IIu
II II II Ii i c II II III; II
II'IL=IL=IL=L=L=II- II:'L'L'Ihr,9IL-IIL=L=II=IIr
N.T.S.
OUTLET
do
Lo
W
d5o
dMAX
d
1 2" DIP
3'
8'
6.5'
0.2'
0. 4'
0. 5'
15" RCP
3.75'
8'
7'
0.2'
0. 4'
0. 5'
6" PVC
1.5'
3'
1.7'
0.2'
0. 4'
0. 5'
METAL FENCE POSTS
1.25 LB/LF MIN
REINFORCING WIRE FENCE
MINIMUM 14 GAUGE WIRE
MAX. MESH SPACING OF 6"
SILT FENCE FABRIC
ATSM 6461 OR EQUIV.
WIRE OR ZIP TIES
MIN. STRENGTH OF
50 PSI
.FLOW
BACKFILL TRENCH
AND COMPACT
THROUGHLY
18"-24" 1
5'
4» 124" MIN
I
OWN
CROSS SECTION
8' MAX W WIRE FENCE
6' MAX W/O WIRE FENCE
WIRE FENCE
FABRIC FENCE
2' MIN.
1 ?s'7
AP' `Sips S
l pA�
„B»
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. ENSURE DIVERSION
IS STABILIZED WITHIN 7 DAYS OF CONSTRUCTION.
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.
DESCRIPTION
"A" FT DEPTH
"B" FT BOTTOM WIDTH
LINER
PERM. DIVERSION DITCH 1
1.5
5
STRAW MATTING-N.A.G. SC150 OR EQ.
ROADSIDE DITCH
1.25
1
-
STRAW MATTING N.A.G. SC150 OR EQ.
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
WIRE OR ZIP TIES
METAL FENCE POSTS MIN. STRENGTH OF
1.25 LB/LF MIN 50 PSI
REINFORCING WIRE FENCE
MINIMUM 14 GAUGE WIRE
SILT -FENCE MAX. MESH SPACING OF 6"
/ WIRE FENCE ' SILT FENCE
■ 1.0 FT. ■
MIN.
FRONT VIEW
VARIES (SEE PLAN)
4' MAX
CLASS B
RIP RAP N
SILT
FENCE
METAL FENCE POSTS
1.25 LB/LF MIN
SILT
FENCE
ALL STONE TO --/ 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.
DIVERSION DITCH DETAIL.
NTS
I� 50' MIN -
EXISTING
PAVEMENT
CONSTRUCTION SPECIFICATIONS
1. STONE - USE COARSE AGGREGATE (2-3 INCH STONE)
2. LENGTH - 50' MIN
3. THICKNESS - NOT LESS THAN SIX(6) 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
PLAN VIEW
STEEL POST CAD
STAKE TO 4' O.C. TYP.--7SUPPORT ROPE OR WIRE TO
SUPPORT WIRE, TYP. PREVENT SAGGING N. Ts.
Im
►.....,............►......►.......................►......►......►IVAIVI
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STEEL POST MIN. 2 4 " IN _� COIR MESH OR SIMILAR,
GROUND BELOW BOTTOM STAPLED OR TRENCHED
OF SED. TRAP SECTION Y 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
PXP� RETRIEVAL ROPE
AS NOTED ON PLANS
35% OF 25% OF 25% OF 15% OF
LENGTH LENGTH LENGTH LENGTH - - - -
- - - - - - - - - - - - -
6" PVC
DRAIN LINE
CROSS SECTION
TEMPORARY SKIMMER BASIN
N.T.S.
GENERAL NOTES/MAINTENANCE REQUIREMENTS
1. AREA UNDER EMBANKMENT TO BE CLEANED, GRUBBED AND STRIPPED OF ANY VEGETATION 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 BASIN. 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 3:1 OR FLATTER.
9. ALL DISTURBED AREAS SHALL BE STABILIZED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION OF THE BASIN.
WITH LINER, NO GRAVEL APPROACH
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
10'-0" MIN.
A
O CD C D CD O SANDBAGS (TYP.)
O O OR STAPLES
z 10 MIL
1:1 PLASTIC SANDBAGS (TYP.)
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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
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1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER
STAPLING.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL.
4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP. USE A DOUBLE ROW OF STAGGERED STAPLES 4" APART TO SECURE
BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH
AFTER STAPLING.
6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4 OVER THE CENTER BLANKET AND STAPLED 2 FOR C350 MATTING.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT INTERVALS. USE A ROW OF STAPLES 4PP APART
OVER ENTIRE WIDTH OF THE CHANNEL. PLACE A SECOND ROW 4" BELOW THE FIRST ROW IN A STAGGERED PATTERN.
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
DITCH LINING/MATTING
INSTALLATION GUIDE
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
NOTES
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
CONTROL STONE.
PROVIDE STABILIZED OUTLET TO STREAM BANK.
WOOD PALLETS MAY BE USED IN LIEU OF STONE
AND GEOTEXTILE AS DIRECTED. A SUFFICIENT NUMBER
OF PALLETS MUST BE PROVIDED TO ELEVATE THE ENTIRE
SPECIAL STILLING BASIN ABOVE: NATURAL GROUND.
NOT TO SCALE
SPECIAL STILLING BASIN DETAIL
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PERMANENT SEEDING
DEFINI TION
Seeding disturbed areas with perennial grasses and (or) legumes to provide a
permanent vegetative cover to lessen runoff and soil erosion.
PURPOSE
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 3" - 6" depth.
Incorporate into the soil 800 to 1,000 pounds of 10-10-10 fertilizer plus 500
pounds of twenty percent (207.) 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 300 gallons per acre.
PLANTS & MIXTURE PLANTING RA TE/ACRE PLANTING DATES
Tall Fescue 100-150 lbs. Aug. 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 Main t.)
Blend of two turf- 200-250 lbs. Aug. 15 -
Oct. 15
type tall Fescues Feb. 15 -
May I
(90%) and two or
more improved
Kentucky bluegrass
varieties (10%)
(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 Nov. 1 - Feb. 1
(Unscarified)
Tall Fescue and 60 lbs. July and August
German Mille t or and
Sudangrass 2 30 lbs.
Tall Fescue 70 lbs. No v. 1 - Jan. 30
and and
Ryegrain 2 25 lbs.
Common Bermudagrass 8 lbs. (hulled) April 15 - June 30
15-20 lbs. (unhulledd) Feb. 1 - March 30
1 For spring seedings, use Scarified Lespedeza seed. For late fall and
winter seed/ngs, use unscarified seed.
2 Annuals such as Millet, Sudan grass 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 30 calender days (whichever is shorter) following completion of construction
or de velopm en t.
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Sheet No.

n
P`/10
1
was a stone
Natural Ground
Riprap Headwall, 1' min
3' ---� height from road shoulder
Pipe Invert
_1001111 .
CONSTRUCTION SPECIFICATIONS:
- CLEAR AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF SPOIL.
- INSTALL CLASS B OR CLASS 1 RIPRAP INA SEMICIRCLE AROUND THE PIPE INLET. STONE SHOULD BE - BUILT
UP HIGHER ON EACH END WHERE IT TIES INTO EMBANKMENT.
- A 1' THICK LAYER OF NCDOT #57 OR #5 STONE SHOULD BE PLACED OUTSIDE OF THE SLOPE OF THE RIPRAP.
- THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED OUTSIDE OF THE HORSESHOE 18" BELOW NATURAL
GRADE.
- WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL DEPRESSED AREA AND ESTABLISH FINAL
GRADING ELEVATIONS, COMPACT AREA PROPERLY, AND STABILIZE WITH GROUND COVER
MAINTENANCE REQUIREMENTS:
- INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH SIGNIFICANT (0.5 INCHES OR GREATER)
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
- REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORGAE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED TO ONE HALF OF THE DESIGN DEPTH OF THE TRAP.
- PLACE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED
PART OF THE GRAVEL FACING.
- CHECK STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE STONE HORSESHOE MUST BE REPLACED
IMMEDIATELY.
- AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE
AND STABILIZE ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH ADJOINING AREAS AND
PROVIDE PERMANENT GROUND COVER.
TEMPORARY ROCK INLET PROTECTION
N TS
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet:
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:3.
