SW7131016_APPROVED PLANS_20131106

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
Sw lZ_
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYM M D

0
GAS
PIEDMONT NATURAL GAS
1.ii EXECUTIVE PARKWAY
NEW BERN, NC 28560
[phone]
TELEPHONE
CENTURY LINK
tOi9 S. GLENBURNIE ROAD
NEW BERN, NO 28563
[phone]
Umpic
CITY OF:NEW BERN
ELECTRIC UTILITIES
606 FT. TOTTEN DRIVE
NEW BERN, NC 28563
[phone]
WATER & SANITARY SEWER
CITY OF NEW BERN
WATER AND SEWER DIVISION
2825 NEUSE BOULEVARD
NEW BERN, NC 28560
[phone]
STORMWATER
THE CITY OF NEW BERN
300 POLLOCK STREET
NEW BERN. NC 28563"
[phone]
ADDITIONAL GOVERNING AGENCIES CONTACTS:
EROSION CONTROL
NCDENR WASHINGTON REGIONAL OFFICE
943 WASHINGTON SOUARE MALL
WASHINGTON NC 278"
[phone]
IIFPARTMENT OE HIGHWAY
NCDOT HIGHWAY DIVISION 2
101 PACTOLUS HIGHWAY
GREENVILLE, NC 27835
[phone]
ENGINEER-
BOHLER ENGINEERING
800 WEST H I LL STREET, SU ITE 101
CHARLOTTE, NC 28208
TELEPHONE[phone]
FAX [phone]
7 1 ------
1:11111
will ® ® r - r
DEVEOPER-
WAL-MART STORES EAST, L.P.
STORE #7218-00
2001 S.E. 1 Oth STREET
BENTONVILLE, ARKANSAS 72716
TELEPHONE [phone]
C+3
4}
4�
SITE LOCATION MAP
SCALE: f"=2000'
ALERT TO CONTRACTOR:
I. THE SITEWORK FOR THE GROCERY STORE PORTION OF THIS PROJECT
SHALL MEET OR EXCEED THE "STANDARD SITEWORK SPECIFICATIONS."
2. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY
CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED
PRIOR TO CONTRACT COMPLETION AND THE FINAL CONNECTION OF
SERVICES.
5I~EET INDEX
1.
COVER SHEET
2.
NOTES
GENERAL NOTES
3.
SW -I
SWPPP NOTES
4.
SW-2
SWPPP NOTES
5.
SW-3
PHASE I EROSION AND SEDIMENTATION CONTROL PLAN
6.
SW-4
PHASE 2 EROSION AND SEDIMENTATION
CONTROL PLAN
1.
SW-5
EROSION AND SEDIMENTATION CONTROL
DETAILS
8.
SW-6
EROSION AND SEDIMENTATION CONTROL
DETAILS
9.
SW-7
EROSION AND SEDIMENTATION CONTROL
DETAILS
10.
SW-8
EROSION AND SEDIMENTATION CONTROL
DETAILS
11.
DM -I
DEMOLITION PLAN
12.
C-1
ZONING PLAN
13.
C-2
SITE PLAN
14.
C-3
GRADING & DRAINAGE PLAN
15.
C-4
UTILITY PLAN
16.
C-5
VEHICLE CIRCULATION PLAN
17.
C-6
LANDSCAPE PLAN
18.
C-7
LANDSCAPE DETAILS
19.
C-8
LIGHTING PLAN
20.
D-1
CONSTRUCTION DETAILS
21.
D-2
CONSTRUCTION DETAILS
22.
D-3
CONSTRUCTION DETAILS
23.
D-4
CONSTRUCTION DETAILS
24.
D-5
CONSTRUCTION DETAILS
STORMWATER
APPROVED.%
NORTH CAROLINA ENVIR MEIITAL
MANAGEMENT COMMISSION
DIVISION
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DEMOLITION NOTES
1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY.-
G�) SOHLER ENGINEERING
22636 DAMS DRIVE, SUITE 250
STERLING, VIRGINIA 20164
ENTITLED: ALTA/ACSM LAND TITLE SURVEY
PREPARED FOR', BOHLER ENGINEERING
ALE NO, SNGC138113
DATED: 8/15/1.3
2. THE FIRM OR ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO
PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL THE OSHA REQUIREMENTS. To
ACTOR SAFETY.
3. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS, AND
REFERENCED DOCUMENTS AS WEIJ_ AS ALL FEDERAL, STATE AND LOCAL REGULAnONS. ANY DISCREPANCIES OR
DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO THE ENGINEER IN WRITING FOR RESOLUTION PRIOR TO
INITIATION OF ACTIVITY,
4. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FDR/TO:
A. ENSURE COPIES OF ALL PERMITS AND APPROVALS ARE ON SITE FOR REVIEW.
B� THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN PLACE PRIOR TO SITE DISTURBANCE.
C. ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS. WATER, ELECTRIC, SANITARY AND STORM SEWER,
TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC, "THIN THE LIMITS OF DISTURBANCE, SHALL BE VERTICALLY AND
HORIZONTALLY LOCATED, THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE
UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES.
D, PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL
DEMOLITION ACTIVITIES.
E. FAMILIARIZE THEMSELVES WITH 114E APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENT AND IS RESPONSIBLE FOR
ALL COORDINATION REGARDING UTILITY DEMOLIHON AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL
PROVIDE THE OMER WITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND
ABANDONED IN ACCORDANCE NTH JURISDICTION AND UTILITY COMPANY REQUIREMENTS.
F. COORDINATION WITH U11LITY COMPANIES REGARDING WORKING "OFF-PEAK4 HOURS OR ON WEEKENDS AS MAY BE
REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES,
6. A COMPLETE INSPECTION FOR CONTAMINANTS, BY A LICENSED ENVIRONMENTAL TESnNG AGENCY, OF ALL BUILDINGS
AND/bR STRUCTURES TO BE REMOVED SHALL BE DONE IN ACCORDANCE NTH ALL APPLICABLE LOCAL. STATE, AND
FEDERAL ENVIRONMENTAL REGULATIONS. ALL CONTAMINANTS SHALL BE REMOVED AND DISPOSED OF BY A FEDERALLY
LICENSED CONTRACTOR IN ACCORDANCE NTH FEDERAL, STATE, AND LOCAL REGULATIONS, ALL ENVIRONMENTAL WORK
INCLUDING HAZARDOUS MATERIAL, SOILS, ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN IS SOLELY THE
RESPONSIBILITY OF THE OWNEWS ENVIRONMENTAL CONSULTANT.
5, THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHCOS� NECESSARY TO PREVENT MOVEMENT, SETTLEMENT,
OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE,
B. IN THE ABSENCE OF SPECIFIC REQUIREMENTS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES,
DEMOLITION AND, REMOVAL OF ALL FOUNDATION WALLS. FOOTINGS. AND OTHER MATERIALS WITHIN THE LIMITS OF
DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S GEOTECHNICAL ENGINEER.
7, EXPLOSIVES SHALL NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND APPLICABLE
GOVERNMENTAL AUTHCRITIE& ALL THE REQUIRED PERMITS AND EXPLOSIVE 'CONTROL MEASUIRES THAT ARE REQUIRED BY
THE FEDERAL, STATE. AND LOCAL GOVERNMENTS SHALL BE IN PLACE PRIOR TO STARTING AN EXPLOSIVE PROGRAM.
THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AM SEISMIC VIBRATION TESnNG THAT IS REQUIRED TO
MONITOR THE EFFECTS ON ALL LOCAL STRUCTURE&
a. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE NTH:
THE 'MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN
DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS-OF-WAY�
9. THE CONTRACTOR SHALL CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO INSURE MINIMUM INTERFERENCE NTH
ROADS, STREETS. SIDEWALKS. WALKWAYS, AND OTHER ADJACENT FACILITIES- STREET CLOSURE PERMITS MUST BE
RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY MERE REQUIRED.
M DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINES, WITHOUT
WRITTEN PERMISSION OF THE OWNER, AND/`OR APPROPRIATE GOVERNMENT AGENCY.
11- USE DUST CONTROL MEASURES TO UMIT THE AMOUNT OF AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR
TO WITHIN FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE. ADJACENT STRUCTURES
AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS GAUSED BY THE DEMOLITION OPERATIONS. THE
CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR OPRE-DEMOUTION� CONDITION.
12. THE CONTRACTOR IS RESPONSIBLE TO SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A
MANNER AS TO PREVENT THE UNAUTHORIZED ENTRY OF PERSONS AT ANY TIME-
13. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING TEMS/CONDInONS WHICH ARE TO BE REMOVED. IT IS
NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE NTH
STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA
AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE.
14, THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A
RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW MATERIAL. THE REPAIRS SHALL RESTORE THE ITEM TO THE
PRE-DEMOUTION CONDITION.
15. DEBRIS SHALL NOT BE BURIED ON 114E SUBJECT SITE. ALL EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) SHALL BE
DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE� AND FEDERAL LAWS AND APPLICABLE CODES. THE
CONTRACTOR SHALL PROPERLY REMOVE AND DISPOSE OF HAZARDWS/UNSUITABLE MATERIAL OFF -SITE IN ACCORDANCE
NTH ALL APPLICABLE CODES, ORDINANCES, AND LAWS.
16. DEMOLITION OF THE EXISTING STRUCTURES AND FOUNDATIONS SHOULD INCLUDE FULL REMOVAL OF ALL REMNANT
UTILITIES, FOOTINGS� FOUNDATION WALLS, AND SLABS. REMNANT FOUNDATIONS AND SLABS MAY REMAIN IN PLACE Two
FEET 13ELOW PAVEMENT SU13GRADES AND LANDSCAPED AREAS, PROVIDED THEY ARE ADEQUATELY BROKEN TO PROMOTE
POSITIVE DRAINAGE AND THAT THEY WILL NOT INTERFERE NTH FUTURE CONSTRUCTION. THE RESULTING EXCAVATIONS
NTH STRUCTURAL ALL PLACED IN MAXIMUM NINE INCH LOOSE LIFTS AND COMPACTED TO AT
LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR (ASTM D 1557), ANY
IMPORTED MATERIAL PLACED AS STRUCTURAL FILL OR BACKFILL TO RAISE ELEVATIONS OR RESTORE GRADES SHOULD
CONSIST OF CLEAN, RELATIVELY WELL GRADED SAND OR GRAVEL NTH A MAXIMUM PARTICLE SIZE OF THREE INCHES AND
FIVE PERCENT TO 20 PERCENT OF MATERIAL FINER THAN A #200 SIEVE. SILTY OR CLAYEY SANDS AND GRAVELS WTH
HIGHER PERCENTAGE OF FINES AND WITH A LIQUID LIMIT LESS THAN 40 AND A PLASTICITY INDEX LESS THAN 12 MAY
BE CONSIDERED SUBJECT TO THE OMER'S APPROVAL, PROVIDED THAT THE REQUIRED MOISTURE CONTENT AND
COMPACTION CONTROLS ARE MET, THE MATERIAL SHOULD BE FREE OF CLAY LUMPS, ORGANICS, AND DELETERIOUS
MATERIAL. IMPORTED STRUCTURAL FILL MATERIAL SHOULD BE APPROVED BY A QUALIFIED GEGlECHNICAL ENGINEER
PRIOR TO DELIVERY TO THE SITE.
17, THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO THE EXISTING SITE AT ALL TIMES. UTILITY SERVICES SHALL
NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION NTH ON LOT USERS.
18. THE CONTRACTOR SHALL COORDINATE NTH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR
RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF
WORK MICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE
UTILITY COMPANY FOR 114EIR SERVICES, THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES,
M CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES wITH FENCING, BARRICADES, ENCLOSURES, ETC., (AND OTHER
APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY CONSTRUCTION MANAGER.
20. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING CONSTRUCTION.
21� PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE To BE INSTALLED.
22- DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLAGED AT CONTRACTOR'S EXPENSE.
V-1 11 :4 :4 .f� 0 1
ALL WALMART GENERAL CONTRACTOR WORK TO BE COMPLETED
(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE
DATE IN PROJECT DOCUMENTS. OUTLOT AREA TO BE KEPT FREE OF JOB
TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE
OUTLOT. WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR
OUTLOT CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER
MILESTONE DATE. PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS
AND SWPPP REQUIRED BY STATE/LCICAL REQUIREMENTS FOR SPECIFIC
OUTLOT.
DEWATERING NOTE:
WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF
WET WEATHER, DEWATERING, DRAINAGE AND
GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS.
REFER TO MASTER SITE SPECIFICATIONS.
A
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V:\l3�P`,3O190\_CAD\;.D PLANS\REV - 5\P1130190 SITE-5- ­>LAYOJT� 02- NOTES
SITE/RECORD PLAN GENERAL NOTES SITE/RECORD PLAN GENERAL NOTES
1, THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY:
o,) EICHLER ENGINEERING
22636 DAMS DRIVE, SUITE 250
STERLING, VIRGINIA 20164
ENTITLED: ALTA/ACSM LA14D TITLE SURVEY
PREPARED FOR: EICHLER ENGINEERING
FILE NO. SNOC138113
DATED: 8/15/13
2, SPECIFIC RESOURCES, TECHNICAL REPORTS, DESIGN DOCUMENTS, ETAL RELATED TO THIS PROJECT ARE AS FOLLOWS:
-SURVEY
EICHLER ENGINEERING
22636 DAVIS DRIVE, SUITE 250
STERLING, VIRGINIA 20164
ENTITUEDZ ALTA/ACSM LAND TITLE SURVEY
PREPARED FOR� BOHLER ENGINEERING
FILE NO. SNCC138113
DATED: 8/15/13
-GEOTECHNICAL
S&ME, INC
3201 SPRING FOREST ROAD
RALEIGH, NORTH CAROLINA 27616
ENTITLED: INITIAL GEOTECRNICAL EXPLORATION REPORT
PREPARED FOR: EICHLER ENGINEERING
FILE NO. 1051-13-234-A
DATED: 8/6/13
-ENVIRONMENTAL
S&ML INC
3201 SPRING FOREST ROAD
RALEIGH. NORTH CAROLINA 27616
ENTITLED- DRAFT PHASE I ENVIRONMENTAL SITE ASSESSMENT
PREPARED FOR: EICHLER ENGINEERING
FILE NO- 1051-13-234A
DATED: 8/5/13
CONTRACTOR IS RESPONSIBLE TO OBTAIN THESE DOCUMENTS AND FAMILIARIZE HIMSELF NTH SAME FOR APPLICATION
BOTH PRIOR TO AND DURING CONSTRUCTION.
