20150615 Ver 1_Site Plan_20160502

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ALTA/ACSM LAND TITLE SURVEY:
"ALTA / ACSM LAND TITLE SURVEY"
PREPARED BY ALLIED ASSOCIATES, P.A.
DATED: 03/17/15
LAST REVISED: 03/23/15
GEOTECHNICAL INVESTIGATION REPORT:
"GEOTECHNICAL EXPLORATION REPORT FOR PROPOSED RETAIL DEVELOPMENT MGP PROJECT #P000339,
HAMLET AVENUE (US 74B), ROCKINGHAM, NORTH CAROLINA"
PREPARED BY S&ME INC.
S&ME, INC. PROJECT NO. 1305-15-022
DATED: 04/02/15
ENVIRONMENTAL SITE ASSESSMENT:
"PHASE 1 ENVIRONMENTAL SITE ASSESSMENT OF PROPOSED ROCKINGHAM RETAIL,
705 US HIGHWAY 74 BUSINESS, ROCKINGHAM, NORTH CAROLINA"
PREPARED BY S&ME INC.
S&ME, INC. PROJECT NO. 4335-15-061
DATED: 03/30/15
SEASONAL HIGH WATER TABLE:
"REPORT FOR SOIL EVALUATION / SEASONAL HIGH WATER TABLE (SHWT) ESTIMATION FOR STORMWATER BEST
MANAGEMENT PRACTICES (BMP'Sy
PROPOSED RETAIL DEVELOPMENT
HAMLET AVENUE (US 74B), ROCKINGHAM, NORTH CAROLINA
PREPARED BY S&ME INC.
S&ME, INC. PROJECT NO. 4335-15-061
DATED: 03/27/15
TRAFFIC REPORT:
"TRAFFIC IMPACT STUDY FOR THE ROCKINGHAM GROCERY STORE DEVELOPMENT -
ROCKINGHAM, NORTH CAROLINA"
PREPARED BY RAMEY KEMP & ASSOCIATES
REPORT DATED: 06/05/15
UTILITY SEE"IRVICE CONTACTS
SERVICE
UTILITY / GOVERNING AGENCY
ELECTRIC
DUKE ENERGY
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805 NORTH PINEHURST STREET
EXISTING CONDITIONS & DEMOLITION PLAN
ABERDEEN, NC 28315
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PIEDMONT NATURAL GAS
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325 OLD CHARLOTTE HIGHWAY
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ROCKINGHAM, NC 28379
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WATER / SEWER
CITY OF ROCKINGHAM PUBLIC WORKS DEPARTMENT
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RICHARD HAUGEN
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514 ROCKINGHAM ROAD
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ROCKINGHAM, NC 28379
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IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
H:\2015\NCR151000\DRAWINGS\P1_AN SETS\NCR151000SDO.DWG PRIMED BY: AALLISON 4.27.16 ® 9:45 AM LAST SAVED BY: AALUSON
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RICHMOND COUNTY, NORTH CAROLINA
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GRDI, LLC
STORE #1085
1500 SUNDAY DRIVE, SUITE 101
RALEIGH, NC 27607
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Regional Hospital
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PHASE I EROSION & SEDIMENT CONTROL PLAN
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LANDSCAPE PLAN
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LIGHTING PLAN
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CONSTRUCTION DETAILS
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B011LER
E N G I N E E R I N G
P-1132
NC, PLLC
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
www.BohlerEngineering.com
CONTACT: ANDREW MORIARTY - [e-mail]
COVER SHEET
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EXISTING CONDITIONS & DEMOLITION PLAN
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SITE PLAN
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GRADING AND DRAINAGE PLAN
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UTILITY PLAN
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PHASE I EROSION & SEDIMENT CONTROL PLAN
(C-6.0)
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PHASE II EROSION & SEDIMENT CONTROL PLAN
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LANDSCAPE PLAN
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LIGHTING PLAN
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CONSTRUCTION DETAILS
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CONSTRUCTION DETAILS
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CONSTRUCTION DETAILS
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EROSION & SEDIMENT CONTROL DETAILS
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EROSION & SEDIMENT CONTROL DETAILS
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EROSION & SEDIMENT CONTROL DETAILS
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ALLIED ASSOCIATES, P.A.
4720 KESTER MILL ROAD
WINSTON-SALEM, NC 27103
TELEPHONE: [phone]
FAX: [phone]
ALERT TO CONTRACTOR:
1. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS
REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL
BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION
AND THE FINAL CONNECTION OF SERVICES.
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REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: AS SHOWN
CAD I. D.: SDO
PROJECT:
ROCKINGHAM
GROCERY
GRDI, LLC
LOCATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
--1 BOH LER
E N G I N E E R I N G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
COVERSHEET
SHEET NUMBER:
c-1'0

GENERAL NOTES:
CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR
IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE
REQUIREMENTS.
1. THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN:
• "SURVEY - ALTA AND ASCM LAND TITLE SURVEY, ALLIED ASSOCIATES, P.A.", DATED 03/17/15, REVISED ON 03/23/15.
• "ENVIRONMENTAL SITE ASSESSMENT - PHASE 1 ENVIRONMENTAL SITE ASSESSMENT OF PROPOSED ROCKINGHAM
RETAIL", S&ME INC., DATED 3/30/15.
• "GEOTECHNICAL REPORT - GEOTECHNICAL REPORT FOR PROPOSED RETAIL DEVELOPMENT", S&ME INC., DATED
04/02/2015.
• "SEASONAL HIGH WATER TABLE - REPORT FOR SOIL EVALUATION / SEASONAL HIGH WATER TABLE (SHWT) ESTIMATION
FOR STORMWATER BEST MANAGEMENT PRACTICES (BMP'S)," S&ME INC., DATED 3/27/15.
PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT HE/SHE HAS THE LATEST EDITION OF THE
DOCUMENTS REFERENCED ABOVE. THIS IS CONTRACTOR'S RESPONSIBILITY.
2. ALL ACCESSIBLE (A/K/A ADA) PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF
THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" ADA CODE 42 U.S.C. § 12101 et seq. AND 42 U.S.C. § 4151
et seq.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, AND ANY AND ALL
AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED.
3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND
APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS
RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND
APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN
OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES.
4. THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL
CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
5. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS,. SPECIFICATIONS AND CONDITIONS OF APPROVAL,
AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS
OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT.
6. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION
DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR
RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE
PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER,
IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS
AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK.
7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO
THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER
ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF
THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES.
8. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES
EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR
WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS
PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING
CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK.
9. CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS "OF RECORD" FOR EXACT LOCATIONS AND
DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY
LOCATIONS.
10. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL
REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO,
STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). CONTRACTOR
MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR
AMBIGUITIES WHICH EXIST.
11. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID
WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES
WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR.
12. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING
REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY
ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS
STRUCTURES AND PROPERTIES.
13. THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT,
STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL
CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE
STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO
REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE
PROJECT.
14. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR
PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT,
STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO,
REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE
ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED
DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR
EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION
EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN
CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES.
CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL
EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF
CONSTRUCTION.
15. ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS
UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT.
16. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY
OR FOR THE CONSTRUCTION MEAN, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED
BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS
RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT
OF CONSTRUCTION.
17. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN
RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S
SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY
JOB SITE SAFETY ISSUES, AT ANY TIME.
18. ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S
LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE
THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS,
OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS,
EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS
ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD
HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER
ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING
WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER
THE COMPLETION OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED UNDER
THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE
OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS,
SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND
SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE
DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES
OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN
ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL
CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN
WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE
HEREUNDER.
19. BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS
SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT
ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION
SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND/OR METHODS AND/OR TECHNIQUES
OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME
HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS
WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT
BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER
ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY
AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE
REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN
RECEIVED.
20. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING
AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS,
PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND
ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL
CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION
MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING,
SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE
ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE
PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY
CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH
OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY.
BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL
INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN
NOTE 19 FOR JOB SITE SAFETY.
21. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN,
WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE
H:\2015\NCR151000\DRAWINGS\PLAN SETS\NCR151000SDO.DWG PRIMED BY: AALLISON 4.27.16 ®9:45 AM VST SAVED BY: AALLISON
WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL
COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD
HARMLESS THE ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN ACCORDANCE WITH PARAGRAPH 19
HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED
TO SAME.
22. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS
PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S
PRICE.
23. ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY
APPROVED SUPPLEMENT.
24. ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR
CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR AND/OR OWNER FAIL BUILD OR
CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND
HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER
INCURS.
25. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS
AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER
IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS
TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND
RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES
THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE.
26. ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE
27. ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL
REGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS.
28. CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND
ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF
CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER
HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT
OF SAID FAILURE.
29. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN
COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION
REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL
ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED
TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS
APPROPRIATE.
30. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY
PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF
"PROFESSIONAL OPINION" REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL
KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE
STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED.
GENERAL GRADING & UTILITY NOTE
1. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY CONFIRMED
WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER
AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR IN THE
FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST IMMEDIATELY BE REPORTED, IN
WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF
CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND
UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION.
2. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED
TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE
LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND
COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE
UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES
DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH DAMAGE
TO ANY EXISTING UTILITIES DURING CONSTRUCTION.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT
LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE
INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND/OR DISCREPANCY
BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE CODES, REGULATIONS,
LAWS, RULES, STATUTES AND/OR ORDINANCES, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO NOTIFY THE PROJECT
ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND/OR DISCREPANCY PRIOR TO THE START OF CONSTRUCTION.
CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE
ACCEPTANCE OF ALL RESPONSIBILITY TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL
COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND,
FURTHER. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME.
4. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE
AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO
PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE
ACTIVITY.
5. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS
RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE PROJECT.
THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES
HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY
REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.
6. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY GRAVITY
PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES.
7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT
BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND EXTERIOR
GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE
INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT
PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL
IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND/OR CONTROL OF THE SITE, AND ALL
OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE
FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE.
WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL
PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND
PRIOR TO CONSTRUCTION, RESOLVE SAME.
8. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY
COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES REQUIRED
BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE APPLICABLE
MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION.
9. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND.
ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE PROVIDER INSTALLATION
SPECIFICATIONS AND STANDARDS.
10. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE
RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR IS
RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE
GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL
REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A
QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT
ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN
COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE
GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.
SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE
MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S
REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY
THE GEOTECHNICAL REPORT. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND
COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE
REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE
STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR
REVISIONS THERETO.
11. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE
RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED WITH THE APPLICABLE
UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND
COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT
SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL. FURTHER,
CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE.
12. THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS,
AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS
RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE
CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING
PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO
EXCAVATION AND TRENCHING PROCEDURES.
13. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL
DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE
TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED.
14. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS
NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES,
STATUTES, LAWS, ORDINANCES AND CODES.
15. DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A
CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS -INSTALLED LOCATIONS OF ALL
UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE FROM
THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE PLAN,
WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE COMPLETION OF WORK.
16. WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE
CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER, UTILITIES, AND
IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS
RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND MUST NOTE THE
LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO
THE OWNER UPON COMPLETION OF THE WORK.
17. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY
INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75%
MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM ON
ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), TO PREVENT PONDING. CONTRACTOR MUST IMMEDIATELY
IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH
OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING
PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, CONTRACTOR SHALL INDEMNIFY,
DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE
LIKE WHICH RESULT FROM SAME.
18. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE
NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE. IT IS CONTRACTOR'S
OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION OF
SAME.
19. REFER TO SITE PLAN FOR ADDITIONAL NOTES
20. IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN
WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN WRITING, OF
ANY DISCREPANCIES AND/OR CONFLICTS.
21. CONTRACTOR MUST REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF
SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO ENGINEER
AND OWNER PRIOR TO INITIATING WORK ANY WORK.
22. WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS,
ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS/FOUNDATION ELEVATIONS ARE
NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL DESIGN
SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION
OCCURS.
23. STORM DRAINAGE PIPE:
UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH
WATER TIGHT JOINTS UNLESS INDICATED OTHERWISE. WHEN HIGH-DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR
ON THE PLANS, IT MUST CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH
GASKET FOR WATER TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS
INDICATED OTHERWISE.
24. SANITARY SEWER PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE INDICATED OTHERWISE. SANITARY
LATERAL MUST BE PVC SCHEDULE 40 OR PVC SDR 26 UNLESS INDICATED, IN WRITING, OTHERWISE.
25. STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR
MANHOLES STRUCTURE TO CENTER OF STRUCTURE.
26. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS
RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PLANS.
27. SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE
CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE, DUCTILE IRON OR OTHER
SUITABLE MATERIAL.
28. SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOW OR INDUSTRIAL FLOW MUST BE
SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION IS
NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE BOTTOM
OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH JURISDICTION
OVER SAME.
• WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN
CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF AT
LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE
LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES
UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED.
29. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL
WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT -LINED DUCTILE IRON
(DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA
STANDARDS IN EFFECT AT THE TIME OF APPLICATION.
30. CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SEWER,
WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND/OR
STATE DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK
WITH THE AGENCY WITH JURISDICTION OVER SAME.
31. WHERE BASEMENTS ARE TO BE PROVIDED FOR PROPOSED DWELLING UNITS, THE DEVELOPER SHALL, BY BORING OR BY
TEST PIT, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED DWELLINGS. WHERE
GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA, BASEMENTS WILL NOT BE INSTALLED UNLESS SPECIAL
CONSTRUCTION METHODS ARE UTILIZED, TO BE REVIEWED AND APPROVED BY THE MUNICIPAL CONSTRUCTION CODE
OFFICIAL. IF AND WHERE SUMP PUMPS ARE INSTALLED, ALL DISCHARGES MUST BE CONNECTED TO THE STORM SEWER. A
CLEANOUT MUST BE PROVIDED PRIOR TO THE CONNECTION TO THE STORM DRAIN IN ORDER THAT BLOCKAGES CAN BE
ADDRESSED.
32. FOR SINGLE AND TWO-FAMILY RESIDENTIAL PROJECTS, WHERE THE PROPOSED DWELLING AND ADJACENT SPOT
ELEVATION(S) ARE SCHEMATIC FOR GENERIC BUILDING FOOTPRINT, GRADES MUST BE ADJUSTED BASED ON FINAL
ARCHITECTURAL PLANS TO PROVIDE A MINIMUM OF SIX (6) INCHES BELOW TOP OF BLOCK AND /OR SIX (6) INCHES BELOW
SIDING, WHICHEVER IS LOWEST, AND MUST PROVIDE POSITIVE DRAINAGE (2% MIN.) AWAY FROM DWELLING. ALL
CONSTRUCTION, INCLUDING GRADING, MUST COMPLY WITH THE LATEST LOCAL AND STATE BUILDING CODE AND ALL OTHER
APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.
33. LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY
34. CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE NO
LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE
PROPERTY.
LEGEND
FOR ENTIRE PLAN SET
NOT TO SCALE
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
ACRES
ONSITE PROPERTY
LINE / R.O.W. LINE
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- -
NEIGHBORING
PROPERTY LINE /
INTERIOR PARCEL LINE
- -
PROPOSED
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LINE
ARCHITECTURAL
PT
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BC
BOTTOM OF CURB
PTCR
CONCRETE CURB &
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CURB AND GUTTER
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POINT OF VERTICAL
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BASELINE
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PARKING
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X
CORRUGATED
METAL PIPE
-170- -
-------------169------------
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SANITARY
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STORM
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SANITARY SEWER
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UNDERGROUND
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UNDERGROUND
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G
UNDERGROUND
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G
TOP OF CURB
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OH
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UNDERGROUND
TELEPHONE LINE
T
TPF
C
UNDERGROUND
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TOP OF WALL
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-
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GARAGE FLOOR (AT
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ELECTRIC
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EB
ELECTRIC
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POINT OF GRADE
ADA
AMERICANS WITH
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PROP
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ARCH
ARCHITECTURAL
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POINT OF
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BC
BOTTOM OF CURB
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POINT OF
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BF
BASEMENT FLOOR
PVC
POLYVINYL
CHLORIDE PIPE
BK
BLOCK
PVI
POINT OF VERTICAL
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BL
BASELINE
PVT
POINT OF VERTICAL
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BLDG
BUILDING
R
RADIUS
BM
BUILDING
BENCHMARK
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REINFORCED
CONCRETE PIPE
BRL
BUILDING
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RET
WALL
RETAINING WALL
CF
CUBIC FEET
R/W
RIGHT OF WAY
CL
CENTERLINE
S
SLOPE
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CORRUGATED
METAL PIPE
SAN
SANITARY SEWER
CONN
CONNECTION
SF
SQUARE FEET
CONC
CONCRETE
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STATION
CPP
CORRUGATED
PLASTIC PIPE
STM
STORM
CY
CUBIC YARDS
S/W
SIDEWALK
DEC
DECORATIVE
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TO BE REMOVED
DEP
DEPRESSED
TBRL
TO BE RELOCATED
DIP
DUCTILE IRON PIPE
TC
TOP OF CURB
DOM
DOMESTIC
TELE
TELEPHONE
ELEC
ELECTRIC
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TREE PROTECTION
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ELEVATION
TW
TOP OF WALL
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TYPICAL
ES
EDGE OF SHOULDER
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UNDERGROUND
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W
WIDE
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FLARED END SECTION
W/L
WATER LINE
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FINISHED FLOOR
W/M
WATER METER
FH
FIRE HYDRANT
±
PLUS OR MINUS
FG
FINISHED GRADE
DEGREE
G
GRADE
0
DIAMETER
GF
GARAGE FLOOR (AT
DOOR)
#
NUMBER
GH
GRADE HIGHER SIDE
OF WALL
GL
GRADE LOWER SIDE
OF WALL
GRT
GRATE
GV
GATE VALVE
HDPE
HIGH DENSITY
POLYETHYLENE PIPE
HP
HIGH POINT
HOR
HORIZONTAL
HW
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LIMITS OF
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LINE OF SIGHT
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LOW POINT
L/S
LANDSCAPE
MAX
MAXIMUM
MIN
MINIMUM
MH
MANHOLE
MJ
MECHANICAL JOINT
OC
ON CENTER
PA
POINT OF ANALYSIS
PC
POINT CURVATURE
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POINT OF
COMPOUND
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REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: N/A
N. CAD I. D.: SDO
PROJECT:
ROCKINGHAM
FOR
GRDI9 LLC
LOCATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
0 BOHLER
E N G I N E E R IN G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
C�E1�TERAL
NOTES
SHEET NUMBER:
c - I , 1

1"EIPQ
(SAB) y
rn rn
w
ROBERT B. WILLIAMS, JR. WOODS `� '(CPN
PLN. 7472-0996-3244
D.B. 1106, PG. 377
SLIDE 388-A \ 1
ZONED 0-1, R-20
x
USE VACANT 264.4'
FdtWTAIN POINTE APARTMENTS, LP
\
PINS 7472-0295-8703 1
1
/x it I '\\ ,1 . D.B`,1655, PG 121 1
0� \ 2 5.9' ^' ' I I' ` ;1 '\ `, SL)DE� 533-�
vl
III \1`\ ``1 `, ', \ zZONEO`Q-3
"E 1, WOOQS ` \ ` ` \ V( f.. RE�IZM IAL
EXIST. WET, h'✓OS `\ \ \\ '1
LINE, `,
--- SITE CWRENTLY llNQER CONSI CTION 11
WOODS --\ `\(OB,SERI I \i ENCS Of CURRENT !ARJH MOJ�NG WORK)
STB/VE7j------' \ c�
x x O co `------------- `70X0/c_,04'2, 262.7' 262A' OX OF,04'2, \ m
-\---------- ------
CONCRETE MONUMENT -----
(EX/STING) i `, ' i ------ 272273 1 w
♦ 263.1 \x 30 r•s• 1�ET T/ON OND i - i 1
. 1 I ..•...�$'' � I \, --274---- � ��
----
LOD 275— = c>
RYAN S FAMLL Y TEAK HOUSES EAST, \`dNC.
�LODLOD
7 I i
\----47 25-53 ----- _ 1 X, R\ \ C, 2 -
WOODS R'0`\G. 379 #4 `
DB
1347\
\ c�
----------
E• , . h6B-EF1B r,.
ZONED N\- 3 % 1, ; - ,I ---- 78,
-------4� � r,' `p0 A= 25,527 SE x(0.586 ACRES 7 �'1----
^}_ 0/ l / EXCLUDES AREA WLT/ri'(V POSSIBLE
OVERLAP
, 261.8' I \`\ /' / 'r `i \ `\ ' 1 `\ \\ '� '� 1 ( i �Ir+ i'1 n \\
RETE
/ 265.7N _
_ PROPERTY LINES
IRS l -b ----- S64'S9'49IF 217.1/1' (TOT.) � 1�,
TO BE VACATED 1
- - - - - -' - - I �u \ it \ 1 \ , , \ f
4" ElP /r 1 I I ;,
-•' ``\ ' / 'I x I`\ I ' 1 1 `I 1 \ \ 1 I I JJyI \• 1 `�' ♦ 1 ` I I� _
\ ( I 1 265.2 I ♦ /, 1 11 u '1 \\ I y,JJ \, ` ,1 1 1 ` , 11 i y
259.860.3,
• WOODS
�YJ'
WOODS ' ' ' � ♦ -9�---711iC- .Y
O\ , I/ 111 \ 1 \ 1 JI
/ ?---- WOVEN WIRE F TBR) 1 �� `n
(DILAPIDATE. y) �SCATTEIED TRESS
Abp � ; 1 BRUSM (MR) '1 r
{
<Kj
11� O 1 i I t I -b .1\\ I
259.1
S JA \ /N1f=260.98 ; 1 R' 1 ♦ W060S (TBRR I \ 1
ZONED R-20 / -
260.3' l , lNV=260.93'
ZONED 0-1
2581' d716 chi 18„
7 259.6'
+ ♦ PROPERTY L/NEST �'� 1----- CE i" I
258.8' �/ ' BE VACAtEO ;WOVEN WIRE FEN _ :, ✓r RICHMOND HOSPLTIALITY, LL i C \ `i
p m }
(DILAPIDATED) (TBR\ } PlV 7472-0295-7304
D.B. 1487, P�. 3,37
[� T [� I ;_ 1 } SLIDE 746+ U ; 4 ` Fn
O • '/' WOOD) (/l�/\) ' / • y ' ( J -J ' ` ' } I 1 1 '1 ; \Q 1 I II
,-------- ' %' / ; �ra� / / w �' 1 :''ry . > ZONED a ;'I I
/ / ca / / i \ • AREA= 702, 700 S F 2 358 A RES f " I
,~ WOODS 1 p !
WOODS
------ co N -/ RY;KS FAMILY STEAK HO
Ir
ZES EAST, INC.
N /
257.8' ,a ' � 1 � / ; ' A DELAWARE CORPORATION
PIN. 7472-029b-3492 I i' i r'1 > {
i • ; f' O D.B. 1347, G. 319 ® i
r I � I T i ' i L POSSIBLEJZL ! } I C r 1 I
, 256.8' / SLIDE 656-G
261.9'
ZONE B-3 i ' LOCAAON (fBR),
J x
257.5'� i 1 O
AREA= 90, 966 y E. / 2.088
r 93/ EXCLUDES AREA YUITHIN POSS/bLE OVERLAP/
ROBERT B. WILLIAMS, JR. i J. .q' / 272 f/,
WOODS T R � ' \ 2
_ I 258.1 ' O ' "1- . �_ ► } \ { •, 1
PIN. 7472-0996-3244 1
Q ` , / • % I t CATTERED TREES < '
D.B. 1106, PG. 377\. ' j —
SLIDE 388-A / ( 1 _� 1 ? BRUSH (TBR)
ZONED 0-1, R-20 256.8' _ _ ( ♦ ; 1 , J,1 ♦ \ ' / r ',1
USE. RESIDENTIAL 2572'
26A<6 v
30
256 8'
'a rn o N > 1 WOODS TE�1 I 1 } ; EX. HYDRANT
:. i / i i y'i \ `\ ' `' Q 11 •�'1 I I I \ i ' (TO -OE RELOCf Z',z '
1 > N'
256.6' ♦ 1 1 1 a 1 { \, N_
x256.2' i \ /1 ti'1 O S I
SCATTERED I 11I
r I I �' / 2564' I \I `\ \\ ' 1 I / ' ' 1 i ' \ I 1 s O V { : /
256.Y r I, , TREES & GUY -0 1,
,• , II I , 4 \ ,
WOODS Trlo34d8.461 WOODS (T4R) 1 c r s {
,i WOODS! ;' o ( �' BRUSH (TBR) "� i /(TO BE ��ET) { yfr4 EIR
. + II Lk'- 6.90'' _ �` _
256. > '
11 25r`'T ; 1',257.N 66'\\14 28" W, 156,89' 91'' 10 \
_ {
1 ' F.O. M lRS N64'S7 09 2 0 a 3BW Dl IDATED (TB 1 ' lP N64'47'44'1V #4 ElR % ' `, ' 11,
(AJ\.
__ --- -- -.-..... -.... .,. '.. A E \ -` ` 96.29' N64'S853 96.36' I <
ALDI (N.C.) LLC.
PIN.- 7472-0295-9336
D. B. 1452, PG. 129
ZONED B-3
USE GROCERY STORE
CB p
FLOW=273.06'
INV OUT=266.68'
CB #4
FLOW=273.16'
INV IN=266.17'
M.
#4 E1R
3
P
' 1
I I
I
I I
I
I 1
I 1
1
_ I
cn
OUTPARCEL HOLDINGS, L.L.C.
I 1
PIN., 7472-0295-9153
1 D. B. 1659, PG. 240
SLIDE 773-V
ZONED B-3
1 n USE FAST FOOD RESTAURANT
1
1
FLOW=270.81 '
INV OUT=267.18'
� � 1
(1 1 CB #2
M FLOW=270.68'
a INV 1N=267.16'
\ � M
3/4" ElP
42- N ~
1 �
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- .---------- _
m - _
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274.81 (TlE) r '_ �-� �-�� --_-- -- --------- --- �` K , �____ ;------------------ -- ---- ------__---------_
W FES ----s -- - s - _ t— —s — s s _ - --- --- - _ - -
/ ---5-' s— _-----s------5---- --------------- s ---- _ _ --__ - s s -
------------ .sem„ PV�s
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nei_ __---- — ---- _ _ ---
g" PVC - -----J --- ------ ----- ' ---- � -- _ {X-5`TR�LIGHT ���— �----�--- __�
—rte
Lp BE RELOC
__------------------- ZO�BlM18112'---------------♦�9f�3- - ---- __ _ -flQL--------------
--�P_--I -- ------ -
t TOP R1M=258.89' CL INV=254.97' APPROX. WATERLINE EX. STREETLIGHT
s CL INV=25261' METAL TRAFFIC LIGHT POLE TOP R1M=264.93' (TOB RESET) INV 265.20 INV=265.70' STUB LOCATION (TO BE RELOCATED)
N ON CONCRETE BASE CL INV=257.28'PROP. SAWCUT W/FES LINE (TBR) € W/FES (TBR)
-----------------------Ep � ---- PAVEMENT
�-------------------------- ��� -� SIGNALIZED INTERSECTION ------------------
------
------ ----
GRASS MEDIAN DIE 1 I 1n" Cl n" n, -- € —
W
JUNCTION BOX w—w�w�w w W W w w w ---------------
/ / �lJ o�o �USJlNESS
— W W W W' wg W W Ww W W W W W IOAW
w� ------------------
--EP ----
------ APPROXIMATELY 14,023 ADT CONCRETE MEDIAN g
--- 2
�J
ASPHALT PAVED PUBLIC ROADWAY
2� �J (150' ]PUB LIIC R/) s
_ —----------------------------------------------------- (45 MPH SPEED L1IVU-1)
a APPROX. WATERLINE LOCATION APPROX. WATERLINE LOCAT/ON g
--EP -- - - ----- ----- --- EP--- -
------ - --
I
w w w d4W G GG
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� I
H:\2015\NCR151000\DRAWINGS\PLAN SETS\NCR151000SSO.DWG PRINTED BY: AALLISON 4.27.16 0 9:46 AM LIST SAVED BY: AALUSON
RIGHT -TURN ARROW
TO BE CONVERTED
RE
8" PVC A
----------- TOP RIM=269.49'
CL INV=258.62'
WZw CONCRETE MEDIAN
-----------------------------------�
-------------------------------------------
G�G_7—G
4" PLASTIC
1 I
GV
I I
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M
GENERAL DEMOLITION NOTES:
1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY:
ALTA / ASCM LAND TITLE SURVEY
ALLIED ASSOCIATES, P.A.
DATED: 03/17/15
REVISED: 03/23/15
JOB #NCR151000: SURVEY -JOB #PA150303
2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY
AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS
TO SAME.
3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE
SUPERVISION, OR ANYTHING RELATED TO SAME.
4. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE
DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND
INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE
IMPROVEMENTS.
5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR
SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE
CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN
WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY
DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS
OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES,
REQUIREMENTS, STATUTES, ORDINANCES AND CODES.
6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO:
A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND
OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND
DEMOLITION WORK.
N64'47'16'W
184.45' (TIE)
GRAPHIC LEGEND
.. .. ..
SOILS BOUNDARY
DEMOLITION LEGEND
EXISTING NOTE
TYPICAL NOTE TEXT
DEMOLITION NOTE
PoB
PELION LOAMY SAND
PROPERTY
AcB
AILEY LOAMY SAND
(0% - 8%SLOPES)
LINE
EASEMENT
LINE
SAWCUT
LINE
CONCRETE CURB &
GUTTER
— — — — — —
------
LIMITS OF
DISTURBANCE
LOD LOD—
METAL TRAFFIC LIGHT
POLE WITH CONC. BASE
UTILITY POLE
LIGHT POLE
W
N✓
UNDERGROUND
WATER LINE
G
G
UNDERGROUND GAS
LINE
UNDERGROUND FIBER
FO
FO
OPTIC LINE
OH
OH
OVERHEAD WIRE
UNDERGROUND
_T
_T_
TELEPHONE LINE
STORM
::p.mx = x = x = x x
SEWER
=xsxsxsxsxsxsxsxsxsxsxsa
—5-5
SANITARY SEWER
MAIN
O
SANITARY
MANHOLE
®
STORM MANHOLE
® M
WATER METER
WV
WATER VALVE
WELL LOCATION
OW
FIRE HYDRANT
GAS METER
❑
GAS VALVE
WOVEN WIRE
-X----X----X----X----X----
FENCE
TREELINE
................................,
GRAPHIC LEGEND
.. .. ..
SOILS BOUNDARY
JmA
JOHNSTON MUCKY LOAM
(0% - 2% SLOPES)
PoB
PELION LOAMY SAND
(2% - 8% SLOPES)
AcB
AILEY LOAMY SAND
(0% - 8%SLOPES)
NOTE: A JURISDICTIONAL DETERMINATION REQUEST WAS SUBMITTED
s s TO THE US ARMY CORPS OF ENGINEERS ON MARCH 25, 2015 TO VERIFY
THE WETLANDS AND PROPOSED IMPACTS. THE DETERMINATION IS
STILL UNDERWAY AND WILL BE PROVIDED UPON APPROVAL.
NN
0j
40 20 10 0 40
1 "= 40'
l z¢
(� H 5 z 0
QW>zf- 0
LLILL
H� W K d H
OwJ=�
z U � U H O)
cn �Qrf)
w o
w � aaa� }
Fi P4 aQU=wz
W w> wO 0 w
~ aLF-0
trj a =wow QO
a _j \n W m cn
�0�
w uo &
z
a zQa�
W 6w (D - wwQ O
u)3:u�i���
aw0www
5 z I z z z
♦����♦
cc
c�
Fc
REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: 1" = 40'
CAD I. D.: SSO
PROJECT:
ROCKINGHAM
GROCERY
O
GRDI9 LLC
LOCATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
BOHLER
E N G I N E E R IN G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
EXISTING
CONDITIONS &
DEMOLITION
PLAN
SHEET NUMBER:
C,2,nu