-7 days for perimeter dikes swales
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
p
Note:.After the permanent cessation of construction activities, any areas with temporary
round stabilization shall be converted to permanent round stabilization as soon as
g p g
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Tern porary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
NORTH CAROLI NA
5 l Environmental Quality
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
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BELOW GRADE WASHOUT STRUCTURE ABOVE GRADE WASHOUT STRUCTURE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance may be required ad in front of the washout. Additional controls b the
p Y q Y
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC: WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILI� .ATION AND MATERIALS HANDLING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (anc this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDCs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECOR.DKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement: not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met::
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
EFFECTIVE: 04/01 / 19
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must hie Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• within 24 hours, an oral or electronic notification.
deposition in a
o Within 7 calendardays, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill cr release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7 calendardays, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7 calendardays, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
;'Y,r.:..,,}'I NORTH CAROLINA
5fr Environmental Quality
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19I
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Sheet No.

— VARIES -
SEE SITE PLAN
N. T.S.
RESERVED
PARKING
12"
SIGN R7-8
SIGN APPROVED FOR USE
UNDER GENERAL STATUTE 20-37.6
STANDARD COLORS (ALL SIGNS):
BACKGROUND - WHITE
LETTERING/BORDER - GREEN
ARROW - GREEN
FIGURE - WHITE ON BLUE FIELD
CORNER RADIUS - 1 1/2" (TYPICAL)
RESERVED
PARKING
MAXIMUM
PENALTY
cS 20-3 50
12"
SIGN R7-8E
THIS SIGN MAY BE USED IN
PLACE OF SIGNS R7-8/R7-8D
MAXIMUM
PENALTY 3/8" (TYP)
$ 2 5 0 3/8" (TYP)
GS 20-37.6
12"
SIGN R7-8D
SIGN APPROVED FOR USE
UNDER GENERAL STATUTE 20-37.6
VAN
CCESSIBLE
12"
VAN ACCESSIBLE SIGN
SIGN APPROVED FOR USE
UNDER GENERAL STATUTE 20-37.6
VAN ACCESSIBLE
SIGN (AS REQUIRED)
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CONDITION 1: PEDESTRIAN PATH DOES NOT
PASS UNDER OR AROUND SIGN.
CONDITION 2: PEDESTRIAN PATH GOES BY,
UNDER, OR AROUND SIGN.
GENERAL NOTES:
1. REGARDLESS OF AGE, ALL ACCESSIBLE
SPACES SHALL BE IDENTIFIED BY ABOVE-
GROUND SIGNS ONLY. (SEE N.C.G.S.)
2. NEW SPACES SHALL NOT USE GROUND -
PAINTED SYMBOLS.
3. ACCESSIBLE SPACES ARE REQUIRED TO
BE STRIPED OFF ONLY; BLUE COLORING IS
NOT NECESSARY NOR REQUIRED.
4. STRIPING IS WHITE ON DARK PAVEMENT;
BLACK ON LIGHT PAVEMENT. (N.C.D.O.T.)
HANDICAP SIGN DETAILS
N.T.S.
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CONDITION 1: PEDESTRIAN PATH DOES NOT
PASS UNDER OR AROUND SIGN.
CONDITION 2: PEDESTRIAN PATH GOES BY,
UNDER, OR AROUND SIGN.
GENERAL NOTES:
1. REGARDLESS OF AGE, ALL ACCESSIBLE
SPACES SHALL BE IDENTIFIED BY ABOVE-
GROUND SIGNS ONLY. (SEE N.C.G.S.)
2. NEW SPACES SHALL NOT USE GROUND -
PAINTED SYMBOLS.
3. ACCESSIBLE SPACES ARE REQUIRED TO
BE STRIPED OFF ONLY; BLUE COLORING IS
NOT NECESSARY NOR REQUIRED.
4. STRIPING IS WHITE ON DARK PAVEMENT;
BLACK ON LIGHT PAVEMENT. (N.C.D.O.T.)
HANDICAP SIGN DETAILS
N.T.S.
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Sheet No.
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LANDSCAPE LEGEND
/ I
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± 8, 400 SF
CHURCH
FFE=602.5'
BORDER FORSYTHIA �
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1
JUDD VIBURNUM I
� SOFT TOUCH HOLLY
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411. j a
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10
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CA ,-QFF ER
10' MIN DISTANCE FROM HYDRANT
341 L.F. OF LANDSCAPE BUFFER
141 L.F. EXISTING WOODED AREAS
20 DRIVEWAY
180 L.F. LANDSCAPE BUFFER TO BE PLANTED.
REQUIRED PLANTING = SMALL TREE 50' O.C. = 3 REQUIRED
SHRUBBERY 25' O.C. = 6 REQUIRED
PROVIDED: 3 RIVER BIRCH
8 BORDER FORSYTHIA
VIBURNUM
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Invert Out: 590.0
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OWNER: ANC PROPER
—I PARCEL D:130
COO
DEED BOOK/PAGE: 1 F
/ PLAT BOOK/PAGE: 2
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• Top Rim: 589.21
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PLANTING
COMMON NAM
BOTANICAL NAME
HEIGHT
SPREAD
HEIGHT
#
°
RIVER BIRCH
BETULA NIGRA
20'-40'
8'-16'
3 4-ABOLIER(MEASURED 6-
3
AD
GLOSSY ABELIA
ABELIA GRANDIFLORA
4'-6'
3'-5'
15"
10
CARISSA HOLL Y
3'-4
4'-6'
15"
5
Drop Inlet I
0' 20' 40'
DRAWING SCALE
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CONSTRUCT EARTH
SAUCER WITH 4" H
FORM— FLOOD WITI-
WATER TWICE IN
FIRST 24 HOURS
18" MIN. FOR PLAI\
UP TO 4' HIGH.
20" MIN. FOR PLAI`
OVER 4' HIGH.
-HIN OUT INTERIOR BRANCHING
)F PLANT MATERIAL / TREE AS
'ER SPECIFICATIONS.
/4" BLACK RUBBER HOSE
0. 12 GAUGE DOUBLE
TRAND GALVANIZED WIRE
ROTECTIVE TREE WRAPPING
EFER TO SPECIFICATIONS
- 2"X2" SOUND HARDWOOD
TAKES OR APPROVED METAL
F' STAKES
" HIGH SAUCER WITH A 4"
AYER OF SHREDDED PINE
ARK MULCH.
OIL MIX AS SPECIFIED
REE ROOTBALL
TYPICAL TREE PLANTING
N.T.S.
DfCC/1Y\ JUD—JUIL
WITH A PICK.
DRONE 1 /5 OF LEAF
AREA, BUT RETAIN
\,IATURAL FORM.
2" PEAT MULCH
6" FOR PLANTS UP TO 4'
HIGH— 8" FOR PLANTS
OVER 4' HIGH.
SHRUB PLANTING DETAIL
N.T.S.
WATER WISE PLANTING TECHNIQUES:
1. SOIL PREPARATION FOR THE ENTIRE LANDSCAPE YARD INCLUDES THE
ADDITION OF ORGANIC AMENDMENTS TILLED TO A DEPTH OF EIGHT (8) TO
TWELVE (12) INCHES.
2. ALL PLANTINGS IN THE LANDSCAPE YARDS SHALL BE MULCHED, INCLUDING
INTERIOR PARKING LOT ISLANDS LESS THAN FIVE HUNDRED (500) SQUARE
FEET TO A DEPTH OF THREE (3) TO FOUR (4) INCHES. THE MULCH SHALL
BE FREE OF TRASH AND MAINTAINED WEED FREE THEREAFTER.
3. EARTHEN BASINS SHALL BE CONSTRUCTED AROUND THE INSTALLED PLANTS.
4. PLANTS, AS PERMITTED BY THIS ORDINANCE, ARE GROUPED TOGETHER
WHERE POSSIBLE.
5. FOR ESTABLISHMENT AND SURVIVAL, PLANTS SHALL BE WATERED IN THE
FIRST YEAR OF PLANTING.