3. ALL ELEVATIONS SHOWN ARE IN ACCORDANCE NTH T14E REFERENCED SlJRVEYOR'S BENCHMARK AND MUST BE
VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUNDBREAK.
4. APPLICANT.' WAL-MART REAL STORES EAST, L.P. STATUTORY TRUST
2001 S,E. 10TH STREET, BENTONVILLE, ARKANSAS, 72716-0550
5, OWNER: JAMES 0. MORTON, JR. AND WIFE, REBECCA P, MORTON
6. PARCEL DATA: D.B. 1648 PC, 0608
PID. d-240-035-A
7. ALL ACCESSIBLE PARKING STALLS, ACCESSIBLE ROUTES, RAMPS AND ALL OTHER PROMSIONS FOR ADA COMPLIANCE
(INTERNALLY TO SITE FEATURES AND FROM SITE FEATURES TO PUBLIC WAYS) SHALL BE CONSTRUCTED IN
COMPLIANCE NTH ALL APPLICABLE ADA REQUIREMENTS AND REGULATIONS. THE OWNER AND CONTRACTOR SHALL BE
RESPONSIBLE FOR ADA COMPLIANCE FOR ALL PROPOSED FEATURES DEPICTED ON THESE PLANS. IT IS THE OWNIER'$
RESPONSIBILITY TO ESTABLISH AND MAINTAIN CONTINUED COMPLIANCE WITH THE ADA REGULATIONS PERTAINING TO
ON AND OFF SITE FEATURES.
I
B. ALL FEATURES ARE EXISTING TO REMAIN UNLESS OTHERWISE NOTED.
9. FEATURES TO BE REMOVED ARE NOTED (TOR),
10, PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL REQUIRED
PERMITS AND APPROVALS HAVE 13EEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE
CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS BY ALL OF THE
PERMITTING AUTHORITIES.
HALL BE FAMILIAR WITH AND RESPONSIBLE FOR ANY/ALL CERTIFICATIONS, INSPECTIONS,
IERNING JURISDICTIONAL AGENCIES DURING AND AFTER CONSTRUCTION FOR SIGN -OFF AND
Y ISSUANCE. INCLUDING BUT NOT LIMITED TO PROCUREMENT OF SERVICES, SCHEDULING OF
MORDINA71ON NTH REPRESENTATIVES OF THE APPROPRIATE PARTIES, CONTRACTOR IS
TE CERTIFICATIONS, SIGN -OFFS, ETC. NECESSARY FOR JOB CLOSE-OUT AND ISSUANCE OF
12. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS, REFERENCED DOCUMENTS,
AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY.
13. THE SOILS REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION
DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE
PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH DISCREPANCY BETWEEN SOILS
E
14. THE PROPERTY SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS.
15. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO OUR OFFICE AT THE TIME OF PLAN PREPARATION.
CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY OUR OFFICE IF ACTUAL SITE CONDITIONS DIFFER
FROM THAT SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES,
16. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION -
CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING NTH
CONSTRUCTION, NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE
DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
17. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS
OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS AND SITE
LIGHTING ELECTRICAL DESIGN AND LAYOUT.
18. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) SHALL
BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE CODES.
00"ACTOR SHALL PROPERLY REMOVE & DISPOSE OF HAZARDOUS/UNSUITABLE MATERIAL OFF -SITE IN ACCORDANCE
NTH ALL APPLICABLE CODES, ORDINANCES & LAWS.
19. THE CONTRACTOR IS RESPONSIBLE FOR ALL SHORANG REQUIRED DURING EXCAVATION AND SHALL BE PERFORMED IN
ACCORDANCE WITH CURRENT OSHA STANDARDS, AS WELL AS ADDITIONAL PROVISIONS TO ASSURE STABILITY OF
CONTIGUOUS STRUCTURES, AS FIELD CONDITIONS DICTATE.
20. THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT,
STRUCTURE, ETC. TO REMAIN, CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE APPROPRIATE MEASURES AS
NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT TO REMAIN. AND PROVIDE A
SAFE WORK AREA.
21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE ALL SIGNA� INTERCONNECT CABLE, CONDUITS,
AND ANY UNDERGROUND ACCESSORY EOUIPMENT DAMAGED DURING CONSTRUCTION.
22. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING CONSTRUCTION
SUCH AS BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING. CURB, ETC. REPAIR SHALL BE EQUAL TO
OR BETTER THAN, EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND
NOTIFY CONSTRUCTION MANAGER PRIOR TO CONSTRUC11ON START.
23. ALL CONCRETE SHALL HAVE THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS INDICATED IN SPECIFICATIONS
AND REFERENCED DOCUMENTS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT.
25 THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUC71ON METHODS/MEANS FOR COMPLETION OF THE WORK DEPICTED
ON THESE PLANS NOR ANY CONFUCTS/SCOPE REVISIONS WHICH RESULT FROM SAME, CONTRACTOR RESPONSIBLE
FOR DETERMINING METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION AND NOTIFICATION OF OWNER AND ENGINEER OF RECORD WHEN A CONFLICT IS IDENTIFIED.
26. THE ENGINEER OF RECORD HEREIN IS NOT RESPONSIBLE FOR JOB SITE SAFETY NOR HAS HE BEEN RETAINED FOR
SUCH PURPOSES
27. ALL CONTRACTORS MUST CARRY STATUTORY WORKERS COMPENSATION, EMPLOYERS LIABIUTY INSURANCE AND
APPROPRIATE LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL) ALL CONTRACTORS MUST HAVE THEIR CCL
POUCIES ENDORSED TO NAME EICHLER ENGINEERING, ITS SUB CONSULTANTS AS ADDITIONAL INSURED AND TO
PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THE HOLD HARMLESS AND INDEMNITY
OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNIS14 BOHLER ENGINEERING NTH
CERIIFICAIIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMFNCINC WORK AND UPON
THE FULLEST EXTENT PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS EICHLER ENGINEERING AND ITS SUB
CONSULTANTS FROM AND AGAINST ANY DAMAGES, LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEYS' FEES
AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED NTH THE PROJECT. INCLUDING ALL CLAIMS BY
EMPLOYEES OF THE CONTRACTORS.
28. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING OR
ITS EMPLOYEES AND SUB CONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL REUEVE THE GENERAL
CONTRACTOR OF ITS OBLIGATIONS. DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION
D , TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING AND
COORDINATING THE WORK IN ACCORDANCE NTH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY
PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. EICHLER ENGINEERING AND ITS PERSONNEL HAVE NO
AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION
NTH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR SHALL BE
SOLELY RESPONSIBLE FOR JOB SITE SAFETY. EICHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL
CONTRACTOR AND SHALL BE MADE ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOWS POLICIES OF GENERAL
LIABILITY INSURANCE.
29. BOHLFR ENGINEERING SHALL REVIEW AND ADVISE OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR
SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND OTHER DATA, WHrICH THE CONTRACTOR IS
REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE NTH THE DESIGN
CONCEPT AND THE INFORMATION SHOWN IN THE CONSTRUCTION MEANS OR METHODS, COORDINATION OF THE WORK
WITH OTHER TRADES OR CONSTRUCTION SAFETY PRECAUTIONS, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR. B044LER ENGINEERING'S REVIEW SHALL BE CONDUCTED NTH REASONABLE PROMPTNESS MILE
ALLOWING SUFFICIENT 11ME TO PERMIT ADEQUATE REVIEW, REVIEW OF A SPECIFIC ITEM SHALL NOT INDICATE THAT
EICHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF MICH THE ITEM IS A COMPONENT, BOHLER
ENGINEERING SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT BROUGHT
TO THE ATTENTION OF BOHLER ENGINEERING IN WRITING BY THE CONTRACTOR. EICHLER ENGINEERING SHALL NOT BE
REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR M41CH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT
BEEN RECEIVED.
M IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON,
WITHOUT FIRST OBTAINING PRIOR MITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM 'THE OWNER AND ENGINEER,
IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR
PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING
THEREFROM AND IT SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO
AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND
COSTS OF ANY NATURE RESULTING THEREFROM.
31. ALL WORK AND MATERIALS SHALL COMPLY NTH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A.
STANDARD&
32 CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF
VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS. PRECISE BUILDING DIMENSIONS AND
EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
33. ALL DISTURBED AREAS ARE TO RECEIVE FGUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY
STAND OF GRASS IS ESTABLISHED. SEE 02900 SPECIFICATION.
3k ALL CURBED RADII ARE TO BE 5' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'.
35, ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED,
36, EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS
NECESSARY. ALL COST SHALL BE INCLUDED IN BASE Bit).
37. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT
NOT LIMITED TO, ALL UTIIJTIES� STORM DRAINAGE, SIGNS. TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK
SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS
D BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID-
38. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY A LAND SURVEYOR.
39. WALMART LEASE AREA IS 3.83± ACRES.
40� THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED 'THE SITE SPECIFIC sPECiACATIONS'.
41. REFER TO ARCH. PLANS FOR SITE LIGHTING ELECTRICAL PLAN.
42. ALL IMPROVEMENTS SHALL BE INSTALLED OR CONSTRUCTED IN ACCORDANCE NTH THE LATEST EDITION OF THE CITY'S
IMPROVEMENTS SPECIFICATIONS MANUAL.
43- ALL TRAFFIC CONTROL DEVICES SHALL MEET THE STANDARDS OF THE LI DEPARTMENT OF TRANSPORTATION
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). AS AMENDED, AND ALL CONSTRUCTION AND MATERIALS
SHALLBE IN ACCORDANCE NTH PENNDOT SPECIFICATIONS, PUBLICATION 408, LATEST EDITION, AND PENNDOT 212.
44, THE PROPOSED BUILDING SHALL MATCH THE EXISTING SHOPPING CENTER IN REGARD TO DESIGN AND BUILDING
MATERIALS.
45. ALL PROPOSED RODE TOP MECHANICAL AND SERVICE EQUIPMENT S14ALL BE SCREENED FROM PUBLIC RIGHT -OF WAY.
46. THE SITE ADDRESS SHALL BE POSTED IN A TEMPORARY FORM AND UPON COMPLETION IN A PERMANENT FORM IN A
VISIBLE LOCATION IN 6 INCH CHARACTERS IN A REFLECTIVE MATERIAL & CONTRASTING COLOR. (IFC 505.1)
, I" " [*]I i;p
Eel WL I.' I 11 I ... 1, It 11F-1 01 J-A I I Ilk, F.A,Tci :4 III,
1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING
UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY.
Z THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS
SHOWN ON THESE PLANS IS BASED ON RECORDS Of THE VARIOUS u-nUTY COMPANIES. AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.
THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES MICH CONFLICT NTH THE PROPOSED IMPROVEMENTS SHOWN
ON THE PLANS.
3� ALL CUT OR ALL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
4. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION,
5. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED� (SEE MASTER SITE SPECIFICATIONS SECTION 02630
FOR ALLOWED MATERIALS. DEC TO LIST SPECIFIC PIPE MATERIALS ON THIS PLAN IF REQUIRED.)
6. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.
7- EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT.
8. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS.
9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY To RETURN IT TO EXISTING
CONDITIONS OR BETTER.
10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS
WATERTIGHT.
It ALL STORM SEWER MANACLES IN PAVED AREAS SHALL BE FLUSH NTH PAVEMENT, AND SHALL HAVE TRAFFIC
BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6` ABOVE FINISH GRADE, LIDS SHALL BE
LABELED "STORM SEWEF".
12. THE CONTRACTOR SHAL ADHERE TO ALL TERMS & CONDITIONS AS OUTUNED IN THE EPA OR APPLICABLE STATE
GENERAL N.RD.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED NTH CONSTRUCTION ACTIVITIES AND THE
WALMART SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION
PREVENTION. THIS APPLIES TO WALMART BUILT PROJECTS ONLY.
13, CONTRACTOR SHALL ASSURE POSITIVE ORA114AGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS.
14. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR
DOES NOT ACCEPT EXISING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN T14E CONTRACTOR
SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER
FOR REVIEW.
15. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR
SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H.IV OR STEEPER. CONTRACTOR SHALL STABILIZE
DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS
OBTAINED.
16. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME,
17. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT
OUT.
18. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE NTH THESE PLANS, SPECIFICATIONS, AND REFERENCED
DOCUMENTS, AND THE RECOMMENDATIONS SET FORTH IN THE REPORT PREPARED AS A RESULT OF THE
GEOTECHNICAL INVESTIGATION AND REFERENCED IN THIS PLAN SET. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR REMOVING AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE SOILS REPORT,
19. PAVEMENT SHALL BE SAW CUT IN STRAIGHT LINES TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS
FROM REMOVAL OPERATIONS SHALL BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF
DEBRIS WILL NOT BE PERMITTED.
20. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF
REQUIRED, TO MATCH THE GRADING AND U11UTY PLAN(S). THE SANITARY CLEANOUT TOPS SHALL BE
RE -INSTALLED IN THE SAME MANNER AS THE ORIGINAL CLEANOUTS.
21, THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT
ELEVA71ONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCnON. CONTRACTOR TO ENSURE 1,0% MINIMUM SLOPE
AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5X MINIMUM ON
ASPHALT, AND 2.0% MINIMUM IN LANDSCAPED AREAS TO PREVENT PONDING. ANY DISCREPANCIES THAT MAY
AFFECT THE PUBLIC SAFETY OR PROJECT COST MUST BE IDENTIFIED TO THE ENGINEER IN WRITING IMMEDIATELY.
PROCEEDING NTH CONSTRUCTION WITHOUT N01IRCAIION IS DONE SO AT THE CONTRACTOR'S OWN RISK.
22. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS
OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 1.0% GUTTER GRADE ALONG CURB FACE, ENGiNEER
TO APPROVE FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION.
23� IN CASE OF DISCREPANCIES BETWEEN PLANS. THE SITE / RECORD PLAN WILL SUPERSEDE IN ALL CASES. THE
ENGINEER OF RECORD MUST BE IMMEDIATELY N071FIED IN WRITING OF ANY CONFLICTS.
24. THE CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS (INCLUDING D,EP,. ETC.) FOR ALL
OFF -SITE HAUL AND/OR` BORROW SITES. CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO ENGINEER AND
OIANER PRIOR TO INITIATING WORK,
25- TOP AND BOTTOM OF WALL ELEVATIONS (TW & DW) REPRESENT THE PROPOSED FINISHED GRADE AT THE FACE OF
WALL AND DO NOT REPRESENT THE ELEVATION OF THE PROPOSED WALL (INCLUDING THE CAP UNIT OR FOOTING).
THE CONTRACTOR MUST ENSURE ALL WALLS SHOWN HEREON MUST BE DESIGNED BY A LICENSED STRUCTURAL
ENGINEER AND THAT SIGNED AND SEALED SHOP DRAWNGS ARE APPROVED BY THE MUNCIPAI-ITY PRIOR TO THEIR
CONSTRUCTION. FURTHER THE CONTRACTOR SHALL ENSURE THAT FENCING, GUIDERAIL, UTILITIES, AND OTHER SITE
AMENITIES IN THE VICINITY OF THE RETAINING WALL(S), PROPOSED SCHEMATICALLY IN THESE PLANS, SHALL BE
CONSIDERED AND INCORPORATED INTO THE RETAINING WALL DESIGN (BY OTHERS).
26. THE STORM WATER MANAGEMENT FACILITIES CONSTRUCTED AS A RESULT OF THIS LAND DEVELOPMENT PROJECT
SHALL BE SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION
SYSTEM (NPDES) ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL PROTECTION (NGDEP).
UTILITY NOTES
1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED URLITIES.
2. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY
EXISTING LINE.
3. SANITARY SEWER PIPE SHALL BE AS FOLLOWS!
8" PVC SDR35 PER ASTM D 3034, FOR PIPES LESS THAN 12' DEEP
a" PVC SDR26 PER ASTM D 3034, FOR PIPES MORE THAN 12' DEEP
6" PVC SCHEDULE 40
DUCTILE IRON PIPE PER AWWA C150
4. WATER LINES SHALL BE AS FOLLOW&
6' AND LARGER, PVC C-900 PER ASTM D 2241
CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 151D
6" AND LARGER DUCTILE IRON PIPE PER AWWA CISO
SMALLER THAN 6" EITHER COPPER TUBE TYPE "L" (SOFT) PER ANSI 816,22
OR PVC, 200 P,S.I,, PER ASTM D1784 AND D2241.
5. MINIMUM TRENCH WIDTH SHALL BE 2 FEET.
6, ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS NTH THRUST BLOCKING AS CALLED OUT IN SPECIFICATIONS,
7, IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES
(EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST
10 FEET ON BOTH SIDES OF CROSSING, THE WATER LINE SHALL HAVE MECHANICAL JOINTS NTH APPROPRIATE
THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE. MEETING REQUIREMENTS OF ANSI
A21.10 OR ANSI 21.11 (ANNA C-151) (CLASS 50).
8. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING.
9. TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH NTH PROPOSED PAVEMENT
ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS WITH WATER TIGHT LIDS.
10. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE: A MINIMUM 28 DAY COMPRESSION STRENGTH AT ,3000 P.S1
11. REFER TO INTERIOR PLUK48ING DRAWINGS FOR TIE-IN OF ALL UTILITIES.
12, CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARDS
TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER UNES.
13. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS
SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS U11LITY COMPANIES, AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.
THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTIUTIES, IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES MICH CONFLICT NTH THE PROPOSED IMPROVEMENTS SHOWN
ON THE PLANS.
14. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPEC11ONS AND/OR CERTIFICATIONS REQUIRED BY CODES
AND/OR UTILITY SERVICE COMPANIES. THIS AND THE FINAL CONNECTIONS OF THE SERVICE SHALL BE COMPLETED
30 DAYS PRIOR TO STORE POSSESSION.
M CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND
SPECIFICATIONS.
16. REFER TO BUILDING PLANS FOR SITE LIGHTING ELECTRICAL PLAW
T7. THE LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED
INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION '
SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY
THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE
REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALL COMMENCE BEGINNING AT THE
LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT, PROPOSED INTERFACE POINTS
(CROSSINGS) NTH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO
COMMENCEMENT OF CONSTRUCTION,
M ALL UTIIJTIES 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, SHALL BE VERTICALLY
AND HORIZONTALLY LOCATED. THE CONTRACTOR SHALL USE AND COMPLY NTH THE REQUIREMENTS OF THE
APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION, AT NO COST TO THE
OWNER.
19. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS, SPECIFICATIONS, AND
SSOCIATED NTH THE PROJECT WORK SCOPE PRIOR TO THE INITIA71ON OF
CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE
SPECIFICATIONS Of? 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 PRGJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO
COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAININGS AND IN FULL COMPLIANCE WITH LOCAL
REGULATIONS AND CODES.
20, DEFINE AND LOCATE VERTICALLY AND HORIZONTALLY ALL ACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE
NOT TO REMAIN. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE SYSTEMS THAT ARE
NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY.
21. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS
AND 15 RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDEN11FIED OR REQUIRED FOR
PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILMES AND
SERVICES HAVE PEEN TERMINATED AND ABANDONED IN ACCORDANCE NTH JURISDICTION AND UIIUTY COMPANY
REQUIREMENTS.
22. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR
EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCE$S� AND
EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY ARCHITECT, THE CONTRAC70R SHALL
COORDINATE INSTALLATION OF UIILInES/SERMCES NTH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND
ENSURE PROPER DEPTHS ARE ACHIEVED. THE TOWN UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS
COORDINA71NG THE UTILITY IIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE_
WOHERE CONFLICTS EXJST WITH THESE PLANS, THE ENGINEER OF RECORD SHALL BE NOTIFIED PRIOR TO
CONSTRUCTION TO RESOLVE SAME.
23. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS SHALL BE SPECIFIED BY THE LOCAL UTILITY
COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE SHALL INCLUDE ALL FEES AND APPURTENANCES REQUIRED
BY THE UTILITY TO PROVIDE A COMPLETE WORKING SERVICE.
24. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED
UNDERGROUND. ALL NEW UTIUTIES/SERVICES SHALL BE INSTALLED IN ACCORDANCE NTH THE UTIUTY/SERMCE
PROVIDER INSTALLATION SPECIFICA11ONS AND STANDARDS.
-
25, ALL UTILITIES SHOULD BE KEPT TEN (10) FEET APART (PARALLEL), OR WHEN CROSSING, AT 18 INCHES VERTICAL
CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE.) PROVIDE 4.0 FEET OF COVER OVER WATER
LINES, A MfNIMJM OF 18 INCHES SHALL BE MAINTAINED BETWEEN SANITARY SEWER LINES AND STORM LINES OR
WATER LINES, [F THE MINIMUM CLEARANCE CAN NOT BE MAINTAINED, A CONCRETE ENCASEMENT SHALL 13E
PROVIDED.
26. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING AT ALL CHANGES IN DIRECTION,
AND/OR AS DEFINED IN THE SPECIFICATIONS/OETAILS.
27. THE INSTALLATION OR REPAIR OF ANY UNDERGROUND FACILITIES OR PIPING WHICH CONNECTS To OR FURNISHES
WATER FOR THE FIRE PROTECTION SPRINKLER SYSTEM SHALL BE PERFORMED ONLY BY A LICENSED UTILITY
CONTRACTOR, FIRE PROTECTION SPRINKLER CONTRACTOR, OR LICENSED PLUMBER. SEE O.C.G.A, TITLE
25_11-7-(l)� A COPY OF THE LICENSE OR CERTIFICATE OF COMPETENCY SHALL BE PROVIDED TO THE INSPECTOR
AT THE FINAL INSPECTION,
28. SEE SPECIFICATIONS FOR BACKIFILLING AND COMPACTION REQUIREMENTS ON UTILITY TRENCH. ALL FILL,
COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION SHALL BE AS PER THE
RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND SHALL BE COORDINATED NTH THE APPLICABLE
UTILITY COMPANY SPECIFICATION&
213� THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT NTH THE LATEST STANDARDS OF OSHA DIRECTIVES, OR
ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR 15
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 ANE)/OR TRENCHING
PROCEDURES.
30. IN CASE OF DISCREPANCIES BETWEEN RLANS, THE SITE / RECORD PLAN WILL SUPERSEDE IN ALL GASES. THE
ENGINEER OF RECORD MUST BE IMMEDIATELY N011FIED IN WRITING OF ANY CONFLICTS.
31. ACCESS AND WATER SUPPLY SHALL BE ESTABLISHED PRIOR TO AND MAINTAINED DURING VERTICAL COMBUSTIBLE
CONSTRUCTION- (NFPA 241).
31 PUBUC HYDRANTS SHALL BE PAINTED YELLOW AND PRIVATE HYDRANTS SHALL BE PAINTED RED. ALL NEW
HYDRANTS SHALL BE EQUIPPED WITH A 5' STORZ FITTING,
33, STRUCTURES UNDER CONSTRUCTION ARE REQUIRED TO HAVE TEMPORARY FIRE EX11NGUISHERS ON SITE DURING
CONSTRUCTION.
34. CONTRACTOR SHALL OBTAIN CITY OF NEW BERN SPECIFICATIONS AND STANDARD DETAILS FOR ALL APPLICABLE
UTILITY CONSTRUCTION. UTILITIES SHALL BE CONSTRUCTED PER CITY OF NEW BERN REQUIREMENTS AS
LI
35. CONTRACTOR SHALL VERIFY THE DEPTH OF EXISTING WATER MAIN AND LOWER AS NECESSARY BASED ON CITY OF
NEW BERN REQUIREMENTS IN ORDER TO CONSTRUCT RIP -RAP APRON.
REVISIONS
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GENERAL NOTES
A. PROJECT OFFICE WALL SWPPP POSTINGS - THE FOLLOWING ITEMS MUST BE POSTED TOGETHER IN A SINGLE, ORGANIZED LOCATION ON A WALL
INSIDE THE. PROJECT OFFICE: 1) SWPPP SITE MAPS (ALL PHASES), 2) SWPPP DETAIL SHEETS, 3) MAP SHOWING LOCATION OF OFFSITE IMPORT
OR EXPORT FACILITY; 4) REM51ONS TO DETAILS, SITE MAPS, OR SWPPP-RELATED REIS, 5) SITE SWPPP BINDER; 6) SWCT PLACARD; 7)
CURRENT OWNER STORMWATER COMPLIANCE TRAINING CERTIFICATES FOR SUPERMTI NOW(S) AND COMPLIANCE OFFICER(S); AND 8)
A
CERTIFICATIONS AND/OR TRAINING CERTIFICATES REQUIRED TO PERFORM INSPECTIONS BY THE APPLICABLE CONSTRUCTION GENERAL PERMIT OR
AUTHORITY HAAANO JURISDICTION.
B, PERMITTED PROJECT AREA FOR PURPOSES OF THIS SWPPP AND ASSOCIATED STORMWATER PERMIT, 'PERMITTED PROJECT AREA' IS DEFINED
AS ANY AND ALL AREAS WITHIN THE PROJECT LIMITS OF DISTURBANCE, AS SHOWN ON THE SWPPP SITE MAPS AND IDENTIFIED IN THE NOTICE
OF INTENT TO THE -AGENCY. ALL GROUND -DISTURBING AND CONSTRUCTION -RELATED ACTIVITIES (MATERIAL STORAGE, DUMPSTERS, PARKING
AREAS, PROJECT OFFICE RETAILER. ETC.) MUST BE INCLUDED WITHIN THE PERMITTED PROJECT AREA LIMITS OF DISTURBANCE.