GRAPHIC LEGEND
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
7,000 SF
PROPERTY
LINE
MIN. LOT WIDTH
BUILDING SETBACKS
w �
_-------_
BUILDING OR
PARKING SETBACK
30 FT
k°E
LIMITS OF
DISTURBANCE
LOD LOD
PIN.- 7472-0996-324401
SAWCUT
LINE
D.B. 1106, PG' 377
�� /
I
CURB &
GUTTER
/ `
/ I
ZONED 0-1, R-20
USE VACANT
/ ■
5 FT
SPILL
CURB
MIN. REAR YARD SETBACK
RESIDENTIAL BUFFERS
5 FT
78.3'
FLUSH
CURB
15 FT
NIA
TRANSITION
CURB
20 FT
c -Q-)
UTILITY POLE
60 FT
G0
LIGHT POLE
11@0
OH OH
OVERHEAD WIRE
STORMWATER
INLET
ENDWALL
END SECTION
0
®
SANITARY
MANHOLE
(D
STORM MANHOLE
0
PARKING
COUNT
Z6
ELEC. TRANSFORMER
ON CONC. PAD
PAVEMENT
STRIPING - 4" SSWL
STOP SIGN
�-
ADA ACCESSIBLE
PARKING SIGN
�-
PAINTED STOP BAR
S TOP
TREELINE
po
SIGNAL POLE
FENCE
ROBERT B. WILLIAMS, JR.
FIN.- 7472-0996-3244
D.B. 1106, PG. 377
SLIDE 388-A
ZONED 0-1, R-20
USE RESIDENTIAL
S70°04 29'E
274-81' (TIE)
ZONED R-20 1,z
ZONED 0-/
41
Co
1�
/O<C/
PR(
/O
J PROP. RIP RAP OUTLET -
PROTECTION (EW -1) r
PROP. 6' CHAIN
LINK FENCE
WETLAND AREA ,
/ PROP. RIP RAP OUTLET
/ PROTECTION (EW -2)
/
/ G\4, II�
v I
2$ E
/ P G /�� P�6 III •
g55 /�O / ■
II J
I
WETLAND AREA I I
2� I
I
n„n I I ■
'A" / // PROP. LIGHT (TYP.)
SEE LIGHTING PLAN
�/ ------ � 46------10'
• C .:
1428 " W, 156.89'
FOUNTAIN POINTE APARTMENTS, LP
PIN.- 7472-0295-8703
D. 8. 1655, PG. 121
SLIDE 533-D
ZONED B-3
USE RESIDENTIAL
SITE CURRENTLY UNDER CONSTRUCTION
(OBSERVED EVIDENCE OF CURRENT EARTH MOVING WORK)
PROP. RETAINING WALL
(TO BE DESIGNED BY OTHERS)
�PROP. 5'x 5'
CONC. PAD er
ALDI (N. C.) L.Z.C.
PIN.- 7472-0295-9336
D. B. 1452, PG. 129
ZONED B-3
USE- GROCERY STORE
OUTPARCEL HOLDINGS, L.L.C.
PIN.- 7472-0295-9153
D.B. 1659, PG. 240
SLIDE 773-V
ZONED B-3
USE. FAST FOOD RESTAURANT
--
PROP. RIP TURN DOWN ■ a
RAP (TYP.) - CURB OVER F :—
SEE DETAIL TRANSITION ■ a
_____ ----EP =----,` --------------------------------------------------------
GRASS
----------------------------------- -
--EP --------- ------------- � � ,✓� ,rte
GRASS MEDIAN Iy 1
- ✓� --
---EP"�• %� e BUSINESS ------ v
-------------------------------
--------------------
— — — — — — — — — — — —
-------------------------------- --�-
--------------
- E? - - - - - - - � � — — — — — — — — —CONCRETE MEDIAN—
APP]I2OXIMAT]ELY 14,023 AOT _ _ _ _ _ _ _ CONCRETE MEDIAN
— — — — — — — — — ------------------
AS]PHALT ]PAVED PUBLIC ROADWAY
— — — — — — — — — — — — — — — — — — — — — — — — — — -
-
(150'PUBLIC RiW) -
----------------------------------------------------- - (45 MPH SPEED LIMIT
— — — — — ------------------------------------ ---------- 7 -----------
------------------ EP---
EP ---------------------
-------------
I I I I I
I I I I I I
H:\2015\NCR751000\DRAWINGS\PLAN SETS\NCR151000SSO.DWG PRIMED BY: AAWSON 4.27.16 0 9:46 AM LAST SAVED BY: AAWSON
I WI
N64°47'16'W
184.45' (TIE)
PAINTING STRIPING LEGEND
SSWL/4" - SINGLE SOLID WHITE LINE / 4" WIDE
SSYL/4" - SINGLE SOLID YELLOW LINE / 4" WIDE
DSYL/4" - DOUBLE SOLID YELLOW LINE / 4" WIDE EACH
SBWL/4" - SINGLE BROKEN WHITE LINE / 4" WIDE
SSWL/24" - SINGLE SOLID WHITE LINE / 24" WIDE
SITE PLAIN & ZONING NOTES:
1. THIS PLAN REFERENCE DOCUMENTS AND INFORMATION BY:
BOUNDARY & TOPOGRAPHIC SURVEY, PREPARED BY ALLIED ASSOCIATES, P.A.
4720 KESTER MILL ROAD
WINSTON-SALEM, NC 27103
DATED 03123/2015
2. OWNERS: FIRE MOUNTAIN RESTAURANTS, LLC
FORMERLY
RYAN'S FAMILY STEAK HOUSES EAST, INC.
1020 DISCOVERY ROAD
EAGAN, MN 55121
RICHMOND HOSPITALITY, LLC
17780 FITCH SUITE 105
IRVINE, CA 92614
3. APPLICANT: GRDI, LLC
1500 SUNDAY DRIVE, SUITE 101
RALEIGH, NC 27607
4. PARCEL: 705 U.S. 74 BUSINESS
CITY OF ROCKINGHAM
RICHMOND COUNTY, NORTH CAROLINA
ZONE: B-3 (HIGHWAY BUSINESS)
USES:
MISCELLANEOUS SALES OR SERVICE [ARTICLE 31 = PERMITTED
PRODUCE MARKET [ARTICLE 3] = PERMITTED
5. BULK REQUIREMENTS [ORD. 9-4-941:
B-3 HIGHWAY BUSINESS
REQUIRED
PROPOSED
rnrn�\
7,000 SF
5.03 AC (219,193 SF)
MIN. LOT WIDTH
BUILDING SETBACKS
w �
182,56'
MIN. FRONT YARD SETBACK
30 FT
k°E
ROBERT B. WILLIAMS, JR.
�SgftaS
PIN.- 7472-0996-324401
MIN. REAR YARD SETBACK
PARKING SETBACKS
D.B. 1106, PG' 377
�� /
I
SLIDE 388-A
/ `
/ I
ZONED 0-1, R-20
USE VACANT
/ ■
/
/ G\4, II�
v I
2$ E
/ P G /�� P�6 III •
g55 /�O / ■
II J
I
WETLAND AREA I I
2� I
I
n„n I I ■
'A" / // PROP. LIGHT (TYP.)
SEE LIGHTING PLAN
�/ ------ � 46------10'
• C .:
1428 " W, 156.89'
FOUNTAIN POINTE APARTMENTS, LP
PIN.- 7472-0295-8703
D. 8. 1655, PG. 121
SLIDE 533-D
ZONED B-3
USE RESIDENTIAL
SITE CURRENTLY UNDER CONSTRUCTION
(OBSERVED EVIDENCE OF CURRENT EARTH MOVING WORK)
PROP. RETAINING WALL
(TO BE DESIGNED BY OTHERS)
�PROP. 5'x 5'
CONC. PAD er
ALDI (N. C.) L.Z.C.
PIN.- 7472-0295-9336
D. B. 1452, PG. 129
ZONED B-3
USE- GROCERY STORE
OUTPARCEL HOLDINGS, L.L.C.
PIN.- 7472-0295-9153
D.B. 1659, PG. 240
SLIDE 773-V
ZONED B-3
USE. FAST FOOD RESTAURANT
--
PROP. RIP TURN DOWN ■ a
RAP (TYP.) - CURB OVER F :—
SEE DETAIL TRANSITION ■ a
_____ ----EP =----,` --------------------------------------------------------
GRASS
----------------------------------- -
--EP --------- ------------- � � ,✓� ,rte
GRASS MEDIAN Iy 1
- ✓� --
---EP"�• %� e BUSINESS ------ v
-------------------------------
--------------------
— — — — — — — — — — — —
-------------------------------- --�-
--------------
- E? - - - - - - - � � — — — — — — — — —CONCRETE MEDIAN—
APP]I2OXIMAT]ELY 14,023 AOT _ _ _ _ _ _ _ CONCRETE MEDIAN
— — — — — — — — — ------------------
AS]PHALT ]PAVED PUBLIC ROADWAY
— — — — — — — — — — — — — — — — — — — — — — — — — — -
-
(150'PUBLIC RiW) -
----------------------------------------------------- - (45 MPH SPEED LIMIT
— — — — — ------------------------------------ ---------- 7 -----------
------------------ EP---
EP ---------------------
-------------
I I I I I
I I I I I I
H:\2015\NCR751000\DRAWINGS\PLAN SETS\NCR151000SSO.DWG PRIMED BY: AAWSON 4.27.16 0 9:46 AM LAST SAVED BY: AAWSON
I WI
N64°47'16'W
184.45' (TIE)
PAINTING STRIPING LEGEND
SSWL/4" - SINGLE SOLID WHITE LINE / 4" WIDE
SSYL/4" - SINGLE SOLID YELLOW LINE / 4" WIDE
DSYL/4" - DOUBLE SOLID YELLOW LINE / 4" WIDE EACH
SBWL/4" - SINGLE BROKEN WHITE LINE / 4" WIDE
SSWL/24" - SINGLE SOLID WHITE LINE / 24" WIDE
SITE PLAIN & ZONING NOTES:
1. THIS PLAN REFERENCE DOCUMENTS AND INFORMATION BY:
BOUNDARY & TOPOGRAPHIC SURVEY, PREPARED BY ALLIED ASSOCIATES, P.A.
4720 KESTER MILL ROAD
WINSTON-SALEM, NC 27103
DATED 03123/2015
2. OWNERS: FIRE MOUNTAIN RESTAURANTS, LLC
FORMERLY
RYAN'S FAMILY STEAK HOUSES EAST, INC.
1020 DISCOVERY ROAD
EAGAN, MN 55121
RICHMOND HOSPITALITY, LLC
17780 FITCH SUITE 105
IRVINE, CA 92614
3. APPLICANT: GRDI, LLC
1500 SUNDAY DRIVE, SUITE 101
RALEIGH, NC 27607
4. PARCEL: 705 U.S. 74 BUSINESS
CITY OF ROCKINGHAM
RICHMOND COUNTY, NORTH CAROLINA
ZONE: B-3 (HIGHWAY BUSINESS)
USES:
MISCELLANEOUS SALES OR SERVICE [ARTICLE 31 = PERMITTED
PRODUCE MARKET [ARTICLE 3] = PERMITTED
5. BULK REQUIREMENTS [ORD. 9-4-941:
B-3 HIGHWAY BUSINESS
REQUIRED
PROPOSED
MIN. LOT AREA:
7,000 SF
5.03 AC (219,193 SF)
MIN. LOT WIDTH
BUILDING SETBACKS
70 FT
182,56'
MIN. FRONT YARD SETBACK
30 FT
49.1'
MIN. SIDE YARD SETBACK
10 FT
11.0'
MIN. REAR YARD SETBACK
PARKING SETBACKS
0 FT
19.2'
MIN. FRONT YARD SETBACK
10 FT
10.2'
MIN. SIDE YARD SETBACK
5 FT
42.0'
MIN. REAR YARD SETBACK
RESIDENTIAL BUFFERS
5 FT
78.3'
SIDE YARD BUFFER
15 FT
NIA
REAR YARD BUFFER
20 FT
N/A
MAX. BUILDING HEIGHT
60 FT
33'
NIA =NOT APPLICABLE N/S =NOT SPECIFIED (V) = VARIANCE (W) = WAIVER (E) =EXISTING NON-CONFORMANCE
TBD = TO BE DETERMINED (C)=COMPLIES
6. PARKING SUMMARY:
NUMBER OF PARKING SPACES REQUIRED:
REQUIRED:
RETAIL AREA: 1 SPACE 1200 SF GROSS FLOOR AREA x 36,170 SF MGP GROCERY STORE =181 SPACES
DISCUSSIONS WITH THE CITY OF ROCKINGHAM PLANNER =150 SPACES REQUIRED
PROPOSED:
TOTAL PROPOSED PARKING = 150 SPACES (4.15 11,000 SF OF GROSS FLOOR AREA) (COMPLIES)
NUMBER OF ACCESSIBLE SPACES REQUIRED:
CODE REQUIREMENT (51101.150 SPACES):
5 SPACES
PROPOSED:
6 SPACES (1 VAN) (COMPLIES)
[SECT. 10.07] FOR 90 DEGREE PARKING SPACES:
NUMBER OF LOADING SPACES
SIZE OF LOADING SPACE
REQUIRED PROPOSED
2 2 (COMPLIES)
12'x 55' 14'x 85' (COMPLIES)
PAVEMENT LEGEND
REQUIRED
PROPOSED
DUTY ASPHALT PAVEMENT
ONE-WAY TRAFFIC FLOW
12 FEET
24 FEET
(COMPLIES)
TWO-WAY TRAFFIC FLOW
20 FEET
24 FEET
(COMPLIES)
PARKING SPACE DIMENSION::
DELINEATES PROPOSED STANDARD DUTY
ASPHALT PAVEMENT
REQUIRED: 9'X 18'
PROPOSED:
10'X 18' (MINIMUM)
(COMPLIES)
7. LOADING REQUIREMENTS [SECT. 10.131:
NUMBER OF LOADING SPACES
SIZE OF LOADING SPACE
REQUIRED PROPOSED
2 2 (COMPLIES)
12'x 55' 14'x 85' (COMPLIES)
PAVEMENT LEGEND
(*) CONCRETE JOINTING AND FILLERS TO BE
COMPLETED PER DETAIL AND SPECIFICATIONS.
1Vf)T
• SEE SHEET C-1.1 FOR ALL GENERAL NOTES
• ALL CURB RADII SHALL BE 5' UNLESS OTHERWISE
INDICATED ON PLAN
• ALL DIMENSIONS ARE SHOWN FROM FACE OF CURB
TO FACE OF CURB UNLESS OTHERWISE NOTED
• ALL CONSTRUCTION WITHIN THE NCDOT
RIGHT-OF-WAY SHALL COMPLY WITH THE MOST
CURRENT EDITION OF NCDOT CONSTRUCTION
STANDARDS & SPECIFICATIONS
N
40 20 10 0 40
1 "= 40'
�b
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U.,
W H 0 LU x
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REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: 1" = 40'
CAD I.D.: SSO
AOR$
GIJDLXDI➢ LLC
LOCATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
BOH LER
E N G I N E E R IN G
INC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
SITE PLAN
SHEET NUMBER:
C — 3) o®
DELINEATES PROPOSED HEAVY
DUTY ASPHALT PAVEMENT
DELINEATES PROPOSED
CONCRETE SIDEWALK
DELINEATES PROPOSED HEAVY
DUTY CONCRETE PAVEMENT*
DELINEATES PROPOSED STANDARD DUTY
ASPHALT PAVEMENT
(*) CONCRETE JOINTING AND FILLERS TO BE
COMPLETED PER DETAIL AND SPECIFICATIONS.
1Vf)T
• SEE SHEET C-1.1 FOR ALL GENERAL NOTES
• ALL CURB RADII SHALL BE 5' UNLESS OTHERWISE
INDICATED ON PLAN
• ALL DIMENSIONS ARE SHOWN FROM FACE OF CURB
TO FACE OF CURB UNLESS OTHERWISE NOTED
• ALL CONSTRUCTION WITHIN THE NCDOT
RIGHT-OF-WAY SHALL COMPLY WITH THE MOST
CURRENT EDITION OF NCDOT CONSTRUCTION
STANDARDS & SPECIFICATIONS
N
40 20 10 0 40
1 "= 40'
�b
zzLLa
U.,
W H 0 LU x
X 0
�Z_1a2
Pa 0 ZU�Ua--U)
cn
Z
ZLu�
C7
E.aa� a
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bib Qwwwga
Lu Lu Of
�C5 g-
opo -I-
® � = w 0 w ¢ O
v E-4 CL_jU) W mfn
z ,4�P4
P� Y
o &
H 0 W z a Z}
cn Z Y Y Lu
caW wcD WWX
¢wo
oo�
r 'u-)
awwww
�ppxzmzzz
P4� ♦����♦
REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: 1" = 40'
CAD I.D.: SSO
AOR$
GIJDLXDI➢ LLC
LOCATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
BOH LER
E N G I N E E R IN G
INC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
SITE PLAN
SHEET NUMBER:
C — 3) o®

270
260
270
� pl • � 1 1 `.
270
260
� / _' -'"' '" ` ■ ' 11 11'1 ".
\ \ 1 1 1
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1\ \I \
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01 WETLAND AREA ( T0� OF pq
�1
-000,
272'
i G 271.2 i,°s s3 i `---_---- 7.3-' %
-------
ssss
PROP. : �;e;; �' , %�ETENT/ON POND \ ', _ _ 2-- 274 ; I ;�,
TREELINE sibs i r---
N2._.,.75,LAST DRAIN
�o
ROW LINE
GRADING LEGEND
SITE
EXISTING NOTE
OW
TYPICAL NOTE TEXT
PROPOSED NOTE
PROP.SURFACE
--
EXIST. SURFACE
_ -
---------
CONTOUR & ELEVATION
/
1 r
-!N
W
EXIST. SURFACE
DRIVEWAY
\
�
_
PROP. SURFACE
GAS LINE
_G
J
-E
PROP. 18" RCP
E
ELECTRIC LINE
_E
CULVERT @
-T
T
T
0.51% SLOPE
r �
OVERHEAD WIRES
-FD
FO
FO
FIBER OPTIC LINE
/
PROP. 2'X3'
- -
- - -
PRECAST DROP
SANITARY PIPE
-S
-S
INLET (840.14)
LOD LOD
DIRECTION OF DRAINAGE
FLOW ARROW
WITH FRAME &
TOP & BOTTOM OF WALL
ELEVATION
GRATE 840.16
TW XXX.XX
BW XXX.XX
PROP. 18" RCP
RIM - 263.90
TC XXX.XX
HIGH POINT & FINISHED
GRADE ELEVATION
CULVERT @
INV OUT =260.6
$
INV OUT = 260.0
0.51% SLOPE
SANITARY CLEAN OUT
EXIST. 8" SAN]
RY SEWER
O
SANITARY MANHOLE
❑❑
STORM INLET
O
STORM MANHOLE
270
� pl • � 1 1 `.
270
260
� / _' -'"' '" ` ■ ' 11 11'1 ".
\ \ 1 1 1
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1000
1\ \I \
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01 WETLAND AREA ( T0� OF pq
�1
-000,
272'
i G 271.2 i,°s s3 i `---_---- 7.3-' %
-------
ssss
PROP. : �;e;; �' , %�ETENT/ON POND \ ', _ _ 2-- 274 ; I ;�,
TREELINE sibs i r---
N2._.,.75,LAST DRAIN
�o
",, 266 G 271.35 C/0 1 '\\; ;\I`\\ BASIN WITH SOIti' 3RATE \
0+00 0+50 1+00 1+50 2+00 2+50 3+00265.88
% , 1
- INV 265.88; 1 RIM 272.38
265 C272.13 - QF- �_ \\ INV 266.43 1�
G 271.63. `) TW 277.64 `\
21 --- ---- -- --- Z�g'274.44 `.
•
SECTION A -A
DRIVEWAY
NOT TO SCALE TC 272.69 1 }
G 272.1 : Y, t •. `' }° :�'...;•' . i : '��' , "� '\ i _,�
3.0%�p IN 61.63 N.
:'; •.:: �1 :) _ , vi • , ■ ` ,
• - _ _ _TW 277.12 li 1
• - 'ui ` ' BW 273.33
1 , 1 � 1
/ 28'- 6" PVC 7.72%CB4 'i
G 268.60
IN OUT 261.33 (18') ; INV 267.75
' 38' 6" PVC @ 5.44%
RIM 264. _- ' , � �N•,- , ,
3.0% INV 267.75 --
N Lu i
TC 267.26 '\ i ( LuTC 272.69 i
• G 266.76 111 G 272.1
co 30' - 6" PVC @ 6.92%
\ INV 267.75 t„ ` TW 276.74 1
0+00 0+50 1+00 1+50
DRIVEWAY - SECTION B -B
'6 • \ BW 276.08 11
, 20 N N N �6S N '' . I II I
�? N ROOF DRAIN I '
/i o i HP 271.16 30' - 6" PVC @ 7.33% , 1
INVERT 272.75
o\a \ INV 267.75 }° -
`\ ^�
PROP. N O� \ -
% ' TREELINE oo271.9 , 11
• ) O w TC 272.69 I ', 1
V _
I
• v , ,- O' �\ \I G 272.1
TC 265.34 l ; I `\ TC 272.69 �y
G 264.84 / r , _ / 56' - 8" PVC @ 0.50% i G 272.1 LO®�O�E� n
`-_-- RCP
;, l II/(�vT� 1�.
30' - 6" PVC @ 7.74% GROCERY
1
INV 267.75It rl I �'
/ '--30'- 6" PVC @ 8.15% STORE
•INV 267.75'r 1■`, 1
of o I w -30'- 6" PVC @ 6.90% qIf Lu f ■ I '
INV 267.25
11 TC 272.69 FFE - 272.75
' ,------ / % CB 3 �a� / ; HP 271.1 G 272.1 I
I �
INV IN 261.80 (15") ' '
'� C/0 ,� G 271.8 1 FLUSH , I �1 I 11
' INV IN 2601.59 (18") INV 263.59 w I G 272.1 ° 1
INV OUT 2f^ 34 24' o� o / w 30' - 6" PVC @ 8.98 /o A' c 11 I 1,
I 51' - 8" PVC @ 0.88 /o o
/ ' h 126. 1 CB 2 G 271.8 INV 267.75
------i�' ,i �'
INV IN 263.14 (15 268.34 N - O/Q FLUSH
o , / 0 / / ■ I 1 I
i " I • " i 1 INV IN 264,07/(8") 1 3.0% I G 271.8 G 272.1 ROOF DRAIN \ ■, ,
i i o" `\ 26 IN 764.90TC 27 - INVERT 272.75 ■' I ', i
8 INV IN,263.14 (8") ( I ; - -
' a 1 7S"hOpF u 6UT 262.89 (15 / C/0 w i G 272.1 30' 6" PVC @ 9.40% \ I 11
o @ 1 M 266.39 INV 264.85
/ / \ PROP. RIP RAP OUTLET _ �7/ TC 272,27 INV 267.75 J i
i PROTECTION (EW -1) N �� A G 268.6 56'- 8" PVC @ 0.50% 1 G 271.9 25' 6" PVC @ 7.85%
i c/)� � FLUSH INV 267.75 I '
,- HP 271.16 G 272.1 i
• i / % " ' .' /
/ 41
52'- 6" PVC @ 5.62% ■
�Sg HP 269.0 - ," INV 267.75 FLUSH ° ■
, 0S1 255 '` G 272.1 ■
i RIM 260.29 / /,' / ,
INV 257.9 ; Y' TC 272.69 FLUSH m
i i i 9 / i w ' G 272.1 G 272.1
y' ------\\ Lu TC 272.69
-,%
; , HP 271.5 - TC 272.69
�� WETLAND AREA N / �O5 g y� 68 s` a(- G 272.1 G 272.1
IN \\\ \\ s / i / / 258.5 -` - J ��0 ; X61 �F { i�-
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NEW 2 i 256 111 copo r'� tv • ' . i N
INV 257.75 (18') �\ 6 \ 258 X66 N N N \'� N ' ® \ ^ N
'' i I' ' ;' CN
PROP. RIP RAP OUTLET i B o { 3�
PROTECTION (EW -2) I \ �� \ CB 1 �`` F W N
259
i 4' l �'w G 271.8
m / RIM $68.60 3.0%' FLUSH
I
x - ?6S 3 3 G 271.9
-PN G 270.8
264 \ \ 264
262 x '
NOT TO SCALE
CB p
FLOW -273.06'
INV OUT=266.68'
CB #4
FLOW=273.16'
INV 1N=266.17'
CB /I
FLOW=270.81 '
INV OUT=267.18'
CB #2
FLOW=270.68'
INV IN=267.16'
11 •, , A
F.4'i i -- \ I EA
_ a ■ ■-----------` -=_260
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INV=255.06 • a -T------- --- m-� �� ---r=� - ---- - --- - - -- - ------------- - ---- _ --- --- ---- ----- ---- - - - - ���
W/FES - £- - -- --- _ --------- -- - ---- -- --- ---
■--S_---- s s '�s-- s
r - r w
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s ------ - ------------- _ ----- 262 _------- 118' 18" CLASS IV RCP @ 0.51 /o z-� - - _ _ ------ ------s ---fi----5----- -
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---
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t - - - - - - TOP RlM-258.89'
CL lNV=254.97' o-----------
�Q PROP. RIP x FES ■ -RELOCATED T.S.B. g a TOP R1M=269.49'
a � CL INV=252.61' RAP (TYP.) I INV 260.00 B TOP Rl =264.93' (TOB RESET) _ RELOCATED i CL INV=258.62'
--- SEE DETAIL -CL INV 257.28' STREETLIGHT
N - g (TYP.) g
--EP_�------------------------------------ -
- ----------------✓�-
GRASS MEDIAN DI ❑p 1 ` I V I� I�
_www w w w w w w g
JUNCTION BOX � � U.S.j jl�� }I'�}}��\� - - - --. - ---------------------
_ w �lJ / 1� u��JI�E�O..l' .__ w / W �{' W W W wg W W Ww
�w ----EP ------
w W W W W W W w
- - - - _ ��w�_ _ _ _ _ - - - - - CONCRETE MEDIAN
EP W ICONCRETE MEDIAN
,w - - - - - - - ---------------------------------------------------- APPROXIMATELY 14,023 ATT ROADWAYWITH
- - - - - - \ - - - - - - - - - - -
�J �J ASPHALT PAVED PUBLIC RPROP. 2'X3' PRECAST DROP INLET -
- � WITH FRAME &GRATE (NCDOT 840.14)
(1150' ]PUBLIC R/W) RIM = 263.90
_----------- (45 MPH SPEED � LIMIT) INV 260.60 (18")
_g EP
-----------------------------
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H:\2015\NCR151000\DRAWINGS\P1_AN SETS\NCR151000SSO.DWG PRINTED BY: AALUSON 4.27.16 0 9:46 AM LIST SAVED BY: AALUSON
ADA INSTRUCTIONS TO CONTRACTOR
CONTRACTORS MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAP)
ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST
COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS,
REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING
SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE
BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT
LIMITED TO THE FOLLOWING:
• PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN
ANY DIRECTION.
• CURB RAMPS - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET.
• LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT
EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION.
270 • PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36 -INCH OR GREATER UNOBSTRUCTED WIDTH OF
TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO
GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR
NOMINALLY 2.0%) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), ADA RAMP MUST
BE ADHERED TO. A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. THE
RAMP MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE
THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE.
• DOORWAYS - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY
FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. THIS
LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY
ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2003 AND OTHER
REFERENCED INCORPORATED BY COD.)
• WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF
OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING
ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS
FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR
MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT
DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE
COMMENCEMENT OF WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM
LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS.
• THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY
NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR
TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE
NON -CONFORMING CONCRETE.
IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL
BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION.
GRADING NOTES
S-
• STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR
MANHOLES STRUCTURE TO CENTER OF STRUCTURE.
• CURB REVEALS ARE 6" UNLESS OTHERWISE NOTED. FLUSH CURB REVEAL IS 011.
• SEE SHEET C-1.1 FOR ALL GENERAL GRADING & UTILITY NOTES.
IT IS RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING
CODE OFFICIAL PRIOR TO COMMENCING WORK.
ROW LINE
GRADING LEGEND
SITE
EXISTING NOTE
OW
TYPICAL NOTE TEXT
PROPOSED NOTE
PROP.SURFACE
--
PROPERTY LINE
---------
CONTOUR & ELEVATION
270
-!N
W
EXIST. SURFACE
\
_W
_W
-0-0-0
GAS LINE
_G
-G
-E
PROP. 18" RCP
E
ELECTRIC LINE
_E
CULVERT @
-T
T
T
0.51% SLOPE
-011-011-OH-
",, 266 G 271.35 C/0 1 '\\; ;\I`\\ BASIN WITH SOIti' 3RATE \
0+00 0+50 1+00 1+50 2+00 2+50 3+00265.88
% , 1
- INV 265.88; 1 RIM 272.38
265 C272.13 - QF- �_ \\ INV 266.43 1�
G 271.63. `) TW 277.64 `\
21 --- ---- -- --- Z�g'274.44 `.
•
SECTION A -A
DRIVEWAY
NOT TO SCALE TC 272.69 1 }
G 272.1 : Y, t •. `' }° :�'...;•' . i : '��' , "� '\ i _,�
3.0%�p IN 61.63 N.
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• - _ _ _TW 277.12 li 1
• - 'ui ` ' BW 273.33
1 , 1 � 1
/ 28'- 6" PVC 7.72%CB4 'i
G 268.60
IN OUT 261.33 (18') ; INV 267.75
' 38' 6" PVC @ 5.44%
RIM 264. _- ' , � �N•,- , ,
3.0% INV 267.75 --
N Lu i
TC 267.26 '\ i ( LuTC 272.69 i
• G 266.76 111 G 272.1
co 30' - 6" PVC @ 6.92%
\ INV 267.75 t„ ` TW 276.74 1
0+00 0+50 1+00 1+50
DRIVEWAY - SECTION B -B
'6 • \ BW 276.08 11
, 20 N N N �6S N '' . I II I
�? N ROOF DRAIN I '
/i o i HP 271.16 30' - 6" PVC @ 7.33% , 1
INVERT 272.75
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`\ ^�
PROP. N O� \ -
% ' TREELINE oo271.9 , 11
• ) O w TC 272.69 I ', 1
V _
I
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TC 265.34 l ; I `\ TC 272.69 �y
G 264.84 / r , _ / 56' - 8" PVC @ 0.50% i G 272.1 LO®�O�E� n
`-_-- RCP
;, l II/(�vT� 1�.
30' - 6" PVC @ 7.74% GROCERY
1
INV 267.75It rl I �'
/ '--30'- 6" PVC @ 8.15% STORE
•INV 267.75'r 1■`, 1
of o I w -30'- 6" PVC @ 6.90% qIf Lu f ■ I '
INV 267.25
11 TC 272.69 FFE - 272.75
' ,------ / % CB 3 �a� / ; HP 271.1 G 272.1 I
I �
INV IN 261.80 (15") ' '
'� C/0 ,� G 271.8 1 FLUSH , I �1 I 11
' INV IN 2601.59 (18") INV 263.59 w I G 272.1 ° 1
INV OUT 2f^ 34 24' o� o / w 30' - 6" PVC @ 8.98 /o A' c 11 I 1,
I 51' - 8" PVC @ 0.88 /o o
/ ' h 126. 1 CB 2 G 271.8 INV 267.75
------i�' ,i �'
INV IN 263.14 (15 268.34 N - O/Q FLUSH
o , / 0 / / ■ I 1 I
i " I • " i 1 INV IN 264,07/(8") 1 3.0% I G 271.8 G 272.1 ROOF DRAIN \ ■, ,
i i o" `\ 26 IN 764.90TC 27 - INVERT 272.75 ■' I ', i
8 INV IN,263.14 (8") ( I ; - -
' a 1 7S"hOpF u 6UT 262.89 (15 / C/0 w i G 272.1 30' 6" PVC @ 9.40% \ I 11
o @ 1 M 266.39 INV 264.85
/ / \ PROP. RIP RAP OUTLET _ �7/ TC 272,27 INV 267.75 J i
i PROTECTION (EW -1) N �� A G 268.6 56'- 8" PVC @ 0.50% 1 G 271.9 25' 6" PVC @ 7.85%
i c/)� � FLUSH INV 267.75 I '
,- HP 271.16 G 272.1 i
• i / % " ' .' /
/ 41
52'- 6" PVC @ 5.62% ■
�Sg HP 269.0 - ," INV 267.75 FLUSH ° ■
, 0S1 255 '` G 272.1 ■
i RIM 260.29 / /,' / ,
INV 257.9 ; Y' TC 272.69 FLUSH m
i i i 9 / i w ' G 272.1 G 272.1
y' ------\\ Lu TC 272.69
-,%
; , HP 271.5 - TC 272.69
�� WETLAND AREA N / �O5 g y� 68 s` a(- G 272.1 G 272.1
IN \\\ \\ s / i / / 258.5 -` - J ��0 ; X61 �F { i�-
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INV 257.75 (18') �\ 6 \ 258 X66 N N N \'� N ' ® \ ^ N
'' i I' ' ;' CN
PROP. RIP RAP OUTLET i B o { 3�
PROTECTION (EW -2) I \ �� \ CB 1 �`` F W N
259
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m / RIM $68.60 3.0%' FLUSH
I
x - ?6S 3 3 G 271.9
-PN G 270.8
264 \ \ 264
262 x '
NOT TO SCALE
CB p
FLOW -273.06'
INV OUT=266.68'
CB #4
FLOW=273.16'
INV 1N=266.17'
CB /I
FLOW=270.81 '
INV OUT=267.18'
CB #2
FLOW=270.68'
INV IN=267.16'
11 •, , A
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INV=255.06 • a -T------- --- m-� �� ---r=� - ---- - --- - - -- - ------------- - ---- _ --- --- ---- ----- ---- - - - - ���
W/FES - £- - -- --- _ --------- -- - ---- -- --- ---
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a � CL INV=252.61' RAP (TYP.) I INV 260.00 B TOP Rl =264.93' (TOB RESET) _ RELOCATED i CL INV=258.62'
--- SEE DETAIL -CL INV 257.28' STREETLIGHT
N - g (TYP.) g
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- ----------------✓�-
GRASS MEDIAN DI ❑p 1 ` I V I� I�
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JUNCTION BOX � � U.S.j jl�� }I'�}}��\� - - - --. - ---------------------
_ w �lJ / 1� u��JI�E�O..l' .__ w / W �{' W W W wg W W Ww
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w W W W W W W w
- - - - _ ��w�_ _ _ _ _ - - - - - CONCRETE MEDIAN
EP W ICONCRETE MEDIAN
,w - - - - - - - ---------------------------------------------------- APPROXIMATELY 14,023 ATT ROADWAYWITH
- - - - - - \ - - - - - - - - - - -
�J �J ASPHALT PAVED PUBLIC RPROP. 2'X3' PRECAST DROP INLET -
- � WITH FRAME &GRATE (NCDOT 840.14)
(1150' ]PUBLIC R/W) RIM = 263.90
_----------- (45 MPH SPEED � LIMIT) INV 260.60 (18")
_g EP
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H:\2015\NCR151000\DRAWINGS\P1_AN SETS\NCR151000SSO.DWG PRINTED BY: AALUSON 4.27.16 0 9:46 AM LIST SAVED BY: AALUSON
ADA INSTRUCTIONS TO CONTRACTOR
CONTRACTORS MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAP)
ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST
COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS,
REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING
SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE
BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT
LIMITED TO THE FOLLOWING:
• PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN
ANY DIRECTION.
• CURB RAMPS - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET.
• LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT
EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION.
270 • PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36 -INCH OR GREATER UNOBSTRUCTED WIDTH OF
TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO
GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR
NOMINALLY 2.0%) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), ADA RAMP MUST
BE ADHERED TO. A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. THE
RAMP MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE
THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE.
• DOORWAYS - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY
FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. THIS
LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY
ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2003 AND OTHER
REFERENCED INCORPORATED BY COD.)
• WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF
OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING
ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS
FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR
MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT
DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE
COMMENCEMENT OF WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM
LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS.
• THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY
NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR
TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE
NON -CONFORMING CONCRETE.
IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL
BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION.
GRADING NOTES
S-
• STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR
MANHOLES STRUCTURE TO CENTER OF STRUCTURE.
• CURB REVEALS ARE 6" UNLESS OTHERWISE NOTED. FLUSH CURB REVEAL IS 011.
• SEE SHEET C-1.1 FOR ALL GENERAL GRADING & UTILITY NOTES.
IT IS RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING
CODE OFFICIAL PRIOR TO COMMENCING WORK.
0
m
0j
40 20 10 0 40
1 "= 40'
l z¢
(� H 4 12 CD z
Wz > z H O
H L WK d H
OwJ=�
zU�UHO)
cn �Qrf)
Lu o
Wo z
CID CL
W QaazU
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REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: 1" = 40'
CAD I.D.: SSO
PROJECT:
ROCCKINGHAM
GROCERY
FOR
GRDI9 LLC
LOCATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
--1 BOH LER
E N G I N E E R IN G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
GRADING AND
SHEET NUMBER:
C - 4, IV'
GRADING LEGEND
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
--
PROPERTY LINE
---------
CONTOUR & ELEVATION
270
-!N
W
W
WATER MAIN
_W
_W
-0-0-0
GAS LINE
_G
-G
-E
E
E
ELECTRIC LINE
_E
-E
-T
T
T
TELEPHONE LINE
-011-011-OH-
OVERHEAD WIRES
-FD
FO
FO
FIBER OPTIC LINE
STORM PIPE
SANITARY PIPE
-S
-S
LIMITS OF DISTURBANCE
LOD LOD
DIRECTION OF DRAINAGE
FLOW ARROW
TOP & BOTTOM OF WALL
ELEVATION
TW XXX.XX
BW XXX.XX
TOP OF CURB
GRADE ELEVATION
TC XXX.XX
HIGH POINT & FINISHED
GRADE ELEVATION
HP XXX.XX
G XXX.XX
$
AREA/YARD LIGHT
0(`
SANITARY CLEAN OUT
O
SANITARY MANHOLE
❑❑
STORM INLET
O
STORM MANHOLE
O
FIRE HYDRANT
®
UTILITY VALVE
•
UTILITY POLE
O
0
m
0j
40 20 10 0 40
1 "= 40'
l z¢
(� H 4 12 CD z
Wz > z H O
H L WK d H
OwJ=�
zU�UHO)
cn �Qrf)
Lu o
Wo z
CID CL
W QaazU
2.j Of
=JWm2
r� �P4 0- <U) wZ
W w>woOWw
F..I, a=go �j
trj a =wow QO
0- _j ,n 00 cn
W� o °
a z z a z W
Q w O O } }O w
u)3:uu)i3: �: 3:
aw0www
5zCIS zzz
cUQ
cccc
REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: 1" = 40'
CAD I.D.: SSO
PROJECT:
ROCCKINGHAM
GROCERY
FOR
GRDI9 LLC
LOCATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
--1 BOH LER
E N G I N E E R IN G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
GRADING AND
SHEET NUMBER:
C - 4, IV'