6. IRRIGATION: IT IS SUGGESTED THAT DRIP IRRIGATION, WHICH INCLUDES DRIP
MASTERS, BE USED FOR REQUIRED LANDSCAPING PLANTING BEDS DURING
THE REQUIRED ESTABLISHMENT PERIOD. AFTER ESTABLISHMENT, SUPPLE-
MENTAL WATERING CAN BE REDUCED AND USED ON AN AS NEEDED BASIS.
TRADITIONAL SPRAY IRRIGATION IS PROHIBITED EXCEPT ON TURF AREAS.
LANDSCAPE NOTES
1. THE LANDSCAPE CONTRACTOR SHALL MAKE HIMSELF AWARE OF
EXISTING UTILITIES. HE SHALL NOTIFY THE RESPECTIVE PUBLIC
UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
2. PLANTING BEDS AND PLANT LOCATIONS SHALL BE STAKED BY
THE CONTRACTOR AND APPROVED BY THE OWNER OR OWNER'S
REPRESENTATIVE PRIOR TO INSTALLATION.
3. PLANTING BEDS SHALL BE CLEARED OF ALL GRASS AND WEEDS
PRIOR TO INSTALLATION OF PLANTS, AND SHALL BE CULTIVATED
AS SHOWN ON THE PLANTING DETAILS.
4. ALL DISTURBED AREAS TO BE SEEDED UNLESS OTHERWISE NOTED.
5. PLANTING BEDS SHALL HAVE 4" SHREDDED HARDWOOD BARK
MULCH IN ENTIRE BED UNLESS OTHERWISE NOTED ON DRAWINGS.
6. ALL PLANTED AREAS SHALL BE TREATED WITH A WATER-SOLUBLE
HERBICIDE FOR THE NON -SELECTIVE CONTROL OF ANNUAL AND
PERENNIAL WEEDS PRIOR TO PLANTING.
7. ALL TREE AND SHRUB PITS SHALL BE BACKFILLED WITH A PLANTING
SOIL MIXTURE OF 1 PART PEAT MOSS, 3 PARTS TOP SOIL AND
1 PART SAND, THOROUGHLY MIXED.
8. ALL PLANTED AREAS TO BE FERTILIZED WITH GRANULAR FERTILIZER.
CONTRACTOR TO PROVIDE SOIL TEST AND FERTILIZER APPLICATION
RATES IF REQUIRED FOR APPROVAL.
9. SPRAY TREES AND SHRUBS WITH AN ANTI -DESICCANT IF FOLIAGE
IS PRESENT.
10. EVERGREEN TREES AND SHRUBS SHALL BE PLANTED THE SAME
AS DECIDUOUS MATERIAL.
11. DO NOT PRUNE ANY MATERIAL UNTIL IT HAS BEEN VIEWED AND
ACCEPTED BY THE OWNER OR OWNER'S RESPRESENTATIVE.
12. ALL PLANT MATERIAL TO BE NURSERY GROWN AND TO COMPLY
WITH AMERICAN STANDARD FOR NURSERY STOCK ANSI-Z60-1-1986.
13. ALL MATERIALS INSPECTED AT THE SITE AND FOUND NOT TO BE
ACCEPTABLE SHALL BE REMOVED FROM THE SITE ON THE DAY OF
REJECTION.
14. IMMEDIATELY AFTER A TREE IS PLANTED, IT SHOULD BE SUPPORTED
WITH STAKES AND GUY WIRES TO FIRMLY HOLD IT IN PLACE. (SEE
DETAIL -THIS SHEET) REMOVE STAKES AND TIES AFTER ONE YEAR.
15. THE LOWER TRUNKS OF NEW TREES SHOULD BE WRAPPED WITH
BURLAP OR PAPER TO PREVENT EVAPORATION AND SUN SCALD.
THE WRAPPING SHALL REMAIN ON THE TREE AT LEAST ONE YEAR.
16. PLANT ALL TREES AT LEAST 3 1 /2 FEET FROM THE END OF HEAD-
ON PARKING SPACES TO PREVENT DAMAGE FROM CAR OVERHANG.
Know what's below.
Call before you dig.
0' 20' 40' 60'
DRAWING SCALE
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Sheet No.
0

24" INS. OLA. STANDARD MANHOLE
PRE -LUBRICATED MANHOLE GASKET FRAME AND COVER DROP MANHOLE TO BE
MAXIMUM ADJUSTMENT W17H CONSTRUCTED FOR ALL } FLOW
I NOTES 1. PAVEMENT SHALL BE CUT TO TRUE LINE AND REMOVED BEFORE TRENCH /S CUT.
GRADE RINGS TO BE 1 FOOT F/N/SHED GRADE DROPS OVER 30"
2. DIMENSION FOR TRENCH MOM MAY VARY AS REQUIRED TO ACCOMODATE
PROVIDE 1/2" MORTAR ,'.t." EXCAVA770N, SHORING AND COMPAC77ON EQUIPMENT.
12" Max. O/NT BETWEEN GRADE 3. W/OTH OF TRENCH FOR PIPE BEDDING 7i7 BE AS SHOWN UNLESS A GREATER W/OTH /N UNPAVED GRAVEL AREAS, REPLACE GRAVEL W1771
�t''r AGGREG47E AS REOUIRED TO MATCH EXISTING
° RINGS /S RECOMMENDED BY PIPE MANUFACTURER OR REOUIRED FOR USE OF EQUIPMENT ON SITE. SURFACE COMPACTED TO 6" 7HICKNE55
GROUT INVERT 1/2 THE PAVT CUT TO EXTEND 6" BEYOND EDGES OF 7RENCH AS SHOWN.
MANHOLES ALONG OUTFACE `O '= MASTIC SEALANT HEIGHT OF THE EFFLUENT 4. CONTiACTOR SHALL OBTAIN TESTING SERVICES ON COMPAC77ON OF THE BACKRLL FROM A F/RM W/TH AN APPROVED NCDOT PAVT SHALL BE CUT TO TRUE LINE AND REMOVED BEFORE 7RENCH /S CUT.
LINES SHALL EXTEND 18" MIN. - °:aa',- PIPE EXTEND STONE 4" BEYOND CER77RED TECHNICIAN, AND PRONDE REPORTS (WITH THE CER77RC477ON TESTING NUMBER) VERIFYING THAT THE COMPACAON ALL PA VT REPAIRS TO BE /N ACCORDANCE WITH N.C.D.O.1.. SPECS
o "� CONFORMS WITH THE LA7EST EDITION OF THE NCDOT STANDARD SPECIRC477ONS
ABOVE GRADE UNLESS SHOWN '"' !`'fi ' • a "� *s,;'N PAVT CUT m EXTEND 6" BEYOND EDGES OF TRENCH AS SHOWN.
OTHERWISE ON THE PLANS. CONCRETE ENCASEMENT TRENCH SHALL VE BOF STONE.
AND THOROUGHLY TAMPED WITH SUITABLE WHERE EXIS77NG PAVEMENT /S INSUFFICIENT THICKNESS 70
w MATERNAL 70 LEVEL OF STONE. DEVELOP 77GHT SEAL WITH NEW SURFACE, NEW PAVEMENT
JOINT DETAIL LL 'f�:, (SEE NOTE 2) SHALL LAP EXISTING SURFACE.
° _ 4 ^'`••' 1' 3' TRENCH WIDTH 1' STONE &PAVT 7i7 BE REPLACED BY CONTR4C7i7R WITH LEAST ALL PAVT REPAIRS TO BE IN ACCORDANCE W/7FI N.C.D.O.T. SPEC.
..•, . INTERFERENCE WITH TRAFFIC.
TEPS AT 16" PAVEMENT CUT 2" S9.5B ASPHALT
D.l. OR Cl. PIPE MAY NOT ENTER PIPE O.D. + 16" (SEE No 1J PD RDW LV BEFBE ORE 101R£NLCH IS CUr
PROVIDE FLAT TOP q cur N CONCAM fa" COMPACTED REPAIR z" TYPE s-v ae OR
SECT/ON WHEN GRADE W MANHOLE THROUGH CONE SECTION 'x. "` ' ;: K.: ro eE sewm Aec smNE OR As
= OR ✓DINT. ' ';, u AV£M �•�'�•�' aee�•�e« •�e•:•aee« •�e�•�e•:•aee« •� 5-9.58 ASPHALT PANMG
DOES NOT PERMIT USE 6" OF 119.OB OR BIN TWO
ASPHALT PLACED oneEcftn BY ENciNEER
AND COMPACTED /N TWO (2) 3" LIFTS EX/S7NJG PAVT
OF CONE SECTION. Q ° D.l. OR C. TEE s;;; : } ��:', STRU - -I SELECT B4CKF7Lt OR 6 6
Ln = PRECAST CONC MANHOLE a - = ABC STONE PLACED AND IXap PAVT
Z n W MONOL17HIC BASE. �.:•.:.<.':;:,..:.`.,:;1:..:;.,,,.:..::.,...,,:.-/2:-^.::.::...:.