OFFSITE AREA(S) TO BE DISTURBED AS PART OF THIS PROJECT (NOT ON OWNER PROPERTY):
NO OFFSITE AREA IS BEING DISTURBED
ALL AREAS OUTSIDE THE PERMITTED PROJECT AREA (LE„ LIMITS. OF DISTURBANCE) ACQUIRED FOR USE BY THE GC OR A SUBCONTRACTOR OF
THE GC (SORROW .SOURCES, DISPOSAL AREAS, ETC.) MUST BE MANAGED IN ACCORDANCE WITH APPENDIX- E - TAB 21 OF THE: 02370
SPECIFICATION THE CONTRACTOR IS REQUIRED TO LOCATE OFFICE TRAILERS AND MATERIAL STORAGE: AREAS: FOR THE PROJECT WITHIN THE
LIMITS DO- DISTURBANCE. THE CONTRACTOR MAY REQUEST USE OF OFF -SITE LOCATIONS FOR OFFICE TRAILERS OR: NON -ERODIBLE MATERIAL
STORAGE;: HOWEVER, APPROVAL MUST BE OBTAINED FROM THE CONSTRUCTION MANAGER, THE CEC *0 THE WAL-MART SWCT PRIOR TO THEIR
USE. REQUESTS WILL BE REVIEWED ON A CASE BY CASE BASIS AND IF APPROVED, LIMITATIONS ON USE WILL BE PROVIDED BY THE DEC.
C. SPECIAL PROJECT AREAS -
THERE ARE. NO SPECIAL PROJECTS, LOCATED BEYOND THE OWNER PERMITTED PRO,ECT AREA, REQUIRING INSPECTION AND MAINTENANCE
ASSOCIATED WITH THIS CONSTRUCTION PROJECT,
D, NON-STORMWATER DISCHARGES - THE GENERAL PERMIT FOR, STORMWATER DISCHARGES. ASSOCIATED: WITH CONSTRUCTION ACTIVITIES PROHIBITS
MUST NON-STORMWATER DISCHARGES DURING THE CONSTRUCTION PHASE. ALLOWABLE NON-STORMWATER DISCHARGES THAT OCCUR WRING
B
CONSTRUCTION CON THIS: PROJECT, ARE INCLUDED IN THE GENERAL PERMIT.
BEST MANAGEMENT PRACTICES (BMPS) MUST BE IMPLEMENTED FOR THE GENERAL. PERMIT ALLOWABLE DISCHARGES FOR THE DURATION W THE
PERMIT. THE T€CHNIQ S DESCRIBED IN THIS FOCUS ON PROVIDING CONTROL F POLLUTANT DISCHARGES WITH PRACTICAL
H QUE SC. q
APPROACHES THAT UTILIZE READILY AVAILABLE EXPERTISE. MATERIAL, AND EQUIPMENT.
EXPERTISE
NON-STORMWATER COMPONENTS OF SITE DISCHARGES MUST BE UNCONTAMINATED NON-TUEBID WATER. ALL NON-STORMWATER DISCHARGES
-
MUST BE ROUTED TO A STORMWATER CONTROL PRIOR TO DISCHARGE WATER USED F tCONSTRUCTION WHICH DISCHARGES FROM THESITE
MUST ORIGINATE NATEFROM APUB ♦C WATER SUPPLY OR PRIVATE PL APPROVEDTHE HEALTH DEPARTMENT, WATER USED FOR
CONSTRUCTION THAT DOES NOT ORIGINATE FROM AN APPROVED PUBUG SUPPLY MUST NOT DISCHARGE FROM THE SITE, IT AN BE RETAINED IN
RETENTION PONDS UNTIL IT INFILTRATES OREVAP RATES. N NON -SIT RMWATRIS DISCHARGED FROM THE SITE 3T MUSE BE DONE IN A
MANNER SUCH THAT IT DOES NOT CAUSE EROSION OF THE SOIL DURING DISCHARGE
PRDCESSWATER SUCH AS POWER WASHING WATER AND CONCRETE CUTTING EFFLUENT, AMONG OTHERS. MUST. BE COLLECTED FOR TREATMENT
AND DISPOSAL. 11 MUST NOT BE FLUSHED INTO THE SITE STORM DRAIN SYSTEM OR DISCHARGED OFF -SITE.
E DISCHARGE PORTS ALL DISCHARGE POMTSMUST DE INSPECTED TO D€ERMNE WHETHER EROSION AND SEDIMENTAnON CONTROL MEASURES
ARE EFFECTIVE INPREVENTING DISCHARGE OF SEDIMENT FROM THE SlEAND OR IMPACTS TO RECEIVING WATERS. SEDIMENT ACCUMULATION
70WNGRAD£NT OF DISCHARGE LOCATIONS SHALL BE RPORTED AS A SEDIMENT DISCHARGE(SEE AP END X E - TAB 14 SEDIMENT RELEASES.
P nG T PREVENT U CONTACT
THE 02370 SPECIFICATION) AND THE POTENTIAL UPSTREAM CRUISE SHALL DE ACED O RT E TURF OCCURRENCE. CON AC
�TERMINE
THE GM, CEC AND SWCT TO DISCHARGED T
THE APPROPRIATE ACTION FOR CLEANUP OF DISCHARGED SEDIMENT THAT MAY BE OUTSIDE OF THE LIMITS
OF DISTURBANCE. SEE SAMPLING' AND MONITORING OF EFFLUENT PLAN (IF APPLICABLE).
G
EROSION AND SEDIMENT
A. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES. AS REWIRED BY THIS STORM WATER POLLUTION PREVENTION PLAN,
ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDNONS AT NO ADDITIONAL COST OF OWNER
THROUGHOUT R C ONS'RRUCTINL
ALL PHASES
C HA OF C
B. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL. OF
PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER,
C. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED
WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES.
D CONTRACTORS TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE NTH SWPPP IMPLEMENTATION SEQUENCING, OR AS REOUIRED BY THE
APPLICABLE GENERAL PERMIT. NO UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BEPERMITTED.
E. ALL DENUDED/BARE AREAS THAT WILL BE INACTIVE. FAR 4 DAYS OR MORE, MUST BE STABILIZED. IMMEDIATELY UPON COMPLETION OF MOST
F' - MA A G AIN VARIETIES, STRAW / HAY MULCH WOOD CELLULOSE
REGENT GRADING ACTIVITY, WITH THE USE OF AST GERM TWIG ANNUAL RA55/GR ES, f
D
FIBERS, TACKIFIERS, NETTING AND/OR BLANKETS, COMPLETION MUST BE ACHIEVED MTHTN 4 DAYS,
F DISTURBED POSITIONS OF THE S{TE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY- STOPPED SHALL BE PERMANENTLY STABILIZED AS
IMMEDIATELY, .ANC Pt£ NO LATER THAN 14
SHOWN ON THE PLANS. THESE AREAS :SHALL. BE SEEDED,. SODDED, AND/OR VEGETATED.COMPLETED
DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING M THESE AREAS. REFER TO THE GRADING PLAN AND/OR LANDSCAPE. PLAN,
G. SLOPES SHALL BE. LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION, TEMPORARY
AND/OR PERMANENT STABILIZATION :SHALL BE APPLIED PER ABOVE REQUIREMENTS.
H DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE
EROSION AND SEGMENT CONTROL MEASURES (SILT FENCES,. ETC.) TO PREVENT EROSION AND POLLUTANT DISCHARGE OFF -SITE.
I,. ALL MEASURES STATED ON THIS SITE MAP, :AND: IN THE STORM WATER POLLUTION PREVENTION PLAN; SHALL BE MAINTAINED IN FULLY
FUNCTIONAL CONDITION UNTO.. NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABIL1ZAToN OF THE SITE. ALL EROSION
AND SEDIMENTATION CONTROL MEASURE'S SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE NTH THE CONTRACT DOCUMENTS OR
THE APPLICABLE PERMIT, WHICHEVER. IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE SITE PLANS.
J. STORM WATER POLLUTANT CONTROL MEASURES INSTALLED DURING CONSTRUCTION, THAT WILL ALSO PROVIDE STORM WATER MANAGEMENT
BENEFITS AFTER CONSTRUCTION,. ARE INCLUDED IN THE CONTRACT DOCUMENTS, THE SITE SPECIFIC POST CONSTRUCTION STORM WATER
OPERATION AND MAINTENANCE (O&M) MANUAL IS INCLUDED IN THE CONTRACT DOCUMENTS.
K. ALL CONTROLS AND: SYSTEMS MUST BE INSTALLED AND FUNCTIONING AS DESIGNED AND FREE OF ACCUMULATED SEDIMENT AND DEBRIS DURING
FINAL PROJECT INSPECTION AND APPROVAL
E
HAZARDOUS MATERIAL
MANAGEMENT & SPILL REPORTING
ANY HAZARDOUS OR. POTENIIALLY HAZARDOUS MATERIAL THAT IS BROUGHT ONTO THE CONSTRUCTION SITE SHALL BE HANDLED PROPERTY 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 GFR 1926.152. ONLY APPROVED CONTAINERS AND
PORTABLE TANKS SHALL. BE USED FOR STORAGE AND HANDLING OF FLAMMABLE AND COMBUSTIBLE LIQUIDS.
MATERIAL SAFETY DATA SHEETS (MSOS) 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 MATERNAL. 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.
F
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.
A 'N RECORD Y SPILL AND ASSOCIATED CLEAN -OP ACTIVITIES OFPETROLEL44 PRODUCTS OR HAZARDOUS
THE SHALL PREPARE WRITTEN E Of AN
.
..I S. OFT GALLON TALE QUANTITIES, WHICHEVER IS LEI$,. ON. ONE OF LtiE SPILL. THE GC SHALL
MATERIALS N EXCESS
RI
AVAI NOTICE
..
ANY E
TO OWNER,. YHA THE ONLINE CRITICAL INCIDENT REPORT, IMMEDIATELY UPON IDENTIFICATION OF ANY SPILL. SPILL REPORT FORMS ARE AVAILABLE IN
INCIDENT
THE ONLINE SWPPP REPORTING SYSTEM PRQNDED BY THE OWNER COPIES OF SPILL CRITICAL. INCIDENT REPORTS SHOULD BE PRINTED AND
MAINTAINED M THE JOBSPE BINDER
ANY SPILLS OF PETROLEUM PRODUGTS 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
NEW BERN.
TO MINIMIZE THE POTENTIAL FOR A SPILL OF PETROLEUM PRODUCT OR HAZARDOUS MATERIALS TO COME IN CONTACT NTH STORMWATER,. THE
FOLLOWING STEPS SHALL BE IMPLEMENTED:
I)ALL MATERIALS WITH HAZARDOUS PROPERTIES, SUCH AS PESTICIDES, PETROLEUM PRODUCTS, FERnUZERS; 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 J08 SITE AND SCHEDULED FOR DELIVERY AS CLOSE TO
TIME O USE AS PRACTICAL.
3) A. SPILL CONTROL AND CONTAINMENT KIT (CONTAINING FOR EXAMPLE, ABSORBENT MATERIAL SUCH AS KITTY UTTER OR SAWDUST, ACID;. BASE,
G
NEUTRALIZING AGENT, BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, PLASTIC AND METAL TRASH CONTAINERS, ETC.) SHALL BE
PROVIDED AT THE CONSTRUCTION. SITE AND ITS LOGATION(S) SHALL. BE IDENTIFIED NTH LEGIBLE SICNAGF AND SHOWN ON SITE MAPS.
OAHE 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.
bP CONTENTS SHALL BE INSPECTED DAILY DURING THE DAILY STORMWATER INSPECTION:.
4) ALL PRODUCTS SHALL BE STORED IN AND USED FROM THE ORIGINAL CONTAINER NTH THE ORIGINAL PRODUCT LABEL. CONTAINERS MUST BE
STORED IN A MANNER It PROTECT THEM FROM THE ELEMENTS AND INCIDENTAL DAMAGE.
5) ALL. .PRODUCTS SHALL BE USED IN STRICT COMPLIANCE NTH INSTRUCTIONS ON THE PRODUCT LABEL.
6) THE DISPOSAL OF EXCESS OR USED PRODUCTS SHALL BE IN STRICT COMPLIANCE NTH INSTRUCTIONS ON THE PRODUCT LABEL AND
REGULATIONS,.
H
GENERAL CONSERVATION NOTES
AND SPECIFICATIONS C CATIONS
L 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 RLT RED.
C. ANY SEDIMENT THAT IS TRACKED ONTO THE ROAD MUST BE CLEANED OFF BEFORE THE. END OF THE DAY.
D, DISTURRED AREAS ON WHICH EARTHMOVTNG ACTIVITIES HAVE CEASED AND WHICH WILL REMAIN EXPOSED SHALL BE STABILIZED
E, AREAS. THAT FAIL TO GERMINATE MUST BE RE -SEEDED OR MULCHED.
F. WHERE. DISTURBED AREAS ARE DIFFICULT TO STABIUZE NETTING MOULD 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 SFOMFNTATION. MUST RE MAINTAINFII PPf PURTY MAWWNANrF uIHST run Imir IN -
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-NETIING, 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
1. THE CONTRACTOR MUST DEVELOP AND COORDINATE PITH OWNER AND HAVE APPROVED BY THE COUNTY CONSERVATION DISTRICT, 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 COUNTY CONSERVATION DISTRICT 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 NTH 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.
L, THE CONTRACTOR IS RESPONSBLE TO MAINTAIN SOIL. STABILIZATION THROUGHOUT CONSTRUCTION. ADDITIONAL ME ASURES REWIRED TO
ENSURE -SITE AND OFF -SITE STABILIZATION ADJACENT N TO ON M AND TO CONSTRUCTION N A SHALL BE THE NE RESPONSIBILITY THE
ACTIVITIES LE ESPONSIBIL TY OF
CONTRACTOR AND HALL � AT NO COST TO THE OWNER. IMMEDIATE NOTIFICATION SHALL BE GIVEN TO THE OWNER AND ENGINEER. SHOULD
ADDITION STABILIZATION MEAN NECESSARY. I' A A TIES BEN ACCORDANCE WITH THE NPDES OR SWPPP REQUIREMENTS FORE ROJECT.