H:\2015\NCR151000\DRAWINGS\PLAN SETS\NCR151000SSO.DWG PRINTED BY: AALLISON 4.27.16 0 9:46 AM LIST SAVED BY: AALLSON

1
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♦ �// \ \ 0°000p0. MAXIMUM LAND DISTURBANCE = 4.67 ACRES j_;_1' _\ \ �- y < i , (TYP.)
♦ PROP. NAG S75 \ 00000 0, \ i (\\
/ '°00 8 \� 26 MAXIMUM DRAINAGE AREA TO SEDIMENT BASIN = 3.87 ACRES 1 \•", y <
(STAPLE PATTERNS')
25 2 I \
PROP. 2.5" SKIMMER J i 1 i / i 1-� ' %/ I I ( i' '
`\r X11, TEMPORARY 1 , '( 1 , 1
I 11 N BAFFLES / j i - I I� / i < �( '1 I
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PROTECTION (EW -2)
SILT FENCE-
(TYP.)
� I
PROP. SILT
_ FENCE OUTLET
__-------- TYP. -
PROP. ROCK
s - CHECK DAM
(TYP) -
-_ 7 \ - � , I 1 (, i � I CONCRETE
TEMPORARY ; ; WASHOUT
DIVERSION ( (REFER TO r°
•; DIKE
(DD 1) \ SHEET D-2.0)
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SILT FE- NCE
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a CL INV=25261' I DISTURBANCE
(TYP.)
EP --------------------------------------- ----EP SIGNALIZED INTERSECTION
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GRASS MEDIwAN -w-----w ----w- -
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-G� O
H:\2015\NCR151000\DRAWINGS\PLAN SETS\NCR151000SSO.DWG PRINTED BY: AALLISON 4.27.16 0 9:46 AM LIST SAVED BY: AALUSON
---------------- --- EP---
-- -�--- w w w -
w
----------------
w
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---0r��m- �_=_--------__-
- ----L- j---__ T -----I
TOP RIM=264.93' (TO BE RESET) CONSTRUCTION
CL INV=25728' ENTRANCE (REFER
TO SHEET D-2.0)
U& 74 - ITBUSLNESS
APPROXIMATELY 14,023 ADT
ASPHALT PAVED PUBLIC ROADWAY
(150' PUBLIC R/)
(45 MPH SPEED LIMIT)
E@
CONCRETE MEDIAN
----------------------
-----
---------------------------------------
T 8T P�----- ---
----'z------ -_r T
--------- --LIMITS -------------
TS OOFF
DISTURBANCE
(TYP.)
1/NV=265.20' \INV=265.70'
W/FES (TBR) g W/FES (TBR)
_EPw------ w w w----------------------------------------------
0-0-0-G
w
EP
-w--- --- w------------------------------ - ------
G G G G
I
1
1
I
� 1
8" PVC 0
----------- TOP RIM=269.49'
CL INV=258.62'
CONCRETE MEDIAN
i
EROSION CONTROL LEGEND
SF
SF SF
SILT FENCE
-�
�-
TEMPORARY DIVERSION DIKE
- -
- - - - - - - - - -
LIMITS OF DISTURBANCE
- -
- - - - -
TEMPORARY CONTOUR
PROP. 15'X 50' CONST. ENTRANCE
m m m m m m m
TEMPORARY BAFFLE
TEMPORARY SOIL STOCKPILE
CONCRETE WASH
DC
DUST CONTROL
®
SILT FENCE OUTLET
®
CHECK DAM
0
00 ❑
EROSION CONTROL MATTING
(SEE NOTES ON PLANS FOR MATTING TYPE)
SOILS BOUNDARY
JmA
JOHNSTON MUCKY LOAM
(0% - 2% SLOPES)
PoB
PELION LOAMY SAND
(2% - 8% SLOPES)
AcB
AILEY LOAMY SAND
(0% - 8% SLOPES)
EROSION CONTROL NOTES:
1. A LAND DISTURBANCE PRE -CONSTRUCTION MEETING IS REQUIRED PRIOR TO ANY DISTURBANCE ON THE
SITE.
2. ALL CONSTRUCTION SHALL COMPLY WITH NCDENR STANDARDS AND SPECIFICATIONS.
3. LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN FROM THE BEST AVAILABLE
RECORDS AND FROM A SURVEY OF ABOVE GROUND FEATURES. ALL EXISTING UTILITY LOCATIONS MUST
BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
4. SITE GRADING AND EXCAVATION MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS,
SPECIFICATIONS, AND RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN
THIS PLAN SET, EXCAVATION AND EARTH MOVING OPERATIONS MUST BE PERFORMED UNDER THE
SUPERVISION OF THE OWNER'S GEOTECHNICAL ENGINEER.
5. FOOTING EXCAVATIONS SHALL BE CONTINUOUSLY DEWATERED DURING CONSTRUCTION TO PREVENT
SETTLEMENT AND SEDIMENT DEPOSIT.
6. ALL TEMPORARY DIVERSIONS MUST BE INSTALLED WITH POSITIVE DRAINAGE AND SHALL OPPOSE
EXISTING GRADE WHEN NECESSARY TO PROVIDE A MINIMUM OF 0.5% LONGITUDINAL SLOPE.
7. ALL ADJACENT ROADWAYS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF EACH WORK DAY
TO REMOVE SEDIMENT FROM THE ROAD SURFACE.
8. ALL EROSION CONTROL MEASURES MUST BE INSPECTED AND PROPERLY MAINTAINED AT THE END OF
EACH WEEK AND AFTER EVERY RAINFALL EVENT.
9. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED TO PREVENT SEDIMENT FROM
LEAVING THE SITE.
PHASE I EROSION CONTROL CONSTRUCTION
SEQUENCE:
1. POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND WITHIN EASY ACCESS TO
THE GENERAL PUBLIC WITHOUT ENTERING THE SITE.
2. STAKE/FLAG THE LOD (WHERE STAKING IS NOT POSSIBLE / PRACTICAL, THE LOD MUST BE
CONSPICUOUSLY, AND PROMINENTLY, MARKED TO DENOTE THE BOUNDARY). LOD MUST REMAIN
CONSPICUOUSLY MARKED THROUGHOUT THE ENTIRE CONSTRUCTION PROJECT.
3. INSTALL PERIMETER SEDIMENT CONTROL BMPS IN THE VICINITY OF, AND DOWN GRADIENT FROM, THE
LOCATION OF THE PLANNED CONSTRUCTION EXIT, CONSTRUCTION OFFICE TRAILER, AND TEMPORARY
PARKING AND STORAGE AREAS. CLEAR ONLY THE MINIMUM AREA ABSOLUTELY NECESSARY TO INSTALL
THESE PERIMETER CONTROL BMPS.
4. INSTALL STABILIZED CONSTRUCTION EXIT AND SET THE PROJECT OFFICE TRAILER.
5. INSTALL REMAINING PERIMETER SEDIMENT CONTROL BMPS, AS SHOWN ON THE SITE MAPS. CLEAR ONLY
THE MINIMUM AREA NECESSARY TO INSTALL PERIMETER CONTROL BMPS ONSITE AND OFFSITE.
6. CLEAR ONLY THE MINIMUM AREA ABSOLUTELY NECESSARY TO INSTALL SKIMMER SEDIMENT BASINS,
INCLUDING STOCKPILE AREAS NECESSARY FOR SPOIL FROM THESE REQUIRED STRUCTURAL SEDIMENT
CONTROL BMPS.
7. CONSTRUCT SKIMMER SEDIMENT BASIN WITH APPROPRIATE OUTFALL STRUCTURE AND PIPES, AS
SPECIFIED ON THE EROSION CONTROL PLANS.
8. STABILIZE SIDE SLOPES, BOTTOM AND ALL SIDES OF EMBANKMENTS OR SLOPES OF SKIMMER SEDIMENT
BASIN IMMEDIATELY UPON COMPLETION, AS SPECIFIED ON THE EROSION CONTROL PLANS.
9. INSTALL TEMPORARY DIVERSION DIKES, CHECK DAMS, ETC., AS SPECIFIED ON THE EROSION CONTROL
PLANS.
10. STABILIZE SIDE SLOPES AND FLOW LINE TEMPORARY DIVERSION DIKES WITH SEED, FERTILIZER AND
ROLLED EROSION CONTROL PRODUCTS AS SPECIFIED IN THE EROSION CONTROL PLANS.
NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION -RELATED ACTIVITIES CONCURRENTLY,
ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC
MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR
IMPLEMENTATION BEGINS.
THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY
THE CONTRACTOR.
ANY BORROW OR WASTE MUST UTILIZE A SITE WITH AN APPROVED
EROSION CONTROL PERMIT.
SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE
WHERE LAND DISTURBING ACTIVITIES HAVE TEMPORARILY OR
PERMANENTLY CEASED ACCORDING TO THE FOLLOWING
SCHEDULE:
1. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER
SLOPES, AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1
VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR
PERMANENT STABILIZATION WITH GROUND COVER AS SOON
AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR
DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
2. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN
14 CALENDAR DAYS FROM THE LAST LAND DISTURBING
ACTIVITY.
SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL LOW POINTS
OF SILT FENCE AND AREAS WHERE RUNOFF MAY CONCENTRATE
CAUSING DAMAGE TO SILT FENCE. CONTRACTOR TO INSTALL
OUTLETS AS NECESSARY TO ENSURE SILT FENCE IS FULLY
FUNCTIONAL THROUGHOUT THE DURATION OF CONSTRUCTION.
0
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REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: 1" = 40'
CAD I. D.: SSO
PROJECT:
ROCKINGHAM
GROCERY
O
GRDI9 LLC
LOCATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
--1 BOH LER
E N G I N E E R IN G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
PHASE I
EROS. :a SED.
CCS •l R O1 1"1.A\
SHEET NUMBER:
C - 6, On

1 1 `
I \
000I�if�; C�+� Q �
WETLAND AREA
PROP. CHANNEL 2
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PROP. TEMP. INLET I I
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258.5
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IIS �I
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i
EROSION CONTROL LEGEND
SF SF SF
SILT FENCE
III NI JI-
TEMPORARY DIVERSION DIKE
- - - - - - - - - - - -
LIMITS OF DISTURBANCE
- - - - -
TEMPORARY CONTOUR
PROP. 15'X 50' CONST. ENTRANCE
m m m m m m m
TEMPORARY BAFFLE
TEMPORARY SOIL STOCKPILE
CONCRETE WASH
DC
DUST CONTROL
®
SILT FENCE OUTLET
®
CHECK DAM
o a
❑
EROSION CONTROL MATTING
(SEE NOTES ON PLANS FOR MATTING TYPE)
.. .. ..
SOILS BOUNDARY
JmA
JOHNSTON MUCKY LOAM
(0% - 2% SLOPES)
PoB
PELION LOAMY SAND
(2% - 8% SLOPES)
AcB
AILEY LOAMY SAND
(0% - 8% SLOPES)
EROSION CONTROL NOTES:
1. A LAND DISTURBANCE PRE -CONSTRUCTION MEETING IS REQUIRED PRIOR TO ANY DISTURBANCE ON THE
SITE.
2. ALL CONSTRUCTION SHALL COMPLY WITH NCDENR STANDARDS AND SPECIFICATIONS.
3. LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN FROM THE BEST AVAILABLE
RECORDS AND FROM A SURVEY OF ABOVE GROUND FEATURES. ALL EXISTING UTILITY LOCATIONS MUST
BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
4. SITE GRADING AND EXCAVATION MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS,
SPECIFICATIONS, AND RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN
THIS PLAN SET, EXCAVATION AND EARTH MOVING OPERATIONS MUST BE PERFORMED UNDER THE
SUPERVISION OF THE OWNER'S GEOTECHNICAL ENGINEER.
5. FOOTING EXCAVATIONS SHALL BE CONTINUOUSLY DEWATERED DURING CONSTRUCTION TO PREVENT
SETTLEMENT AND SEDIMENT DEPOSIT.
6. ALL TEMPORARY DIVERSIONS MUST BE INSTALLED WITH POSITIVE DRAINAGE AND SHALL OPPOSE
EXISTING GRADE WHEN NECESSARY TO PROVIDE A MINIMUM OF 0.5% LONGITUDINAL SLOPE.
7. ALL ADJACENT ROADWAYS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF EACH WORK DAY
TO REMOVE SEDIMENT FROM THE ROAD SURFACE.
8. ALL EROSION CONTROL MEASURES MUST BE INSPECTED AND PROPERLY MAINTAINED AT THE END OF
EACH WEEK AND AFTER EVERY RAINFALL EVENT.
9. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED TO PREVENT SEDIMENT FROM
LEAVING THE SITE.
PHASE 11 EROSION CONTROL CONSTRUCTION
SEQUENCE:
1. BEGIN CLEARING, GRUBBING, AND STRIPPING THE SITE. (PHASE CLEARING AND GRUBBING TO THE
EXTENT PRACTICAL TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME)
2. BEGIN GRADING THE SITE.
3. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES.
4. TEMPORARILY STABILIZE, THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF
THE MOST RECENT LAND DISTURBING/GRADING ACTIVITY, ANY DISTURBED AREAS, INCLUDING MATERIAL
STOCKPILES THAT ARE SCHEDULED OR LIKELY TO REMAIN INACTIVE FOR 7 DAYS OR MORE.
5. IMMEDIATELY PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL
GRADE.
6. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS.
7. INSTALL RIP RAP AROUND OUTLET STRUCTURE WHEN OUTLET STRUCTURE IS INSTALLED.
8. INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS
INSTALLED.
9. PREPARE SITE FOR PAVING.
10. PAVE SITE.
11. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES, PER BMP
DETAILS.
12. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS.
13. AFTER ALL UPSTREAM DRAINAGE AREAS HAVE BEEN PERMANENTLY STABILIZED, EXCAVATE ANY
SEDIMENT WITHIN THE SKIMMER SEDIMENT BASIN AND INSTALL THE PROPOSED WET -POND BASIN AS
DESIGNED, INCLUSIVE OF IMMEDIATELY STABILIZING THE DISTURBED AREAS DURING THE CONVERSION
PROCESS.
14. OBTAIN CONCURRENCE FROM THE OWNER THAT THE SITE HAS BEEN FULLY STABILIZED AND ALL
CONSTRUCTION HAS BEEN COMPLETED, THEN:
a. REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL BEST MANAGEMENT
PRACTICES (BMPS),
b. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF TEMPORARY BMPS, AND CONTACT THE
NCDENR EROSION CONTROL INSPECTOR TO COMPLETE A FINAL NOT SITE INSPECTION AND REPORT.
15. CONTINUE DAILY INSPECTIONS AND REPORTS UNTIL NOT IS ISSUED BY NCDENR.
NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION -RELATED ACTIVITIES CONCURRENTLY,
ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC
MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR
IMPLEMENTATION BEGINS.
THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY
THE CONTRACTOR.
ANY BORROW OR WASTE MUST UTILIZE A SITE WITH AN APPROVED
EROSION CONTROL PERMIT.
SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE
WHERE LAND DISTURBING ACTIVITIES HAVE TEMPORARILY OR
PERMANENTLY CEASED ACCORDING TO THE FOLLOWING
SCHEDULE:
1. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER
SLOPES, AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1
VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR
PERMANENT STABILIZATION WITH GROUND COVER AS SOON
AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR
DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
2. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN
14 CALENDAR DAYS FROM THE LAST LAND DISTURBING
ACTIVITY.
SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL LOW POINTS
OF SILT FENCE AND AREAS WHERE RUNOFF MAY CONCENTRATE
CAUSING DAMAGE TO SILT FENCE. CONTRACTOR TO INSTALL
OUTLETS AS NECESSARY TO ENSURE SILT FENCE IS FULLY
FUNCTIONAL THROUGHOUT THE DURATION OF CONSTRUCTION.
N
m
0i
40 20 10 0 40
1 "= 40'
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REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: 1" = 40'
CAD I.D.: SSO
PROJECT:
ROCKINGHAM
GROCERY
FOR
GRDI, LLC
LOCATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
BOH LER
E N G IN E E R1 N G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
PHASE 11
CCS -1 R O1 1"1.A\
SHEET NUMBER:
C-61