V 4B" Min. INS/DE OL4. 5" c °. : y •!'.i :.;,,.•..;:,; ":" 3' MINIMUM DEPTH S COMPACTED /N 6" L/F75
:-.
AS SHOWN ON PLANS IN CONFORMANCE W/7H THE LATEST 6 6
8" ED177ON OF THE NCDOT STANDARD SPEC/F/C4T/ONS REPLACE PAVT, J"
W " THICKER 7M N CUT PAVT L7" S70AE
PIPE MAY NOT ENTER y = (SEE N07E 4)
MANHOLE THROUGH CONE n ° a' Mmwm DEPnf D14FED MCAM
SEC77ON OR ✓OINT. U - -
PIPE BEDDING MA7ER[AL (SEE N07E 3) OR AS SHOWN ON PLANS
W FLEXIBLE WATERTIGHT CONNECTOR EXTEND STONE 12" BEYOND - O USE SAND AROUND ALL PLAS77C W47ER LINES AMMMUM ON
z SLEEVE W� STA/NLESS STEEL BAND .° •'°d ; BASE OF MANHOLE I PIPE USE 167 STONE AROUND CLAY AND 8" AND LARGER PLAS77C SEWER PIPE PIPE AS may Qy P
n ' ' D.I. OR C.I. PIPE SECTION X = Y = 4" AROUND ALL PL4S77C WATER LINES, CLAY AND 8" AND
DW
o GROUT TO /N I LARGER PLASTIC SEWER PIPE PIPE
ti' ... 8" X = Y = 0" AROUND ALL DUCTILE IRON AND COPPER PIPE, AND 4" & 6" L mcr m & mawt GIKY rANPSEAL ALL L/FT HOLES AND aSCHEDULE 40 PLASTIC SEWER PIPE JIM SUITABLE ANIERNL
° •fit." CONCRETE ENCASEMENT �I Y = 6" UNDERCUT REQU/RED AT ANY INSTALLATION WHERE ROCK /S 7D LEIa of S70W 84CA L & THORO rAY TAW
SPACES AROUND PIPE INVERTS co �' ° : 7RENcw 7D BE fe" M7DER 7I14N PIPE Lbl IM7H surrALUE wu7ERLAc
WITH HYDRAULIC CEMENT OR N y MASTIC SEALANT (3000 P.S.I.) PLAN PRESENT AT BASE OF 7RENCH OR IMDER REQUIRED FOR TAMPwW 70 LEVEL OF S70AE
12'• IN SHAPE BED 70 F/T AT LEAST IOX OF OUTSIDE DIAMETER OF PIPE EQUOWENT M USE AT SIE 7R£AG'H TO BE IB• M7pap TMN PIPE DIA
MASTIC AS APPROPRIATE FOR D n ° t OR OVER IF REOLARED FOR TAMPING
EW"ENr IN USE AT S"F
A WATERTIGHT INSTALLATION. STONE BASED O-RI USE O-RING & 2 1/2" !" °.' -.. ,.. 90• D.I. OR CL BEND PAVEMENT REPAIR TYPICAL TYPICAL TRENCH SECTION TYPICAL TRENCH SECTION IN BITUMINOUS
12" Min. MASTIC SEALANT 1/2 PIPE DIA. '. ::. ':".':'t': •::r:' `:.. ,.;:...a .': :".'
' D.I. OR C. PIPE OPEN CUT OF NCDOT SECONDARY ROAD IN CONC. PA VED AREA
SURFACE PAVED AREA
MAKE INVERT OF PIPE ALTERNATE JOINT DETAIL FOR 12" DIAMETER AND SMALLER PIPE
FLUSH WITH PRECAST
INVERT. THESE SECTIONS ARE N/A ON NEW STREET CONST.
SECTION STANDARD DROP MANHOLE
STANDARD PRECAST CONCRETE MANHOLE
R
77ME (MIN. SEC) REQUIRED FOR PRESSURE DROP FROM 3 1/2 TO 2 1/2 PSIG WHEN TES77NG ONE PIPE
DIAMETER ONLY. INCREASE PRESSURE AS REQUIRED BY ENGINEER /F GROUNDWATER /S PRESENT.
PIPE DIAMETER, INCHES
4
6
8
10
12
15
18
21
24
25
0-05
0.11
0:18
0:23
0.27
:32
0.•36
0:45
0:54
50
O.•09
0.21
0:36
0:45
0.54
1:03
1:12
1:30
1:48
75
0•• 14
0.•32
0:54
1:23
1.21
1:35
1:48
2:15
2:42
100
0.18
0:42
1:12
1:30
1:48
206
224
3.•00
3.•36
125
O.•23
0:53
1:30
1:53
2:15
2:38
3.•00
3:45
4:30
150
0.•27
1:03
1:48
2:15
2:42
3:09
3:36
4:30
5:24
175
O.•32
1:14
2:06
2:38
3.•09
J:41
4:12
1
5:15
6:18
200
0.•36
1.24
224
3:00
3.•36
4:12
4:48
6:00
7:12
225
0.41
1:35
2:42
3.•23
4:03
4:44
5:24
6:45
1 8:06
250
0.45
1:45
3.•00
3.•45
4:30
5:15
6:00
7.•30
9:00
275
0.•50
1:56
3.18
4:08
4:57
5:47
6:36
8:15
9:54
300
0-54
2:06
3.36
4: 30
5:24
6:18
7.• 12
9:00
10:48
350
1:03
2:27
4:12
5:15
6:18
7:21
8.•24
10:30
12:36
400
1:12
2:48
4: 48
6:00
1 7• 12
8:24
9:36
1200
14:24
450
1.21
3.•09
5:24
6:45
8.06
9.•27
10.48
13.•30
16:12
500
1:30
13:30
6:00
7:30
9.00
10:30
12.00
15:00
18:00
AIR TEST TABLE
INSECT
VENT FLEA! TO BE
SET 1 O MIN. ABOVE
100 YR. FLOOD
LEVEL PER 100 YR.
FLOOD PLAIN
STUDY INFO. OR AS
REQUIRED BY THE
ENGINEER.
FIN/SHED PAVEMENT OR GRADE t•
5"
IJI1�dXi�tJ
i
STAINLESS 57FEL BANDS
PIAC SADDLE
& GUTTER
MIN. GRADE OF 1/4 " PER FT.
45' OR 22.5' BEND
I •-
TAP TO BE MADE ON THE
MAIN TOP QUARTER OF THE MAIN.
SUPPORT TAP & BEND
W/ WASHED STONE 167
* ON NEW CONSTRUCTION INSTALL WYES OF LIKE MATERIAL
� II I
NO GRAVEL
ON SCH 40
STANDARD SERVICE CONNECTION
MORTAR TO WITHIN 1 1/2"
OF TOP OF FRAME.
FRAME AND CORER WHEN
2" SCH. 40 GAL
TOP OF MANHOLE /S LOW
100 YR FLOOD LEVEL.
STEEL VENT PIPE
STANDARD MANHOLE FRAME
ELEVATE FRAME AS REQ D
AND COVER DESIGNED FOR
':'
W17H CONCRETE OR BRICK
H-20 LOADING W/310 LB.
`: ;
&MORTAR TO MAKE LID
MINIMUM WEIGHT. USE
33 /
FLUSH WITH PAVEMENT OR
MANHOLES ALONG OUTFALL
12"
DEWEY BROTHERS
MH-RCR-2001 OR EQUAL.
SEAT FRAME ON 1/2" MIN.