AND/ STHE P
II, STANDARD GRADING
A. DEFINITION: RESHAPING E ROUND Y THE GROUND SURFACE B ..GRADING TO PLAN GRADES WHICH A DETERMINED TOPOGRAPHIC SURVEY
RE DETER ED BY TOPOGR 1 VE AND
LAYOUT. 1. PROVISIONS SHALL BE MADE TO SAFELY CONDUCT SURFACE WATERFULL SLOPES.
STORM DRAINS OR SUITABLE WATER COURSES AND TO
PREVENT SURFACE RUNOFF FROM DAMAGING UT FACES AND FULL M DING C CE TI SLOPES.
2. ADJOININGPROPERTY SHALL BE PROTECTED :R OM EXCAVATION AND
FILLING OPER
ATIONS,
8. INSTALLATION REQUIREMENTS
I. AMBER, LOGS, BRUSH, STABILITY
ROCKS, STUMPS AND VEGETABLE MATTER D DI WILL INTERFERE WITH THE GRADING OPERATION OR
DISPOSAL
PLANNED S A ITT
AFFECT
THE LAN D T 81L OR FILL AREAS SHALL BE REMOVED AND I ACCORDANCE WITH STANDARD FOR
DISPOSED O N CGORA CE
DISPOSAL OF MATERIALS
2. FILL MATERIAL IS TO BE FREE OF BRUSH RUBBISH TIMBER LOGS VEGETATIVE VE MATTER AND STUMPS AMOUNTS THAT WI
LL BE
DETRIMENTAL TO CONSTRUCTING STABLE FI LLS.
3, ALL FILLS SHALL BE COMPACTED SUFFICIENTLY FOR THEIR INTENDED PURPOSE AND AS REQUIRED TO REDUCE SUPPING 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' ITEM I.D. ABOVE) OIL STANDARDFOR UTILITY TRENCHEXCAVATION
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 BACKFILLMG 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 BACKFILUNG BEGINS,
0. ON THE DAY FOLLOWING PIPE PLACEMENT AND TRENCH. B CKFILLI THE DISTURBED R AN A NG AREA WILL BE GRADED TO FINAL CONTOURS D
APPROPRIATE TEMPORARY EROSION AND SEDIMENT POLLUTION CONTROL MEASURE FMULCHING
U S FACILITIES WILL BE INSTALLED. SEEDING AND
OF ALL DDSTURBED AREAS WILL BE DONE IMMEDIATELY.: /
E WORK CREWS AND EQUIPMENT FOR TRENCHING PLACEMENT PIPE PLUG CONSTRUCTION
W OF AND OPERATIONS,
LUNG WILL BE SELF CONTAINED AND
ON A
SEPARATE FORM CLEARING: AND GRUBBING AND SITE. RESTORATION AND STABILIZATION - Z HE OPERATIONS.
F. ALL SOIL EXCAVATED FROM THE TRENCH WILL REPLACED ON THE UPHILL SIDE OF THE TRENCH,
IV, STAW6N FOR TEMPORARY STABILIZATION
A. STANDARD. FOR TEMPORARY STABILIZATION NTH FIBERMULCi
1. MULCHING IS MOST APPLICABLE TO THOSE AREAS SUBJECT TO PERIODIC DISTURBANCE AND REWORKING. IN ADDITION, STABILIZATION
NTH FIBER 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 UN -CHOPPED OR HAY T 3.0 N A 3 TONS PER ACRE TONS PER ACRE BETWEEN NOVEMBERACCORDANCE
7 AND MARCH t)
SPREAD UNIFORMLY AND ANCHORED WITH LIQUID MULCH BINDER. KINDER PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE
PRODUCT MANUFACTURER'SSPECIFICATIONS, .
B. HYDROMMMEDIA: USE IS LILTED TO FLATTER SLOPES AND RURING OPTIMUM E LOSS PERIODS M SPRING AND FALL. TO
MULCH BINDERS,,
APPLY ACCORDANCE
NTH AFTER PLACEMENT IF HAY OR STRAW MULCH TO MINIMIZE LOSS BY WIND OR WATER. PRODUCTS TO BE INSTALLED IN
ACCQRANCE NTH MANUFACTURER SPECIFICATIONS.
B. STANDARD FOR TEMPORARY :STABILIZATION WITH SEED
1. DISTURBED AREAS WHICH ARE NOT AT FINISHED GRADE AND WHICH WILL BE REDISTURBED WITHIN TWELVE (12) MONTHS: MUST BE
SEEDED AND MULCHED IMMEDIATELY WITH A TEMPORARY COVER.
2. ALL AREAS TO BE PERMANENTLY SEEDED SHALL ALSO RECEIVE TEMPORARY SEEDING CONCURRENTLY.
3. SEEDBED PREPARATION FOR TEMPORARY SEEDING
A. PERFORM ALL CULTURAL OPERATIONS AT RIGHT ANGLES TO SLOPE.
B, APPLY AGRICULTURAL LIME AT A RATE OF 1 TONE PER ACRE
C. APPLY 10-10-.10 FERTILIZER A RATE OF 500 POUNDS PER ACRE
D. WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF FOUR (4) INCHES.
C, SEEDING: SEE SEEDING SPECIFICATIONS
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 BETWEEN 5-5
AND 7 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 OR OTHERWISE LOOSENED TO A DEPTH OF 3-5 INCHES TO
PROVIDE A GOOD BOND NTH THE TOPSOIL-
2 APPLYING TOPSOIL
A. TOPSOIL SHOULD BE HANDLED ONLY WHEN IT IS DRY ENOUGH TO WORK MTHWT DAMAGING SOIL STRUCTURE:
B: ALL DISTURBED TOPSOIL ON -SITE IS TO BE REDISTRIBUTED ON-STHE IN AREAS NOT COVERED BY IMPERVIOUS SURFACES NO REMOVAL OF
TOPSOIL PS ALLOWED UNLESS. APPROVED BY THE. TOWNSHIP, UNIFORM APPLICATION TO A DEPTH OF 4-8 INCHES (UNSETTLED) 15
RECOMMENDED. SOIL$ 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 SO OR MORE
3. SEEDBED PREPARATION
A.: A SOIL TEST SHALL BE CONDUCTED TO ACCURATELY DETERMINE NECESSARY SOIL AMENDMENTS.
S. PERFORM ALL CULTURAL OPERATIONS AT RIGHT ANGLES: TO SLOPE..
C: SOIL MWIFICATGNIS.
1. APPLY 10-10-40 RATED FERTILIZER At A RATE OF 1000 POUNDS PER ACRE - POUNDS PER 100 ARE ET OR AS
1 A E OR ?5 PW Q SW FEET.
DIRECTED BY U TEST.
2, APPLY AGRICULTURAL LIME AT A RATE OF 8 TONS PER ACRE OR 240 POUNDS PER 1000 SQUARE FEET, OR AS :DIRECTED BY SOIL
TEST.
D. WORK UME 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.
E. REMOVE FROM THE SURFACE ALL STONES ONE INCH€ (t') OR LARGER IN ANY DIMENSION, REMOVE ALL OTHER DEBRIS, SUCH AS WIRE. CABLE,
TREE ROOTS, PIECES OF CONCRETE, CLODS, LUMPS OR OTHER UNSUITABLE MATERIAL,
F. INSPECT SEEDBED JUST .BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RE -TILLED AND FIRMED AS
ABOVE.
- 4. SEEDING: SEE SEEDING SPECIFICATIONS
e: 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).
0. 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 OX OF THE STRIP_ BROKEN PADS OR TORN AND UNEVEN ENDS WILL NOT BE ACCEPTABLE.
E. A SOD OF KENTUCKY 31 TALL FESCUE NTH BLUEGRASS, OR A FESCUE BLEND IS PREFERRED.
F. ONLY MOIST FRESH UNHEATED SOD SHOULD BE USED. SOD SHOULD BE HARVESTED, DELIVERED VERED EL AN INSTALLED WITHIN A PERIOD OF
D
36 HOURS.
2; SITE PREPARATIONS: SEE SPECIFICATION FOR SEEDING & SOIL TREATMENT FOR PERMANENT VEGETATIVE COVER (ITEM V.A. ABOVE)
3. SOD PLACEMENT
A SOD STRIPS SHOULD BE LAID ON. THE CONTOUR, NEVER UP AND DOWN THE SLOPE, STARTING AT THE 80TFOM 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 NTH 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 PECS, WORE STAPLES OR A BIODEGRADABLE FASTENER.
E. SURFACE WATER CANNOT ALWAYS BE DIVERTED FROM FLOWING OVER THE FACE Of THE SLOPE, BUT A CAPPING STRIP OF HEAVY ,CUTE OR
PLASTIC NETTING PROPERLY SECURED, ALONG THECROWN 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 WATEREDUNTIL MOISTURE PENETRATES THE SOIL LAYER BENEATH SOD TO A. DEPTH
OF 4 INCHES. MAINTAIN OPTIMUM MOISTURE FOR AT LEAST TWO WEEKS.
4. FOLLOW-UP INSPECTION: AFTER THE FIRST GROWING SEASON, THE SOD SHOULD BE INSPECTED TO DETERMINE IF ADDITIONAL
FERTIUZATION OR LIMING IS NEEDED.
SEEDING S G
A SEED MIXTURES: SEED MIXTURE TO 8E USED ON THIS SITE SHALL CONSIST OF ME FOLLOWING UNLESS OTHERWISE NOTED ON THE PUNS, RATES ARE IN THE FORM OF
PONDS PER ACRE (LB/A) PER PURE UVE SEED (POUNDS / ACRE PLS) WHTRACTOR TALL NEED TO ADJUST AOCOMMOLY BASED ON THE SEED GERMINATION AND
PURITY RATING (ME ITEM R3 BELOW)-
B. TEMPORARY SEED MIXTURES DISTURBED AREAS WHICH ARE NOT AT FINISHED GRADE AND WHICH WILL BE DISTURBED AGAIN WITHIN iWIELW (12) MONTHS MUST BE MEIN
WITH A TEMPORARY SEEDMIXTURE -AS FOLLOWS'.
RYE GRAIN (25POUNDS -/ ACRE. PUS)
ORWREAT PER 555 (25 POUNDS / ACRE PLS)
OR'ROANE WHEAT (25 POUNDS / ACRE PLS)
G PERMANENT SEEDING SHALL. CONSIST OF A WAPGRARY SEED MIXTURE (SEE ABOVE) AS A NURSE CROP PLUS A PERMANENT SEED MIXTURE AS FOLLOWS (VALUES IN LBS./
ACREL MARCH 1 - AUGUST 31:
TALL FESCUE 50 LOS
PLUS CENTPLDE, TG LES
PLUS BERMUDA GRASS (MU 0), 25 LBS
11. SEPTEMBER I. - FEBRUARY 29:
TALL FESCUE 50 LBS
PLUS CENTIPEDE. 10 LBS.
PLUS BERMUDA CRASS (UNHUO.ED). 35 LBS
D. PURE DVE SEER
i. SEED USED FOR THE PURPOSE OF PERMANENT5TABNJZATON SHALL RE LABEL® WIOT UERMINAOON AND PtMETY .PERCENTAGES
2. UNLABELED SEED WILL BE REJECTED. SEED SNAIL NOT BE USED MORE IRAN ONE (1) YEAR BEYOND ONE LABEL DATE
3. DETERMINING ONE PERCENT PURE LOVE SEED (PERCENT PLS) OF A UBFJ.ED SEED MULTWPLY BY THE PERCENTAGE OF PURE
4 SEED BY THE PERCENTAGE OF G19RMNAVON AND DIVIDE THE RESULT BY 1W ( DIPURE X.'XGERWiARON) / 100 )
5. DETERMINING THE ACTUAL SEED RATE: SIMPLY DIMDE THE PERCENT PLS RATMG OF THE SEED INTO THE PLS REIXMMED. AS
6. NOTE ABOVE. ME RESULT M THE POUNDS OF SEED: REQUIRED. FOR EXAMPLE: F THE REQUIRED RAZE 15 64 POUNDS PLS. AND THE SEED IS RATED AT 35%
PLS, DIVIDE 94 BY B 35. TO GET 1829 POUNDS,. WHICH IS THE AMOUNT OF THAT SEED WQIIHEO PER ACRE.
E APPLICATION OF SEED+
I. SEW SHALL. RE APPLIED IN A NON-COWACTED. R9UUGHENED TOPSOIL
2. SEED MAY SE APPLED THROUGH ANY OF THE FOLLOW4NG MEANS AND METHODS, OR OTHER ACCEPTED INDUSTRY PRACTICES,
3. UNLESS .SPECIFICALLTHESE PLANS,
NOTED OTHERWISE' ON TPLANS;
4, DRILL Smwo
5. BROADCAST SEEDING (PAN CIREOTIONS)
P. HYORGSMINNG (TWA OIRECTICRS)
F. ALL SEED SHALL BE 1710PORARILY OR P6TMANENAY STASIDJM UNTIL A 70% PERENNFAL COVER IS ACHIEVED:
1. TEMPORARY STAMLIZATODN WITH STRAW
4 STRAW MULCH SHALL. BE APPLIED ON TOP OF THE FRESHLY SEEDED AREAS AT A RAZE OF 3 TONS PER ACRE (4 TONS PER ACRE BETWEEN. NOWM9ER 1ST AND
MARCH 1ST),
b. STRAW SNALL. BE STA&UMD'WITH A WOOD OR PAPER RWR MULCH AND TACKIFER SOLUTION IN ACCORDANCE WITH THE PRODUCT MANUFACTURER'S
SPECIFICATONS:
2. TEMPORARY/PEMMANENT STABILIZATION WIN EROSION CNNTROI. MATTING/BLANKETS WERE SPECIFIED).
a MATTINO/BLANI(ETS SHALL BE INSTALLED. IN AREAS AS NOTED LINT THE EROSION k SEDIMENT. CONTROL PLAN OR WIOTW SG FEET OF PONDS, STREAMS OR
WETLANDS RE PRODUCT SHALL BE INSTALLED AND STAPLED ON TOP OF THE SEEDING IN ACCORDANCE V4114 MANUFACTURER SPECIDCATICNS.
b. AREAS WITH MATDNG/KMKETS SHALL NOT BE TRACKED. (CATWNURED) AFTER INSTALLATION.
c MATTNG/BLAFWIETS SHALL BE VISUALLY INSPECTED DAILY TO ENSUW MAT IRE PRODUCT IS 11 N 11009I0 PROPERLY. IS HELD FAST TO THE SOIL SURFACE AND
IS IN COW CONDITION.