19 WIDE TYPE "B'
LANDSCAPE BUFFER \
(B-3 ZONING vs R-20 ZONING)
It It
2�0
\
REQUIREMENT
CALCULATIONS (REQUIRED/PROVIDED)
COMPLIANCE
9.03 PERCENTAGE OF
EACH DEVELOPMENT SHALL DEVOTE A MINIMUM OF 12% OF
SITE ACREAGE: 5.15 AC
COMPLIES
PROPERTY TO BE
ITS TOTAL AREA TO LANDSCAPING. PAVED AREAS, GRAVEL
REQUIRED ACREAGE TO BE LANDSCAPED: 0.618 AC
Sawtooth Oak
LANDSCAPED
AREAS AND RETENTION PONDS SHALL NOT BE CALCULATED
NO LANDSCAPE BUFFER REQUIRED
Japanese Zelkova
CC
AS PART OF THE MINIMUM 12%.
(B-3 ZONING vs B-3 ZONING)
Eastern Redbud
9.04 STREET
FOR PARKING AREAS THAT DO NOT EXCEED 100,000 SF IN
10' WIDE LANDSCAPE STRIP ALONG US HWY 70:270± L.F.
COMPLIES
FRONTAGE
1 \ \ 1 1
REQUIRED TREES AT 40' O.C.: 7
Dwarf Burford Holly
LANDSCAPING
SHALL BE A MINIMUM OF 10' WIDE AND SHALL CONTAIN (1)
TREES PROVIDED: 7
Yeddo Hawthorne
REQUIREMENTS
ONE SHADE TREE AND (8) EIGHT SHRUBS PER 40 LINEAR
REQUIRED SHRUBS AT 5' O.C.: 54
12%
95
l\ 1 , 1
1 1
SHRUBS PROVIDED: 54
2' O.C.
16%
\ 1
IRIS VIRGINICA
BLUE FLAG IRIS
2" PLUG
OF (3) THREE FEET.
10%
119
/';'
••• i i
1 1 1\\ 1\ \
T WIDE LANDSCAPE STRIP ALONG PARKING LOT
COMPLIES
LANDSCAPING
\ \
1
/Y
REQUIREMENTS
ADJACENT TO PUBLIC RIGHTS-OF-WAY. SUCH LANDSCAPE
REQUIRED TREES AT 40' O.C.: 16
BORDER SHALL BE REQUIRED BETWEEN ANY PARKING
TREES PROVIDED: 16
\ `------------
\Op 1
\\� I \��
I
�jS
---
------- -26--J7',�
AND ADJOINING LOTS. THE LANDSCAPE BORDER SHALL
CONTAIN (1) ONE SHADE TREE AND (8) EIGHT SHRUBS PER
-------- _
---------
__ ---
----->
- i
40 LINEAR FEET OF PERIMETER,
-------- ----
-- -
9.08 BUFFER
TYPE A BUFFER REQUIREMENT - B-3 ZONING VS 0&1 ZONING
ENTIRE LENGTH OF 10' WIDE TYPE A AND TYPE B BUFFERS
COMPLIES
LANDSCAPING
266
f
;
REQUIREMENTS
THE LANDSCAPE BORDER SHALL CONTAIN (1) ONE SHADE TREE
EXISTING TREES AND VEGETATIVE UNDERGROWTH
AND (7) SEVEN SHRUBS PER 35 LINEAR FEET OF PERIMETER.
ASSOCIATED WITH ADJACENT WETLAND AREA. IF POST
/
WETLAND AREA \
of -- -----------
®-
in
A
-- `
AND/OR SHRUBS WILL BE INSTALLED.
THE LANDSCAPE BORDER SHALL CONTAIN (1) ONE SHADE TREE
AND (7) SEVEN SHRUBS PER 35 LINEAR FEET OF PERIMETER. SIX
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PROPOSESGROCERY
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STORE
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REQUIREMENT
CALCULATIONS (REQUIRED/PROVIDED)
COMPLIANCE
9.03 PERCENTAGE OF
EACH DEVELOPMENT SHALL DEVOTE A MINIMUM OF 12% OF
SITE ACREAGE: 5.15 AC
COMPLIES
PROPERTY TO BE
ITS TOTAL AREA TO LANDSCAPING. PAVED AREAS, GRAVEL
REQUIRED ACREAGE TO BE LANDSCAPED: 0.618 AC
Sawtooth Oak
LANDSCAPED
AREAS AND RETENTION PONDS SHALL NOT BE CALCULATED
NO LANDSCAPE BUFFER REQUIRED
Japanese Zelkova
CC
AS PART OF THE MINIMUM 12%.
(B-3 ZONING vs B-3 ZONING)
Eastern Redbud
9.04 STREET
FOR PARKING AREAS THAT DO NOT EXCEED 100,000 SF IN
10' WIDE LANDSCAPE STRIP ALONG US HWY 70:270± L.F.
COMPLIES
FRONTAGE
1 \ \ 1 1
REQUIRED TREES AT 40' O.C.: 7
Dwarf Burford Holly
LANDSCAPING
SHALL BE A MINIMUM OF 10' WIDE AND SHALL CONTAIN (1)
TREES PROVIDED: 7
Yeddo Hawthorne
REQUIREMENTS
ONE SHADE TREE AND (8) EIGHT SHRUBS PER 40 LINEAR
REQUIRED SHRUBS AT 5' O.C.: 54
12%
95
l\ 1 , 1
1 1
SHRUBS PROVIDED: 54
2' O.C.
16%
\ 1
IRIS VIRGINICA
BLUE FLAG IRIS
2" PLUG
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10%
119
9.05 PERIPHERAL
1 1 1\\ 1\ \
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COMPLIES
LANDSCAPING
\ \
1
REQUIREMENTS
ADJACENT TO PUBLIC RIGHTS-OF-WAY. SUCH LANDSCAPE
REQUIRED TREES AT 40' O.C.: 16
BORDER SHALL BE REQUIRED BETWEEN ANY PARKING
TREES PROVIDED: 16
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AND ADJOINING LOTS. THE LANDSCAPE BORDER SHALL
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-------- _
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-------- ----
-- -
9.08 BUFFER
TYPE A BUFFER REQUIREMENT - B-3 ZONING VS 0&1 ZONING
ENTIRE LENGTH OF 10' WIDE TYPE A AND TYPE B BUFFERS
COMPLIES
LANDSCAPING
266
f
;
REQUIREMENTS
THE LANDSCAPE BORDER SHALL CONTAIN (1) ONE SHADE TREE
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ASSOCIATED WITH ADJACENT WETLAND AREA. IF POST
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H:\2015\NCR151000\DRAWINGS\PLAN SETS\NCR151000LP0.DWG PRINTED BY: AAWSON 4.27.16 0 9:47 AM UST SAVED BY: AAWSON
PLANTING NOTES
1. ALL LANDSCAPED AREAS ARE TO RECEIVE A MINIMUM OF 4" OF TOPSOIL.
2. ALL MULCHED PLANTING BEDS ADJACENT TO BUILDING SHALL BE SEPARATED FROM FACE OF BUILDING WITH A T WIDE X 4" DEPTH PEA GRAVEL STRIP FOR FIRE
SAFETY.
3. ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE.
4. ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT LIST.
5. ALL LAWN AREAS SHALL BE SEEDED WITH A LOCALLY GROWN COMMERCIAL FESCUE SEED MIX MEETING LATEST NORTH CAROLINA DEPT. OF AGRICULTURE
STANDARDS FOR SEED AND PLANT CERTIFICATION. CONSULT LOCAL N.C.S.U. AGRICULTURAL EXTENSION OFFICE FOR PROPER FERTILIZER AND LIME
APPLICATION RATES FOR LAWN SEEDING IN THE RICHMOND COUNTY AREA.
6. ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD AND MEET ALL REQUIREMENTS SPECIFIED.
7. ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION.
8. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS.
9. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL
UTILITIES DURING THE COURSE OF THE WORK, LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE
INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY THE LOCATIONS OF UTILITY
LINES AND ADJACENT TO THE WORK AREA 2) TO PROTECT OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD 3) TO REPAIR ANY AND ALL DAMAGE TO
UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE CONSTRUCTION.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING PER SPECIFICATIONS TO MAINTAIN
HEALTHY PLANT CONDITIONS.
12. THE CONTRACTOR SHALL COMPLETELY GUARANTEE AND BE RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING,
MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN FOR A ONE YEAR GROWING PERIOD.
13. ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM
THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS.
14. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM
QUALITY REQUIREMENTS FOR PLANT MATERIAL.
15. WHERE SHOWN ON THE PLANS AND DETAILS, PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH A MINIMUM 4" DEPTH OF TRIPLE SHRED HARDWOOD
MULCH FROM A LOCAL MULCH SOURCE HARVESTED IN A SUSTAINABLE MANNER.
16. BIODEGRADABLE WEED MATTING (ALL -PRO WEED MAT OR APPROVED EQUAL) SHALL BE REQUIRED IN SHRUB BEDS AT BUILDING FACADE.
17. ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT
SPACING SHOWN.
18. THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING IN STAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETED
AFTER GRADING.
19. THIS PLAN DOES NOT PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP PLAN.
LANDSCAPE COMPLIANCE CHART
SECTION
REQUIREMENT
CALCULATIONS (REQUIRED/PROVIDED)
COMPLIANCE
9.03 PERCENTAGE OF
EACH DEVELOPMENT SHALL DEVOTE A MINIMUM OF 12% OF
SITE ACREAGE: 5.15 AC
COMPLIES
PROPERTY TO BE
ITS TOTAL AREA TO LANDSCAPING. PAVED AREAS, GRAVEL
REQUIRED ACREAGE TO BE LANDSCAPED: 0.618 AC
Sawtooth Oak
LANDSCAPED
AREAS AND RETENTION PONDS SHALL NOT BE CALCULATED
LANDSCAPE AREA PROVIDED: 1.95 AC +I
Japanese Zelkova
CC
AS PART OF THE MINIMUM 12%.
Cercis canadensis'Forest Pansy'
Eastern Redbud
9.04 STREET
FOR PARKING AREAS THAT DO NOT EXCEED 100,000 SF IN
10' WIDE LANDSCAPE STRIP ALONG US HWY 70:270± L.F.
COMPLIES
FRONTAGE
AREA, A LANDSCAPE STRIP ALONG THE STREET FRONTAGE
REQUIRED TREES AT 40' O.C.: 7
Dwarf Burford Holly
LANDSCAPING
SHALL BE A MINIMUM OF 10' WIDE AND SHALL CONTAIN (1)
TREES PROVIDED: 7
Yeddo Hawthorne
REQUIREMENTS
ONE SHADE TREE AND (8) EIGHT SHRUBS PER 40 LINEAR
REQUIRED SHRUBS AT 5' O.C.: 54
12%
95
FEET OF STREET FRONTAGE, SUCH REQUIRED SHRUBS
SHRUBS PROVIDED: 54
2' O.C.
16%
SHALL BE OF A SPECIES WITH A MINIMUM MATURE HEIGHT
IRIS VIRGINICA
BLUE FLAG IRIS
2" PLUG
OF (3) THREE FEET.
10%
119
9.05 PERIPHERAL
A LANDSCAPE BORDER A MINIMUM OF 5' WIDE SHALL
T WIDE LANDSCAPE STRIP ALONG PARKING LOT
COMPLIES
LANDSCAPING
ENCOMPASS THE PERIPHERY OF PARKING AREAS NOT
PERIPHERY: 637± L.F.
REQUIREMENTS
ADJACENT TO PUBLIC RIGHTS-OF-WAY. SUCH LANDSCAPE
REQUIRED TREES AT 40' O.C.: 16
BORDER SHALL BE REQUIRED BETWEEN ANY PARKING
TREES PROVIDED: 16
AREA AND ANY PROPERTY LINE, YARD, REQUIRED YARD OR
REQUIRED SHRUBS AT 5'0.C.: 128
BUILDINGS. SUCH LANDSCAPE BORDER MAY BE
SHRUBS PROVIDED: 128
INTERRUPTED FOR INGRESS OR EGRESS TO BUILDINGS
AND ADJOINING LOTS. THE LANDSCAPE BORDER SHALL
CONTAIN (1) ONE SHADE TREE AND (8) EIGHT SHRUBS PER
40 LINEAR FEET OF PERIMETER,
9.08 BUFFER
TYPE A BUFFER REQUIREMENT - B-3 ZONING VS 0&1 ZONING
ENTIRE LENGTH OF 10' WIDE TYPE A AND TYPE B BUFFERS
COMPLIES
LANDSCAPING
ALONG NORTH AND WEST PROPERTY LINES CONTAIN
REQUIREMENTS
THE LANDSCAPE BORDER SHALL CONTAIN (1) ONE SHADE TREE
EXISTING TREES AND VEGETATIVE UNDERGROWTH
AND (7) SEVEN SHRUBS PER 35 LINEAR FEET OF PERIMETER.
ASSOCIATED WITH ADJACENT WETLAND AREA. IF POST
CONSTRUCTION INSPECTION BY PLANNING STAFF
TYPE B BUFFER REQUIREMENT- B-3 ZONING VS R-12 ZONING
IDENTIFIES GAPS IN THE BUFFER THEN ADDITIONAL TREES
AND/OR SHRUBS WILL BE INSTALLED.
THE LANDSCAPE BORDER SHALL CONTAIN (1) ONE SHADE TREE
AND (7) SEVEN SHRUBS PER 35 LINEAR FEET OF PERIMETER. SIX
(6) FOOT HIGH SOLID WOOD FENCE OR MASONRY WALL
ADDITIONALLY REQUIRED
LANDSCAPE SCHEDULE
KEY
QTY
BOTANICAL NAME
COMMON NAME
AR
11
Acer rubrum 'Red Sunset'
Red Maple
QA
5
Quercus acutissima
Sawtooth Oak
ZS
7
Zelkova serrata 'Green Vase'
Japanese Zelkova
CC
7
Cercis canadensis'Forest Pansy'
Eastern Redbud
LI
12
Lagerstroemia Indica'Tuskegee
Red Flowering Crape Myrtle
ICBN
134
Ilex cornuta 'Burfordi nana'
Dwarf Burford Holly
RI
48
Raphiolepis umbellata'Pinkie'
Yeddo Hawthorne
PLANT SIZE
PLANT HGT.
REMARKS
2" CAL.
10'H
2" CAL.
10'H
COMMON NAME
2" CAL,
10'H
3 GROUPS, 25' o.c.
2" CAL.
10'H
QUILL SEDGE
2" PLUG
8'H
3-5 STEMS
3 GAL
18"
5' O.C.
3 GAL
18"
5' O.C.
NOTE: IF ANY DISCREPENCIES OCCUR BETWEEN PLANT COUNTS SHOWN IN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE.
WET DETENTION BASIN HERBACEOUS PLANT SCHEDULE
VEGETATED (2518
10
0
40
QTY
BOTANICAL NAME
COMMON NAME
ROOT
SPACING
PLANTING RATIO
119
CAREX TENERA
QUILL SEDGE
2" PLUG
2' O.C.
20%
71
EUPATORIADELPHUS FISTULOSUS
JOE PYE WEED
2" PLUG
2'0.C.
12%
60
LOBELIA CARDINALIS
CARDINAL FLOWER
2" PLUG
2' O.C.
10%
71
LOBELIA ELONGATA
LONGLEAF LOBELIA
2" PLUG
2' O.C.
12%
95
SACCHARUM BALDINII
NARROW PLUMEGRASS 2" PLUG
2' O.C.
16%
60
IRIS VIRGINICA
BLUE FLAG IRIS
2" PLUG
2' O.C.
10%
119
JUNCUS EFFUSUS VAR. SOLUTUS
SOFT RUSH
2" PLUG
2' O.C.
20%
595
NOTES:
1) PLANTING RATIO IS BASED ON THE AREA, NOT THE TOTAL QUANTITY OF THE PLANTS. THE QUANTITY OF
_- - - - - - - - - EACH PLANT IS DETERMINED BY THE AREA RATIO AND THE SPACING IN WHICH THEY ARE TO BE PLANTED.
CONCRETE MEDIAN
2) PLANTING OF BASIN IS NOT TO BE CONDUCTED UNTIL THE ACTUAL WATER LEVEL OF THE BASIN AND ALL
SURROUNDING AREAS HAVE STABILIZED. PRIOR TO PLANTING, CONTRACTOR TO VERIFY THE WATER DEPTH TO
THE NEAREST INCH. PLANTING AREA MAY NEED TO BE REVISED AND PLANT QUANTITIES ADJUSTED BASED ON
FIELD CONDITIONS.
LANDSCAPE LEGEND
AREA TO BE MULCHED - 4" DEPTH PER
SPECIFICATIONS
++ + + + AREA TO BE SEEDED WITH ERNST BASIN SEED MIX (ERNMX-309 NC
+ + + + + + + + + + PIEDMONT RIPERIAN MIX BY ERNST SEEDS OF MEADEVILLE PA,
+ + + + + AREA SHALL NOT BE MOWED REGULARLY.
VEGETATED SHELF PLANTINGS (REFER TO
WET DETENTION BASIN HERBACEOUS
SCHEDULE)
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40
20
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REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: 1" = 40'
CAD I.D.: SSO
PROJECT:
1�OCKl \G1 lA\1
GROCERY
l:RY
FOR
' D , LLC
LOCATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
BOH LER
E N G I N E E R IN G
INC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
LANDSCAPE
PLAN
SHEET NUMBER:
C-700

AREA= 784 S F. / 0.018 ACRES t
AREA WITHIN POSSIBLE OVERLAP
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STATISTICS
DESCRIPTION
SYMBOL
AVG
MAX
MIN
MAX / MIN
AVG / MIN
LIGHT TRESPASS
+
0.3 FC
3.5 FC
0.0 FC
N/A
N/A
PARKING LOT
+
1.5 FC
4.0 FC
0.6 FC
6.7:1
2.5:1
LUMINAIRE SCHEDULE
SYMBOL
LABEL
QTY
CATALOG NUMBER
DESCRIPTION
LAMP
FILE
LUMENS
LLF
WATTS
A
7
161-4-150LA-6470-
161 SCONCE WITH TYPE
(2) LEDgine 32 LUXEON R
161-4-150LA-
ABSOLUTE
0.85
142
NW
4 OPTIC AT 700mA
NW
6470-NW.IES
B
8
ECF-4-135LA-6470-
ECOFORM
(1) LIGHT ARRAY OF 64
ECF-4-135LA-
ABSOLUTE
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H:\2015\NCR151000\DRAWINGS\PLAN SETS\NCR151000SSO.DWG PRINTED BY: AALLISON 4.27.16 0 9:48 AM LIST SAVED BY: AALUSON
-------------------------------------TP ---
ww-
APPROXIMATELY 14,023 AOT
ASPHALT ]PAVED PUBLIC ROADWAY
(150'PUBLIC R/W)
(45 MPH SPEED LIMIT)
E6
CONCRETE MEDIAN
EP----------------------------I-
NOTE: PLEASE REFER TO THE PLAN CREATED BY BARRY THOMAS FROM ALLSTATE LIGHTING DATED 6/25/15.
1.0
r
10.0 N64 47'161N -0Y--
83.00' (TIE)
.0 T O
b.0 ------------------------------
EP
b.o
EP g-------------------------------------------
1
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CONCRETE MEDIAN
i
GENERAL NOTES
1. THIS PLAN IS TO BE UTILIZED FOR LIGHTING PURPOSES ONLY. REFER TO
ELECTRICAL ENGINEERING PLANS FOR CIRCUITRY DESIGN AND
SPECIFICATIONS.
2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE
SUBMITTALS TO THE PROJECT ENGINEER (BOHLER) FOR REVIEW AND
APPROVAL. SUBSTITUTION REQUESTS MUST BE ACCOMPANIED BY A
HORIZONTAL PHOTOMETRIC STUDY DEMONSTRATING THAT THE
FIXTURE(S) IN QUESTION WILL MEET THE DESIGN INTENT OF THIS PLAN.
SUBSTITUTION REQUESTS WITHOUT A PHOTOMETRIC STUDY WILL BE
REJECTED.
3. LIGHTING FIXTURE MANUFACTURER: PHILLIPS LIGHTING.
LIGHTING NOTES:
1. THIS LIGHTING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED
BY THE NOTED MANUFACTURER(S). ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF
LUMINARIES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE
SERVICE LIFE OF EQUIPMENT AND LUMINARIES AND OTHER RELATED VARIABLE FIELD CONDITIONS.
2. THE LIGHT LOSS FACTORS USED IN THESE LIGHTING CALCULATIONS ARE 0.85 FOR ALL LED LUMINARIES
SPECIFIED. THESE FACTORS ARE INDICATIVE OF TYPICAL LIGHTING INDUSTRY MODELING STANDARDS.
3. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ALL ANALYZED ON A HORIZONTAL
GEOMETRIC PLANE AT ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED. THE VALUES DEPICTED
ON THIS PLAN ARE IN FOOTCANDLES.
4. THE LUMINARIES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY
FUNCTION PROPERLY. THIS WORK SHOULD INCLUDE, BUT NOT BE LIMITED TO, FREQUENT VISUAL INSPECTIONS,
CLEANING OF LENSES, AND RELAMPING (IF NECESSARY) AT LEAST ONCE EVERY SIX (6) MONTHS. FAILURE TO
FOLLOW THE ABOVE STEPS COULD CAUSE THE LUMINARIES, LAMPS AND LENSES TO FAIL PROPERLY TO
FUNCTION.
5. WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN
APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD MEASUREMENTS
ARE TAKEN WITH A LIGHT METER AND ARE, CONSEQUENTLY, APPROXIMATIONS ONLY. DUE TO FACTORS SUCH
AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC, ACTUAL LIGHT LEVELS MAY
DIFFER. EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN SHOULD BE CONSIDERED APPROXIMATE.
6. THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINARIES, ONLY. POWER SYSTEM,
CONDUITS, WIRING, VOLTAGES AND OTHER ELECTRICAL COMPONENTS ARE THE RESPONSIBILITY OF THE
ARCHITECT, MEP AND/OR LIGHTING CONTRACTOR, AS INDICATED IN THE CONSTRUCTION CONTRACT
DOCUMENTS. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS.
CONTRACTOR IS RESPONSIBLE FOR INSTALLING LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE
WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES AND ALL OTHER APPLICABLE RULES, REGULATIONS,
LAWS AND STATUTES.
7. CONTRACTOR MUST BRING TO DESIGNER'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION,
ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURES.
8. IT IS LIGHTING CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE PROJECT ARCHITECT OR OWNER
REGARDING THE POWER SOURCE(S) FROM WITHIN THE BUILDING, AND TIMING DEVICES NECESSARY TO MEET
THE DESIGN INTENT.
9. THE LIGHTING CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN
THE SITE PLAN, INCLUDING BUT NOT LIMITED TO, GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY,
AND ALL GOVERNMENTAL RULES, LAWS, ORDINANCES, REGULATIONS AND THE LIKE.
10. THE CONTRACTOR MUST VERIFY THAT INSTALLATION OF LIGHTING FIXTURES COMPLIES WITH THE
REQUIREMENTS FOR SEPARATION FROM OVERHEAD ELECTRICAL WIRES AS INDICATED IN THE HIGH VOLTAGE
PROXIMITY REGULATIONS N.J.A.C. 12-186.
11. WHEN A BANK ATM IS INCLUDED IN THE PLAN, THE LIGHTING DESIGN REPRESENTS BOHLER'S UNDERSTANDING
AND INTERPRETATION OF THE REGULATORY LIGHTING LEVELS INTENDED BY PUBLISHED STANDARDS.
12. UPON OWNER'S ACCEPTANCE OF THE COMPLETED PROJECT, THE OWNER SHALL BE RESPONSIBLE FOR ALL
MAINTENANCE, SERVICING, REPAIR AND INSPECTION OF THE LIGHTING SYSTEM AND ALL OF ITS COMPONENTS
AND RELATED SYSTEMS, TO ENSURE ADEQUATE LIGHTING LEVELS ARE PRESENT AND FUNCTIONING AT ALL
TIMES.
0
m
N
40 20 10 0 40
1 "= 40'
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REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: 1" = 40'
CAD I.D.: SSO
PROJECT: G
ROCKIN
HAM
GROCERY
FOR
GRDI9 LLC
LOCATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
BOH LER
E N G IN E E R1 N G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
F -SHEET TITLE:
LIGHTING PLAN
SHEET NUMBER:
C - 8, On

TOP OF BERM @ ELEV. 264.00
RIP -RAP BERM
@ ELEV. 260.00 TEMPORARY POOL @ ELEVATION 260.29
------------------------------------------------
3 PERMANENT POOL @ ELEVATION 259.00
WFL=_ CLASS B RIPRAP 12"
\ THICK FOREBAY
BERM
SEDIMENT
STORAGE
FOREBAY BOTTOM
ELEVATION @ 256.00
BOTTOM ELEV. OF
SEDIMENT
STORAGE @ 255.00
H:\2015\NCR151000\DRAWINGS\PLAN SETS\NCR151000SDO.DWG PRIMED BY: AALLISON 4.27.16 ®9:49 AM LAST SAVED BY: AALLISON
5'
PROVIDE V COVER OVER
RISER PIPE
RISER SPILLWAY
ELEVATION @ 260.29
1
2 BOTTOM OF POND 2
TER BLANKET @ ELEV. 254.00
- - - - - - - - - - - - - - - - - - - - - - - - - -
RIPRAP AND FILTER
BLANKET SHALL BE
CONTIGUOUS WITH
OUTLET PROTECTION BOTTOM ELEV. OF SEDIMEN
RIPRAP AND FILTER SEDIMENT STORAGE
BLANKET STORAGE @253.00
CROSS SECTION SCHEMATIC OF WET DETENTION BASIN
NOT TO SCALE
OUTLET CTDI W -TI IDC
4" PVC DRAW DOWN TEE WITH
TOP SCREEN
FINISHED GRADE
FRAME TO BE THOROUGHLY
EMBEDDED IN MORTAR
CAST -IN-PLACE REINFORCED
CONCRETE @ 4,000 P.S.I.
OUTLET PIPE
CONCRETE FOOTING
@ 4,000 P.S.I.
PERMANENT P(
4" PVC CAP WITH
DRILLED ORIFICE
(1.25"0 ORIFICE)
WATER QUALITY (CRAW DOWN) ORIFICE DETAIL
NOT TO SCALE
NOTES:
1. SCHEMATIC ONLY. FINAL DESIGN TO PROVIDE H-20 VEHICULAR LOADING.
2. SEE PLAN VIEW AND PROFILES FOR GRATE AND TRENCH INVERT ELEVATIONS.
TRENCH DRAIN DETAIL
NOT TO SCALE
12"
TOP OF BERM
@ ELEV. 264.00
EXIST. GRADE
PROP. 18" PIPE
OUTLET (SEE
LITTORAL GRADING PLAN)
SHELF ANTI -SEEP COLLAR
BEYOND RISER (SEE DETAIL)
CLAY CORE, REFER TO SHEET D-1.2 FOR DETAIL
ELEV. 257.97 (18" HDPE -OUTLET CULVERT)
(FAR SIDE)
9®Se199 a ]RISER STRUCTURE DETAIL
NOT TO SCALE
10'-0" MAX. 4'-0" MIN. 4'-0" MIN.
IN.
3'-0"M\!/\��\���\��\���\����j�\���\��� �X�\��\�/�`K\�j�\���\��\���\���\���`'�\���\���\�/<�%i��%i�yi� : I
LINE POSTS
"(TYP.)
SEE THE SITEWORK SPECIFICATIONS FOR
3'-6" MIN. GATE THE SIZE, TYPE, AND GAUGE OF MATERIALS 4000 PSI
OR CORNER TIMES POST DIA. THAT WILL BE USED FOR CONSTRUCTION CONCRETE (TYP.)
POSTS OF A CHAIN LINK FENCE.
CHAIN LINK FENCE W/ 41 DOUBLE GATE
REFLECTIVE ALUMINUM
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
TYPICAL AT ALL ADA SPACES
THIS SIGN TYPICAL AT ALL "VAN
ACCESSIBLE" PARKING SPACES
PENALTY SIGN WITH WORDING AS
REQUIRED BY STATE OR LOCAL LAW
GALVANIZED "U" CHANNEL POST
4" DIA. SCH. 40 GALVANIZED STEEL PIPE
BOLLARD PAINTED OSHA YELLOW FILLED
WITH CONCRETE
PAINT CONCRETE BLACK AFTER
CURING AT ASPHALT LOCATIONS
,000 PSI CONCRETE
NOTE:
ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT
WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES
LLARD MOUNTED AICA PARKING SIGN INET
NOT TO SCALE
NOT TO SCALE
TEST PIT (TO BE HAND D
ADJUSTMENT TO
o
EXTEND BEYOND LIMITS
1.67'
OF CONFLICTS (3MIN.,
EACH SIDE, CHECK
LOCAL STANDARDS).
•
a
UTILITY CONFLICT
'
W Z
EX. MAIN
W
6..
NOTES:
1. SCHEMATIC ONLY. FINAL DESIGN TO PROVIDE H-20 VEHICULAR LOADING.
2. SEE PLAN VIEW AND PROFILES FOR GRATE AND TRENCH INVERT ELEVATIONS.
TRENCH DRAIN DETAIL
NOT TO SCALE
12"
TOP OF BERM
@ ELEV. 264.00
EXIST. GRADE
PROP. 18" PIPE
OUTLET (SEE
LITTORAL GRADING PLAN)
SHELF ANTI -SEEP COLLAR
BEYOND RISER (SEE DETAIL)
CLAY CORE, REFER TO SHEET D-1.2 FOR DETAIL
ELEV. 257.97 (18" HDPE -OUTLET CULVERT)
(FAR SIDE)
9®Se199 a ]RISER STRUCTURE DETAIL
NOT TO SCALE
10'-0" MAX. 4'-0" MIN. 4'-0" MIN.
IN.
3'-0"M\!/\��\���\��\���\����j�\���\��� �X�\��\�/�`K\�j�\���\��\���\���\���`'�\���\���\�/<�%i��%i�yi� : I
LINE POSTS
"(TYP.)
SEE THE SITEWORK SPECIFICATIONS FOR
3'-6" MIN. GATE THE SIZE, TYPE, AND GAUGE OF MATERIALS 4000 PSI
OR CORNER TIMES POST DIA. THAT WILL BE USED FOR CONSTRUCTION CONCRETE (TYP.)
POSTS OF A CHAIN LINK FENCE.
CHAIN LINK FENCE W/ 41 DOUBLE GATE
REFLECTIVE ALUMINUM
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
TYPICAL AT ALL ADA SPACES
THIS SIGN TYPICAL AT ALL "VAN
ACCESSIBLE" PARKING SPACES
PENALTY SIGN WITH WORDING AS
REQUIRED BY STATE OR LOCAL LAW
GALVANIZED "U" CHANNEL POST
4" DIA. SCH. 40 GALVANIZED STEEL PIPE
BOLLARD PAINTED OSHA YELLOW FILLED
WITH CONCRETE
PAINT CONCRETE BLACK AFTER
CURING AT ASPHALT LOCATIONS
,000 PSI CONCRETE
NOTE:
ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT
WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES
LLARD MOUNTED AICA PARKING SIGN INET
NOT TO SCALE
NOT TO SCALE
TEST PIT (TO BE HAND D
ADJUSTMENT TO
EXTEND BEYOND LIMITS
FINISHED GRADE
OF CONFLICTS (3MIN.,
EACH SIDE, CHECK
LOCAL STANDARDS).
UTILITY CONFLICT
1.5' MIN. CLEARANCE
EX. MAIN
i SEE NOTE 4
WATERLINE WATERLINE
ADJUSTMENT ADJUSTMENT
USING FITTINGS~ USING DEFLECTION
(VERTICAL AT PIPE JOINTS
BENDS) (SEE
NOTES: NOTE 3) (SEE NOTE 4)
1. CONTRACTOR TO COORDINATE WATERLINE ADJUSTMENT WITH APPROPRIATE INSPECTOR, BASED UPON LOCAL
JURISDICTIONAL REQUIREMENTS AND FIELD CONDITIONS.
2. CONTRACTOR TO HAND DIG TEST PIT AT ANTICIPATED CROSSING LOCATION TO DETERMINE EXISTING WATERLINE
DEPTH, TOTAL WATERLINE DEFLECTION REQUIRED, AND BEST METHOD FOR WATERLINE ADJUSTMENT.
3. VERTICAL BENDS (INSTALLED PER LOCAL STANDARDS) AS REQUIRED.
4. PIPE DEFLECTION AT JOINTS (PER LOCAL STANDARDS)
WATERLINE AD1fUSTMENT DETAIL
NOT TO SCALE
NO`T'E&
1. CONTRACTOR SHALL INSTALL CURB AND GUTTER AT ELEVATION OF EXISTING PAVEMENT (ELEVATION AT
EDGE OF GUTTER PAN MATCHES ELEVATION AT EXISTING PAVEMENT, UNLESS PLANS AND/OR SCHEMATICS
INDICATE DIFFERENTLY.
2. CONTRACTOR SHALL PROVIDE GUTTER PANS (COLLECTOR/SPILL) PER GRADING PLAN. SHADED GUTTER PAN
REPRESENTS FULL SPILL SECTION, NON -SHADED IS COLLECTOR. CONTRACTOR SHALL PROVIDE 3 FOOT
TRANSITIONS BETWEEN SPILL AND COLLECTOR SECTIONS.
3. PLAN INTENT IS TO PROVIDE A MINIMUM SLOPE OF 0.50% ALONG COLLECTOR CURB. IF FIELD CONDITIONS
AND/OR PLAN REPRESENTATION DOES NOT PROVIDE MINIMUM SLOPE REQUIREMENTS, CONTRACTOR IS TO
CONTACT ENGINEER PRIOR TO POURING CURB AND GUTTER. BOHLER ENGINEERING SHALL BE HELD HARMLESS
FOR ANY CURB AND GUTTER POURED THAT DOES NOT MEET MINIMUM REQUIREMENTS.
4. IN THOSE SITUATIONS WHERE RE -GRADING OF PARKING AND PAVEMENT REMOVAL IS NECESSARY (SEE
EXAMPLE 2), THE CONTRACTOR IS TO VERIFY THAT THE RESULTANT GRADIENT AT THE HIGH SIDE OF THE
ISLAND PROVIDES 1% PAVEMENT SLOPE, PER PLAN INTENT.
5. IN ISLANDS WHERE FLUMES ARE INDICATED, THE CONTRACTOR SHALL PROVIDE A FLAT BOTTOMED FLUME
AT THE SPECIFIED WIDTH. MINIMUM FLUME SLOPE SHALL BE 0.50%.
TOP OF RISER
SPILLWAY ELEV. 260.29
JSIDE) BOX STRUCTURE
T POOL
9.00
3 DRAW DOWN ORIFICE @ ELEV. 259.00
3E FILLED
ICRETE
NOTE: SEE NCDOT STANDARDS FOR DETAILS FOR OUTLET
STRUCTURE BOX, GRATE, REINFORCING, ETC.
NOTE: ALL CONCRETE TO BE 4,000 P.S.I. COMPRESSIVE
STRENGTH.
CONCRETE FILL TO BE ROUNDED
FOR PROPER RUN OFF
4" DIAMETER STEEL PIPE FILLED
W/ CONCRETE PAINTED TRAFFIC
YELLOW AND EMBEDDED IN
CONCRETE BASE
TOP OF ASPHALT OR
CONCRETE SLAB
4,000 P.S.I. CONCRETE 1 1 1 1 1 1
I 1=1 I 1=1 I ,
EI I I -I I -I
� I I -III -III -I •' • • •
-III-III-III-I • •�
1 -III -I I 1 -III �•• �•
=1 I I -III -III -I '�•: LL I
iIL,; III��i-II1- lig
NOTE:
1. SEE SITE PLAN FOR LOCATION(S). V-6"
MIN.
BOLLARD DETAIL
NOT TO SCALE
7�0
010 �
^� LIMITS OF
PROP PVMT
(SEE NOTE 4)
0.50% MIN 0.50% MIN
0
v
0
SPILL CURB EXAMPLE TWO
WHITE LEGEND RED BACKGROUND
R1-1
36"X36"
NOT TO SCALE
0
co
WHITE LEGEND RED BACKGROUND
"STOP" SIGN
NOT TO SCALE
R1-1
30"X30"
z
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o=
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0-.J(42' min
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REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: AS SHOWN
CAD I. D.: SDO
PROJECT:
ROCCKINGHAM
GROCERY
FOR
GRDI9 LLC
LOCATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, INC 28379
BOH LER
E N G IN E E R1 N G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
SHEET NUMBER:
D-1,0