GRADE UNLESS SHOWN
OTHERWISE ON PLANS
L/NCS SHALL EXTEND
GRADE
a '''
OF CEMENT MORTAR
18 MIN/MUM ABOVE GRADE
UNLESS SHOWN OTHERWISE
d
ON PLANS
,.j
"
III_
_
6" t
d 'I°.
MANHOLE COVER TO
HAVE THE WORDS
/N FLOOD PRONE AREAS,
d v
"SANITARY SEWER"
USE WATERPROOF FRAME
.
ONTO COVER.
^'
AND COVER, DEWEY BROTHERS AND
4 UH-RCR-2001W OR EQUAL.
d
0
ST9. MANHOLE
$
°
°
MANHOLE FRAME &
COVER
ON
'
STD. M.H.
SEAL AROUND PIPE
WITH HYDRAULIC
°
CEMENT OR MASTIC.
NEW INSTALLATIONS
TYPICAL MANHOLE
VENT DETAIL
NOTES:
I. WHERE CONSTRUC77ON EASEMENT IS
40' WIDE CONSTTUCT/ON OR PERMANENT EASEMENT AVAILABLE FOR EMBANKMENT,
GENERALLY GRADE ENTIRE
PERMANENT EASEMENT AT 2-T MAX
CROSS SLOPE. /N ANY EVENT,
PROVIDE 2% MAX SLOPE FOR 10'
MIN. EACH SIDE OF MANHOLES.
2• PLACE EMBANKMENTS /N
CONS7RUC77ON EASEMENT. WHERE
CONS7RUCTlON EASEMENT /S NOT BASE
AVAILABLE, PLACE EMBANKMENTS /N
OUTER PORT/ON OF PERMANENT
EASEMENT. EMBANKMENT SLOPE
SHALL NOT EXCEED 3.• 1 EXCEPT
WHERE SPECIFICALLY N07ED ON
PLANS OR SUFFICIENT EASEMENT /S
NOT AVAILABLE TO MAINTAIN A 12'
MIN. TRAVELWAY AT 29 MAX CROSS
SLOPE.
3. SLOPE OF FINISHED GRADE ALONG
PIPE LINE SHALL NOT EXCEED 209:
4• PROVIDE CULVERTS OR FORDS AT
CREEK CROSSINGS SO THAT
EASEMENT WILL BE ACCESSIBLE FOR
MAINTENANCE EQUIPMENT. -
TYPICAL SANITARY SEWER
EASEMENT CROSS SECTION
CONCRETE ENCASEMENT
GOOD PS/ M/X)
FULL PERIMETER
FINISHED GRADE\ 18"
d a d z
o m
COURSE 4: lco
c' a
COMPACTED BACKFILL 4 o RAISE FRAME AS REOUIRED
W17H CONCRETE OR BRICK & n a 77LT FRAME AS REQ D TO
MORTAR TO MAKE LID FLUSH CONFORM TO PAVEMENT
W17H FINISHED PAVEMENT. SLOPE.
570. MANHOLE
MANHOLE FRAME & COVER ADJUSTMENT ON
STREETS BEING RESURFACED
Manhole
18"
INSTALL CLEANOUT PLUG IN A CAST
IRON BOX WHEN CLEANOUT IS IN A
PAVED AREA,IN THE SHOULDER OF
THE ROAD OR OTHER AREA SUBJECT
TO TRAFFIC. USE: RUSSELL MBX-2,
VULCAN V8404-2 OR SUMTER MACHINE
MB2-MBC2 CAST IRON BOX.
Q: WATER 77GHT
PLUG
W
O
SEWER CLEANOUT CONC COLLAR
R INSTALLED TO C.O.A. SPECIRCA77ONS
SEE CONC. COLLAR DETAIL
7_��4:5'-
CLEANOUT
WATER/AIR
77GHT PLUG
WYE Y EXTEND SERVICE LINE
BEYOND CLEANOUT.
k COMBIA6477ON (WYE AND BEND) RT77NGS
WILL NOT BE ACCEPTED ON SERVICE CONNECTIONS.
Schedule 40 Pipe
W/ Glue Cap.
Approx. 18" Long.
Pipe Size As
Shown On Plan
C
Install Washed
Stone Under Pipe
t
PLUG FOR FUTURE SEWER LINE
CONNECTION AT MANHOLE
Stub Proposed Pipe 3" into M.H.
Grout on Inside of M.H. Around
Connection W/ Hydraulic Cement
IS'
Core Hole And Install
Rubber Boot If Possible
Proposed Connection
Existing Concrete Shelf -11
-
4 d
a e
a d
d d a a I
a-
D Washed
'dD .Q d D D Stone
MAIN LINE CONNECTION
TO EXISTING MANHOLE
PIPE DIA. +18"
COMPACTED EARTH- g
/HAND PLACED
�N
I`
O
Qk
v
GRANULAR STONE RLL
GRANULAR STONE FILL NOT REOUIRED
WITH DUC77LE IRON PIPE.
P. V C. PIPE FOR RESIDENTIAL USE ONLY.
SINGLE WALL(SDR J5)
PVC PIPE BEDDING
1/2" ANCHOR BOLT 077
4" PROJECTION & NUT.
PIPE DIA. +18"
/COMPACTED EARTH
HAND PLACED
IN
112 DIA.
GRANULAR STONE F/LL
A.B.S. PIPE FOR RESIDENTIAL USE ONLY.
A. B. S. TRUSS PIPE OR PVC
PIPE CENTERED ON PIER }
w
m
m a
Z It
BRICK R
/� /�/� g�Nro
CABRYSOLF�/DpT/JA1DAT/B.ROCK
END VIEW
TRUSS PIPE BEDDING
3/8" x 2" F.B. STRAP
WITH 2
�Ylil�%la:�
BRICK PIER FOR EXPOSED PIPE
S B 45' BEND .
g S
WYE�s
PIPE DIA. +18" PIPE DIA. +18"
g COMPACTED EARTH-�
COMPACTED EAR TI� /HAND PLACED
/HAND PLACED � /
W
-T m m
Q W
° a
Q d. k
O
m
R ,
GRANULAR STONE FILL GRANULAR STONE FILL
CRUSHED STONE
DETAIL OF CLA Y PIPE
BEDDING
- ENCASEMENT
FOR CLAY PIPE
14 -20 FT. DEEP
APPLY BITUMINOUS COATING 4 >{14 BARS VERT (BENT) ,43 BARS ® 12" O.C.
TO ALL EXPOSED METAL.
PIERS OVER 3'-O" /N HEIGHT
TO BE REINFORCED.
1/2" ANCHOR BOLT WITH
4' PRO✓EC77ON & NUT. SECT/ON
3"� J.
BATTER I' PER FT
,. 3/8" x 2" F.B. STRAP WITH '
4 //4 BARS BENT I �2 1/2" LEGS
3" m 9"
43 BARS 0 12" O.C.
aN
1:2:4 CONC. . 3 3" rom
1 9" I II I I
VA RA CARRY F0077NG TO BED ROCK
II OR SOLID FOUNDAT/ON.
END VIEW SIDE VIEW
CONC. PIER FOR EXPOSED PIPE
WATER 77GHT PLUG
Ng
a=
1'
PROVIDE ADD177ONAL DEPTH AS
-p 1 REQUIRED FOR GRAVITY FLOW.
I
45' BEND
T PROVIDE WATERTIGHT SEAL AT CONNECT/ON
x
N D AECONE SECTION ONOT
� O ENTER MANHOLE THROUGH
O D
Do '
vp
n
SERVICE DROP INTO MANHOLE
TEMPORARY WATER
r77GHT PLUG
i
MIN. GRADE OF 1/4" PER FT. WATER 77GHT PLUG
EXTEND SERVICE BEYOND CLEANOUT.
Ng
45' SENn EXTEND SERVICE BEYOND CLEANOUT.
TEMPORARY WATER
WYE—- TIGHT PLUG
MIN. GRADE OF114- PER FT.
1 H
6" vvv
MIN. PROVIDE ADDITIONAL DEPTH AS
REQUIRED FOR GRAVITY FLOW.
x T
`O 145' BEND
-8"x4" WYE
B �
_I
4"MIN _ENCASE V.C. WYES /N I CONCRETE ONE FOOT
EACH SIDE OF FIT77NG.