G ONCE SEED HAS BEEN SET. VEHICULAR TRAFFIC OR OTHER SOURCES OF COMPACTION SHALL BE AVOIDED
H. IRRIGAICK: NEW SEED APPLICATIONS SHOULD BE SUPPLIED WITH ADEQUATE WATER, A MINIMUM OF X* TWICE A DRY, UNTIL VEGETATION IS WELL ESTABDSLm (A MINIMUM
OF 75% COVER)-
MATERIAL MANAGEMENT NOTES
A. SOLID WASTE DISPOSAL - SUBSTANCES THAT HAVE THE POTENTIAL FOR POLLUTING SURFACE AND/OR GROUNDWATER MUST BE CONTROLLED BY
ANY MEANS NECESSARY TO ENSURE THAT THOSE DO NOT DISCHARGE FROM THE SITE. IN THIS REGARD, POTENTIALLY POLLUTING SUBSTANCES
SHALL BE STORED AND HANDLED IN A MANNER CONSISTENT WITH THE RISK OF IMPACT THOSE REPRESENT, AND ACCORDING WITH THE
REGULATIONS.
NO SOLID MATERIALS, INCLUDING BURRING MATERIALS, ARE ALLOWED TO BE DISCHARGED FROM THE SITE WITH SIORMWATER. ALL SOLID WASTE,
INCLUDING DISPOSABLE MATERIALS INCIDENTAL TO THE CONSTRUCTION ACTIVITIES, MUST BE COLLECTED AND PLACED IN CONTAINERS, RUBBISH,
TRASH, .GARBAGE, LITTER; OR OTHER SUCH MATERIALS $HALL BE DEPOSITED INTO SEALED CONTAINERS MATERIALSSHALL BE PREVENTED
FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE.
THE CONTAINERS SHALL BE HAULED AWAY FROM THE SITE AND EMPTIED WHEN THOSE .BECOME 95X FULL, OR AS NECESSARY, BY A CERTIFIED
TRASH DISPOSAL SERVICE LIDS OR COVERS FOR THE CONTAINERS SHALL BE PROVIDED FOR USE DURING RAIN EVENTS TO PREVENT WASTE
CONTACT WITH STORMWATER, WASTES THAT CANNOT BE STORED IN A CONTAINER MUST BE STORED UNDER COVER OR INDOORS, THE
LOCATION. OF SOLID WASTE RECEPTACLES SHALL BE SHOWN ON THE SITE MAPS,
B. SANITARY FACILITIES - ALL. PERSONNEL INVOLVED WITH CONSTRUCTION ACTIVITIES MUST COMPLY WITH STATE AND LOCAL SANITARY OR SEPTIC
SYSTEM REGULATIONS. PORTABLE TOILETS MUST BE LOCATED AT LEAST 30 FEET FROM INLETS, CHANNELS. SWALES, OR PERMITTED LIMITS OF
DISTURBANCE, AND MUST BE LOCATED AT LEAST 50 FEET FROM WATERS OF THE STATE, OR WATERS. OF THE U.S. PORTABLE TOILETS MUST
BE SECURELY ANCHORED AND/GR TIED DOWN. SECONDARY CONTAINMENT SHALL BE PROVIDED AND FULL CAPACITY SHALL. BE RESTORED
IMMEDIATELY UPON DISCOVERY OF ITS DIMINISHMENT. THE LOCATION OF SANITARY FACILITIES SHALL BE SHOWN ON THE SITE MAPS.
C. TEMPORARY PARKING - THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION. (SUITABLE .FOR PARKING- AND
STORAGE). THIS MAY REQUIRE ..PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AREA AS CONDITIONS DEMAND.
D. MATERIAL STORAGE AREAS - MATERIAL STORAGE AREAS SHOO BE LOCATED, WHEN POSSIBLE,
SHOULD ORI D. TE GHAT A TO MINIMIZE EXPOSURE O WEATHER.
OF, OR THE SHALL EVALUATEDISTURBEDAREAS AND. AREAS USED FOR STORING MATERIALS FROM
ARE SITE.
IF TO. RAINFALL FOR EVIDENCE.
OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM OR DISCHARGING FROM THE SITE. S NECESSARY, THE MATERIALS
MUST BE COVERED OR RUNOFF
COVERS MUST BE REPAIRED OR GC SHALL ADHERE
ALSO, STATE
BERMS MUST BE CONSTRUCTED. IF
NEEDED, TO -----IN RUNOFF FROM MATERIAL STORAGE AREAS. GC SHALL ADHERE TO ALL STATE AND LOCAL. REGULATIONS PERTAINING TO
CHEMICALS PAINTS,. SOLVENTS. FERTILIZERS, AMID OTHER TOXIC MATERIALS MUST BE. STORED M WATERPROOF CONTAINERS. EXCEPT DURING
APPLICATION, CAnQN THE CONTAINERS AND THE CONTENTS MUST BE KEPT TRUCKS OR INSIDE OF STORAGE EAOIUTIES RUNOFF CONTAINING MMC SUCH
MATERIAL MUST BE COLLECTED. REMOVED FROM THE SITE, TREATED, AND DISPOSED OF AT AN APPROVED SOLID" WASTE AND CHEMICAL
DISPOSAL FACILITY.. E. CEMENT. AND CONCRETE WASTE MANAGEMENT; CONCRETE WASHOUT - CONCRETE WASTE MANAGEMENT PERTAINS TO WASTE FROM CONCRETE
READY -MIX TRUCKS. MASONRY OPERATIONS, AND SIMILAR WASTE.
DISCHARGE
E
DISCHARGE EXCESS WASTE CONCRETE AND OR WASH A OF OR WATER FROM. CONCRETE TRUCKS R NOT ALLOWED AT / RUC THE CONSTRUCTION SITE.
ONLY COMMERCIALLY AVAILABLE GROUND PORTABLE CONCRETE ND WASHOUT CONTAINERS ARE ALLOWED AND MUST BE A14D A F FROM
VEHICLE TRAFFIC AND CLEARLY IDENTIFIED BY LEGIBLE SIGNAGE,AND MUST LOCATED
BE L TE OUTSIDE OF VEGETATED WASHO ERS AND AS FAR AS
PRACTICABLE FROM TER CONVEYANCES AN ABL FR STORMWATER ON CES D IMPOUNDMENTS AND. WATER BODIES, PORTABLE CONCRETE WASHOUT CONTAINERS SHALL
CONTAIN AND/OR ACTIVELY MANAGE BOTH, D FLU COMPONENTS TH SDU AND tB OF THE MIX, CONCRETE FL T CONTAINERS /SHWMUST BE CLEANED
OR EXCHANGED WHEN THE REMAINING VOLUME IS : REDUCED BY BSX TO PREVENT ANY POTENTIAL OVERFLOW IN ASTORM EVENT
ALTERNATIVELY WASTE CONCRETE CAN BE PLACED . C€ INTO FORMS T0 MAKE RIP RAP AND/OR OTHER
N
USEF
UL CO
NCRETE PRODUCTS. PORTABLE CONCRETE WASHOUT CONTAINERS SHALL BE DISPOSED IN ACCORDANCE WITH APPLICABLE STATE AND FEDERAL RE UIOTHE
S RESPONSIBLE FOR ASSURING THAT THESE PROCEDURES APPLICABLE LAWS AND ENVIRONMENTAL REWLA11ONS ARE FOLLOWED. THE
LOCATION OF CONCRETE WASHOUT CONTAINERS SHALL BE SHOWNON THE SITE MAPS.
F. MASONS' AREA - THE GC SHALL IDENTIFY MASONS' AREA NTH LEGIBLE SIGNAGE ON THE SITE. TO THE EXTENT PRACTICAL, ALL. MASONRY
TONS, MATERIAL, INCLUDING SAND AND SACKED CEMENT AND/OR MORTAR MATERIALS. MIX. AND EQUIPMENT SHALL BE LOCATED WITHIN THE
AREA IDENTIFIED. MATERIALS VULNERABLE TO WEATHER ELEMENTS SHALL BE STORED M CONTAINERS AT THE END OF EACH WORK DAY; SUCH
MATERIALS SHALL REMAIN STORED IN CONTAINERS WHEN NOT IN USE,
RUNOFF CONTROL., SUCH AS DIVERSION BERMS, SILT FENCE; SILT DIKE, OR OTHER MEANS OF CONTAINMENT SHALL BE PROVIDED: TO PREVENT
THE MIGRATION OF 5TORMWATER POLLUTANTS FROM THE MASONS AREA. COVERED RECEPTACLES FOR DEBRIS AND TRASH DISPOSAL SHALL
ALSO BE PROVIDED,
THE MASONS' AREA SHALL MEET OSHA AND OTHER REGULATORY REQUIREMENTS FOR PERSONAL PROTECTIVE EQUIPMENT (PPE), FIRE
EXTINGUISHERS, .ETC. OC SHALL PROVIDE SCREENING OR OTHER TECHNOLOGIES FOR MASONS' AREA TO PREVENT AIRBORNE TRANSPORT OF
CEMENT. DUST AND OTHER PARTICULATES DUE TO HIGH SPEEDWI ND OR OTHER I110NS. THE LOCATION
CORD LOCH ON OF THE MASONS' AREA SHALL BE
SHOWN : ON THE SITE MAPS.
G. FUEL TANKS THE GC SHALL. IDENTIFY FUELING AREAS NTH LEGIBLE REGULATIONS.
ON THE SITE. SINGLE R 51 TEMPORARY ON -SITE FUEL TANKS .FOR
CONSTRUCTION VEHICLES SHALL MEET ALL LOCAL, STATE AND FEDERAL REGULATIONS. ALL TANKS SINGLE AND DOUBLE WALLED, SHALL BE
PROVIDED WITH SECONDARY CONTAINMENT (THAT IS CONTAINMENT EXTERNAL TO AND SEPARATE FROM PRIMARY CONTAINMENT). TANKS SHALL
HAVE APPROVED SPILL CONTAINMENTWITH THE CAPACITY REQUIRED BY THE APPLICABLE REGULATIONS. SECONDARY CONTAINMENT SHALL BE
CONSTRUCTED OF MATERIALS OF SUFFICIENT THICKNESS, DENSITY. AND COMPOSITOR SO AS NOT TO BE STRUCTURALLY WEAKENED AS A
RESULT OF CONTACT WITH THE FUEL STORED AND CAPABLE OF CONTAINING DISCHARGED FUEL. FOR A PERIOD OF TIME EQUAL TO OR LONGER
THAN THE MAXIMUM ANTICIPATED TIME SUFFICIENT TO ALLOW RECOVERY OF DISCHARGED FUEL. IT SHALL BE CAPABLE OF CONTAINING IIOX OF
THE VOLUME OF THE PRIMARY TANK IF A SINGLE TANK IS USED, OR IN THE CASE OF MULTIPLE TANKS, 150% OF THE LARGEST TANK OR 110%
OF THE AGGREGATE, WHICHEVER IS LARGER.
THE TANKS SHALL BE IN SOUND CONDITION, FREE OF RUST OR OTHER DAMAGE WHICH MIGHT COMPROMISE CONTAINMENT. FUEL STORAGE
AREAS .SHALL MEET ALL EPA, OSHA AND OTHER REGULATORY REQUIREMENTS. FOR SIGNAGE, FIRE EXTINGUISHERS, ETC, HOSES, VALVES,
FITTINGS, CAPS,. FILLER NOZZLES, AND ASSOCIATED HARDWARE SHALL BE MAINTAINED IN PROPER WORKING CONDITION AT ALL TIME$ TANKS
SHALL BE LOCATED TO MINIMIZE EXPOSURE TO WEATHER AND SURFACE WATER DRAINAGE FEATURES THE LOCATION OF FUEL TANKS SHALL BE
SHOWN ON THE SITE MAPS.
A SPILL PREVENTION. CONTROL AND COUNTERMEASURE (SPGC) PLAN MUST BE DEVELOPED IF ABOVEGROUND OIL STORAGE CAPACITY AT THE
CONSTRUCTIDN SITE EXCEEDS 1,320 GALLONS OR AS SPECIFIED BY STATE.
CONTAINERS NTH A STORAGE CAPACITY OF 55-GALLONS OR LESS ARE NOT INCLUDED WHEN CALCULATING SITE STORAGE CAPACITY. THE GC
SHALL WORK WITH THE DEC TO DEVELOP AND IMPLEMENT A SPCC PLAN IN ACCORDANCE WITH THE OIL POLLUTION PREVENTION REGULATION AT
TIRE 40 OF THE CODE OF FEDERAL REGULATIONS PART 112. (40 GEN 112).