NOTES:
1. WORDS AND ARROWS SHALL BE APPLIED IN
ACCORDANCE WITH SECTION 3B.20 OF THE
MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES FOR STREETS AND HIGHWAYS.
2. THESE WORDS AND ARROWS ARE TO BE
PAINTED RETROREFLECTIVE WHITE.
3. OPEN ARROWS SHALL CONSIST OF A 4"
PERIMETER STRIPE.
7_4
SOLID ARROW MARKINGS
PAVEMENT MARKINGS
NOT TO SCALE
EDGE OF CROSSWALK OR
INTERSECTING TRAVEL WAY
0
v
STOP
LINE
1
5" ASPHALT SURFACE COURSE (TYPE S-9.5 B)
5" ASPHALT BINDER COURSE (TYP I-19.OB)
8" COMPACTED STONE BASE (ABC STONE)
UNDISTURBED
EARTH OR -
COMPACTED
FILL
S 4" BEDDING
(M I N.)
4"
REINFORCED CONCRETE PIPE (RCP)
AND O Slf I RAL RIB PIPE
SMALLER THAN 50990
ASPHALT SURFACE COURSE (TYPE S -9.5B)
6" COMPACTED STONE BASE (ABC STONE)
COMPACTED SUBGRADE I COMPACTED SUBGRADE 1
b (PER GEOTECHNICAL REPORT) (PER GEOTECHNICAL REPORT)
A\y OTE:
1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 8 PER GEOTECHNICAL REPORT N0TEF:
PREPARED BY S&ME, INC, ENTITLED GEOTECHNICAL EXPLORATION REPORT PROPOSED
RETAIL DEVELOPMENT, DATED 4/2/15 (PROJECT #1305-15-22). FINAL DESIGN TO BE
PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 8 PER GEOTECHNICAL REPORT
PREPARED BY S&ME, INC, ENTITLED GEOTECHNICAL EXPLORATION REPORT PROPOSED
2. CONTRACTOR TO INSTALL 4" BLACK BASE INSTEAD OF 8" ABC WHEN PAVING WITHIN THE RETAIL DEVELOPMENT, DATED 4/2/15 (PROJECT #1305-15-22). FINAL DESIGN TO BE
RIGHT OF WAY. PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE.
HEAVY DUTY ASPHALT PAVEMENT SECTION STANDARD DUTY ASPHALT ALT PAVEMENT SECTION
i
I
12"MIN.
O.D.
12"MIN
18" MAX.
18" MAX.
PROP.
UNDISTURBED
PAVEMENT
PAVEMENT
EARTH OR
7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE
2. HAUNCHING SHALL BE WORKED AROUND THE PIPE
COMPACTED /
ILL
° d
FILL
I OR CLASS 11 COMPACTED TO 95% STANDARD
EX. ASPHALT z
/\
MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE
° d
c
WITH ASTM D 698. CLASS III AND IV
STOP SIGN (TYP.)
TO REMAIN U
MATERIALS SHALL BE COMPACTED ± 2% OF THEIR
BACKFILL
WORKED BY HAND, OR CLASS II
1MEET
d°
FINAL /
BACKFILL �\
36"x36" AT HIGHWAY/
<co
SLOPE
(ABC STONE)
STREET INTERSECTIONS
PIPE \\
VARIES
(MIN.)
30"x30" WITHIN
Z
SPRING /
1
SHORED, SHEETED, BRACED, OR OTHERWISE
is
III COMPACTED AS NOTED IN NOTES 3. AND 4.
LINE�\
PARKING LOT
d d
2'
a
d
S 4" BEDDING
(M I N.)
4"
REINFORCED CONCRETE PIPE (RCP)
AND O Slf I RAL RIB PIPE
SMALLER THAN 50990
ASPHALT SURFACE COURSE (TYPE S -9.5B)
6" COMPACTED STONE BASE (ABC STONE)
COMPACTED SUBGRADE I COMPACTED SUBGRADE 1
b (PER GEOTECHNICAL REPORT) (PER GEOTECHNICAL REPORT)
A\y OTE:
1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 8 PER GEOTECHNICAL REPORT N0TEF:
PREPARED BY S&ME, INC, ENTITLED GEOTECHNICAL EXPLORATION REPORT PROPOSED
RETAIL DEVELOPMENT, DATED 4/2/15 (PROJECT #1305-15-22). FINAL DESIGN TO BE
PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 8 PER GEOTECHNICAL REPORT
PREPARED BY S&ME, INC, ENTITLED GEOTECHNICAL EXPLORATION REPORT PROPOSED
2. CONTRACTOR TO INSTALL 4" BLACK BASE INSTEAD OF 8" ABC WHEN PAVING WITHIN THE RETAIL DEVELOPMENT, DATED 4/2/15 (PROJECT #1305-15-22). FINAL DESIGN TO BE
RIGHT OF WAY. PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE.
HEAVY DUTY ASPHALT PAVEMENT SECTION STANDARD DUTY ASPHALT ALT PAVEMENT SECTION
i
I
NOT TO SCALE
1. BEDDING SHALL BE CLASS I WORKED BY
1.5" FINISH ASPHALT
EX.
PROP.
BIT. CONC. TYPE S -9.5B
PAVEMENT
PAVEMENT
d dO
d d
7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE
2. HAUNCHING SHALL BE WORKED AROUND THE PIPE
WITH ASTM D 2321-11.
ILL
° d
2.5" BASE COURSE
I OR CLASS 11 COMPACTED TO 95% STANDARD
EX. ASPHALT z
TYPE 1-19.06
MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE
° d
c
WITH ASTM D 698. CLASS III AND IV
STOP SIGN (TYP.)
TO REMAIN U
MATERIALS SHALL BE COMPACTED ± 2% OF THEIR
BACKFILL
WORKED BY HAND, OR CLASS II
1MEET
d°
8" STONE BASE
36"x36" AT HIGHWAY/
<co
SLOPE
(ABC STONE)
STREET INTERSECTIONS
EX. PAVEMENT FLUSH
VARIES
(MIN.)
30"x30" WITHIN
11
° 12:1 MAX.°
1
SHORED, SHEETED, BRACED, OR OTHERWISE
°
III COMPACTED AS NOTED IN NOTES 3. AND 4.
SUPPORTED IN COMPLIANCE WITH OSHA
PARKING LOT
d d
2'
a
d
°
d
SPECIFICATIONS)
SEE SITE PLAN
STROKE WIDTH
4" (TYP.)
NOTE:
1. WORDS AND LINES SHALL BE APPLIED IN ACCORDANCE WITH SECTIONS
313.16 AND 313.20 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES FOR STREETS AND HIGHWAYS.
2. THESE WORDS AND BAR ARE TO BE PAINTED RETROREFLECTIVE WHITE.
STOP SIGNAGE AND MARKING
NOT TO SCALE
RETE PAVEMENT SECTION
PAVEMENT SURFACE
TACK COAT (SEE PAVEMENT DETAIL)
(APPLIED AT A RATE
OF 0.2 GALLONS/S.Y.)
CONCRETE -TO -ASPHALT DETAIL
NOT TO SCALE
H:\2015\NCR151000\DRAWINGS\PLAN SETS\NCR151000SDO.DWG PRIMED BY: AALLISON 4.27.16 ®9:49 AM VST SAVED BY: AALLISON
PROP. 1 1/2" MILLJ L --TACK COAT
AND OVERLAY (APPLIED AT A RATE
OF 0.2 GALLONS/S.Y.)
1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 8 PER GEOTECHNICAL REPORT
PREPARED BY S&ME, INC, ENTITLED GEOTECHNICAL EXPLORATION REPORT PROPOSED
RETAIL DEVELOPMENT, DATED 4/2/15 (PROJECT #1305-15-22). FINAL DESIGN TO BE
PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE.
2. CONTRACTOR TO INSTALL 4" BLACK BASE INSTEAD OF 8" ABC WHEN PAVING WITHIN THE
RIGHT OF WAY.
PAVEMENT WIDENING DETAIL
NOT TO SCALE
2' MIN. CLEAR ZONE
(TYP., LT. & RT.)
VARIES
2% MAX. CROSS SLOPE
COMPACTED SUBGRADE (PER
GEOTECHNICAL REPORT)
L4" CLASS A CONCRETE
(4,000 P.S.I. @ 28 DAYS)
4" THICK, COMPACTED
STONE BASE (TYPE 2a)
NOTE:
1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED
AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL
TO SIDEWALK WIDTH.
CONCRETE SIDEWALK DETAIL
NOT TO SCALE
NOT TO SCALE
REFER TO FACE OF CURB
2'-0"
::Il�fifY
' 1-1/2"R
i Zo
.a
SPILL CURB & OUTER
NOTES:
4" J
ALL OTHER PIPES
INCLUDING SPIRAL ]SIB
PIPE 50990 AND LARGER
NOT TO SCALE NOT TO SCALE
STO�M SEWED T11RXENCH & BEDDING
NOT TO SCALE
(WM-12/04/2004) (MODIFIED)
TRUNCATED DOME PA
EDGE OF CURB
GENERAL NOTES
1. BEDDING SHALL BE CLASS I WORKED BY
6. FINAL BACKFILL NOT UNDER PAVED AREAS CAN
HAND.
BE CLASS IV COMPACTED TO 95% STANDARD
FINAL
PROCTOR.
BACKFILL
d dO
d d
7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE
2. HAUNCHING SHALL BE WORKED AROUND THE PIPE
WITH ASTM D 2321-11.
BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS
° d
d
I OR CLASS 11 COMPACTED TO 95% STANDARD
g. ALL MATERIALS SHALL BE INSTALLED IN
PROCTOR.
MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE
° d
c
WITH ASTM D 698. CLASS III AND IV
INITIAL
3. INITIAL BACKFILL SHALL BE CLASS I
MATERIALS SHALL BE COMPACTED ± 2% OF THEIR
BACKFILL
WORKED BY HAND, OR CLASS II
OPTIMUM MOISTURE CONTENT.
d°
COMPACTED TO 95% STANDARD PROCTOR.
9. FILL SALVAGED FROM EXCAVATION SHALL BE
HAUNCHING
4. INITIAL BACKFILL NOT UNDER PAVED AREAS
FREE OF DEBRIS, ORGANICS AND ROCKS
4" BEDDING
CAN BE CLASS III COMPACTED TO 95%
LARGER THAN 3".
(MIN.)
STANDARD PROCTOR.
10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED,
° 12:1 MAX.°
5. FINAL BACKFILL SHALL BE CLASS I, II, OR
SHORED, SHEETED, BRACED, OR OTHERWISE
°
III COMPACTED AS NOTED IN NOTES 3. AND 4.
SUPPORTED IN COMPLIANCE WITH OSHA
d d
REGULATIONS AND LOCAL ORDINANCES. (SEE
a
d
°
d
SPECIFICATIONS)
NOT TO SCALE NOT TO SCALE
STO�M SEWED T11RXENCH & BEDDING
NOT TO SCALE
(WM-12/04/2004) (MODIFIED)
TRUNCATED DOME PA
EDGE OF CURB
5-0"
MIN.
NOTE:
ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA
ACCESSIBLE GUIDELINES.
ADA ACCESSIBLE IJLDXAMP DETAIL
NOT TO SCALE
PAVEMENT DIMENSION(S) ON PLAN
VIEW REFER TO FACE OF CURB
2'-0"
1"
6"
-1-1/2"R
CD
COLLECTOR CURB & GUTTER
1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P.S.I. @ 28 DAYS.
2. CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB.
3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT.
4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-0" O.C. TOOLED 1/4" (±1/16") WIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, AND ALL P.C.'S.
CONCRETE CURB & GUTTER DETAIL
PAVEDRFA ECONC.PAD
su c /
S TAPER F CURB T TAPER
BREAK
GUTTER PAN
o D3' RIP -RAP PAD
PLAA\(`
CURB (PER SITE PLAN)
1" RADIUS
F CURB
S TAPER BREAK S TAPER
ELEVATION
CURB BREAK DETAIL
NOT TO SCALE
NOT TO SCALE
FULL HEIGHT CURB 3CURB TAPER 1" RADIUS
PAVEMENT SURFAC
CURB TAPER DETAIL
NOT TO SCALE
TRUNCATED' 1:12 SLO
DOME PATTERN
DOTE:
1. ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT
ADA ACCESSIBLE GUIDELINES.
ADA ACCESSIBLE RAMP DETAIL
NOT TO SCALE
EX. CONC. PROP. CONC.
PAVEMENT PAVEMENT
EPDXY COATED
DOWEL @ 18" O.C.
8-1/2"
GROUT EXPANSION JOINT MATERIAL
'• ..
NOTE:
1. CONTRACTOR TO BLOW OUT DUST FROM DRILLED HOLES PRIOR TO APPLYING
GROUT.
CONCRETE DOWELING DETAIL
NOT TO SCALE
COMPACTED STONE BASE
"-COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
NOTE:
1. SECTION SHOWN BASED ON A REQUIRED CBR OF AT LEAST 8 PERCENT FOR
OFF-SITE BORROW COMPACTED IN ACCORDANCE WITH PROJECT
SPECIFICATIONS.
2. MAXIMUM JOINT SPACING OF 12 FEET.
HEAVY DUTY CONCRETE SECTION
NOT TO SCALE
P4 4 o
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r'��•' = J W W ❑ g ci
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a
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r� ¢wO A 8
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-4c
REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: AS SHOWN
CAD I.D.: SDO
PROJECT:
ROCCKINGHAM
GROCERY
jj��FOR
�VJI LLC
ff�RJL
LOCATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
BOH LER
E N G IN E E R1 N G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
CONST]ER\UCTION
DETAILS
SHEET NUMBER:
D-11
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ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA
ACCESSIBLE GUIDELINES.
ADA ACCESSIBLE IJLDXAMP DETAIL
NOT TO SCALE
PAVEMENT DIMENSION(S) ON PLAN
VIEW REFER TO FACE OF CURB
2'-0"
1"
6"
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COLLECTOR CURB & GUTTER
1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P.S.I. @ 28 DAYS.
2. CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB.
3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT.
4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-0" O.C. TOOLED 1/4" (±1/16") WIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, AND ALL P.C.'S.
CONCRETE CURB & GUTTER DETAIL
PAVEDRFA ECONC.PAD
su c /
S TAPER F CURB T TAPER
BREAK
GUTTER PAN
o D3' RIP -RAP PAD
PLAA\(`
CURB (PER SITE PLAN)
1" RADIUS
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ELEVATION
CURB BREAK DETAIL
NOT TO SCALE
NOT TO SCALE
FULL HEIGHT CURB 3CURB TAPER 1" RADIUS
PAVEMENT SURFAC
CURB TAPER DETAIL
NOT TO SCALE
TRUNCATED' 1:12 SLO
DOME PATTERN
DOTE:
1. ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT
ADA ACCESSIBLE GUIDELINES.
ADA ACCESSIBLE RAMP DETAIL
NOT TO SCALE
EX. CONC. PROP. CONC.
PAVEMENT PAVEMENT
EPDXY COATED
DOWEL @ 18" O.C.
8-1/2"
GROUT EXPANSION JOINT MATERIAL
'• ..
NOTE:
1. CONTRACTOR TO BLOW OUT DUST FROM DRILLED HOLES PRIOR TO APPLYING
GROUT.
CONCRETE DOWELING DETAIL
NOT TO SCALE
COMPACTED STONE BASE
"-COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
NOTE:
1. SECTION SHOWN BASED ON A REQUIRED CBR OF AT LEAST 8 PERCENT FOR
OFF-SITE BORROW COMPACTED IN ACCORDANCE WITH PROJECT
SPECIFICATIONS.
2. MAXIMUM JOINT SPACING OF 12 FEET.
HEAVY DUTY CONCRETE SECTION
NOT TO SCALE
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REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: AS SHOWN
CAD I.D.: SDO
PROJECT:
ROCCKINGHAM
GROCERY
jj��FOR
�VJI LLC
ff�RJL
LOCATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
BOH LER
E N G IN E E R1 N G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
CONST]ER\UCTION
DETAILS
SHEET NUMBER:
D-11

Y:1North Carolina\! NCDOTINCDOT DETAILSIAII DetailS\Roadway Standard DetailsTivison 8 - JPEGsTivision 8 - JPEGs_Page_070 Jpg
inti -seep collars may be constructed with class B concrete or compacted clay. The compacted Clay shall have a
specific discharge of 1 X 10-5cmisec or less. The following specifications apply to class B concrete:
a. Minimum cement content, sacks per cubic yard with rounded course aggregate 5,0
h, Minimum cement content, sacks per cubic yard with angular course aggregate 5,5
c. Maximum water -cement ratite gallons per sack 6,8
d, Slump range 2" to 4"
e. Minimum strength - 28 day psi 2,500
UNDISTURBED
EARTH OR -
COMPACTED
FILL
12 INCHE-
18 IWLHE
UTILITY LINE
(DIAMETER MARIE'S)
TRENCH WIDTH
6 INCHES '� 6 INCHES
NOT TO EXCEED 40 FEET
Detectable Warnina Taae:
Acid- and alkali -resistant, polyethylene film warning tape
manufactured for marking and identifying underground utilities, a
minimum of 6 inches wide and 4 mils thick, continuously
inscribed with a description of the utility, with metallic core
encased in a protective jacket for corrosion protection,
detectable by metal detector when tape is buried up to 30 inches
deep; colored as follows:
1. Red: Electric.
2. Yellow: Gas, oil, steam, and dangerous materials.
3. Orange: Telephone and other communications.
4. Blue: Water systems.
5. Green: Sewer systems.
DETECTABLE WARNING TAPE
CONCRETE OR
COMPACTED CLAY
srnxonao oerniL
ANTI -SEEP COLLAR DETAIL °°'as
UNDISTI
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COMPA(
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FINAL
BACKFILL
PIPE
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AND SPIRAL RIB PIPE
SMALLER THAN 60"0
NOT TO SCALE
H:\2015\NCR151000\DRAWINGS\PLAN SETS\NCR151000SDO.DWG PRIMED BY: AALUSON 4.27.16 ®9:49 AM LAST SAVED BY: AALLISON
ALL OTHER PIPES
INCLUDING SPIRAL RIB
PIPE 60"0 AND LARGER
NOT TO SCALE
STORM SEWER TRENCH & BEDDING
NOT TO SCALE
21
OUTLET PIPE
GENERAL NOTES
APRON
1.
BEDDING SHALL BE CLASS I WORKED BY
8" - 30"
STONE
DIAMETER
(IN)
HAND.
INITIAL
WIDTH
W1
(FT)
2.
HAUNCHING SHALL BE WORKED AROUND THE PIPE
O D
0.005
BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS
OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045.
6.0
I OR CLASS II COMPACTED TO 95% STANDARD
EW#2
WARNING TAPE
PROCTOR.
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
3.
INITIAL BACKFILL SHALL BE CLASS I
FINAL
DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING
WORKED BY HAND, OR CLASS II
BACKFILL
SEE NOTE
COMPACTED TO 95% STANDARD PROCTOR.
RESTRICTIONS. SEE DRAWING NO. 7001-110-065.
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
4.
INITIAL BACKFILL NOT UNDER PAVED AREAS
SEE NOTE
EARTH OR -
CAN BE CLASS III COMPACTED TO 95%
TECHNICAL INFORMATION SHOWN HEREIN
REVISED BY CCA PROJECT N0./NAME
STANDARD PROCTOR.
EARTH OR -
5.
FINAL BACKFILL SHALL BE CLASS I, II, OR
J ITIAL
ITIAL
TITLE
III COMPACTED AS NOTED IN NOTES 3. AND 4.
L
CONTAINED HEREIN, OR MANUFACTURE OF ANY
DATE 09-05-13
FINAL
6.
FINAL BACKFILL NOT UNDER PAVED AREAS CAN
QUICK SPEC INSTALLATION
BE CLASS IV COMPACTED TO 95% STANDARD
CHING
ih
PROCTOR.
DING
7,
ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE
N)
WITH ASTM D 2321-11.
BACKFILL
8.
ALL MATERIALS SHALL BE INSTALLED IN
z
MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE
PIPE
WITH ASTM D 698. CLASS III AND IV
z
MATERIALS SHALL BE COMPACTED ± 2% OF THEIR
OPTIMUM MOISTURE CONTENT.
INITIAL
9.
FILL SALVAGED FROM EXCAVATION SHALL BE
FREE OF DEBRIS, ORGANICS AND ROCKS
LINEING
LARGER THAN 3".
-
10.
ALL TRENCH EXCAVATIONS SHALL BE SLOPED,
SHORED, SHEETED, BRACED, OR OTHERWISE
BACKFILL
SUPPORTED IN COMPLIANCE WITH OSHA
HAUNCHING
REGULATIONS AND LOCAL ORDINANCES. (SEE
SPECIFICATIONS)
STORM SEWER TRENCH & BEDDING
NOT TO SCALE
21
SUPPORtED IN COMPLRIANCE'WIITH OSHAWI E
REGULATIONS AND LOCAL ORDINANCES. (SEE
SPECIFICATIONS)
UTILITY TRENCH[ AND BEDDING
NOT TO SCALE
NYLOPLAST DRAIN BASIN WITH DOME GRATE
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
(3) VARIABLE INVERT HEIGHTS RECOMMENDATION
AVAILABLE (ACCORDING TO (MIN. MANUFACTURING
PLANS[TAKE OFF) REQ. SAME AS MIN. SUMP)
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 30" FOR CORRUGATED HDPE
(ADS N-12/HANCOR DUAL WALL, ADSMANCOR
SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C900/C905,
CORRUGATED & RIBBED PVC
WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
(5) ADAPTER ANGLES VARIABLE
0° - 360° ACCORDING TO PLANS
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6" MIN. ON 8" - 24", 10" MIN. ON 30"
MIN ON 8" - 24" BASED ON MANUFACTURING REQ.)
6" MIN ON 30"
OUTLET PIPE
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
APRON
OUTLET
NO.
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I
8" - 30"
STONE
DIAMETER
(IN)
O.D.
INITIAL
WIDTH
W1
(FT)
DETECTABLE
BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED &
O D
0.005
DETECTABLE
OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045.
6.0
24.5 16
EW#2
WARNING TAPE
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
DRAWN BY EBC MATERIAL
WARNING TAPE
UNDISTURBED
DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
0.028
SEE NOTE
UNDISTURBE
RESTRICTIONS. SEE DRAWING NO. 7001-110-065.
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
DATE 03-25-10
SEE NOTE
EARTH OR -
ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL),
TECHNICAL INFORMATION SHOWN HEREIN
REVISED BY CCA PROJECT N0./NAME
l�
EARTH OR -
N-12 HP, & PVC SEWER (4" - 24").
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
TITLE
CLLOMPACTED
I
z
CONTAINED HEREIN, OR MANUFACTURE OF ANY
DATE 09-05-13
FINAL
CIOMPACTED
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
QUICK SPEC INSTALLATION
FINAL
6 - 8".30" DOME GRATES HAVE NO LOAD RATING.
ih
DWG SIZE A SCALE 140 SHEET 1 OF 1
DWG N0. 7001-110-397
BACKFILL
PERMISSION FROM NYLOPLAST. ®2013 NYLOPLAST
BACKFILL
PIPE
z
PIPE
z
i0
INITIAL
SPRING
INITIAL
LINEING
T BACKFILL
LINE
BACKFILL
1111
HAUNCHING
;•;,
HAUNCHING
4" BEDDING
4" BEDDING
(MIN.)
(MIN.)
4"
4"
PIPE DIA W
WATER LINE
>12" O.D.OFPIPE+12'$T018"
SANITARY SEWER
GENERAL NOTES
1. BEDDING SHALL BE CLASS I WORKED BY
6. FINAL BACKFILL NOT UNDER PAVED AREAS CAN
HAND.
BE CLASS IV COMPACTED TO 95 /° STANDARD
PROCTOR.
2. HAUNCHING SHALL BE WORKED AROUND THE PIPE
IN
7. ALL MATERIALS ARE CLASSIFIED IN
BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS
ACCORDANCE WITH ASTM D 2ED
I OR CLASS II COMPACTED TO 95% STANDARD
.
PROCTOR.
8. ALL MATERIALS SHALL BE INSTALLED IN
3. INITIAL BACKFILL SHALL BE CLASS I WORKED
MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE
WITH ASTM D 698. CLASS III AND IV
BY HAND OR CLASS II COMPACTED TO
°
MATERIALS SHALL BE COMPACTED ± 2% OF
95% STANDARD PROCTOR.
THEIR OPTIMUM MOISTURE CONTENT.
4. INITIAL BACKFILL NOT UNDER PAVED AREAS
9, FILL SALVAGED FROM EXCAVATION SHALL BE
CAN BE CLASS III COMPACTED TO 95%
FREE OF DEBRIS, ORGANICS AND ROCKS
STANDARD PROCTOR.
LARGER THAN 3".
5. FINAL BACKFILL SHALL BE CLASS I, ' II OR
III COMPACTED AS NOTED IN NOTES . AND 4.O
10. SALOL TRENSCH EXCAVATIONS SOHALLL BE SLOPED,
SUPPORtED IN COMPLRIANCE'WIITH OSHAWI E
REGULATIONS AND LOCAL ORDINANCES. (SEE
SPECIFICATIONS)
UTILITY TRENCH[ AND BEDDING
NOT TO SCALE
NYLOPLAST DRAIN BASIN WITH DOME GRATE
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
(3) VARIABLE INVERT HEIGHTS RECOMMENDATION
AVAILABLE (ACCORDING TO (MIN. MANUFACTURING
PLANS[TAKE OFF) REQ. SAME AS MIN. SUMP)
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 30" FOR CORRUGATED HDPE
(ADS N-12/HANCOR DUAL WALL, ADSMANCOR
SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C900/C905,
CORRUGATED & RIBBED PVC
WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
(5) ADAPTER ANGLES VARIABLE
0° - 360° ACCORDING TO PLANS
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6" MIN. ON 8" - 24", 10" MIN. ON 30"
MIN ON 8" - 24" BASED ON MANUFACTURING REQ.)
6" MIN ON 30"
1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536
OUTLET PIPE
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
APRON
OUTLET
NO.
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I
8" - 30"
STONE
DIAMETER
(IN)
OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING &
INITIAL
WIDTH
W1
(FT)
2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE
BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED &
24
0.005
COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536
OUTLET PIPE
RIP -RAP
APRON
OUTLET
NO.
GRADE 70-50-05.
PIPE
SLOPE
(FT/FT)
STONE
DIAMETER
(IN)
THICK.
d
(IN)
INITIAL
WIDTH
W1
(FT)
2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE
EW#1
24
0.005
10
OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045.
6.0
24.5 16
EW#2
18
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
DRAWN BY EBC MATERIAL
4.5
3130 VERONA AVE
DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
0.028
8
BUFORD, GA 30518
RESTRICTIONS. SEE DRAWING NO. 7001-110-065.
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
DATE 03-25-10
{
Nyl laS
PHN [phone]
FAX [phone]
ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL),
TECHNICAL INFORMATION SHOWN HEREIN
REVISED BY CCA PROJECT N0./NAME
l�
www.nyloplast-us.cor
N-12 HP, & PVC SEWER (4" - 24").
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
TITLE
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0" TO 360°. TO DETERMINE
CONTAINED HEREIN, OR MANUFACTURE OF ANY
DATE 09-05-13
DRAIN BASIN WITH DOME GRATE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
QUICK SPEC INSTALLATION
DETAIL
6 - 8".30" DOME GRATES HAVE NO LOAD RATING.
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
DWG SIZE A SCALE 140 SHEET 1 OF 1
DWG N0. 7001-110-397
REV C
PERMISSION FROM NYLOPLAST. ®2013 NYLOPLAST
RI PRA P OUTLET
PROTECTION
NOT TO SCALE
FINISH GRADE
PROP. TAPPING VALVE
PROP. TAPPING SLEEVE
EXIST. WATER MAIN
SERVICE TO
a a SITE OR HYDRANT
WATER SERVICE
d d \\
a a r
°
Ell I_ FLAT ROCK OR
° CONCRETE
_/a III.
CONCRETE THRUST BLOCK
SEE THRUST BLOCK DETAIL
NOTE:
WET TAP AND VALVE MANUFACTURER SHALL BE DETERMINED BY
GOVERNING MUA OR WATER SUPPLIER.
2' SQ. x 6" THICK CLASS B
CONCRETE PAD
VALVE BOX TO SUI -
AND DEPTH C
TEMP BACK
VALVE BC
W,
WET TAP DETAIL
NOT TO SCALE
GAUGE VALVE
NOT TO SCALE
SUITABLE
BACKFILL jV
SANITARY LATERAL
ADJUST TOP SECTION
TO FINISH GRADE
ALVE BOX TO BE ENTIRELY
UPPORTED BY CONCRETE
LOCKS OR BRICKS TO SUIT.
ALVE OR BOX MUST NOT
EAR ON VALVE OR PIPE
CORE DRILL EXISTING MANHOLE
AND SEAL WITH A -LOCK GASKET
AND NON- SHRINKING GROUT
FOR WATERTIGHT SEAL.
MANHOLE BASE
REMOVE/REPLACE
CONCRETE CHANNEL,
AS REQUIRED
CLEAN OUT SEWER
CRUSHED o 0
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STONE a -
APPROVED SUBGRADE J FOUNDATION MATERIAL
NOTE:
1. MAXIMUM DROP BETWEEN INCOMING AND OUTGOING PIPES TO BE 2'.
IF OVER 2', DROP MANHOLE IS REQUIRED.
2. SEE GRADING/DRAINAGE/UTILITY PLAN FOR PIPE SIZES, INVERTS AND
ELEVATIONS.
SANITARY LATERAL TO MANHOLE
HOLE
CONNECTION DETAIL
THREADED PVC CLEANOUT P
GRADE SURFACE AWAY
FROM CLEAN OUT-\
ADJUSTABLE HEAD
NOTE: SEE APPLICABLE DETAIL
FOR BACKFILL AND BEDDING
INSTRUCTIONS.
0
N01'TO SCALE
HEAVY DUTY FRAME AND COVER
W/ LETTERS "C.O." CAST IN COVER
1" IN GRASSY AREA
0" IN PAVED AREA
SIZE OF RISER PIPE PER LOCAL CODES
1111 1 1 45° BEND
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CRUSHED STONE PER LOCAL CODES
o°OoOo°0O
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REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: AS SHOWN
CAD I. D.: SDO
PROJECT:
ROCCKINGHAM
GROCERY
FOR
GRDI9 LLC
LOCATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
BOH LER
E N G IN E E R1 N G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NIC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
SHEET NUMBER:
D-1,2
OUTLET PIPE
RIP -RAP
APRON
OUTLET
NO.
PIPE DIA
Pd
(IN)
PIPE
SLOPE
(FT/FT)
STONE
DIAMETER
(IN)
THICK.
d
(IN)
INITIAL
WIDTH
W1
(FT)
TERMINAL
WIDTH LENGTH
W2 L
(FT) (FT)
EW#1
24
0.005
10
15
6.0
24.5 16
EW#2
18
0.005
8
12
4.5
11.5 6
DRIVEWAY FES
18
0.028
8
12
4.5
15 9
RI PRA P OUTLET
PROTECTION
NOT TO SCALE
FINISH GRADE
PROP. TAPPING VALVE
PROP. TAPPING SLEEVE
EXIST. WATER MAIN
SERVICE TO
a a SITE OR HYDRANT
WATER SERVICE
d d \\
a a r
°
Ell I_ FLAT ROCK OR
° CONCRETE
_/a III.
CONCRETE THRUST BLOCK
SEE THRUST BLOCK DETAIL
NOTE:
WET TAP AND VALVE MANUFACTURER SHALL BE DETERMINED BY
GOVERNING MUA OR WATER SUPPLIER.
2' SQ. x 6" THICK CLASS B
CONCRETE PAD
VALVE BOX TO SUI -
AND DEPTH C
TEMP BACK
VALVE BC
W,
WET TAP DETAIL
NOT TO SCALE
GAUGE VALVE
NOT TO SCALE
SUITABLE
BACKFILL jV
SANITARY LATERAL
ADJUST TOP SECTION
TO FINISH GRADE
ALVE BOX TO BE ENTIRELY
UPPORTED BY CONCRETE
LOCKS OR BRICKS TO SUIT.
ALVE OR BOX MUST NOT
EAR ON VALVE OR PIPE
CORE DRILL EXISTING MANHOLE
AND SEAL WITH A -LOCK GASKET
AND NON- SHRINKING GROUT
FOR WATERTIGHT SEAL.
MANHOLE BASE
REMOVE/REPLACE
CONCRETE CHANNEL,
AS REQUIRED
CLEAN OUT SEWER
CRUSHED o 0
• a 8
STONE a -
APPROVED SUBGRADE J FOUNDATION MATERIAL
NOTE:
1. MAXIMUM DROP BETWEEN INCOMING AND OUTGOING PIPES TO BE 2'.
IF OVER 2', DROP MANHOLE IS REQUIRED.
2. SEE GRADING/DRAINAGE/UTILITY PLAN FOR PIPE SIZES, INVERTS AND
ELEVATIONS.
SANITARY LATERAL TO MANHOLE
HOLE
CONNECTION DETAIL
THREADED PVC CLEANOUT P
GRADE SURFACE AWAY
FROM CLEAN OUT-\
ADJUSTABLE HEAD
NOTE: SEE APPLICABLE DETAIL
FOR BACKFILL AND BEDDING
INSTRUCTIONS.
0
N01'TO SCALE
HEAVY DUTY FRAME AND COVER
W/ LETTERS "C.O." CAST IN COVER
1" IN GRASSY AREA
0" IN PAVED AREA
SIZE OF RISER PIPE PER LOCAL CODES
1111 1 1 45° BEND
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SANITARY SEWER CLEANOUT
NOT TO SCALE
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REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: AS SHOWN
CAD I. D.: SDO
PROJECT:
ROCCKINGHAM
GROCERY
FOR
GRDI9 LLC
LOCATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
BOH LER
E N G IN E E R1 N G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NIC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
SHEET NUMBER:
D-1,2