SEWER MAIN o
SERVICE DROP INTO SEWER MAIN
DROP TYPE SERVICE CONNECTION
Know what's below.
Call before you
_ toN
�CO
d
44,
OAVI
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o
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17T
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Z
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30
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W W
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Sheet No.
i

P 577C
�-UNDISTURBED EARTH
PLASTIC PLASTIC
O .
PLASTIC
PLAS77C
CONCRETE THRUST BLOCKING SCHEDULE
Rtlin9
Min. Blocking Area ft.`
Min. Concrete Re o d
S&.
Tee
90'
45'
j j4.
7EE
90,
45'
1 A,
4
1
2
1
1
0.1
0.1
ai
0.1
6
2
3
2
1
a/
0.1
0.1
0.1
8
4
5
3
2
01
a2
0.1
0.1
10
6
8
4
2
a2
0.3
0.1
0.1
12
8
11
6
3
0.3
a5
a2
0.1
14
1 11
15
8
4
a5
a8
0.3
0.1
16
14
19
11
6
a7
1.1
a5
a2
18
17
24
13
7
0.9
1.5
a
0.3
20
21
30
16
9
1.2
2.1
a8
a
24
31
43
23
1 12
1 2.2
1 3.5
1 1.4
a 6
30
48
67
36
19
4.2
6.8
2.7
1.1
36
68
96
52
27
7.0
11.7
4.7
1.B
INCREASE BLOCKING AREA AND CONCRETE QUANTITY FOR PRESSURES ABOVE 200
PSI. OR POOR SOIL CONDITIONS.
KEEP CONCRETE AWAY FROM JOINTS. PLACE CONCRETE FAIRLY DRY AND FORM IF
REQUIRED FOR MAXIMUM AREA AGAINST UNDISTURBED SOIL.
ALL FITTINGS AND ACCESSORIES TO BE WRAPPED WITH 10 MIL POLYETHYLENE PRIOR
TO POURING BLOCKING.
USE 3000 F.S.I. CONCRETE.
EXTEND PIPE FOR PLUGS ON
ALL TEES AND CROSSES
USE RESTRAINED JOINT FITTINGS AND/OR CLAMPS
ON ALL JOINTS OF PLUG INSTALLA7ON
CONCRETE THRUST BLOCKING
PROVIDE JOINT RESTRAINT CLAMP ON
EXIS77NG LEAD JOINT RT771VGS AS
AVAILABLE FROM LAWS METER AND
SUPPLY OR EQUAL. \
TAMPED
PROVIDE MECHANICAL JOINT
PLUG AT END OF PIPE
4'
WEDGE-ACADN RETAINER GLAND
I,
DIMENSION A" PLUS
TRENCH DIMENSION
O
DIMENSION A" PLUS
UNDISTURBED SOIL •a ; TRENCH DIMENSION
MECHANICAL JOINT SLIP SLEEVE . .4W/ WEDGE AC77ON RETAINER GLAND A PLUS . SECTION
TRENCH DIM J
REINFORCING : 6 "--16" P/PE, 12 17 BARS, 24 "-36" P/PE, 12 /8 BARS, 3 ON EACH SIDE
r� UNDISTURBED SOIL ---,"
OIL �
_ _ II -
IIlip
x
H c
° TAMPED BACKFILL
PIPE
x <a
z <�a
Z °.4
a .
-III-III a ° •-III-III-III a a.
----'UNDISTURBED SOIL '
SCHEDULE
PIPE DLA.
CONC.
THRUST BLOCK
A.
B"
6",8",12"
12"
12"
16"
16"
12"
20"
16"
12"
24"
16"
12"
30.
16"
14"
36"
16"
16"
SIZE OF CONC THRUST BLOCK AROUND PIPE TO BE DETERMINED BY DITCH
(TRENCH) DIMENSION PLUS EXTENSION �4" INTO SIDES AND BOTTOM AS SHOWN IN
SCHEDULE. CONC INTO SIDES OF DITCH TO BE POURED AGAINST FIRM, UNDISTURBED
GROUND. FILL AGAINST CONC. BLOCKING TO BE COMPACTED TO 95Z PROCTOR
FOR LENGTH ALONG PIPE OF AT LEAST 6'-O" EACH SIDE.
WHERE THRUST BLOCKING OCCURS, THE 7RENCH SHOULD BE AT MIN/MUM WIDTH.
THRUST COLLAR INSTALLATION
1 '-6" MIN4r",
HYDRANTS SHALL BE MUELLER CENTURION A-423,
/ DRESSER M&H STYLE 929 OR AMERIC.AN A 2780.
HYDRANT TO BE PLACED WITH PAINT BARREL RED W17H WIHTE TOP AND CAPSPUMPER NOZZLE FACING CLOSESTCURB OR STREETINSTALL HYDRANT SO BREAKAWAY FLANGE IS
NOT LESS THAN 2" NOR MORE THAN 6" ABOVE
FINISHED GRADE.REMOVE CHAINS
FROM HYDRANT - z
CURB & GUTTER
IRON VALVE B
RESTRAINED
/ JOINTS \
UNDISTURBED SOIL I
CONCRETE THRUST BLOCK
��♦�♦�♦�♦�♦�♦�♦�♦�♦�♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦j♦♦♦♦♦♦♦♦♦TAMPED S4CKFLL
♦♦♦♦♦♦♦♦♦� `��rrMIN OF 11J C Y WASHED STONE
♦ .� A�J
1 11` � UND/STURBED SOIL
-I I -III 6" DUC77LE IRON PIPE J' I I ffff
I -III -III -I I - "III=III-
6" G47F VALVE
(BRICK OR CONCRETE BLOCK) CONCRETE BLOCKING. TOP OF BLOCK/NG
TO BE 2" FROM HYDRANT WEEP HOLES.
USE RE57RAINED JOINT FITTINGS ON ALL
JOINTS OF HYDRANT INSTALLA7ON
FIRE HYDRANT INSTALLATION
CORPORA7ON STOPS
METER SETTERS
CORPORATION STOPS SHALL BE ALL BRASS
METER SETTERS SHALL BE ALL BRASS MANUFACTURED
CURB STOPS
WITH AWWA C800 STANDARD THREADS MANUFACTURED
IN THE FOLLOWING SIZES AND MODELS -CURB
/N THE FOLLOWING SIZES AND MODELS.
STOPS SHALL BE ALL BRASS MANUFACTURED
SIZE
MUELLER
McDONALD FORD
/N
THE FOLLOWING SIZES AND MODELS -
SIZE MUELLER McDONALD FORD
3/4"
B-2404-24
20-209WDDD33 V5HC72-9W-11-33
SIZE
MUELLER McDONALD
FORD
3/4" H-15008 4701T F-1000-3-0
1"
B-2404-24
20-412✓UDD44 V9HC74-12W-11-44
3/4"
B-25172 6102WT
B41-333-Q
1" H-15008 4701T F-1000-4-0
1 1/2"
H-1423-2
2086150DFF666 V9HH76-128-11-66
1"
B-25172 6102WT
B41-444-0
1 1/2" H-15013 4701T F8-1000-6-0
2"
H-1423-2
208715WDFF776 VBHH77-128-11-77
1 1/2"
B-25172 6102WT
B41-666-Q
2" H-15013 4701T FB-1000-7-0
2"
B-25172 6102WT
B41-777-0
SERVICE PIPE
SERVICE PIPE SHALL BE SEAMLESS COPPER TYPE K"
AS SPECIFIED BY ASTM BBB.
SERVICE LINE TO BE INSTALLED AT
SAME DEPTH AS WATER MAIN.
WATER LINE DEPTH TO BE DEPTH AS SHOWN
A MIN. OF 48" FROM TOP ON PLANS.
OF PIPE TO FINISHED GRADE,
UNLESS OTHERWISE SHOWN
ON PLANS \ I I
SERVICE SADDLE WITH
DOUBLE STRAP & NEOPRENE
GASKET.
REQUIRED FOR ALL TAPS ON
A. C. OR P. V C. PIPE.
REQUIRED FOR 2" AND 1
TAPS ON DUC77LE IRON PIPE
AND CAST IRON PIPE
CURB &
METER BOX LOCA77ON
WITH SIDE WALK.