EXISTING ROADWAY
EXISTING ROADWAY
15' OR WIDTH OF
PROPOSEDSTREET
WHICHEVER IS
GREATER.
50'
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS NOT
REMOVED BY THE VEHICLE TRAVELING OVER THE STONE, THEN THE
TIRES OF THE VEHICLES MUST BE WASHED BEFORE ENTERING THE
PUBLIC ROAD.
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON TO THE
PUBLIC ROAD, THE TOWN WILL CLEAN THE AREA AND INVOICE THE
FINANCIALLY RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
RESPONSIBILITY FORM. THE MINIMUM FEE THE TOWN OF CARY WILL
CHARGE TO CLEAN THE STREETS WILL BE $300 FOR THE FIRST HOUR
AND $200 FOR EACH HOUR THEREAFTER.
NCDENR MAINTENANCE NOTE:
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE- MAINTAIN THE GRAVEL PAD IN
A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION
SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2 -INCH STONE. AFTER EACH
RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT
AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED,
WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
GEOTEXTILE FABRIC UNDER
STONE
CROSS SECTION
STANDARD CONSTRUCTION ENTRANCE
NOT TO SCALE
NCDENR MAINTENANCE NOTE:
SKIMMER- INSPECT SKIMMER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
(ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. PULL
THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED.
EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR
THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES
NOT HOLD DOWN THE SKIMMER. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS
WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP
AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK,
PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO
CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE
DEBRIS. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED
AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER.
BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. FREEZING
WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS
SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
SKIMMER SIZE: 2.5"
ORIFICE DIAMETER: 1.8"
DEWATERING TIME: 3 DAYS
OUTLET END:
CONNECTION
To OUTLET PIPE OR
RISER
SCHEDULE 40 PVC
VEN
BARREL PIPE LONGER
THAN SHOWN.
NOT INCLUDED WITH
SKIMMER SUPPLIED
BY USER.
STANDARD SKIMMER DETAIL
NOT TO SCALE
NEW CONSTRUCTION
STAKE
CLASS B STONE PAD
(4'X 4' X 1MIN.)
TRASH RACK-\
SKIMMER, TES
ARM
CLEAN OUT BASIN BOTTOM, FLEXIBLE
ELEV. (COE) ELEVATION (BE) HOSE
SKIMMER INVERT ELEV.-/
PRECAST
TEMPORARY RISER
8' TOP OF
EMBANKMENT
ELEVATION (ETE)
zi
1 Z2
�1
ANTI -SEEP
COLLAR
1 J11
CUT-OFF 1
TRENCH OUTLET PIPE TO
2' DEEP DRAINAGE
CTRI U-71 IRF
SPILLWAY
ELEVATION (SE)
SKIMMEIR SEDIMENT BASIN
NOT TO SCALE
SCREEN ACCESSIBLE
THROUGH DOOR
FLOAT
RETRIEVAL ROPE
NOTES:
1. SKIMMER IS TO BE A SURFACE DEWATERING DEVICE
SUCH AS BMP SKIMMER OR APPROVED DEVICE.
2. SKIMMER SHOULD RISE TO LEVEL OF WEIR HEIGHT IN
TEMPORARY BASIN OR TO RISER INLET.
3. ROPE ATTACHED TO SKIMMER TO HELP KEEP CLEAN.
2
W6C2
. . . . . _ /i/////
® �� f O
_ ^ 4„
- O
1 .1
6 _ \\/\\
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY 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
WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"APART IN THE BOTTOM OF THE TRENCH. BACKFILL
AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12"PORTION
OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES
SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS PER MANUFACTURER'S RECOMMENDATIONS.
4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4"-6" OVERLAP. USE A DOUBLE ROW OF
STAPLES STAGGERED 4" APART AND 4" ON CENTER TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY
12" APART IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 4"-6" (DEPENDING ON BLANKET TYPE) AND STAPLED.
TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN
WITH THE SEAM STITCH ON THE BLANKET BEING OVERLAPPED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9m -12m) INTERVALS. USE
A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4" ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART
IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
9. PLACE STAPLE/STAKES PER MANUFACTURER'S RECOMMENDATION FOR THE APPROPRIATE CHANNEL FLOW OR SHORELINE
APPLICATION
A
NOTE:
B C CRITICAL POINTS 1. HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
A. OVERLAPS AND SEAMS IF NECESSARY TO ALLOW STAPLES TO SECURE THE
B. PROJECTED WATER LINE CRITICAL POINTS ALONG THE CHANNEL SURFACE.
A C. CHANNEL BOTTOM/SIDE 2. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" MAY
B BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
C
3. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL
SPECIFICATION FOR PRODUCT SELECTION.
EROSION CONTROL LINING (CHANNEL INSTALLATION)
N.T.S
H:�2015�NCR751000�DRAWINGS\PLAN SDS�NCRi51000S00.DWG PRIMED BY: AALUSON 4.27.16 ®9:49 AM UST SAVED BY: PALLISON
NOTES:
1. CONCRETE WASTE MANAGEMENT PERTAINS TO WASTE FROM CONCRETE
READY -MIX TRUCKS, MASONRY OPERATIONS, AND SIMILAR WASTE.
2. CONCRETE MATERIALS ONSITE, INCLUDING EXCESS CONCRETE, SHALL BE
CONTROLLED AND MANAGED TO AVOID CONTACT WITH SURFACE WATERS,
WETLANDS OR BUFFERS. NO CONCRETE OR CEMENT SLURRY SHALL BE
DISCHARGED FROM THE SITE. ANY HARDENED CONCRETE RESIDUE WILL BE
DISPOSED OF, OR RECYCLED ON SITE, IN ACCORDANCE WITH LOCAL AND STATE
SOLID WASTE REGULATIONS.
3. DISCHARGE OF EXCESS OR WASTE CONCRETE AND/OR WASH WATER FROM
CONCRETE TRUCKS IS ALLOWED AT THE CONSTRUCTION SITE, ONLY
COMMERCIALLY AVAILABLE ABOVE GROUND PORTABLE CONCRETE WASHOUT
CONTAINERS ARE ALLOWED AND SHALL BE PROTECTED FROM VEHICLE TRAFFIC
AND CLEARLY IDENTIFIED BY LEGIBLE SIGNAGE, AND SHALL BE LOCATED
OUTSIDE OF VEGETATED BUFFERS AND AS FAR AS PRACTICABLE FROM
STORMWATER CONVEYANCES AND IMPOUNDMENTS AND WATER BODIES.
PORTABLE CONCRETE WASHOUT CONTAINERS SHALL CONTAIN AND/OR
ACTIVELY MANAGE BOTH, SOLID AND FLUID, COMPONENTS OF THE MIX.
CONCRETE WASHOUT CONTAINERS SHALL BE CLEANED OR EXCHANGED WHEN
THE REMAINING VOLUME IS REDUCED BY 85% TO PREVENT ANY POTENTIAL
OVERFLOW IN A STORM EVENT.
4. ALTERNATIVELY, WASTE CONCRETE CAN BE PLACED INTO FORMS TO MAKE RIP
RAP AND/OR OTHER USEFUL CONCRETE PRODUCTS. PORTABLE CONCRETE
WASHOUT CONTAINERS SHALL BE DISPOSED IN ACCORDANCE WITH APPLICABLE
LOCAL, STATE AND FEDERAL REGULATIONS. THE GC IS RESPONSIBLE FOR
ASSURING THAT THESE PROCEDURES, APPLICABLE LAWS, AND ENVIRONMENTAL
REGULATIONS ARE FOLLOWED. THE LOCATION OF CONCRETE WASHOUT
CONTAINERS SHALL BE SHOWN ON THE SITE MAPS.
CEMENT AND CONCRETE WASHOUT
ASHO ALJ T
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH
WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH AS SHOWN IN
DETAIL 2. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12"
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS PER MANUFACTURES RECOMMENDATION.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH MINIMUM 6" OVERLAP. TO ENSURE PROPER SEAM ALIGNMENT,
PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE SEAM STITCH
ON THE PREVIOUSLY INSTALLED BLANKET.
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE
BLANKET WIDTH.
6. PLACE STAPLES/STAKES PER MANUFACTURER'S RECOMMENDATION FOR THE APPROPRIATE SLOPE BEING APPLIED,
NOTES:
1. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO
PROPERLY SECURE THE BLANKETS.
2. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SPECIFICATION FOR PRODUCT SELECTION.
MAINTENANCE NOTES
1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2
INCH OR GREATER) RAINFALL EVENT REPAIR IMMEDIATELY.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE
RECP.
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE
REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE
ERODED AREA PROTECTED.
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
EROSION CONTROL BLANKET (SLOPE INSTALLATIO
NOT TO SCALE
NCDENR MAINTENANCE NOTE:
SKIMMER SEDIMENT BASIN -
INSPECT SKIMMER SEDIMENT
BASINS AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT (1/2
INCH OR GREATER) RAINFALL
EVENT AND REPAIR IMMEDIATELY.
REMOVE SEDIMENT, AND
RESTORE THE BASIN TO ITS
ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED TO
ONE-HALF THE DESIGN DEPTH.
PLACE THE SEDIMENT THAT IS
REMOVED IN THE DESIGNATED
DISPOSAL AREA. CHECK THE
EMBANKMENT, SPILLWAY, OUTLET
FOR EROSION DAMAGE, AND
INSPECT THE EMBANKMENT FOR
PIPING AND SETTLEMENT. MAKE
ALL NECESSARY REPAIRS
IMMEDIATELY. REMOVAL ALL
TRASH AND OTHER DEBRIS FROM
THE RISER (IF APPLICABLE) AND
POOL AREA.
NOTES:
1. SEED AND PLACE MATTING
FOR EROSION CONTROL ON
INTERIOR AND EXTERIOR
SIDE SLOPES,
2. INSTALL A MINIMUM OF 3 COIR
FIBER BAFFLES IN
ACCORDANCE WITH
PRACTICE STANDARD 6.65.
3. INSTALL SKIMMER AND
COUPLING TO RISER
STRUCTURE.
4. THE ARM PIPE SHALL HAVE A
MINIMUM LENGTH OF 6 FT.
BETWEEN THE SKIMMER AND
COUPLING.
STOCKPILE (SEE DETAIL
ON THIS SHEET)
TEMPORARY
STOCKPILE DETAIL
o
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
o O o 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0000 o-O� �cu>�_ O-O� � °000
°000 �_ - - = 0000
00 I II I I II I o 0
'0,0Oo �°°°
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0000 0 0
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0 0 0 0
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0 o a -'o -a a -a � - s- o� a-
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0 0 0 0 0 0 0 0 0 0 0 0 0 o C C000
°o°o°o° o°O°o�D°o°o°o°o°o°o°o°
BLOCKS
WIRE MESH
IRAFI 140 N GEOTEXTILE FABRIC
SEE NOTE 2
1 RUNOFF
WIRE MESH
PLAN VIEW
FENCE AND FABRIC
BURIED IN TRENCH
_STEEL POST
6"X6" TRENCH, I
BACKFILLED AND j 2'
COMPACTED
SECTION VIEW AT OPENING
NOTES:
1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE I ST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3. PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
;ONE 5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL
SUPPORT ROPE
TO WIRE TO
PREVENT SAGGING
NCDENR MAINTENANCE NOTE:
BAFFLES - INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR,
DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES
HALF FULL, TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE
BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT, AND REPLACE IF DAMAGED DURING
CLEANOUT OPERATIONS. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. AFTER
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
CROSS SECTION
SUPPORT POST
24" INTRO BOTTOM
OR SIDE
COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
STAKE TO
SUPPORT WI
NOTES:
1. VERIFY WITH ENGINEER OF RECORD WHICH DISCHARGES FROM DEWATERING ACTIVITIES ARE ALLOWED OR ARE NOT ALLOWED NON-STORMWATER DISCHARGES UNDER THE GENERAL PERMIT AND OTHER
REGULATIONS. CONTRACTOR SHALL OBTAIN ALL DEWATERING PERMITS AND AUTHORIZATIONS REQUIRED BY STATE AND LOCAL REGULATIONS. SEE THE REQUIRED DEWATERING PERMITS AND
AUTHORIZATIONS TABLE BELOW. GC SHALL COMPLETE COLUMNS 3 AND 4.
2. GC SHALL WAIT TO HAVE WRITTEN COPY OF ALL REQUIRED DEWATERING PERMITS AND AUTHORIZATIONS BEFORE PERFORMING DEWATERING ACTIVITIES.
3. DISCHARGES FROM DEWATERING OPERATIONS SHALL BE DIRECTED THROUGH AN APPROPRIATE POLLUTION PREVENTION/TREATMENT SYSTEM OF CONTROL MEASURES, SUCH AS A SEDIMENT/FILTER BAG,
SEDIMENT TRAP OR SEDIMENT BASIN, AND OTHERS, AS NEEDED, PRIOR TO BEING DISCHARGED FROM THE SITE OR INTO A WATER BODY OF THE STATE. UNDER NO CIRCUMSTANCES ARE DISCHARGES
FROM DEWATERING OPERATIONS TO BE DISCHARGED DIRECTLY INTO SANITARY SEWER SYSTEMS, STREAMS, RIVERS, LAKES OR OTHER AREAS BEYOND THE PERMITTED PROJECT AREA. LIKEWISE,
DISCHARGES INTO STORM SEWER SYSTEMS THAT DO NOT DRAIN TO A SUITABLE ON-SITE TREATMENT FACILITY, SUCH AS A BASIN, ARE ALSO PROHIBITED. DISCHARGES FROM DEWATERING OPERATIONS
MUST ALSO BE CONDUCTED IN A MANNER SUFFICIENT TO PREVENT EROSION FROM THE DISCHARGE RUNOFF.
4. IN SEDIMENT TRAP OR BASIN OR POND DEWATERING OPERATIONS, WATER SHALL ONLY BE REMOVED FROM THE SURFACE OF THE CONTAINED WATER. A SKIMMER OR SIMILAR FLOATING DEVICE MUST BE
USED, TO ONLY REMOVE THE WATER AT THE SURFACE.
5. DO NOT DISCHARGE ON A SLOPE GREATER THAN THREE PERCENT NOR WITHIN 20 FEET OF A SURFACE WATER BODY.
6. DEWATERING SHALL NOT OCCUR DURING OR IMMEDIATELY AFTER PRECIPITATION EVENTS, BUT EXCEPTIONS SHALL BE EVALUATED ON CASE BY CASE BASIS. CONTACT THE ENGINEER OF RECORD AND
RECEIVE WRITTEN APPROVAL.
MIRAFI 140 N GEOTEXTILE
FABRIC
CONCRETE BLOCKS
♦ FILTERED
WATER
FINISHED GRADE _ GRATED INLET
GRATEDINLET AGGREGATE
AGGREGATE
NOTES: PLAN SECTION
1. PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF INLET ON THEIR SIDES, WITH ENDS OF ADJACENT BLOCKS ABUTTING.
2. HEIGHT OF BARRIER VARIES. USE STACKS OF 4", 8", OR 12" BLOCKS. MIN. HEIGHT OF BARRIER SHALL BE 12" AND MAX. HEIGHT SHALL BE 24".
3. PLACE HARDWARE CLOTH/WIRE MESH W/ MAX. 1/2" OPENINGS OVER VERTICAL FACE OF CONCRETE BLOCKS.
4. THE AGGREGATE SHALL BE 3/4"-2" ANGULAR CLEAN STONE, WHICH WILL SLOW THE FLOW OF THE WATER AND ALLOW IT TO FILTER THROUGH
AND OVER THE MATERIAL BEFORE ENTERING THE INLET.
MAINTENANCE NOTES:
1. INLET PROTECTION DEVICES MUST BE INSPECTED FOR SEDIMENT ACCUMULATION WITHIN THE CATCH BASIN (IF USING INSERT -TYPE DEVICE) OR
UPGRADIENT OF THE INLET.
2. REMOVAL OF SEDIMENT ACCUMULATED IN OR ADJACENT TO A STORM DRAIN INLET MUST BEGIN IMMEDIATELY UPON DISCOVERY, WITH
COMPLETION OF THE ACTIVITY OCCURRING NO LATER THAN THE END OF THE FOLLOWING BUSINESS DAY,
3. INLET PROTECTION DEVICES SHALL BE INSPECTED FOR UNINTENDED BYPASS OR IMPROPER FLOW -RATES THAT MAY CAUSE DOWNSTREAM
FLOODING.
4. CONTACT THE CEC FOR ALTERNATE INLET PROTECTION IF THE DESIGNED PROTECTION MAY IMPACT DOWNSTREAM BMPS, ADJACENT SLOPES,
ETC., DUE TO PONDING ISSUES. ENSURE THAT NO UNDERMINING OF INLET PROTECTION DEVICES HAS OCCURRED.
5. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION.
NCDENR MAINTENANCE NOTE:
TEMPORARY BLOCK AND GRAVEL DROP INLET PROTECTION - INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (112 INCH OR GREATER) RAINFALL AND MAKE REPAIRS AS NEEDED. REMOVE SEDIMENT AS NECESSARY TO
PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN
ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL, AND EITHER SALVAGE OR DISPOSE OF IT
PROPERLY. BRING THE DISTURBED AREA TO PROPER GRADE, THEN SMOOTH AND COMPACT IT. APPROPRIATELY STABILIZE
ALL BARE AREAS AROUND THE INLET.
PLOCK AND AGGREGATE INLET PIROTECTION
NOT TO SCALE
]BAFFLES DETAIL
NOT TO SCALE
OUTLET PIPE
RIP -RAP
TOP
EMBANKMENT CLEAN
APRON
PROP.
OUT
BOTTOM
SPILLWAY
SKIMMER
STONE
THICK.
WIDTH
STRUCT.
TOP ELEV ELEV
ELEV
ELEV
INVERT
BASIN
Z1
Z2
ELEV.
ETE COE
BE
SE
ELEV.
NO.
(FT)
(FT)
TES (FT)
(FT) (FT)
(FT)
(FT)
(FT)
1-1
3
3
261.00
1 261.00 1 258.62
256.00
1 259.50
1 257.00
SKIMMEIR SEDIMENT BASIN
NOT TO SCALE
SCREEN ACCESSIBLE
THROUGH DOOR
FLOAT
RETRIEVAL ROPE
NOTES:
1. SKIMMER IS TO BE A SURFACE DEWATERING DEVICE
SUCH AS BMP SKIMMER OR APPROVED DEVICE.
2. SKIMMER SHOULD RISE TO LEVEL OF WEIR HEIGHT IN
TEMPORARY BASIN OR TO RISER INLET.
3. ROPE ATTACHED TO SKIMMER TO HELP KEEP CLEAN.
2
W6C2
. . . . . _ /i/////
® �� f O
_ ^ 4„
- O
1 .1
6 _ \\/\\
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY 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
WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"APART IN THE BOTTOM OF THE TRENCH. BACKFILL
AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12"PORTION
OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES
SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS PER MANUFACTURER'S RECOMMENDATIONS.
4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4"-6" OVERLAP. USE A DOUBLE ROW OF
STAPLES STAGGERED 4" APART AND 4" ON CENTER TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY
12" APART IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 4"-6" (DEPENDING ON BLANKET TYPE) AND STAPLED.
TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN
WITH THE SEAM STITCH ON THE BLANKET BEING OVERLAPPED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9m -12m) INTERVALS. USE
A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4" ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART
IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
9. PLACE STAPLE/STAKES PER MANUFACTURER'S RECOMMENDATION FOR THE APPROPRIATE CHANNEL FLOW OR SHORELINE
APPLICATION
A
NOTE:
B C CRITICAL POINTS 1. HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
A. OVERLAPS AND SEAMS IF NECESSARY TO ALLOW STAPLES TO SECURE THE
B. PROJECTED WATER LINE CRITICAL POINTS ALONG THE CHANNEL SURFACE.
A C. CHANNEL BOTTOM/SIDE 2. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" MAY
B BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
C
3. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL
SPECIFICATION FOR PRODUCT SELECTION.
EROSION CONTROL LINING (CHANNEL INSTALLATION)
N.T.S
H:�2015�NCR751000�DRAWINGS\PLAN SDS�NCRi51000S00.DWG PRIMED BY: AALUSON 4.27.16 ®9:49 AM UST SAVED BY: PALLISON
NOTES:
1. CONCRETE WASTE MANAGEMENT PERTAINS TO WASTE FROM CONCRETE
READY -MIX TRUCKS, MASONRY OPERATIONS, AND SIMILAR WASTE.
2. CONCRETE MATERIALS ONSITE, INCLUDING EXCESS CONCRETE, SHALL BE
CONTROLLED AND MANAGED TO AVOID CONTACT WITH SURFACE WATERS,
WETLANDS OR BUFFERS. NO CONCRETE OR CEMENT SLURRY SHALL BE
DISCHARGED FROM THE SITE. ANY HARDENED CONCRETE RESIDUE WILL BE
DISPOSED OF, OR RECYCLED ON SITE, IN ACCORDANCE WITH LOCAL AND STATE
SOLID WASTE REGULATIONS.
3. DISCHARGE OF EXCESS OR WASTE CONCRETE AND/OR WASH WATER FROM
CONCRETE TRUCKS IS ALLOWED AT THE CONSTRUCTION SITE, ONLY
COMMERCIALLY AVAILABLE ABOVE GROUND PORTABLE CONCRETE WASHOUT
CONTAINERS ARE ALLOWED AND SHALL BE PROTECTED FROM VEHICLE TRAFFIC
AND CLEARLY IDENTIFIED BY LEGIBLE SIGNAGE, AND SHALL BE LOCATED
OUTSIDE OF VEGETATED BUFFERS AND AS FAR AS PRACTICABLE FROM
STORMWATER CONVEYANCES AND IMPOUNDMENTS AND WATER BODIES.
PORTABLE CONCRETE WASHOUT CONTAINERS SHALL CONTAIN AND/OR
ACTIVELY MANAGE BOTH, SOLID AND FLUID, COMPONENTS OF THE MIX.
CONCRETE WASHOUT CONTAINERS SHALL BE CLEANED OR EXCHANGED WHEN
THE REMAINING VOLUME IS REDUCED BY 85% TO PREVENT ANY POTENTIAL
OVERFLOW IN A STORM EVENT.
4. ALTERNATIVELY, WASTE CONCRETE CAN BE PLACED INTO FORMS TO MAKE RIP
RAP AND/OR OTHER USEFUL CONCRETE PRODUCTS. PORTABLE CONCRETE
WASHOUT CONTAINERS SHALL BE DISPOSED IN ACCORDANCE WITH APPLICABLE
LOCAL, STATE AND FEDERAL REGULATIONS. THE GC IS RESPONSIBLE FOR
ASSURING THAT THESE PROCEDURES, APPLICABLE LAWS, AND ENVIRONMENTAL
REGULATIONS ARE FOLLOWED. THE LOCATION OF CONCRETE WASHOUT
CONTAINERS SHALL BE SHOWN ON THE SITE MAPS.
CEMENT AND CONCRETE WASHOUT
ASHO ALJ T
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH
WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH AS SHOWN IN
DETAIL 2. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12"
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS PER MANUFACTURES RECOMMENDATION.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH MINIMUM 6" OVERLAP. TO ENSURE PROPER SEAM ALIGNMENT,
PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE SEAM STITCH
ON THE PREVIOUSLY INSTALLED BLANKET.
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE
BLANKET WIDTH.
6. PLACE STAPLES/STAKES PER MANUFACTURER'S RECOMMENDATION FOR THE APPROPRIATE SLOPE BEING APPLIED,
NOTES:
1. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO
PROPERLY SECURE THE BLANKETS.
2. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SPECIFICATION FOR PRODUCT SELECTION.
MAINTENANCE NOTES
1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2
INCH OR GREATER) RAINFALL EVENT REPAIR IMMEDIATELY.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE
RECP.
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE
REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE
ERODED AREA PROTECTED.
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
EROSION CONTROL BLANKET (SLOPE INSTALLATIO
NOT TO SCALE
NCDENR MAINTENANCE NOTE:
SKIMMER SEDIMENT BASIN -
INSPECT SKIMMER SEDIMENT
BASINS AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT (1/2
INCH OR GREATER) RAINFALL
EVENT AND REPAIR IMMEDIATELY.
REMOVE SEDIMENT, AND
RESTORE THE BASIN TO ITS
ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED TO
ONE-HALF THE DESIGN DEPTH.
PLACE THE SEDIMENT THAT IS
REMOVED IN THE DESIGNATED
DISPOSAL AREA. CHECK THE
EMBANKMENT, SPILLWAY, OUTLET
FOR EROSION DAMAGE, AND
INSPECT THE EMBANKMENT FOR
PIPING AND SETTLEMENT. MAKE
ALL NECESSARY REPAIRS
IMMEDIATELY. REMOVAL ALL
TRASH AND OTHER DEBRIS FROM
THE RISER (IF APPLICABLE) AND
POOL AREA.
NOTES:
1. SEED AND PLACE MATTING
FOR EROSION CONTROL ON
INTERIOR AND EXTERIOR
SIDE SLOPES,
2. INSTALL A MINIMUM OF 3 COIR
FIBER BAFFLES IN
ACCORDANCE WITH
PRACTICE STANDARD 6.65.
3. INSTALL SKIMMER AND
COUPLING TO RISER
STRUCTURE.
4. THE ARM PIPE SHALL HAVE A
MINIMUM LENGTH OF 6 FT.
BETWEEN THE SKIMMER AND
COUPLING.
STOCKPILE (SEE DETAIL
ON THIS SHEET)
TEMPORARY
STOCKPILE DETAIL
o
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
o O o 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0000 o-O� �cu>�_ O-O� � °000
°000 �_ - - = 0000
00 I II I I II I o 0
'0,0Oo �°°°
0°
0000 0 0
0°00°00 - - - _ 0000
00011 = I pp00°
o°o°1I - = IP°000
o°°II I I o°
0'0
0 0
o0oOil = - IB0000
00 L --J 00
o°0°II _ _ I�o00000
000
0000, I I II I _ Il0000
0 0 0 0
0 0--------0000
0 o a -'o -a a -a � - s- o� a-
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 o C C000
°o°o°o° o°O°o�D°o°o°o°o°o°o°o°
BLOCKS
WIRE MESH
IRAFI 140 N GEOTEXTILE FABRIC
SEE NOTE 2
1 RUNOFF
WIRE MESH
PLAN VIEW
FENCE AND FABRIC
BURIED IN TRENCH
_STEEL POST
6"X6" TRENCH, I
BACKFILLED AND j 2'
COMPACTED
SECTION VIEW AT OPENING
NOTES:
1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE I ST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3. PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
;ONE 5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL
SUPPORT ROPE
TO WIRE TO
PREVENT SAGGING
NCDENR MAINTENANCE NOTE:
BAFFLES - INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR,
DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES
HALF FULL, TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE
BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT, AND REPLACE IF DAMAGED DURING
CLEANOUT OPERATIONS. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. AFTER
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
CROSS SECTION
SUPPORT POST
24" INTRO BOTTOM
OR SIDE
COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
STAKE TO
SUPPORT WI
NOTES:
1. VERIFY WITH ENGINEER OF RECORD WHICH DISCHARGES FROM DEWATERING ACTIVITIES ARE ALLOWED OR ARE NOT ALLOWED NON-STORMWATER DISCHARGES UNDER THE GENERAL PERMIT AND OTHER
REGULATIONS. CONTRACTOR SHALL OBTAIN ALL DEWATERING PERMITS AND AUTHORIZATIONS REQUIRED BY STATE AND LOCAL REGULATIONS. SEE THE REQUIRED DEWATERING PERMITS AND
AUTHORIZATIONS TABLE BELOW. GC SHALL COMPLETE COLUMNS 3 AND 4.
2. GC SHALL WAIT TO HAVE WRITTEN COPY OF ALL REQUIRED DEWATERING PERMITS AND AUTHORIZATIONS BEFORE PERFORMING DEWATERING ACTIVITIES.
3. DISCHARGES FROM DEWATERING OPERATIONS SHALL BE DIRECTED THROUGH AN APPROPRIATE POLLUTION PREVENTION/TREATMENT SYSTEM OF CONTROL MEASURES, SUCH AS A SEDIMENT/FILTER BAG,
SEDIMENT TRAP OR SEDIMENT BASIN, AND OTHERS, AS NEEDED, PRIOR TO BEING DISCHARGED FROM THE SITE OR INTO A WATER BODY OF THE STATE. UNDER NO CIRCUMSTANCES ARE DISCHARGES
FROM DEWATERING OPERATIONS TO BE DISCHARGED DIRECTLY INTO SANITARY SEWER SYSTEMS, STREAMS, RIVERS, LAKES OR OTHER AREAS BEYOND THE PERMITTED PROJECT AREA. LIKEWISE,
DISCHARGES INTO STORM SEWER SYSTEMS THAT DO NOT DRAIN TO A SUITABLE ON-SITE TREATMENT FACILITY, SUCH AS A BASIN, ARE ALSO PROHIBITED. DISCHARGES FROM DEWATERING OPERATIONS
MUST ALSO BE CONDUCTED IN A MANNER SUFFICIENT TO PREVENT EROSION FROM THE DISCHARGE RUNOFF.
4. IN SEDIMENT TRAP OR BASIN OR POND DEWATERING OPERATIONS, WATER SHALL ONLY BE REMOVED FROM THE SURFACE OF THE CONTAINED WATER. A SKIMMER OR SIMILAR FLOATING DEVICE MUST BE
USED, TO ONLY REMOVE THE WATER AT THE SURFACE.
5. DO NOT DISCHARGE ON A SLOPE GREATER THAN THREE PERCENT NOR WITHIN 20 FEET OF A SURFACE WATER BODY.
6. DEWATERING SHALL NOT OCCUR DURING OR IMMEDIATELY AFTER PRECIPITATION EVENTS, BUT EXCEPTIONS SHALL BE EVALUATED ON CASE BY CASE BASIS. CONTACT THE ENGINEER OF RECORD AND
RECEIVE WRITTEN APPROVAL.
MIRAFI 140 N GEOTEXTILE
FABRIC
CONCRETE BLOCKS
♦ FILTERED
WATER
FINISHED GRADE _ GRATED INLET
GRATEDINLET AGGREGATE
AGGREGATE
NOTES: PLAN SECTION
1. PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF INLET ON THEIR SIDES, WITH ENDS OF ADJACENT BLOCKS ABUTTING.
2. HEIGHT OF BARRIER VARIES. USE STACKS OF 4", 8", OR 12" BLOCKS. MIN. HEIGHT OF BARRIER SHALL BE 12" AND MAX. HEIGHT SHALL BE 24".
3. PLACE HARDWARE CLOTH/WIRE MESH W/ MAX. 1/2" OPENINGS OVER VERTICAL FACE OF CONCRETE BLOCKS.
4. THE AGGREGATE SHALL BE 3/4"-2" ANGULAR CLEAN STONE, WHICH WILL SLOW THE FLOW OF THE WATER AND ALLOW IT TO FILTER THROUGH
AND OVER THE MATERIAL BEFORE ENTERING THE INLET.
MAINTENANCE NOTES:
1. INLET PROTECTION DEVICES MUST BE INSPECTED FOR SEDIMENT ACCUMULATION WITHIN THE CATCH BASIN (IF USING INSERT -TYPE DEVICE) OR
UPGRADIENT OF THE INLET.
2. REMOVAL OF SEDIMENT ACCUMULATED IN OR ADJACENT TO A STORM DRAIN INLET MUST BEGIN IMMEDIATELY UPON DISCOVERY, WITH
COMPLETION OF THE ACTIVITY OCCURRING NO LATER THAN THE END OF THE FOLLOWING BUSINESS DAY,
3. INLET PROTECTION DEVICES SHALL BE INSPECTED FOR UNINTENDED BYPASS OR IMPROPER FLOW -RATES THAT MAY CAUSE DOWNSTREAM
FLOODING.
4. CONTACT THE CEC FOR ALTERNATE INLET PROTECTION IF THE DESIGNED PROTECTION MAY IMPACT DOWNSTREAM BMPS, ADJACENT SLOPES,
ETC., DUE TO PONDING ISSUES. ENSURE THAT NO UNDERMINING OF INLET PROTECTION DEVICES HAS OCCURRED.
5. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION.
NCDENR MAINTENANCE NOTE:
TEMPORARY BLOCK AND GRAVEL DROP INLET PROTECTION - INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (112 INCH OR GREATER) RAINFALL AND MAKE REPAIRS AS NEEDED. REMOVE SEDIMENT AS NECESSARY TO
PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN
ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL, AND EITHER SALVAGE OR DISPOSE OF IT
PROPERLY. BRING THE DISTURBED AREA TO PROPER GRADE, THEN SMOOTH AND COMPACT IT. APPROPRIATELY STABILIZE
ALL BARE AREAS AROUND THE INLET.
PLOCK AND AGGREGATE INLET PIROTECTION
NOT TO SCALE
]BAFFLES DETAIL
NOT TO SCALE
'RIPIRAP O ALJ TLET PDOTECT�ON
NOT TO SCALE
P4 W
C�
b
�P4 za
(� F7 2�3 C-) o
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X 0 LL LL
11� El
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REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: N/A
CAD I.D.: SDO
LOCATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
BOH LER
E N G I N E E R IN G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
EROSION
CONTROL
DETAILS
SHEET NUMBER:
D-200
OUTLET PIPE
RIP -RAP
APRON
INITIAL
TERMINAL
PIPE DIA PIPE
STONE
THICK.
WIDTH
WIDTH
LENGTH
OUTLET
Pd SLOPE
DIAMETER
d
W1
W2
L
NO.
(IN) (FT/FT)
(IN)
(IN)
(FT)
(FT)
(FT)
EW#1
24 0.005
4
9
6.0
1 15.2
8.0
EW#2
18 0.029
4
9
4.5
1 11.4
6.0
'RIPIRAP O ALJ TLET PDOTECT�ON
NOT TO SCALE
P4 W
C�
b
�P4 za
(� F7 2�3 C-) o
�® W-,
X 0 LL LL
11� El
ofZ_1Q2Z)
P 0 z 0� U Q-- U)
rT� Z
LUE
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W� a
�F� 0- .
D' LU o
bib
-if LU
�P40-Ju)=wZ
w�w0Ow
" "zrn oxxm�T
�C5 g-
opo-I-
sl� ® T_ LU QO
v D._jcn01 mrn
z .�P4
> P� Y
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C1 WZ<g Z}
z 15 1 z Lu
CSW Lud Df
¢w000Lu
R. a �
aw0www
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4 ♦����♦
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REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: N/A
CAD I.D.: SDO
LOCATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
BOH LER
E N G I N E E R IN G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
EROSION
CONTROL
DETAILS
SHEET NUMBER:
D-200

PERMANENT OR
TEMPORARY STABILIZATION
COMPACTED
SOIL
-W-
MAX. 3
1
/\/\\
FLOW LINE LINED TO
PREVENT EROSION
NOTES
/-12" MIN. FREEBOARD
DESIGN FLOW DEPTH
OVERLAND FLOW
`-FLOW LINE LINED TO PREVENT
EROSION
(SEE TABLE IN THIS DETAIL)
1. REMOVE ANY EXISTING VEGETATION AND SCARIFY OR BENCH ADJACENT SOILS PRIOR TO PLACING BERM.
2. BERM MATERIALS MUST BE ADEQUATELY COMPACTED AND IMMEDIATELY STABILIZED.
3. DIVERSION DITCHES/BERMS MUST BE IMMEDIATELY STABILIZED TO PREVENT EROSION AND TRANSPORT OF
SEDIMENT.
DIVERSION DITCHES AND BERMS
4:1 Slopes (A)
EQUAL
3:1 Slopes (B)
DIVERSION NAME
AND SEGMENT
LENGTH
(FT.)
LONGITUDINAL
SLOPE
DESIGN FLOW
DEPTH (IN.)
EROSION PROTECTION TYPE (I.E.,
MATTING, BLANKET, ETC.)
DD 1
225
4.20%
13.0"
NAG S75, STAPLE PATTERN D
DD 2
450
1.55%
±3.0"
NAG S75, STAPLE PATTERN D
2"-';"
(5-12
0
0.7 Staples per SQ.YD.
2"-5" 2"-5"
5-12.5cm) (5-12.5cm)
I
3'
(0.9m)
6'
(1.8m)
(0.5m) _
3.3'
(lm)
1.15 Staples per SQ.YD.
2"-51,
(5-12.5cm)
NORTH Disclaimer:
AMERICAN The information presented herein is general design information only. For specific applications,
GREEN® consult an independent professional for further design guidance.
5401 St. Wendel - Cynthiana Rd. PH: 800-772-2040
Poseyville, IN 47633 www.tensarnagreen.com Drawn on: 3-16-11
MAINTENANCE NOTES:
1. INSPECT DIVERSION DIKES ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE
FLOW AREA AND REPAIR THE DIKE.
2. CHECK OUTLETS, AND MAKE TIMELY REPAIRS AS NEEDED TO AVOID GULLY FORMATION. WHEN THE AREA ABOVE THE
TEMPORARY DIVERSION DIKE IS PERMANENTLY STABILIZED, REMOVE THE DIKE, AND FILL AND STABILIZE THE CHANNEL TO
BLEND WITH THE NATURAL SURFACE.
NOT TO SCALE
H:�2015�NCR751000�DRAWINGS\PLAN SEfS�NCRi51aDOS00.DWG PRIMED 8Y: AAW80N 4.27.16 ®9:49 AM LAST SAVED BY: PALLISON
DIVERSION DIKE
NOT TO SCALE
STAPLE
PATTERN GUIDE
4:1 Slopes (A)
EQUAL
3:1 Slopes (B)
0
2"-5"
2"-5"
1:1 & Steeper Slopes (D)
2"-5"
2"-5"
•12.5cm)
(5-12.5cm)
50'
(5-12.5cm)
(5-12.5c!
6" MIN.
2'
2'
2'
10"
4'
(0.6m) 4,
(0.6m)
4' (0.6m)
(25cm)
0 0
0 0
►'t1►'��'►'���
(1.2m)
(1.2m)
_
(1.2m)
V-9000-141
-MIN11►'/►'11'
1.6'
20"(O.Sm)
20"(0.5m)
ASTM D 4491
sec -1
(0.5m)
O
� 00000� �..
( J
f I
3.3'
3.3'
10"(25cm)
0.60
Max. ARV C
(US Sieve #)
(30)
(30)
3.3'
%
O O O
0 0 0(lm)0
Typical
Ultraviolet Stability
1.7 Staples per SQ.YD.
3.4 Staples per SQ.YD.
3.75 Staples per SQ.YD.
500 h of
NORTH Disclaimer:
AMERICAN The information presented herein is general design information only. For specific applications,
GREEN® consult an independent professional for further design guidance.
5401 St. Wendel - Cynthiana Rd. PH: 800-772-2040
Poseyville, IN 47633 www.tensarnagreen.com Drawn on: 3-16-11
MAINTENANCE NOTES:
1. INSPECT DIVERSION DIKES ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE
FLOW AREA AND REPAIR THE DIKE.
2. CHECK OUTLETS, AND MAKE TIMELY REPAIRS AS NEEDED TO AVOID GULLY FORMATION. WHEN THE AREA ABOVE THE
TEMPORARY DIVERSION DIKE IS PERMANENTLY STABILIZED, REMOVE THE DIKE, AND FILL AND STABILIZE THE CHANNEL TO
BLEND WITH THE NATURAL SURFACE.
NOT TO SCALE
H:�2015�NCR751000�DRAWINGS\PLAN SEfS�NCRi51aDOS00.DWG PRIMED 8Y: AAW80N 4.27.16 ®9:49 AM LAST SAVED BY: PALLISON
DIVERSION DIKE
NOT TO SCALE
STAPLE
PATTERN GUIDE
NOTES:
' Use ECMDS® for more accurate
staple pattern selection.
4:1 Slopes (A)
EQUAL
3:1 Slopes (B)
0
2:1 Slopes (C)
0
1:1 & Steeper Slopes (D)
0
Medium/High Flow Channel (D)
0
High Flow Channel And
50'
Shoreline (E)
NOTES:
' Use ECMDS® for more accurate
staple pattern selection.
B
6" MIN.
Drawing Not To Scale
6" D50
A B
2 ACRES OR LESS OF DRAINAGE AREA 2-10 ACRES OF DRAINAGE AREA
(DOWNSTREAM VIEW) (DOWNSTREAM VIEW)
TOP OF BANK TOP OF BANK
6" MIN. 6" MIN.
2"_3" 2"4„
CLEAN STONECLEAN STONE
2or3 2or3
DIRECTION 1 1 H DIRECTION 1 0 1 H
OF FLOW OF FLOW
ELEVATION A ELEVATION B RIP -RAP
NOTE: SEE SITE MAP(S) FOR LOCATION OF CHECK DAM(S).
6" D50
CHECK DAMS
UPSTREAM CHECK DAM SHOULD BE
EQUAL
TO THE ELEVATION OF THE TOP
IIII,'►■■■■■■■■■IIIII
Il
OF THE SUCCEEDING DOWNSTREAM
CHECK DAM
HEIGHT (IN.)
BERM.
AVERAGE
CHANNEL
SLOPE
CHECK DAMS IN SWALE
CHECK DAMS IN CHANNEL1A
A
50'
2.00%
0.55%
6" MIN.
6"
H
1.50%
3.50%
CHECK DAMS IN CHANNELIC
6"
30'
MIRAFI 140 N GEOTEXTILE FABRIC
MIRAFI 140 N GEOTEXTILE FABRIC
B
6" MIN.
Drawing Not To Scale
6" D50
A B
2 ACRES OR LESS OF DRAINAGE AREA 2-10 ACRES OF DRAINAGE AREA
(DOWNSTREAM VIEW) (DOWNSTREAM VIEW)
TOP OF BANK TOP OF BANK
6" MIN. 6" MIN.
2"_3" 2"4„
CLEAN STONECLEAN STONE
2or3 2or3
DIRECTION 1 1 H DIRECTION 1 0 1 H
OF FLOW OF FLOW
ELEVATION A ELEVATION B RIP -RAP
NOTE: SEE SITE MAP(S) FOR LOCATION OF CHECK DAM(S).
6" D50
CHECK DAMS
Test Method Units Silt Fence Silt Fence Value
IIII
-I
IIII,'►■■■■■■■■■IIIII
Il
CHECK DAM NAME
(REFERENCE DIVERSION
NAME)
CHECK DAM
HEIGHT (IN.)
CHECK DAM
SPACING (FT.)
AVERAGE
CHANNEL
SLOPE
MAXIMUM
CHANNEL
SLOPE
CHECK DAMS IN CHANNEL1A
6"
50'
2.00%
0.55%
CHECK DAMS IN CHANNEL1B
6"
67'
1.50%
3.50%
CHECK DAMS IN CHANNELIC
6"
30'
3.25%
7.50%
MAINTENANCE NOTES:
1. INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND
REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED.
2. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM.
CORRECT DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS,
INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL (PRACTICE 6.31, RIPRAP-LINE AND PAVED CHANNELS)
3. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL
TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DA. ADD STONES TO
DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
ROCK CHECK DAM
NOT TO SCALE
MAINTENANCE: CLEAN OUT AT 50% CAPACITY
LIFE OF FENCING: 6-9 MONTHS
TOP OF SIL'
MUST BE Al
ABOVETHE
THE WASHE
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
BURY WIRE FENCE AND HARDWARE CLOTH
MIN. 10 GA.
LINE WIRE:
NOTES:
STEEL POST
WOVEN WIRE FABRIC
CN FILL SLOPE
ih
eGRADE
8" ...
MIN
N
MIN SILT FENCE GEOTEXTILE FABRIC
SIDE VIEW
IIII
Test Method Units Silt Fence Silt Fence Value
IIII
-I
IIII,'►■■■■■■■■■IIIII
Il
ii�����51 04
51001
����►���14
2110
540 ��
�����������rusms11
Nfll
400
550
MARV
(90)
(90)
'-900
X -Machine Direction
400
450
►'t1►'��'►'���
_
V-9000-141
-MIN11►'/►'11'
Permittivity B
ASTM D 4491
sec -1
.I � oo�
II
� 00000� 0000000000 oo� � o�mo�
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1. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.
2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
3. SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS
SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATIONS & DESIGN CRITERIA.
ASTIC OR
RE TIES
VIIN. 12-1/2 GA.
NTERMEDIATE
NIRES
GRADE
1Z
NCDENR MAINTENANCE NOTE:
SEDIMENT FENCE- INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY. SHOULD THE FABRIC OF THE 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 MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED.
TABLE 1 TemDorary Silt Fence Material Property Reauirements
SupportedA UnsupportedA Type of
Test Method Units Silt Fence Silt Fence Value
Grab Strength
ASTM D 4632
N (Ibs)
Machine Direction
400
550
MARV
(90)
(90)
X -Machine Direction
400
450
MARV
(90)
(90)
Permittivity B
ASTM D 4491
sec -1
0.05
0.05
MARV
Apparent Opening Size B
ASTM D 4751
mm
0.60
0.60
Max. ARV C
(US Sieve #)
(30)
(30)
%
70% after
70% after
Typical
Ultraviolet Stability
ASTM D 4355
Retained
500 h of
500 h of
Strength
exposure
exposure
A Silt fence support shall consist of 14 gage steel wire with a mesh spacing of 150 mm (6 in.) or prefabricated polymer mesh of equivalent strength.
B These default values are based on empirical evidence with a variety of sediments. For environmentally sensitive areas, a review of previous experience
and/or site or regionally specific geotextile tests in accordance with Test Method D 5141 should be performed by the agency to confirm suitability of these
requirements.
C As measured in accordance with Test Method D 4632.
ICA.14:50 CA.1 1219 001 A, 1111I III MAI.i:111.1W11IRZ1111I
SILT FENCE DETAIL
4' MIN. - I SILT FENCE
u AND HARDWARE
STEEL FENCE POST CLOTH IN TRENCH
\ SET MAX 2' APART
MIN. 18"INTO SOLID
GROUND
T FILTER FABRIC
ON GROUND
BURY 8" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
SECTION VIEW
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
MLT FENCE, OUTLET
TLET
NOT TO SCALE
P4
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1
REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: N/A
CAD I.D.: SDO
LOCATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
BOH LER
E N G I N E E R IN G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITTLE:
11 �11ROSIO�\�A �
CON JL ROL
DETAILS
SHEET NUMBER:
D-21

GENERAL CONSERVATION NOTES
AND SPECIFICATIONS (SOURCE: NORTH CAROLINA STATE NOTES)
I. GENERAL INFORMATION
A. THIS EROSION AND SEDIMENT CONTROL PLAN SHALL BE AVAILABLE AT THE SITE.
B. NO SEDIMENT OR SEDIMENT LADEN WATER MUST BE ALLOWED TO LEAVE THE SITE WITHOUT FIRST BEING
PROPERLY FILTERED.
C. ANY SEDIMENT THAT IS TRACKED ONTO THE ROAD MUST BE CLEANED OFF BEFORE THE END OF THE DAY.
D. DISTURBED AREAS ON WHICH EARTHMOVING ACTIVITIES HAVE CEASED AND WHICH WILL REMAIN EXPOSED
SHALL BE STABILIZED IMMEDIATELY, EITHER TEMPORARILY OR PERMANENTLY, INCLUDING THE RESTORATION OF
DRIVEWAYS, STOCKPILES, OFF-SITE UNDERGROUND UTILITY LINES AND GRADED PERIMETER AREAS. DURING
NON -GERMINATION PERIODS, MULCH MUST BE APPLIED AT RECOMMENDED RATES. CRUSHED STONE ON PAVEMENT
SUBGRADES IS CONSIDERED ADEQUATE PROTECTION.
E. AREAS THAT FAIL TO GERMINATE MUST BE RE -SEEDED OR MULCHED.
F. WHERE DISTURBED AREAS ARE DIFFICULT TO STABILIZE, NETTING SHOULD BE USED TO HOLD SEED AND MULCH
IN PLACE; THIS IS ESPECIALLY IMPORTANT AROUND WATERCOURSES, IN SWALES AND AREAS OF CONCENTRATED
FLOWS, STEEP SLOPES.
G. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENTATION MUST BE MAINTAINED PROPERLY.
MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT CONTROL AFTER EACH RUNOFF
EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT,
REPAIR REPLACEMENT RE -GRADING RE -SEEDING RE -MULCHING AND RE -NETTING MUST BE PERFORMED
IMMEDIATELY.
H. IF AT ANY TIME PRIOR TO SITE STABILIZATION ANY E&SP PROBLEMS OCCUR WHICH REQUIRE ADDITIONAL
CONTROLS, IMMEDIATE ACTION MUST BE TAKEN TO CORRECT THE PROBLEMS.
I. THE CONTRACTOR MUST DEVELOP AND COORDINATE WITH OWNER AND HAVE APPROVED BY THE NCDENR, A
SEPARATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN FOR EACH SPOIL, BORROW OR OTHER WORK AREA
NOT DETAILED ON THE PERMITTED PLANS, WHETHER LOCATED WITHIN OR OUTSIDE OF THE LIMITS OF
CONSTRUCTION.
J. CONTRACTOR SHALL NOTIFY THE NCDENR OF DISPOSAL METHOD AND LOCATION OF MATERIALS (IF ANY) TO BE
REMOVED FROM SITE.
K. STANDARD FOR DISPOSAL OF MATERIALS
ALL MATERIALS TO BE RECYCLED OR DISPOSED OF MUST DO SO IN ACCORDANCE WITH ALL APPLICABLE STATE AND
LOCAL REGULATIONS. STOCKPILES TO BE HAULED OFF SITE MUST HAVE AN APPROVED EROSION AND SEDIMENT
CONTROL PLAN AT THE DESTINATION LOCATION.
II. STANDARD FOR LAND GRADING
A. DEFINITION: RESHAPING THE GROUND SURFACE BY GRADING TO PLAN GRADES, WHICH ARE DETERMINED BY
TOPOGRAPHIC SURVEY AND LAYOUT.
1. PROVISIONS SHALL BE MADE TO SAFELY CONDUCT SURFACE WATER TO STORM DRAINS OR SUITABLE
WATER COURSES AND TO PREVENT SURFACE RUNOFF FROM DAMAGING CUT FACES AND FULL SLOPES.
2. ADJOINING PROPERTY SHALL BE PROTECTED FROM EXCAVATION AND FILLING OPERATIONS.
B. INSTALLATION REQUIREMENTS
1. TIMBER, LOGS, BRUSH, RUBBISH, ROCKS, STUMPS AND VEGETABLE MATTER WHICH WILL INTERFERE WITH
THE GRADING OPERATION OR AFFECT THE PLANNED STABILITY OR FILL AREAS SHALL BE REMOVED AND DISPOSED
OF IN ACCORDANCE WITH STANDARD FOR DISPOSAL OF MATERIALS.
2. FILL MATERIAL IS TO BE FREE OF BRUSH, RUBBISH, TIMBER, LOGS, VEGETATIVE MATTER AND STUMPS IN
AMOUNTS THAT WILL BE DETRIMENTAL TO CONSTRUCTING STABLE FILLS.
3. ALL FILLS SHALL BE COMPACTED SUFFICIENTLY FOR THEIR INTENDED PURPOSE AND AS REQUIRED TO
REDUCE SLIPPING, EROSION OR EXCESS SATURATION.
4. ALL DISTURBED AREAS SHALL BE LEFT WITH A NEAT AND FINISHED APPEARANCE AND SHALL BE
PROTECTED FROM EROSION.
5. (SEE I. D.)
III. STANDARD FOR UTILITY TRENCH EXCAVATION
A. LIMIT ADVANCE CLEARING AND GRUBBING OPERATIONS TO A DISTANCE EQUAL TO TWO TIMES THE LENGTH OF
PIPE INSTALLATION THAT CAN BE COMPLETED IN ONE DAY.
B. LIMIT DAILY TRENCH EXCAVATION TO THE LENGTH OF PIPE PLACEMENT, PLUG INSTALLATION AND BACKFILLING
THAT CAN BE COMPLETED THE SAME DAY. DAILY BACKFILLING OF THE TRENCH MAY BE DELAYED FOR A MAX. OF SIX
DAYS FOR CERTAIN CASES REQUIRING TESTING OF THE INSTALLED PIPE.
C. WATER WHICH ACCUMULATES IN THE OPEN TRENCH WILL BE COMPLETELY REMOVED BY PUMPING TO A FACILITY
FOR REMOVAL OF SEDIMENT (SEDIMENT FILTER BAG, SEE DETAIL) BEFORE PIPE PLACEMENT AND/OR BACKFILLING
BEGINS.
D. ON THE DAY FOLLOWING PIPE PLACEMENT AND TRENCH BACKFILLING, THE DISTURBED AREA WILL BE GRADED
TO FINAL CONTOURS AND APPROPRIATE TEMPORARY EROSION AND SEDIMENT POLLUTION CONTROL MEASURES /
FACILITIES WILL BE INSTALLED. SEEDING AND MULCHING OF ALL DISTURBED AREAS WILL BE DONE IMMEDIATELY.
E. WORK CREWS AND EQUIPMENT FOR TRENCHING, PLACEMENT OF PIPE, PLUG CONSTRUCTION AND BACKFILLING
WILL BE SELF CONTAINED AND SEPERATE FORM CLEARING AND GRUBBING AND SITE RESTORATION AND
STABILIZATION OPERATIONS.
F. ALL SOIL EXCAVATED FROM THE TRENCH WILL BE PLACED ON THE UPHILL SIDE OF THE TRENCH.
IV. STANDARD FOR TEMPORARY STABILIZATION
A. STANDARD FOR TEMPORARY STABILIZATION WITH MULCH
HAZARDOUS MATERIAL
MANAGEMENT & SPILL REPORTING
ANY HAZARDOUS OR POTENTIALLY HAZARDOUS MATERIAL THAT IS BROUGHT ONTO THE CONSTRUCTION SITE SHALL
BE HANDLED PROPERLY TO REDUCE THE POTENTIAL FOR STORMWATER POLLUTION. ALL MATERIALS USED ON THIS
CONSTRUCTION SITE SHALL BE PROPERLY STORED, HANDLED, DISPENSED AND DISPOSED OF FOLLOWING ALL
APPLICABLE LABEL DIRECTIONS. FLAMMABLE AND COMBUSTIBLE LIQUIDS SHALL BE STORED AND HANDLED
ACCORDING TO APPLICABLE REGULATIONS, AND, AT A MINIMUM, ACCORDING TO 29 CFR 1926.152. ONLY APPROVED
CONTAINERS AND PORTABLE TANKS SHALL BE USED FOR STORAGE AND HANDLING OF FLAMMABLE AND
COMBUSTIBLE LIQUIDS.
MATERIAL SAFETY DATA SHEETS (MSDS) INFORMATION SHALL BE KEPT ON SITE FOR ANY AND ALL APPLICABLE
MATERIALS. HOWEVER, MSDS MAY ALSO BE ACCESSED VIA TELEPHONE OR OTHER ELECTRONIC MEANS OR
APPARATUS.
IN THE EVENT OF AN ACCIDENTAL SPILL, IMMEDIATE ACTION SHALL BE TAKEN BY THE GC TO CONTAIN AND REMOVE
THE SPILLED MATERIAL. THE SPILL SHALL BE REPORTED TO THE APPROPRIATE AGENCIES IN THE REQUIRED TIME
FRAMES. AS REQUIRED UNDER THE PROVISIONS OF THE CLEAN WATER ACT, ANY SPILL OR DISCHARGE ENTERING
WATERS OF THE UNITED STATES SHALL BE PROPERLY REPORTED.
ALL HAZARDOUS MATERIALS, INCLUDING CONTAMINATED SOIL AND LIQUID CONCRETE WASTE, SHALL BE DISPOSED
OF BY THE CONTRACTOR IN THE MANNER SPECIFIED BY FEDERAL, STATE AND LOCAL REGULATIONS AND BY THE
MANUFACTURER OF SUCH PRODUCTS.
THE GC SHALL PREPARE A WRITTEN RECORD OF ANY SPILL AND ASSOCIATED CLEAN-UP ACTIVITIES OF PETROLEUM
PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF 1 GALLON OR REPORTABLE QUANTITIES, WHICHEVER IS LESS,
ON THE DAY OF THE SPILL. THE GC SHALL PROVIDE NOTICE TO OWNER IMMEDIATELY UPON IDENTIFICATION OF ANY
SPILL.
ANY SPILLS OF PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF REPORTABLE QUANTITIES AS
DEFINED BY EPA OR THE STATE OR LOCAL AGENCY REGULATIONS, SHALL BE IMMEDIATELY REPORTED TO THE EPA
NATIONAL RESPONSE CENTER (1-800-424-8802) AND THE CITY OF ROCKINGHAM.
THE STATE REPORTABLE QUANTITY FOR PETROLEUM PRODUCTS IS:
IF THE PETROLEUM DISCHARGED, RELEASED OR SPILLED:
IS 25 GALLONS OR MORE, OR
CAUSES A SHEEN ON NEARBY SURFACE WATER, OR
IS 100 FEET OR LESS FROM SURFACE WATER BODY,
THEN THE PERSON OWNING OR HAVING CONTROL OVER THE OIL MUST IMMEDIATELY TAKE MEASURE TO
COLLECT AND REMOVE THE DISCHARGE, AND REPORT THE DISCHARGE TO NCDENR WITHIN 24 HOURS OF
DISCHARGE, AND BEGIN TO RESTORE AREA AFFECTEDBY DISCHARGE.
IF THE PETROLEUM RELEASED OR SPILLED:
IS LESS THAN 25 GALLONS OR MORE,
DOES NOT CAUSES A SHEEN ON NEARBY SURFACE WATER, AND
IS MORE THAN 100 FEET OR LESS FROM SURFACE WATER BODY,
THEN THE PERSON WHO OWNS OR HAS CONTROL OVER THE OIL MUST IMMEDIATELY TAKE MEASURE TO
COLLECT AND REMOVE THE DISCHARGE. IF IT CANNOT BE CLEANED UP WITHIN 24 HOURS OF THE DISCHARGE
OR CAUSE A SHEEN ON NEARBY SURFACE WATER, THE PERSON MUST IMMEDIATELY NOTIFY NCDENR.
IF THE PETROLEUM RELEASED OR SPILLED IN ANY CIRCUMSTANCES DOES NOT MEET ONE OF THE ABOVE
REQUIREMENTS, OR IS NOT PERMITTED BY GS 143-215.1, OR IT IS NOT PURSUANT TO A RULE ADOPTED BY THE
ENVIRONMENTAL MANAGEMENT COMMISSION OR, A REGULATION OF USEPA, IT MUST BE REPORTED TO NCDENR
IMMEDIATELY.
THE REPORTABLE QUANTITY FOR HAZARDOUS MATERIALS CAN BE FOUND ON 40 CFR 302 AND
W WW.NCGA.STATE. NC.US/STATUTES/STATUTES_I N_HTML/CH P1430.HTML
TO MINIMIZE THE POTENTIAL FOR A SPILL OF PETROLEUM PRODUCT OR HAZARDOUS MATERIALS TO COME IN
CONTACT WITH STORMWATER, THE FOLLOWING STEPS SHALL BE IMPLEMENTED:
1)ALL MATERIALS WITH HAZARDOUS PROPERTIES, SUCH AS PESTICIDES, PETROLEUM PRODUCTS, FERTILIZERS,
SOAPS, DETERGENTS, CONSTRUCTION CHEMICALS, ACIDS, BASES, PAINTS, PAINT SOLVENTS, ADDITIVES FOR
SOIL STABILIZATION, CONCRETE, CURING COMPOUNDS AND ADDITIVES, ETC., SHALL BE STORED IN A SECURE
LOCATION, UNDER COVER AND IN APPROPRIATE, TIGHTLY SEALED CONTAINERS WHEN NOT IN USE.
2) THE MINIMUM PRACTICAL QUANTITY OF ALL SUCH MATERIALS SHALL BE KEPT ON THE JOB SITE AND SCHEDULED
FOR DELIVERY AS CLOSE TO TIME OF USE AS PRACTICAL.
3)A SPILL CONTROL AND CONTAINMENT KIT (CONTAINING FOR EXAMPLE, ABSORBENT MATERIAL SUCH AS KITTY
LITTER OR SAWDUST, ACID, BASE, NEUTRALIZING AGENT, BROOMS, DUST PANS, MOPS, RAGS, GLOVES,
GOGGLES, PLASTIC AND METAL TRASH CONTAINERS, ETC.) SHALL BE PROVIDED AT THE CONSTRUCTION SITE
AND ITS LOCATION(S) SHALL BE IDENTIFIED WITH LEGIBLE SIGNAGE AND SHOWN ON SITE MAPS.
a. THE SPILL CONTROL AND CONTAINMENT KIT SUPPLIES SHALL BE OF SUFFICIENT QUANTITIES AND
APPROPRIATE CONTENT TO CONTAIN A SPILL FROM THE LARGEST ANTICIPATED PIECE OF EQUIPMENT AND
FROM THE LARGEST ANTICIPATED QUANTITIES OF PRODUCTS STORED ON THE SITE AT ANY GIVEN TIME.
b. CONTENTS SHALL BE INSPECTED DAILY DURING THE DAILY STORMWATER INSPECTION.
4)ALL PRODUCTS SHALL BE STORED IN AND USED FROM THE ORIGINAL CONTAINER WITH THE ORIGINAL PRODUCT
LABEL. CONTAINERS MUST BE STORED IN A MANNER TO PROTECT THEM FROM THE ELEMENTS AND INCIDENTAL
DAMAGE.
5) ALL PRODUCTS SHALL BE USED IN STRICT COMPLIANCE WITH INSTRUCTIONS ON THE PRODUCT LABEL.
6) THE DISPOSAL OF EXCESS OR USED PRODUCTS SHALL BE IN STRICT COMPLIANCE WITH INSTRUCTIONS ON THE
PRODUCT LABEL AND REGULATIONS.
H:\2015\NCR151000\DRAWINGS\PLAN SETS\NCR151000SD0.DWG PRIMED BY: AALLISON 4.27.16 ® 9:49 AM VST SAVED BY: AALLISON
1. MULCHING IS MOST APPLICABLE TO THOSE AREAS SUBJECT TO PERIODIC DISTURBANCE AND REWORKING.
IN ADDITION, STABILIZATION WITH MULCH SHALL BE USED DURING NON -GERMINATION PERIODS.
2. PERFORM ALL CULTURAL OPERATIONS AT RIGHT ANGLES TO THE SLOPE.
3. GRADE AS NEED AND FEASIBLE. SEE STANDARD FOR LAND GRADING.
4. PROTECTIVE MATERIALS TO BE USED:
A. UNROTTED SMALL -GRAIN STRAW OR HAY AT 3.0 TONS PER ACRE SPREAD UNIFORMLY AT 135 POUNDS
PER 1000 SQUARE FEET AND ANCHORED WITH LIQUID MULCH BINDER OR; WOOD -FIBER OR PAPER -FIBER MULCH AT
A RATE OF 1500 POUNDS PER ACRE MAY BE APPLIED BY A
B. HYDROSEEDER OR HYDROMULCHER. USE IS LIMITED TO FLATTER SLOPES AND DURING OPTIMUM
SEEDING PERIODS IN SPRING AND FALL. LIQUID MULCH BINDERS: APPLY IMMEDIATELY AFTER PLACEMENT OF HAY
OR STRAW MULCH TO MINIMIZE LOSS BY WIND OR WATER. IF EMULSIFIED ASPHALT - (SS -1, CSS -1, CMS -2, MS -2,
RS -1, RS -2, CRS -1 AND CRS -2), APPLY 0.04 GAL./SQ. YD. OR 194 GAL./ACRE ON FLAT SLOPES LESS THAN 8' HIGH. ON
SLOPES 8' OR MORE HIGH USE 0.075 GAL./SQ. YD. OR 363 GAL./ACRE.
B. STANDARD FOR TEMPORARY STABILIZATION WITH SEED
1. DISTURBED AREAS WHICH ARE NOT AT FINISHED GRADE AND WHICH WILL BE REDISTURBED WITHIN ONE
YEAR MUST BE SEEDED AND MULCHED IMMEDIATELY WITH A TEMPORARY COVER.
2. SEEDBED PREPARATION
A. PERFORM ALL CULTURAL OPERATIONS AT RIGHT ANGLES TO SLOPE.
B. APPLY GROUND LIMESTONE AT A RATE OF 1 TON/AC.
C. APPLY 10-10-10 FERTILIZER A RATE OF 150 LB/AC.
D. WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF FOUR (4)
INCHES.
C. SEEDING
LATE WINTER/EARLY SPRING (PIEDMONT JANA - MAY 1; COASTAL PLAIN DEC. 1 - APRIL 15)
1. SEED MIXTURE TEMPORARY: RYE(GRAIN) SHALL BE APPLIED AT A RATE OF 120 LB/ACRE
ANNUAL LESPEDEZA (KOBE) SHALL BE APPLIED AT A RATE OF 50 LB/ACRE
2. APPLY SEED UNIFORMLY. NORMAL SEEDING DEPTH IS FROM 1/4" TO 1/2". HYDROSEEDINGS (INCLUDING
FERTILIZER AND SEED IN A SLURRY FORM), MAY BE LEFT ON THE SOIL SURFACE. SOIL CONSERVATION DISTRICT CAN
REQUIRE SPECIFIC TECHNIQUES FOR HYDROSEEDING AND/OR HYDROMULCHING IN AREAS WITH DROUGHTY
CONDITIONS. FOR MULCHING REQUIREMENTS, SEE STANDARD FOR STABILIZATION WITH MULCH.
3. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 750 LB/ACRE 10-10-10 FERTILIZER.
SUMMER (PIEDMONT MAY 1 - AUG. 15; COASTAL PLAIN APRIL 15 - AUG. 15)
1. SEED MIXTURE TEMPORARY: GERMAN MILLET SHALL BE APPLIED AT A RATE OF 40 LB/ACRE
2. APPLY SEED UNIFORMLY. NORMAL SEEDING DEPTH IS FROM 1/4" TO 1/2". HYDROSEEDINGS (INCLUDING
FERTILIZER AND SEED IN A SLURRY FORM), MAY BE LEFT ON THE SOIL SURFACE. SOIL CONSERVATION DISTRICT CAN
REQUIRE SPECIFIC TECHNIQUES FOR HYDROSEEDING AND/OR HYDROMULCHING IN AREAS WITH DROUGHTY
CONDITIONS. FOR MULCHING REQUIREMENTS, SEE STANDARD FOR STABILIZATION WITH MULCH.
3. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND
750 LB/ACRE 10-10-10 FERTILIZER
FALL (PIEDMONT MAY 1 - AUG. 15; COASTAL PLAIN APRIL 15 - AUG. 15)
1. SEED MIXTURE TEMPORARY: RYE (GRAIN) SHALL BE APPLIED AT A RATE OF 120 LB/ACRE
2. APPLY SEED UNIFORMLY. NORMAL SEEDING DEPTH IS FROM 1/4" TO 1/2". HYDROSEEDINGS (INCLUDING
FERTILIZER AND SEED IN A SLURRY FORM), MAY BE LEFT ON THE SOIL SURFACE. SOIL CONSERVATION DISTRICT CAN
REQUIRE SPECIFIC TECHNIQUES FOR HYDROSEEDING AND/OR HYDROMULCHING IN AREAS WITH DROUGHTY
CONDITIONS. FOR MULCHING REQUIREMENTS, SEE STANDARD FOR STABILIZATION WITH MULCH.
3. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND
1,000 LB/ACRE 10-10-10 FERTILIZER
V. STANDARD FOR PERMANENT STABILIZATION
A. SPECIFICATION FOR SEEDING & SOIL TREATMENT FOR PERMANENT VEGETATIVE COVER
1. SITE PREPARATION
A. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED
PREPARATION, SEEDING, MULCH APPLICATION AND ANCHORING, AND MAINTENANCE.
B. SUBSOIL SHOULD BE TESTED FOR LIME REQUIREMENT AND LIMESTONE, IF NEEDED, SHOULD BE
APPLIED TO BRING SOIL PH TO 6.5 AND INCORPORATED INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4
INCHES.
C. IMMEDIATELY PRIOR TO TOPSOIL DISTRIBUTION, THE SURFACE SHOULD BE SCARIFIED TO PROVIDE A
GOOD BOND WITH THE TOPSOIL.
2. APPLYING TOPSOIL
A. TOPSOIL SHOULD BE HANDLED ONLY WHEN IT IS DRY ENOUGH TO WORK WITHOUT DAMAGING SOIL
STRUCTURE.
B. ALL DISTURBED TOPSOIL ON-SITE IS TO BE REDISTRIBUTED ON-SITE IN AREAS NOT COVERED BY
IMPERVIOUS SURFACES. NO REMOVAL OF TOPSOIL IS ALLOWED UNLESS APPROVED BY THE TOWNSHIP. A UNIFORM
APPLICATION TO A DEPTH OF 5 INCHES (UNSETTLED) IS RECOMMENDED. SOILS WITH A PH OF 4.0 OR LESS OR
CONTAINING IRON SULFIDE SHALL BE COVERED WITH A MINIMUM DEPTH OF 12 INCHES OF SOIL HAVING A PH OF 5.0
OR MORE.
NCDENR EROSION AND SEDIMENT CONTROL NOTES
1. ON-SITE BURIAL PITS ARE NOT ALLOWED AT ANY LOCATION WITHIN THE CITY OF ROCKINGHAM.
2. ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN ON THIS PLAN IS SUBJECT TO A FINE.
3. GRADING 1 ACRE OR MORE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION AND SUBJECT TO
A FINE.
4. GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1,
AND GROUND STABILIZATION MUST OCCUR WITHIN 14 DAYS ON OTHER AREAS.
5. BASIN OUTLET STRUCTURES WITH DRAINAGE AREAS EQUAL OR GREATER THAN ONE ACRES MUST WITHDRAW
WATER FROM THE SURFACE.
6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY THE NCDENR EROSION
CONTROL INSPECTOR.
7. ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS BENCHMARK WHICH MUST BE VERIFIED BY THE
GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.
8. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, AND ANY APPLICABLE
LOCAL LAWS AND CODES.
9. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT
2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE
MOWING IS DESIRABLE AND AS INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE
MATERIAL IS HAULED FROM THE PROPERTY THEN THE CONTRACTOR SHALL DISCLOSE THE LOCATION OF ANY
ON-SITE AND/OR OFF-SITE BARROW LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL
INSPECTOR.
10. ANY REPORT SUBMITTED TO NCDENR MUST ALSO BE SENT TO THE CITY OF ROCKINGHAM ENGINEERING
DEPARTMENT ATTENTION DIRECTOR INCLUDING ANY SELF INSPECTION REPORTS.
11. LIMITS OF CLEARING SHOWN ARE BASED ON CUT AND FILL SLOPES OR OTHER GRADING REQUIREMENTS.
12. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES AS INDICATED PRIOR TO GRADING
OPERATIONS. NO DEVICE MAY BE REMOVED WITHOUT APPROVAL OF EROSION CONTROL COORDINATOR.
13. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING CONTOURS.
14. ALL DISTANCES ARE HORIZONTAL GROUND.
15. TOTAL DENUDED AREA = 4.67 AC
16. ANCHOR SILT FENCE WITH COMPACTED BACKFILL ON TREE PROTECTION ZONES. DO NOT BURY.
17. ALL EROSION CONTROL DEVICES SHOULD BE CHECKED PERIODICALLY AND AFTER EVERY MAJOR STORM
EVENT. IF ANY FAILURES ARE FOUND, THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE.
18. ANY ASSOCIATED DEMOLITION PERMITS AND METHODS OF DEMOLITION ARE TO BE OBTAINED AND ARRANGED
BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
19. SEDIMENT TRAPS AND BASINS NEED TO BE STABILIZED IMMEDIATELY AFTER INSTALLATION.
20. STONE OUTLETS SHOULD BE INSTALLED AT LOW POINTS OF THE SILT FENCING, BASED ON FIELD CONDITIONS.
21. EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT A
PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. SELF -INSPECTION REPORTS ARE REQUIRED. A SAMPLE
SELF -INSPECTION REPORT, AS WELL AS DETAILS OF THE SELF -INSPECTION PROGRAM, CAN BE FOUND ON THE
LAND QUALITY WEBSITE. IF YOU HAVE QUESTIONS OF THE SELF -INSPECTION PROGRAM, PLEASE CONTACT
[phone].
3. SEEDBED PREPARATION
A. PERFORM ALL CULTURAL OPERATIONS AT RIGHT ANGLES TO SLOPE.
B. APPLY 10-20-10 OR EQUIVALENT RATED FERTILIZER AT A RATE OF 500 POUNDS PER ACRE OR 11
POUNDS PER 1000 SQUARE FEET.
C. APPLY 300 POUNDS 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN.
D. APPLY PULVERIZED DOLOMITIC LIMESTONE AT A RATE OF 1/3 TONS PER ACRES OR 15 POUNDS PER
1000 SQUARE FEET.
E. WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES
CONTINUE TILLAGE UNTIL A REASONABLY UNIFORM FINE SEEDBED IS PREPARED.
F. REMOVE FROM THE SURFACE ALL STONES TWO INCHES OR LARGER IN ANY DIMENSION, REMOVE ALL
OTHER DEBRIS, SUCH AS WIRE, CABLE, TREE ROOTS, PIECES OF CONCRETE, CLODS, LUMPS OR OTHER UNSUITABLE
MATERIAL.
G. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA
MUST BE RE -TILLED AND FIRMED AS ABOVE.
4. SEEDING
A. SEED MIXTURE PERMANENT: SAHARA BERMUDA GRASS AT A RATE OF 275 LB/ACRE IN ADDITION TO
TEMPORARY SEEDING (SEE ABOVE)
1. SEEDING DATES 3/1 TO 5/15 8/15 TO 10/1
2. SEED MIX SHALL HAVE A PURE LIVE SEED (PLS) RATING OF 60% OR GREATER
B. APPLY SEED UNIFORMLY. NORMAL SEEDING DEPTH IS FROM 1/4" TO 1/2". HYDROSEEDINGS
(INCLUDING FERTILIZER AND SEED IN A SCURRY FORM), WHICH ARE MULCHED, MAY BE LEFT ON THE SOIL SURFACE.
SOIL CONSERVATION DISTRICT CAN REQUIRE SPECIFIC TECHNIQUES FOR HYDROSEEDING AND/OR
HYDROMULCHING IN AREAS WITH DROUGHTY CONDITIONS. FOR MULCHING REQUIREMENTS SEE STANDARD FOR
STABILIZATION WITH MULCH: PROTECTIVE MATERIALS TO BE USED.
C. UNROTTED SMALL -GRAIN STRAW OR HAY AT 3.0 TONS PER ACRE SPREAD UNIFORMLY AT 135 POUNDS
PER 1000 SQUARE FEET AND ANCHORED WITH LIQUID MULCH BINDER OR; WOOD -FIBER OR PAPER -FIBER MULCH AT
A RATE OF 1500 POUNDS PER ACRE MAY BE APPLIED BY A
5. IRRIGATION - (WHERE FEASIBLE)
IF SOIL MOISTURE IS DEFICIENT AND MULCH IS NOT USED, SUPPLY NEW SEEDINGS WITH ADEQUATE WATER, A
MINIMUM OF 1/4" TWICE A DAY UNTIL VEGETATION IS WELL ESTABLISHED, ESPECIALLY WHEN SEEDING IS
PERFORMED IN ABNORMALLY DRY OR HOT WEATHER OR ON DROUGHTY SITES.
B. STANDARD FOR PERMANENT STABILIZATION WITH SOD
1. METHODS AND MATERIALS
A. CULTIVATED SOD IS PREFERRED OVER NATIVE OR PASTURE SOD. SPECIFY "CERTIFIED SOD," OR
OTHER HIGH QUALITY CULTIVATED SOD.
B. SOD SHOULD BE FREE OF WEEDS AND UNDESIRABLE COARSE WEEDY GRASSES.
C. SOD SHOULD BE OF UNIFORM THICKNESS, APPROXIMATELY 5/8 INCH, PLUS OR MINUS 1/4 INCH, AT
TIME OF CUTTING. (EXCLUDES TOP GROWTH).
D. SOD SHOULD BE VIGOROUS AND DENSE AND BE ABLE TO RETAIN ITS OWN SHAPE AND WEIGHT WHEN
SUSPENDED VERTICALLY WITH A FIRM GRASP FROM THE UPPER 10% OF THE STRIP. BROKEN PADS OR TORN AND
UNEVEN ENDS WILL NOT BE ACCEPTABLE.
E. FOR DROUGHTY SITES A SOD OF KENTUCKY 31 TALL FESCUE AND BLUEGRASS IS PREFERRED OVER A
STRAIGHT BLUEGRASS SOD.
F. ONLY MOIST, FRESH UNHEATED SOD SHOULD BE USED. SOD SHOULD BE HARVESTED, DELIVERED
AND INSTALLED WITHIN A PERIOD OF 36 HOURS.
2. SITE PREPARATION
SEE SPECIFICATION FOR SEEDING & SOIL TREATMENT FOR PERMANENT VEGETATIVE COVER.
3. APPLYING TOPSOIL
SEE SPECIFICATION FOR SEEDING & SOIL TREATMENT FOR PERMANENT VEGETATIVE COVER.
4. SEEDBED PREPARATION
SEE SPECIFICATION FOR SEEDING & SOIL TREATMENT FOR PERMANENT VEGETATIVE COVER.
5. SOD PLACEMENT
A. SOD STRIPS SHOULD BE LAID ON THE CONTOUR, NEVER UP AND DOWN THE SLOPE, STARTING AT THE
BOTTOM OF THE SLOPE AND WORKING UP. ON STEEP SLOPES, THE USE OF LADDERS WILL FACILITATE THE WORK
AND PREVENT DAMAGE TO THE SOD. DURING PERIODS OF HIGH TEMPERATURE, LIGHTLY IRRIGATE THE SOIL
IMMEDIATELY PRIOR TO LAYING THE SOD.
B. PLACE SOD STRIPS WITH SNUG EVEN JOINTS THAT ARE STAGGERED. OPEN SPACES INVITE EROSION.
C. ROLL OR TAMP SOD IMMEDIATELY FOLLOWING PLACEMENT TO INSURE SOLID CONTACT OF ROOT MAT
AND SOIL SURFACE. DO NOT OVERLAP SOD. ALL JOINTS SHOULD BE BUTTED TIGHTLY IN ORDER TO PREVENT
VOIDS, WHICH WOULD CAUSE DRYING OF THE ROOTS.
D. ON SLOPES GREATER THAN 3 TO 1, SECURE SOD TO SURFACE SOIL WITH WOOD PEGS, WIRE
STAPLES, OR SPLIT SHINGLES (8 TO 10 INCHES LONG BY 3/4 INCH WIDE).
E. SURFACE WATER CANNOT ALWAYS BE DIVERTED FROM FLOWING OVER THE FACE OF THE SLOPE, BUT
A CAPPING STRIP OF HEAVY JUTE OR PLASTIC NETTING, PROPERLY SECURED, ALONG THE CROWN OF THE SLOPE
AND EDGES WILL PROVIDE EXTRA PROTECTION AGAINST LIFTING AND UNDERCUTTING OF SOD. THE SAME
TECHNIQUE CAN BE USED TO ANCHOR SOD IN WATER -CARRYING CHANNELS AND OTHER CRITICAL AREAS. WIRE
STAPLES MUST BE USED TO ANCHOR NETTING IN CHANNEL WORK.
F. IMMEDIATELY FOLLOWING INSTALLATION, SOD SHOULD BE WATERED UNTIL MOISTURE PENETRATES
THE SOIL LAYER BENEATH SOD TO A DEPTH OF 4 INCHES. MAINTAIN OPTIMUM MOISTURE FOR AT LEAST TWO
WEEKS.
6. TOP DRESSING
IF SLOW RELEASE NITROGEN (300 POUNDS 38-0-0 PER ACRE OR EQUIVALENT) IS USED IN ADDITION SUGGESTED
FERTILIZER, THEN A FOLLOW-UP OF TOP DRESSING IS NOT MANDATORY.
A. SPRING INSTALLATION OF SOD WILL REQUIRE AN APPLICATION OF FERTILIZER SUCH AS 10-20-10
EQUIVALENT AT 400 POUNDS PER ACRE OR 10 POUNDS PER 1,000 SQUARE FEET BETWEEN SEPTEMBER 1 AND
OCTOBER 15.
B. FALL INSTALLATION OF SOD WILL REQUIRE THE ABOVE BETWEEN MARCH 15 AND MAY 1.
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REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: N/A
CAD I. D.: SDO
PROJECT:
ROCKINGHAM
GROCERY
FOR
GRDI9 LLC
LOCATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
--1 BOH LER
E N G I N E E R IN G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
EROSION
SHEET NUMBER:
D-2,2