METER(BY CITY) \
O
CORPORA7ON STOP W17H COPPER P
AWWA STD. TAPERED THREAD TYPE %C" SO
SOFT
METER BOX LOCA77ON
WITHOUT SIDEWALK
REQUIRED SHOULDER
SIDEWALK
e Q.6 -
9A ° III
TAMPED BACKFILL
r- /1 /1 A / A / r-/1 T/ /l A /
RN/SHED GRADE
zµ ZSZ
N �Q�W
SERVICE LINE
3' MIN.
F
EXTEND WATER SERVICE \
AS INDICATED ON TYPICAL
METER BOX INSTALLA7ON
DETAIL.
UND/STURBE
WATER LINE
NOTES 1. PAVEMENT SHALL BE CUT TO TRUE LINE AND REMOVED BEFORE TRENCH IS CUT.
2. DIMENSION FOR TRENCH WIDTH MAY VARY AS REQUIRED TO ACCOMODATE
EXCAVATION, SHORING AND COMPACTION EQUIPMENT.
IN UNPAVED GRAVEL AREAS, REPLACE GRAVEL WITH
J. WIDTH OF TRENCH FOR PIPE BEDDING TO BE AS SHOWN UNLESS A GREATER WIDTH
/S RECOMMENDED BY PIPE MANUFACTURER OR REQUIRED FOR USE OF EQUIPMENT ON SITE. AGGREGATE REQUIRED MATCH EXISTING
PAV'T CUT TO EXTEND 6" BEYOND EDGES OF TRENCH AS SHOWN. SURFACE COMPACTED TO 6" THICKNESS
4. CONTRACTOR SHALL OBTAIN TESTING SERVICES ON COMPACTION OF THE BACKFILL FROM A FIRM WITH AN APPROVED NCDOT PAWT SHALL BE CUT TO TRUE LINE AND REMOVED BEFORE TRENCH IS CUT.
CERTIFIED TECHNICIAN, AND PROVIDE REPORTS (WITH THE CERTIFICATION TESTING NUMBER) VERIFYING THAT THE COMPACTION ALL PAV'T REPAIRS TO BE IN ACCORDANCE WITH N.CD.O.T. SPECS
CONFORMS WITH THE LATEST EDITION OF THE NCDOT STANDARD SPECIFICATIONS PAV'T CUT TO EXTEND 6" BEYOND EDGES OF TRENCH AS SHOWN.
TRENCH SHALL BLED AND THOROUGHLY TAMPED WITH SUITABLE WHERE EXISTING PAVEMENT /S INSUFFICIENT THICKNESS TO
MATERIAL TO LEVEL OF OF STONE. (SEE NOTE 2) DEVELOP TIGHT SEAL WITH NEW SURFACE, NEW PAVEMENT 1' 3' TRENCH WIDTH 1' STONE & PSHALL LAP EXISTING SURFACE.
V'T TO BE REPLACED BY CONTRACTOR WITH LEAST ALL PAV'T REPAIRS TO BE IN ACCORDANCE WITH N.C.D.O.T. SPEC.
PAVEMENT CUT INTERFERENCE WITH TRAFFIC.
(SEE NOTE 1) �2" S9.5B ASPHALT
PAVT SHALL BE CUT 70 TRUE LINE
CUT IN CONCRETE 12" COMPACTED AND REMOVED BEFORE 7RENCH IS CUT.
TO BE SAWED ABC STONE OR AS REPAIR W17H 2" TYPE S-9.54 OR
EXISTING .e.e°e°e.e.e.e.e.e.e°e°e.e.e 6" OF 119.0E OR B25.0B ASPHALT PLACED DIRECTED BY ENGINEER 5-9.58 ASPHALT PAVING
PAVEME AND COMPACTED IN TWO (2) 3" LIFTS
STRUGT - - EXIS77NG PAVT
-1 I I I SELECT BACKFILL OR 6 6'
I I- ABC STONE PLACED AND EYISTNG PAVT
X MINIMUM DEPTH OR -I COMPACTED IN 6" LIFTS
AS SHOWN ON PLANS IN CONFORMANCE WITH THE LATEST IF=6 6
EDITION OF THE NCDOT STANDARD SPECIFICATIONS REPLACE PAV7 3"
1= (SEE NOTE 4) 7HICKER THAN CUT PA II e" STONE
'' 3' MINIMUM DEPTH i` TAMPED BACKFILL
PIPE BEDDING MATERIAL (SEE NOTE 3) OR AS SHOWN ON PLANS USE SAND AROUND ALL PLASTIC WATER LINES
PIPE USE 167 STONE AROUND CLAY AND 8" AND LARGER PLASTIC SEWER PIPE PIPE
I
X = Y = 4 AROUND ALL PLASTIC WATER LINES, CLAY AND 8" AND I I I I LARGER PLASTIC SEWER PIPE
I X = Y = 0" AROUND ALL DUCTILE IRON AND COPPER PIPE, AND 4" & 6" BACKFILL & 7HOROUGHLY TAMP
-I SCHEDULE 40 PLASTIC SEWER PIPE WITH SUITABLE MATER14L
9'I Y = 6" UNDERCUT REQUIRED AT ANY INSTALLATION WHERE ROCK IS L TO LEVEL OF S70NE
PRESENT AT BASE OF TRENCH TRENCH TO BE 18" WIDER THAN PIPE DLA.
OR WIDER /F REQUIRED FOR TAMPING
SHAPE BED TO FIT AT LEAST 109' OF OUTSIDE DIAMETER OF PIPE EOUIPMENT IN TYPICAL TRENCH SECTION
AT SITE
PA VEMENT REPAIR TYPICAL
OPEN CUT OF NCDOT SECONDARY ROAD IN CONC. PAVED AREA
T-/l r7 7 /7 11 r) / A A AT-TT-m A A / r) (- A A A / / r-n n / r-) r-
PARALLEL WATER & SANITARY
SEWER PIPE DETAIL
NISHED GRADE
FI2' SQUARE - 3000 PS/ CONCRETE
-,fff`' ENCASEMENT AT 6" M/N/MUM
THICKNESS MAKE CONCRETE
MATCH PAVING THICKNESS IN CONFORM TO SLOPE ON F/NISHED
GRADE.
S7REETS BEING RESURFACED.
1/2" IN AREAS NOT
PAVED' INSTALLATION ON SLOPE
VALVE BOX COVER
� Ilj
FINISHED GRADE
BASE COURSE ♦♦♦♦♦♦♦
TAMPED BACKRLL
SCREW P' :i
PROW.PROWDE S7FM EX7ENSIONe .
TO EXTEND OF i
VALVE BOX SHOULD NOT CONTACT
MAIN OR VALVE
♦♦♦♦♦♦♦♦♦ ♦ ♦ ♦
♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦
♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦
.........................
U
TAMPED 84CKRLL -
3' MINIMUM DEPTH
OR AS SHOWN ON PLANS
PIPE
BACKFILL & 7HOROUGHLY TAMP
WITH SUITABLE MATERIAL
TO LEVEL OF STONE
TRENCH TO BE 18" WIDER THAN PIPE DLA.
OR WIDER /F REQUIRED FOR TAMPING
EQUIPMENT W USE AT S17E
TYPICAL TRENCH SECTION IN BITUMINOUS
SURFACE PAVED AREA
THESE SECTIONS ARE NIA ON NEW STREET CONST.
CAST IRON METER BOX
RUSSELL NO. MBX-2
OR VULCAN NO. V8404-2.
2" BRASS CURB S-MP W/ BRASS PLUG. -
USE MUELLER B-25172, McDONALD 6102K - -
2" COMPRESS/ON x MALE COUPLING OR FORD 841-777-0. -
2"x6" BRASS NIPPLE 2" COPPER PIPE 71
COEC.D HRUST ETAICOLLAR \ TYPE K" SOFT
TYPICAL BLOW OFF AT END OF
VER LINE ✓ 7
3" AND LARGER • A \\\ " AND LARGER WATER MAINS
WATER LINE MECH. JOINT PLUG W/2" TAP
CAST IRON METER BOX
^RUSSELL NO. MBX-2
OR VULCAN NO. 148404-2
1" BRASS CURB STOP W/ BRASS PLUG.