H:\20I5\NCRI5I0D0\DRAWINGS\PLAN SETS\NCR1510D0LP0.DWG PRIMED BY: AAWSON 4.27.16 0 9:50 AM LAST SAVED BY: AAWSON
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1. TREE WRAP
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MULCH/ TOPSOIL BACKFILL
1. TREE WRAP
2. 4" MINIMUM OF HARDWOOD BARK
MULCH/ TOPSOIL BACKFILL MULCH COMPACTED OR AS
SPECIFIED.
ROOTBALL AND TRUNK
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ROOTBALL AND TRUNK
3. 3" HIGH SOIL BERM TO HOLD WATER.
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2. 4" MINIMUM OF HARDWOOD BARK
MULCH COMPACTED OR AS
TREE STABILIZATION AND 4. STAKE SIZE SHALL BE ONE SIZE
1. FINISH GRADE
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FERTILIZATION SYSTEM HIGHER THAN REQUIRED FOR SIZE OF
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TREE STABILIZATION AND SPECIFIED.
FERTILIZATION SYSTEM
3. STAKE SIZE SHALL BE ONE SIZE
TREE. REFER TO RK
SPECIFICATIONS FOROR APPROVED
2. BACKFILL WITH PREPARED
PLANTING SOIL MIX AS
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SPECIFIED.
F-4
HIGHER THAN REQUIRED FOR SIZE OF
( TREE. REFER TO SITEWORK
SPECIFICATIONS FOR APPROVED
MATERIALS AND INSTALLATION
/ REQUIREMENTS.
TWICEROOTBALL
DIAMETER 1 3. 12"f CLEAN SAND, COMPACTED.
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\ / MATERIALS AND INSTALLATION
/ 5. FINISHED GRADE (SEE GRADING
ADJUST LAYER THICKNESS SO
TOP OF ROOTBALL EAST
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REQUIREMENTS.
PLAN
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of
1" ABOVE FINISHED GRADE.
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4. 3" HIGH SOIL BERM TO HOLD WATER.
PLAN 6. TOP OF ROOTBALL MIN. 1" ABOVE
4. FILTER CLOTH
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5. FINISHED GRADE SEE GRADING PLAN
( )
FINISHED GRADE
5. SLOPE BOTTOM TO DRAIN
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PLAN
6. TOP OF ROOTBALL MIN. 1" ABOVE
7. B & B OR CONTAINERIZED (SEE
SPECIFICATIONS FOR ROOT BALL
= 2 6. 18"f AUGERED HOLE
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FINISHED GRADE
REQUIREMENTS).
PENETRATE THROUGH
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7. B &BOR CONTAINERIZED (SEE
8. PREPARED PLANTING SOIL AS
to 3 OCCLUDING LAYER TO
M
-_ WATER TABLE OR TO A
W
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SPECIFICATIONS FOR ROOT BALL
SPECIFIED.
_ _-
-_- / / / 4 DEPTH OF 7' TO ASSURE
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REQUIREMENTS).
9. ROOTBALLS GREATER THAN 24"
PROPER PERCOLATION.
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8. PREPARED PLANTING SOIL AS
DIAMETER SHALL BE PLACED ON
- I I-
*. I 7. BACKFILL WITH 1 2' - 3 4'
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O W z z o o w 0.
SPECIFIED.
9. ROOTBALLS GREATER THAN 24"
MOUND OF UNDISTURBED SOIL TO
PREVENT SETTLING ROOTBALLS
-= 5
} -A GRAVEL.
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DIAMETER SHALL BE PLACED ON
��11 SMALLER THAN 24" IN DIA. MAY
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+' 8, WATER TABLE
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MOUND OF UNDISTURBED SOIL TO
SIT ON COMPACTED EARTH.
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PREVENT SETTLING ROOTBALLS
® 1
10. UNDISTURBED SUBSOIL
7 PLANTING SITUATION,
Iz
SMALLER THAN 24" IN DIA. MAY
® SIT ON COMPACTED EARTH.
CONTRACTOR TO BACKFILL
-III-I I I-1 I I- ENTIRE LENGTH OF PLANTING
En pLL
cn
2
1
8 AREA TO WITHIN 6" OF BACK
10. UNDISTURBED SUBSOIL
OF CURB OR EDGE OF
3
PAVEMENT.
REVISIONS
SECTION
[REV
DATE
COMMENT
BY
2
4 NOTES:
5 A. FINAL TREE STAKING DETAILS
3 NOTES:
AND PLACEMENT TO BE
POOR DRAINAGE CONDITION
APPROVED BY OWNER.
N.T.S.
A. FINAL TREE STAKING DETAILS
B. REMOVE BURLAP, WIRE AND
4 AND PLACEMENT TO BE
STRAPS (ANYTHING THAT
APPROVED BY OWNER.
d COULD GIRDLE TREE OR
5
- = RESTRICT ROOT GROWTH) ON
B. REMOVE BURLAP, WIRE AND
= UPPER 1/3 OF ROOTBALL.
STRAPS (ANYTHING THAT
-_
COULD GIRDLE TREE OR
- 6 C. SEE LANDSCAPE NOTES FOR
05/30/08 PR DRNG
_ 6 RESTRICT ROOT GROWTH) ON
'
_
_ I THE TYPE OF MULCH MATERIAL
UPPER 1 /3 OF ROOTBALL.
- - -I- 7 TO USE.
- 7 C. SEE LANDSCAPE NOTES FOR
I I= - 8 D. PRUNE TREE AS DIRECTED BY
- i THE TYPE OF MULCH MATERIAL
12" - LANDSCAPE ARCHITECT.
- TO USE.
I 1=1
TYP.
_ 8
9 E. BRANCHING HEIGHT TO A.A.N.
- D. PRUNE TREE AS DIRECTED BY
STANDARDS.
III-III-I I 9 LANDSCAPE ARCHITECT.
SECTION 10
BEST FACE OF SHRUB/
1. TOP OF SHRUB ROOTBALLS TO BE
E. BRANCHING HEIGHT TO A.A.N.
GROUNDCOVER TO FACE
FRONT C PLANTING BED. + + PLANTED 1" - 2" HIGH WITH SOIL
10 STANDARDS.
MOUNDING UP TO THE TOP OF
ROOTBALL.
REFER
,
1I2DIAMETER OFROOT BALL
OCHEDULE FNFOR + ++++T
2. WHEN USED IN MASSES- PRUNE ALL
1
TYP.
SMALL_ TREE PLANTING
SHRUBS TO CHIEVE A UNIFORM
/
MASS/HEIGHT
PLAN
SECTION
(14' OR LESS)
KNOW WHAT'S BELOW
3. 4" MINIMUM OF HARDWOOD BARK
LARGE TREE PLANTING
N.T.S.
MULCH COMPACTED OR AS SPECIFIED.
ALWAYS CALL 811
(14' OR GREATER)
1 2 3 4 5 4. EXCAVATE ENTIRE BED SPECIFIED FOR
BEFORE YOU DIG
N.T.S.
GROUNDCOVER BED.
It's fast. It's free. It's the law.
5. 4" MINIMUM OF TOPSOIL TO BRING TO
FINISHED GRADE (SEE GRADING PLAN).
NOT APPROVED FOR
06/07/10 1 JLG TR PLNTG
06/07/10 1 1 SM TR PLNTG
6. PREPARED PLANTING SOIL AS
CONSTRUCTION
SPECIFIED. NOTE: WHEN GROUND-
COVERS AND SHRUBS USED IN
PROJECT No.: NCR151000
1. BASE OF TREE SHALL BE PLANTED
MASSES ENTIRE BED TO BE AMENDED
DRAWN BY: KRW
SLIGHTLY ABOVE (1" MIN.)=4;1:
WITH PLANTING SOIL MIX AS SPECIFIED.
I
CHECKED BY: BTO
ADJACENT FINISH GRADE. REMOVE
_ :. �..;;_,, , .,: .}
DATE: 10/19/15
ALL TWINE & STRAPS & CUT
MULCH/ TOPSOIL BACKFILL BURLAP FROM TOP 1/3 OF
ROOTBALL. NO SYNTHETIC BURLAP
1. 4" MINIMUM OF HARDWOOD BARK
MULCH/ TOPSOIL BACKFILL MULCH COMPACTED OR AS
SPECIFIED.
_ ,
_ : I 7. SCARIFY ROOTBALL SIDES AND
- :::x _- I I-
- BOTTOM.
-OF
SCALE: AS SHOWN
CAD I. SSO
ROOTBALL AND TRUNK WILL BE ACCEPTED.
ROOTBALL AND TRUNK 2. STAKE SIZE SHALL BE ONE SIZE
I-1 I I
I I I
PROJECT:
HIGHER THAN REQUIRED FOR SIZE OF
7 6
2. 4" SHREDDED HARDWOOD BARK
TREE STABILIZATION AND TREE. REFER TO SITEWORK®�Jay
IR ��\
j[����j�bv'�i
_- TREE STABILIZATION AND MULCH OR APPROVED EQUAL
FERTILIZATION SYSTEM SPECIFICATIONS FOR APPROVED
12"
�L
FERTILIZATION SYSTEM
3. DIAMETER OF TREE PIT TO BE TWICE
MATERIALS AND INSTALLATION
REQUIREMENTS.
TYP.
��®����
THE DIAMETER OF
( 0
ROOTBALL-ROUGHEN SIDES OF TREE
\ / PIT.
3. 4" MINIMUM OF TOPSOIL TO BRING TO
\ / FINISHED GRADE (SEE GRADING PLAN).
SECTION
FOR
4. 3" HIGH SOIL BERM TO HOLD
WATER.
/ 4. TOP OF ROOTBALL MIN. 1" ABOVE
FINISHED GRADE
�1JDLXDTL
SHRUB/GROUNDCOVER PLANTING
9
5. TOPSOIL MIX BACKFILL
PLAN 5. B&B OR CONTAINERIZED (SEE
N.T.S.PLAN
6. TREE WRAP
SPECIFICATIONS FOR ROOT BALL
REQUIREMENTS).
7. 4" MIN. OF TOPSOIL TO BRING TO
6. PREPARE PLANTING SOIL AS
FINISHED GRADE (SEE GRADING PLAN)
SPECIFIED.
I_,OCATI®N OF SITE
8. ROOTBALLSGREATER THAN
DIAMETERERON SHALL BE PLACED ON
7. ROOTBALLS GREATER THAN 24"
05/30/08 SHRB PLNTG
705 U.S. 74 BUSINESS
MOUND OF UNDISTURBED SOIL TO
PREVENT SETTLING ROOTBALLS
DIAMETER SHALL BE PLACED ON
MOUND OF UNDISTURBED SOIL TO
1. TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2"
RICHMOND COUNTY
SMALLER THAN 24" IN DIA. MAY
PREVENT SETTLING ROOTBALLS
HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL.
ROCKINGHAM, NC 28379
SIT ON COMPACTED EARTH.
SMALLER THAN 24" IN DIA. MAY
SIT ON COMPACTED EARTH.
2. WHEN USED IN MASSES- PRUNE ALL SHRUBS TO
9. UNDISTURBED SUBSOIL
ACHIEVE A UNIFORM MASS/HEIGHT
10. PREPARE PLANTING SOIL AS
.
8UNDISTURBED SUBSOIL
SPECIFIED.
9. 3" HIGH SOIL BERM TO HOLD WATER.
3. MINIMUM OF HARDWOOD BARK MULCH COMPACTED OR
�ce� B O H L E R
11. STAKE SIZE SHALL BE ONE SIZE
HIGHER THAN REQUIRED FOR SIZE
®
10. TREE WRAP
1
ASSPECIFIED.
BEST FACE OF SHRUB/
GROUNDCOVER TO FACE 4. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER
OF TREE. REFER TO SITEWORK
11. CUT BACK SLOPE TO PROVIDE A FLAT
FRONT OF PLANTING BED. + +
BED.
E N G I N E E R IN G
SPECIFICATIONS FOR APPROVED
_ MATERIALS AND INSTALLATION
2 SURFACE FOR PLANTING.
REFER TO PLANT + + T 5. 4" MINIMUM OF TOPSOIL TO BRING TO FINISHED GRADE
NC, PLLC NCBELS P 1132
4011 WESTCHASE BLVD., SUITE 290
REQUIREMENTS.
SCHEDULE FOR SPACING
J
3
+ + + + (SEE GRADING PLAN).
RALEIGH, NC 27607
10 11 _ NOTES:
6. PREPARED PLANTING SOIL AS SPECIFIED. NOTE: WHEN
Phone: [phone]
1 NOTES:
--
PLAN GROUND- COVERS AND SHRUBS USED IN MASSES ENTIRE
Fax: [phone]
0
A. FINAL TREE STAKING DETAILS
- A. FINAL TREE STAKING DETAILS
BED TO BE AMENDED WITH PLANTING SOIL MIX AS
[e-mail]
2 AND PLACEMENT TO BE APPROVED
AND PLACEMENT TO BE
4
SPECIFIED.
BY OWNER.
APPROVED BY OWNER.
z z 6
9 I 1-
7. SCARIFY ROOTBALL SIDES AND BOTTOM.
LD �'L 3 B. SET TREE AT ORIGINAL DEPTH.
B. REMOVE BURLAP, WIRE AND
aREMOVE BURLAP, WIRE AND STRAPS
/ o - STRAPS (ANYTHING THAT
8. CUT BACK SLOPE TO PROVIDE A FLAT SURFACE FOR
J 4 (ANYTHING THAT COULD GIRDLE TREE
= 5 COULD GIRDLE TREE OR
PLANTING.
U 7 OR RESTRICT ROOT GROWTH) ON
RESTRICT ROOT GROWTH) ON
5 UPPER 1/3 OF ROOTBALL.
-_ ;:' 6 UPPER 1/3 OF ROOTBALL.
- - C. SEE LANDSCAPE NOTES FOR THE
I- C. SEE LANDSCAPE NOTES FOR
8 1 2 3 4 5
- =I TYPE OF MULCH MATERIAL TO USE.
THE TYPE OF MULCH MATERIAL
_
7 TO USE.
-
-I D. PRUNE TREE AS DIRECTED BY
--� I -I
D. PRUNE TREE AS DIRECTED BY
10 i LANDSCAPE ARCHITECT
8
12" LANDSCAPE ARCHITECT.
-
E. BRANCHINGHEIGHT TO A.A.N.-
\
11 DARDS
E. BRANCHING HEIGHT TO A.A.N.
8
STANDARDS.
SHEET TITLE:
12" 9
I
LANDSC APE
TYP.-
_-
SECTION
SECTION-
_
DETAILS
SECTION EL 7 6
v 12"
SHEET NUMBER:
TREE PLANTING ON SLOPE
TYP.
MULTI-TRUNK TREE PLANTING
N.T.S.
SHRUB/GROUNDCOVER PLANTING ON SLOPE
D-340
N.T.S.
N.T.S.
106/07/10 1 JIVILT TRNK PLNT
06/07/10 1 ITR PLNTG SLP
05/30/08 HRB PLNTG SL
(-
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