I" COMPRESS/ON x MALE ADAPTOR USE MUELLER B-25172, McDONALD
6102WT, OR FORD 641-444-Q.
I' COPPER PIPE
TYPE K" SOFT
2 "x 1 " BRASS REDUCER
-CONCRE7E BLOCKING
2" PVC WA7ER LINE
2" D.I. BELL X MALE THREAD ADAPTER 2" BRASS TEE
2" BRASS PLUG
TYPICAL BL OW OFF A T END OF 2 " WA TER MAIN
^^� 2" BRASS FLARED OR I CAST IRON METER BOX
COMPRESSION FITTINGS. RUSSELL NO. MBX-5
2' SQUARE 300 P.S./. CONCRETE OR VULCAN NO. VMB-3
ENCASEMENT. REQUIRED /N STREETS 2" CORPORA7ON STOP
BEING RESURFACED. NOT REQUIRED 2" BRASS CURB STOP W/ BRASS PLUG
ON NEW INSTALLATIONS IN PAVEMENT. USE MUELLER B-25172, McDONALD 6102WT
OR FORD B41-777-0
-TAMPED BACKFILL
I I �-2" TYPE K" COPPER TUBING
/F ADD177ONAL ADJUSTMENT /S I I I
NEEDED USE 6" D.I. PIPE
2" SERVICE SADDLE
AA 7 - MA NR -
- SPECIRCA77ONS FOR COMPONENTS ARE THE
II SAME AS FOR SERVICE CONNEC7ONS
2 " AIR RELIEF ASSEMBL Y
III III III III III I I III III III III III III -BLOCKING (BRICK OR CONC. BLOCK)
I II 1 VAL UE T J.
W/ RESTRAINT JOINT
UNDISTURBED SOIL
USE RE57RAlNED JOINT
FITTINGS OR HYDRANT TEE
GATE VALVES SHALL BE: MUELLER A - 2360 - 20, MUELLER A - 2370 - 20,
MULLER A - 2380 - 20, M & H 67 - 01, M & H 3067 - 01, OR AMER/CAN AVK SERIES 2500.
(SIZE 3" - 12).
VALVE INSTALLATION
I" BRASS FLARED OR
COMPRESS/ON FITTINGS.
I CAST IRON METER BOX
RUSSELL NO. M6X-2
OR VULCAN NO. V8404-2.
SERVICE SADDLE WITH DOUBLE STRAP
& NEOPRENE GASKET REQUIRED FOR
1" BRASS CURB STOP W/ BRASS PLUG
ALL TAPS ON A. C. OR P. V C. PIPE
USE MUELLER B-25172, McDONALD 6102WT
i I I I I i I I i I -III-
OR FORD -Q
(1'
II
TYPE K COPPER TUBING
I II I = MAIN III
I
1" CORPORATION STOP WITH
-III-I
AWWA STD. TAPERED 7HRE4D.
III
USE MUELLER H-15008,
-III-
IIII
McDONALD 4701T, OR FORD F-1000-4-0.
I " AIR RELIEF ASSEMBL Y
TAMPED BACKFILL
zv Z
g
SAND BED
�O
/10 COPPER WIRE REQUIRED FOR
LOCA770AI OF PLASTIC PIPE
c Z
�r g
ATTACH WIRE TO
ATTACH WIRE TO EACH
PIPE W/DUCT TAPE
6" PIPE
6"
VALVE BOX W/ 1/4" DIA.
EVERY 10 FEET.
MIN. DIA.
MIN.
BRASS BOLT DRILLED AND
TAPPED INTO VALVE BOX.
TYPICAL
TRENCH
SECTION
FOR 2 "
P. V, C.
PIPE
ONL Y
2" CURB STOP W/VALVE BOX
2" CORPORATION STOP
I I -I
I I-
CORPORAT/ON STOPS AS
CORPORATION
SPECIFIED /N SERVICE
2" TYPE K" COPPER
_-
CONNECTIONS I -III
PIPE (5 FT. LONG)
2" CURB STOPS SHALL -III
BE ALL BRASS BALL
-II
TYPE CURB VALVES I
MANUFACTURED BY _III
WATER
MAIN
MUELLER 8-25170, _
McDONALD 6102W7; I -III
2" PIPE
OR FORD 841-777-0.
2" D./. BELL X MALE THREAD ADAPTER
-III-II
2" SERVICE SADDLE ON NEW INSTALLA7ONS
2" BRASS NIPPLE & DRESSER COUPLING
SIMILAR INSTALLATION I -III -III_
FOR SMALLER PIPE
TO CONNECT EXISTING PIPE
2 " WA TER
LINE CONNECTION TAP
2" CURB STOP W/VALVE BOX
2"x12" BRASS NIPPLE
CONC. THRUST COLLAR
(SEE DETAIL)
2" PlIE
3"AND LARGER
WATER UNE 2" D.I. BELL X MALE THREAD ADAPTER
ON NEW INSTALLA77ONS
MECH. JOINT PLUG W/2" TAP 2" BRASS NIPPLE & DRESSER COUPLING
TO CONNECT EXISTING PIPE
2" WATER LINE CONNECTION TO PLUG
SERVICE SADDLES
MBX 5 METER BOX (Flush with Grade)
METER SETTER
ETER ER
FURNISH AND INSTALL DOUBLE STRAP SERVICE SADDLES FOR ALL TAPS MADE
BE S ET AS
ON A. C. OR AVC. MAINS, AND ON ALL 1 1/2" AND 2" PS MADE ON DUCTILE
TA
METER LEVEL
IRON PIPE SADDLES FURNISHED SHALL BE MANUFACTURED FOR TYPE OF PIPE
POSSIBLE
INTO WHICH TAP IS MADE IN THE FOLLOWING SIZES AND MODELS AND SHALL
METER SETTER
9"
INCLUDE A GASKET-
TO BE SET AS
COMPACTED
LEVEL AS
BACKFILL
SIZE D.I PIPE SMITH-BLAIR MUELLER
FORD
POSSIBLE
3/4" NOT REQUIRED
317 BR2
F202
9" METER
COMPACTED
1. NOT REQUIRED 317 BR28
F202
BACKFILL
1 1/2" SERVICE SADDLE WITH 1 1/2" CC (O.D.X 1 1/27 317 BR2B
F202
2" SERVICE SADDLE W/TH 2" CC (O.D.X 2) 317 BR2B
F202
CURB STOP
CTS x MPT
(REQUIRED FOR
SIZE 2" PVC PIPE SM/TH-BLA/R ROMAC
FORD
EACH METER)
CURB STOP
�SETTER�
3/4" SERVICE SADDLE WITH 3/4" cc (O.D. X 3/49 315-025607-000 101S-250-3/4cc
FC101-250-cc3
(REQUIRED FOR
EACH METER)
1" SERVICE SADDLE WITH 1" cc (0.A X 1 ) 315-025609-000 101S-250-lcc
FC101-250-cc4
BRASS
SOR 9 160 PSI PE
LARGER SERVICES FOR PVC PIPE WILL REQUIRE A TEE FITTING INSTALLED /N THE MAIN LINE.
UNION
SDR 9 160 PSI PE
PLASTIC PIPE OR TYPE
SETTER
PLASTIC PIPE OR TYPE
K" COPPER TAIL PIECE
'Y" COPPER TAIL PIECE
METER BOXES
III
METER BOXES SHALL BE MANUFACTURED IN THE FOLLOWING
I
- 3' MIN. I�
SIZES AND MODELS:
3' MIN. [-
2" LONG BRASS NIPPLE
PLUG END
SIZE RUSSELL VULCAN SUMTER MACH/NE
PLUG END
OF PIPE
3/4" MBX-2 V8404-2 MB2-MBC2
OF PIPE
<IZBRICK
BRASS BARBED COUPLING
1. MBX-2 V8404-2 MB2-MBC2
BRICK ON EACH CORNER
ON EACH CORNER
W/ STAINLESS STEEL
1 1/2" MBX-5 VUB-3 MB8-MBC6
CLAMP ON PLAS77C PIPE
2" MBX-5 VMB-3 MB8-MBC6
TYPICAL
I %
" & 2 " METER BOX
INS TALLA TION
TYPICAL 3/ " &
I" METER BOX INSTALLATION
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Sheet No. 2
i