H. EQUIPMENT CLEANING AND MAINTENANCE AREAS - THE GC SHALL DESIGNATE AREAS ON THE SITE MAPS FOR EQUIPMENT CLEANING,
MAINTENANCE, AND REPAIR. THE GC AND SUBCONTRACTORS SHALL UTILIZE SUCH DESIGNATED AREAS. CLEANING, MAINTENANCE, AND REPAIR
AREAS SHALL BE PROTECTED BY A TEMPORARY PERIMETER BERM, SHALL NOT OCCUR WITHIN 150 FEET OF ANY WATERWAY, WATER BODY OR
WETLAND, AND SHALL. OCCUR IN AREAS LOCATED AS FAR AS PRACTICAL FROM STORM SEWER INLETS. DRIP PANS SHALL BE USED FOR
VEHICLE MAINTENANCE ACTIVITIES AND RESULTANT WASTES SHALL BE DISPOSED OF IN ACCORDANCE WITH THE HAZARDOUS MATERIAL
MANAGEMENT AND SPILL REPORTING PLAN NOTES INCLUDED. ON THIS PLAN SHEET.
USE OF DETERGENTS FOR LARGE SCALE WASHING IS PROHIBITED (FOR EXAMPLE, WASHING VEHICLES, BUILDINGS, PAVEMENT SURFACES, ETC.).
ALL WASH WATER SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED.
NCDENR EROSION AND SEDIMENT
CONTROL NOTES
1, ON -SITE BURIAL PITS ARE NOT ALLOWED. AT ANY LOCATION WITHIN THE TOWN OF KERNERSVILLE.
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 ARES 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.:
B. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL, D.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 i:t(HGR(ZONTAL TO VERTICAL) OR
FLATTER, PERMANENT OP OF 3:1 SHOULD CONSTRUCTED SL ES QUID BE RWHEREMOWING
OWING IS DESIRABLE AND AS INDICATED. IF FILL MATERIAL IS
BROUGHT ONTO THE PROPERTY OR I WASTE MATERIAL IS HAULED FROM THE PROPERTY THEN THE CONTRACTOR SHALL DISCLOSE THE
LOCATION OF ANY ON -SITE AND/OR OFF -SITE BARROW LOCATION AR/09 WASTE BURIAL LOCATION TO THE EROSION CONTROL INSPECTOR.
10. ANY REPORT SUBMITTED TO NCDENR MUST ALSO BE SENT TO THE TOWN OF KERNERSVILLE 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 NTH EXISTING CONTOURS.
14. ALL DISTANCES ARE HORIZONTAL GROUND.
15. TOTAL DENUDED AREA - 6.52 AC
RL ANCHOR SILT FENCE WITH COMPACTED BACKFILL ON TREE PROTECTION ZONES. DQ 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-INSPEC71ON REPORT, AS WELL AS DETAILS OF THE SELF -INSPECTION PROGRAM, CAN BE FOUND ON THE
LAND QUALITY WESSITE IF YOU HAVE QUESTIONS OF THE SELF -INSPECTION PROGRAM, PLEASE CONTACT [phone].
11R
Ap
SCALE: i"=2000'
SITE LOCATION MAP
SCALE: IR=2000'
DEVELOPER /OWNERI 11:
2001 SE 10TH STREET
BENTONVILLE, AR
72716-5570
479-204-1195
SIAL CCONTRACTCR;
T:
VIVDRTANTT GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC,
SWPPP NOTES
REVISIONS
BY
PER CITY COMMENTS
CWS
PER OUT TO BED
CwS
____-n._-_-. �.__-_
PER ARCH. COORDINATION
CWS
PER NCDENR COMMENTS
PER WATER REVISIONS
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Revision Date: October 2$, 2013

1 1 2 1 3 1 4 1 5 1 6 1 7
8 1 9
IN
11
12
13
A
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F
G
H
PHASE 1 LIMITS OF WORK
N.T.S.
PHASE 2 LIMITS OF WORK
N.T.S.
SWPPP IMPLEMENTATION SEQUENCE
NOTE: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAY DOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, MASON'S
AREA, FUEL AND MATERIAL STORAGE AREAS/CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN
LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. IN ADDITION, NOTE ALL AREAS WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE SITE
MAPS.
NOTE: DOWN SLOPE PROTECTIVE MEASURES MUST ALWAYS BE IN PLACE BEFORE SOIL IS DISTURBED. ACTIVITIES ARE PRESENT IN THE ORDER OR SEQUENCE IN WHICH THEY ARE
REQUIRED TO BE COMPLETED.
PHASE 1
1. INSTALL THE SWPPP INFORMATION SIGN AND POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND WITHIN EASY ACCESS TO THE GENERAL
PUBLIC WITHOUT ENTERING THE SITE.
2. STAKEIFLAG 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 BMP&
4. INSTALL STABILIZED CONSTRUCTION EXIT(S) WITH SEDIMENT TRAPS, AND SET THE PROJECT OFFICE TRAILER.
5. INSTALL REMAINING PERIMETER SEDIMENT CONTROL BMI% AS SHOWN ON THE SITE MAPS. CLEAR ONLY THE MINIMUM AREA NECESSARY TO INSTALL PERIMETER
CONTROL BAEM
6. INSTALL SEDIMENT BASIN AND CONSTRUCT DRAINAGE SWALES, IN CONCERT WITH PREPARATION, STRIPPING, AND FILLING OF PROPOSED BUILDING PAD,
Y
CONTACT THE CEC TO PERFORM INSPECTION AND CERTIFICATION OF BMPS. BMP CERTIFICATION MUST OCCUR BEFORE STORMWATER PRE -CONSTRUCTION MEETING.
(THIS MAY SHOULD BE SCHEDULED IN ADVANCE, IN ANTICIPATION OF THE EXPECTED DATE WHEN THE ABOVE SEQUENCE ITEMS WILL BE COMPLETED.)
ALL EXCEPTIONS NOTED ON THE BMP CERTIFICATION FORM MUST BE ADDED AS DEFICIENCIES WITHIN THE BMP CERTIFICATION FORM AND RESOLVED WITHIN
24-HOURS. BMPS MUST NOT BE CERTIFIED IF ONE OR MORE OF THE EXCEPTIONS WILL NOT BE RESOLVED WITHIN 24-HOURS OF THE BMP CERTIFICATION BY THE CEC.
IF THE CEC IS UNABLE TO CERTIFY THAT SITE CONDITIONS ARE PER PLANS AND SPECIFICATIONS, THE CERTIFICATION OF BMPS MUST BE RESCHEDULED. THE
STORMWATER PRE -CONSTRUCTION MEETING MAY ONLY OCCUR AFTER BMPS CAN BE CERTIFIED.
GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT THE STORMWATER PRE -CONSTRUCTION MEETING WITH THE CEC, OWNER'S CONSTRUCTION MANAGER,
AGENCY(IES) AND SUBCONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION.
DAILY STORMWATER INSPECTION REPORTS IN THE ONLINE SWPPP REPORTING SYSTEM PROVIDED BY THE OWNER MUST START ON THE NEXT BUSINESS DAY AFTER THE
SITE BMPS & PRECONSTRUCTION MEETING CERTIFICATION IS SIGNED/CERTHTED BY THE CEC.
PHASE 2
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 TAME)
2. UPON STRIPPING ALL TOPSOIL, CONTRACTOR SHALL PERFORM LIME STABILIZATION IN ACCORDANCE WITH THE RECOMMENDATIONS MADE IN THE GEOTECHNICAL REPORT.
CONTRACTOR SHALL IMPORT STRUCTURAL FILL AS NECESSARY AND BEGIN BULK EARTHWORK ACTIVITIES.
3. BEGIN GRADING THE SITE.
4. CONTINUE WITH CONSTRUCTION OF BUILDING PAD AND STRUCTURES.
5. 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.
6. IMMEDIATELY PERMANENTLY STABII,i7.F AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE.
7. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, WET POND, FORBAYS, CURBS, AND GUTTERS. CONTRACTOR MAY COMMENCE WORK ON OFF -SITE IMPROVEMENTS UPON
COORDINATION WITH NCDOT.
8. INSTALL RIP RAP AROUND OUTLET STRUCTURES AS EACH OUTLET STRUCTURE IS INSTALLED.
9. INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED.
10. PREPARE SITE FOR PAVING.
11. PAVE SITE.
12. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES, PER BMP DETAILS.
13, COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS, INCLUDING OUT LOTS AND PONDS.
14. OBTAIN CONCURRENCE FROM THE OWNER CONSTRUCTION MANAGER (CM) 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
C. ASK THE CM TO CONTACT THE CEC TO COMPLETE THE CEC PRE -NOT SITE INSPECTION AND REPORT (ONLY CM MAY DO THIS).
15. CONTINUE DAILY INSPECTIONS AND REPORTS UNTIL THE CM FINAL DAILY INSPECTION REPORT, MARKED 'READY TO TERMINATE PERMFT', IS SIGNED BY THE CONSTRUCTION
MANAGER AND SUBMITTED VIA THE ONLINE SWPPP REPORTING SYSTEM PROVIDED BY THE OWNER.
NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION -RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE
BEEN COMPLETELY INSTALLED. BMP-RELATED STEPS IN THE ABOVE SEQUENCE ARE BOLDED FOR CLARITY. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE
SWPPP IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS.
THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR ON THE SOIL EROSION/SEDIMENATION
CONTROL OPERATION TIME SCHEDULE ON SHEET SW-5.
LEGEND
LIMITS OF DISTURBANCE
PERMITTED LIMITS OF DISTURBANCE
LIMITS OF WORK
MINIMIZATION OF DISTURBED AREAS:
1. CONTRACTOR SHALL MANAGE CONSTRUCTION ACTIVITIES TO
REDUCE EROSION AND RETAIN SEDIMENT AND OTHER POLLUTANTS
IN THE SOIL AT THE CONSTRUCTION SITE.
2. CONTRACTOR SHALL MINIMIZE THE TIME BARE SOIL IS EXPOSED,
3. CONTRACTOR SHALL MINIMIZE SITE DISTURBANCE BY MINIMIZING
THE EXTENT OF GRADING AND CLEARING TO EFFECTIVELY REDUCE
SEDIMENT YIELD.
NOTE TO GC: OWNER HAS AUTHORITY AT ANY TIME TO LIMIT SURFACE
AREA OF ERODIBLE EARTH MATERIAL EXPOSED BY CLEARING AND
GRUBBING, EXCAVATION, BORROW AND EMBANKMENT OPERATIONS
AND TO DIRECT THE GC TO PROVIDE IMMEDIATE PERMANENT OR
TEMPORARY POLLUTION CONTROL MEASURES.
DEVELOPER/OWNER:
2001 SE 10TH STREET
BENTONVILLE, AR
72716-5570
479-204-1195
SITE OPERATOR/GENERAL CONTRACTOR:
T.
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS L%UM BY THE CEC.
SWPPP IMPLEMENTATION SEQUENCE AND M TS OF WORK
REVISIONS
BY
PER CITY COMMENTS
CWS
PER OUT TO BID
CWS
PER ARCH. COORDINATION
CWS
PER NCDENR COMMENTS
CWS
PER WATER REVISIONS
i CWS
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DRAWN
N.L.H.
CHECKED
J.R.H.
DATE
09/09 13
SCALE
AS NOTED
JOB No.
NCC138113
SHEET
SW-2
4
OF 24
SHEETS
V:\13\P130190\_CAD\LD PLANS\REV - 5\Pi30190 DE'.AILS-5----- >LA"OUT: 04- SWPPP NOIES
Revision Date: October 28, 2013

A
1-570RY i
FRAME of {
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AS TO THE OWNERSHIP OR LEGAZ i
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SURVEYOR HAS OBSERWD A POSSSLE
GRP OF AD101NfR TO SURVfY PARCEL
AS SHOW11 HEREON
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i
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I
SWPPP UPDATES AND AMENDMENTSq
THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER ARID SITE ^ a�
I
G MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND"
GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE MADE DAILY TO
TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP �4
INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G.,
PAVING, STORM SEWER INSTALLATION, FOOTING INSTALLATION, FTC.),
G OR OR TEMPORARY OR PERMANENT`
CLEARING, GRUBBING GRADING, � � I
STABILIZATION, pig"
IMPORTANT:
THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION WD
TO THE CEC AND OBTAIN WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE
FOLLOWING:
1. MODIFYING EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE
H TYPICALLYONLY APPROVED IF SPECIFIED MATERIALS ARE NOT
AVAILABLE- OR THERE IS A VALID REASON THE SPECIFIED BMP WILL NOT
WORK)
2. ADDINGIDELETING EROSION OR SEDIMENT CONTROL BMPS;
3. MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE; OR
4. PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO
THE SWPPP:
THE CONTRACTOR, MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT CEC
APPROVAL, IN AN EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE
OR PROTECT WATER QUALITY; HOWEVER, GC MUST NOTIFY THE CEC AS SOON NOTE TO GENERAL CONTRACTOR:
AS PRACTICAL AS TO THEIR ACTIONS TO DISCUSS THE NEED FOR ADDITIONAL
OR SUPPLEMENTAL MEASURES AND TO OBTAIN THE, REQUIRED APPROVALS, PRIOR TO CONSTRUCTION, GC MUST CLEARLY DELINEATE AND MARK OFF
THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE COMPLIANCE AREAS IDENTIFIED IN THE SWPPP OR IN THE FIELD, TO BE PROTECTED
WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY. (SUCH AS, NATURAL BUFFERS, TREES, HABITATS OF ENDANGERED/
THREATENED SPECIES, HISTORIC PROPERTIES, ETC.).
AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS
ACCEPTABLE TO ADD ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, AND/OR
REVISED DRAWINGS THAT HAVE THE CEC NAME IN PRINT, ARE STAMPED,
SIGSNEID, DATED, AND ARE ACCOMPANIED BY WRITTEN COPY OF THE
ASSOCIATED RM AND ITS RESPONSE FROM CEC. ENGINEERED ITEMS MUST BE
SIGNED AND STAMPED BY THE CEC OF RECORD FOR THE PROJECT,
V:\13\P13C19C\_CAD\LD PLANS\REV - 5\P1301,30 SIrE 5-- >LAYOUT: 05- SWPPP i
A
DEVELOPER/OWNER:
2001 SE 10TH STREET
BENTONVILLE, AR
72716-5570
479-204-1195
SiTE OPERATOR/GENERAL CONTRACTOR:
aill,�dlli1XV011 nkI
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
T.B.M.
ELEVA77ONS ARE BASED ON NA VD 88 PER NGS MONU,t/ENT J 746
WTV A PUBLISHED E7.EVA77ON OF 204.1.
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
fT'S THE LAW!
12
LEGEND
0 SITE FEATURES
EXISTING PROPERTY BOUNDARY
EXISTING LEGAL ROW
- -
- -
EXISTING ADJACENT PROPERTY LINE
PROPOSED LIMIT OF EARTH DISTURBANCE/
PROJECT BOUNDARY
-
EXISTING TREE LINE
-
PROPOSED TREE LINE
X
'X--X
EXISTING FENCE
-
-
- -
EXISTING CURB TO BE REMOVED
EXISTING STORM SEWER LINE
EXISTING' SANITARY SEWER LINE
r
f
T
EXISTING TELEPHONE
--OH-
----1xl--
OH--- -------
EXISTING OVERHEAD ELECTRIC
..
-
EXISTING STORM SEWER LINE (TBR)
EXISTING CONTOUR W/ELEVATION
----J-�-----t5----- --7/
PHASE 1B CONTOUR W/ELEVATION
�1
LIMITS OF DRAINAGE SUB -BASIN
-
�• - -
^ - -.
SOIL BOUNDARY
0.9xSLOPE
—r►
ARROW
0 EROSION DETAILS
CE TEMPORARY CONSTRUCTION EXIT
.� &TEMPORARY SOIL STOCKPILE. AREA
"- CW TEMPORARY CONCRETE WASH AREA
-o— 0------ o— OF. TEMPORARY CONSTRUCTION FENCE
TPF TPF TEMPORARY TREE PROTECTION FENCE
SF. TEMPORARY SUPER SILT FENCE
TPS TEMPORARY PARKING & MATERIAL
E\ STORAGE AREA
TEMPORARY BAFFLE
BF PROPOSED BUILDING FOOTPRINT
SWPPP INFORMATION SIGN
i3L5 NAG SC150 EROSION. CONTROL BLANKET
RPi RISER/PiPE INLET PROTECTION
-o SK TEMPORARY SKIMMER
SB TEMPORARY SEDIMENT BASIN
SEE SWPPP NOTES
SHEETS FOR EROSION
& SEDIMENTATION
CONTROL NOTES
PHASE
1
EROSION
AN[
SEDIMENTATION
CON
TRO
PLANT
GRAPHIC SCALE
40 0 20 40 60 1&0
( IN FEET )
i inch = 40 fi,
13
REVISIONS
BY
PER CITY COMMENTS
CWS
PER OUT TO BID
CWS.
PER ARCH. COORDINATION
CWS
PER NCDENR COMMENTS
CWS
PER WATER REVISIONS
CWS
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3�: N M
DRAWN
H:L.H.
CHECKED
J.R,H.
DATE
09 09/13
-
SGALE
_
AS NOTED
JOB No.,
NCC138113
SHEET
SW-3
5
OF 24
SHEETS
Kevislon Ucte: October zb, ZUIS

1 I 2 i 3 4 5 6 I 7 8
A
I
i
t STORY
fRaifE ar
BUILDIKG
i
1
-
zL. A
r
3
WfTHOUT EXPRESSING A LEOAL DFPlTON
i
..
AS TO THE OWNERSHIP OR LEG4L
NATURE OF THE POSSIBLE 64F; THIS
*. •. �:
�+
SUR11WR HAS OBSERWO A POSSI&F
I
6AP OF ADJOINER TO SUPYEY PARCEL
AS 9*70 HEREON
1-STORY
,
o
BRTCX
8UILDIMO
RR
7
E D IS
FOUND
li-Y'e+�al+.iY
PS
R-1
I
;
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�
Y
STORMWATER OUTFLOW
SHEET FLOW TO A BASH.
BABN D9K*IAFKllEB TO A CONVEYANCE SYSTEM
_r
THAT FLOWS TO A PORTION OF THE
NEUM RNM APPROX. Q307l LJ98 TO THE NOTR H
.t
I�,.w:r•I*^�lFI
jf
I
lgR11Ml Illlllplasr ----'. ��--_-.. -
RR ' 'RR,
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1 i
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152
o PS
s'SD
I-STORY-
W,CK
BUICDINc
1pi
/ SD m=
F
f
lr.y
SWPPP UPDATES AND AMENDMENTS �-R
THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE,cizo � 0
G MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND
GENERAL CHANGES TO THE PROJECT SITE, UPDATES SHALL BE MADE DAILY TO
TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP
INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G., [� I
PAVING, STORM SEWER INSTALLATION, FOOTING INSTALLATION, ETC.),
CLEARING, GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT:
STABILIZATION.
IMPORTANT:
THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI)
TO THE. CFG AND OBTAIN WRITTEN CEC APPROVAL BEFORE. DOING ANY OF THE
FOLLOWING:
I. MODIFYING EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE
H TYPICALLY ONLY APPROVED IF SPECIFIED MATERIALS ARE NOT
AVAILABLE OR THERE IS A VALID REASON THE SPECIFIED BMP WILL NOT
WORK)
2. ADDINGIDELETING EROSION OR SEDIMENT CONTROL BMPS;
3. MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE; OR
4. PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO
THE SWPPP.
THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITIOUT CEC
APPROVAL, IN AN EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE
OR PROTECT WATER QUALITY; HOWEVER, GC MUST NOTIFY THE CEC AS SOON
AS PRACTICAL AS TO THEIR ACTIONS TO DISCUSS THE NEED FOR ADDITIONAL
OR SUPPLEMENTAL MEASURES AND TO OBTAIN THE REQUIRED APPROVALS.
THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE COMPLIANCE
WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY,
AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS
ACCEPTABLE TO ADD ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, AND/OR
REVISED DRAWINGS THAT HAVE THE CEC NAME IN PRINT, ARE STAMPED,
SIGNED, DATED, AND ARE ACCOMPANIED BY WRITTEN COPY OF THE
ASSOCIATED RFI AND ITS RESPONSE FROM CEC. ENGINEERED ITEMS MUST BE
SIGNED AND STAMPED BY THE CEC OF RECORD FOR THE PROJECT.
V.\13\Dl30190\ GAD\LD PLANS\REV - 5\P130190 SITE.`_----SLAYOj-: 06- SWPPP 2
10
ALC
TPS IM PS © if
1
= I zo it
x
s
I /
EE PLANS
$D BY RAMEY KEMP &
_ ASSOCIATES FOR ALL
-
- OfF SITE IMPROVEMENT
FOO
-x. 4'S L 4`rr 4"S 4"S�
PS
NOTE TO GENERAL CONTRACTOR:
PRIOR TO CONSTRUCTION, GC MUST CLEARLY DELINEATE AND MARK OFF
AREAS IDENTIFIED IN THE SWPPP OR IN THE FIELD, TO BE PROTECTED
(SUCH AS, NATURAL BUFFERS, TREES, HABITATS OF ENDANGERED/
THREATENED SPECIES, HISTORIC PROPERTIES, ETC..).
LIMITS OF EARTH
DISTURBANCE AND
J PROJECT BOUNDARY
AREA = 10 AC
DEVELOPER/OWNER:
2001 SE 10TH STREET
BENTONVILLE, AR
72716-5570
479-204-1195
SITE OPERATOR/GENERAL CONTRACTOR:
SUPERINTENDENT.
P4MRTANT. GC MUST SIGN ALL PLAN SMLFS
AND ANY NEW PLAN SHEETS MUEDBY THE CEC.
I
I STORMWM ATER OUTFLOW
CONVEYANCE SYSIM
TO AR IOF THE NEIJBE I WBi
II APPFK))L O,35 haJM TO THE NOFI H
p
I Ps
I �YY
I
I
SD
4
m
I;
o
PS
_
!
I
� I
i
T.B.M.
ELEVATIONS ARE BASED pN NA VD 88 PER NGS MONUMENT J 146
W9TH A PUBLISHED ELEVATION OF 204,1.
BEFORE YOU Di GI
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
LEGEND
0 SITE FEATURES
EXISTING PROPERTY BOUNDARY
EXISTING LEGAL ROW
- -
- -
EXISTING ADJACENT PROPERTY LINE
PROPOSED LIMIT OF EARTH DISTURBANCE
PROJECT BOUNDARY
- EXISTING TREE LINE
-
PROPOSED TREE LINE
- -- -
— - -
SOIL BOUNDARY
-----#------3f-
-X-
---- EXISTING FENCE
._._ .-_..
.. . ,
, .... EXISTING CURB TO BE REMOVED
EXISTING STORM SEWER LINE
EXISTING SANITARY SEWER LINE
- - - -
EXISTING CONTOUR. W/ELEVATION
PROPOSED CONTOUR W/ELEVATION
PROPOSED RETAINING WALL
X.
X
PROPOSED CHAIN LINK FENCE
PROPOSED CURB
PROPOSED FLUSH CURB
PROPOSED STORM SEWER
PROPOSED ELECTRIC LINE
PROPOSED TELEPHONE LINE
PROPOSED GAS LINE
---------- - ---- -
-------------
PROPOSED SANITARY LINE
PROPOSED WATER LINE
UGE&T
UGE&T
PROPOSED UNDERGROUND ELECTRIC & TE
-TP TP
TP
PROPOSED TAMPER SWITCH
.tea.
SLOPE ARROW
EROSION
DETAILS
71
TEMPORARY CONSTRUCTION EXIT
/
TEMPORARY SOIL STOCKPILE AREA
CW
TEMPORARY CONCRETE WASH AREA
0 0 0
CF
TEMPORARY CONSTRUCTION FENCE
--- TPF
TPF
TEMPORARY TREE PROTECTION FENCE
.,• -�• ._..
SDP
SILT DIKE ON PAVEMENT
SSF
SF
TEMPORARY SUPER SILT FENCE
TPS
TEMPORARY PARKING & MATERIAL
STORAGE
AREA
$$
SWPPP INFORMATION SIGN
8
BLOCK & AGGREGATE CURB INLET PROTECTION
IP2
TRUCK WELL INLET PROTECTION
RR I.
RIP -RAP
O EROSION
NOTES
- - L'r•
AREA TO BE MULCHED
PERMANENT SEEDING
SD
PERMANENT SODDING
VI-9
NAG SC150 EROSION CONTROL BLANKET
SEE SWPPP MOTES
SHEETS FOR EROSION
& SEDIMENTATION
CONTROL NOTES
PHASE
2
ERO
SEDIMENTATION
S1ON
PLAN
GRAPHIC SCALE
40 AO
( IN FEET )
1 inch = 40 ft.
AN
ONTR
13
�I
REVISIONS
BY
PER CITY COMMENTS
CWS
PER OUT TO BID
GWS
PER ARCH. COORDINATION
CWS
PER NCDENR COMMENTS
CWS
PER WATER REVISIONS
CWS
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R < i : i'V m
sw
ANIM
F=
to
DRAWN
CHECKED
J.R.H.
DATE
iw
09/09/13
SCALE
AS NOTED
JOB No.
NCC 38113
SHEET
SW-4
&
OF 24
SHEETS
KeYISlon Date; October 28, 2013
e t•

REVISIONS
BY
PER CITY COMMENTS
CWS
PER OUT TO BID
CWS
PER ARCH. COORDINATION
CWS
PER NCDENR COMMENTS
CW5
PER WATER REVISIONS
CWS
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DRAWN
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CHECKED
J:R.H.
DATE
09/09(13
SCALE
AS NOTED
1
'08 No.
NCC138113'
SHEET
5W-5
7
OF 24
SHEETS
Keviston Dote: October 28, 2013
_. _ _ • - __ —

5
0
13
0
1:1
C
3I
9
a
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m
SILT FENCE
ATTACH THE SILT FENCE FABRIC AND_.
WOVEN OR. WELDED WIRE FENCE TO
EACH POST WITH THREE PARE TIES
OR OTHER FASTENERS (SEE NOTE 2)
:SILT FENCE FABRIC -
OVER WIRE .FENCE
SILT FENCE: FABRIC TO BE FASTENED
SECURELY TO WOVEN OR WELDED HIRE
FENCE WITH THREE TIES HORIZONTALLY
SPACED AT 3W ON CENTER (TYP.)
COMPACTED 13ACKFU-
TLON1
SECURELY FASTEN OVERLAPPING ENDS OF SILT J/
FENCE FABRIC TO ADJACENT STAKES WITH
THREE WARE TIES OR OTHER FASTENERS
WOVEN OR. WELDED WORE FENCE..
WITH SILT FENCE FABRIC COVER
WOODEN SLAT TIED TO STAKE TIE BACKS (TYP.)
WITH TWO ADDITIONAL TIES AT
FINISHED GRADE
FLOW
I lift
LIED Tv III
1
f
ELEVATION
WOVEN OR WELDED WIRE
WITH SILT FENCE FABRIC
FINISHED
.6" X 6' TRENCH
EXTEND WOVEN OR WELDED WARE
A MIN. OF C INTO TRENCH
48" MIN'.. STEEL POSTS (SO' MIN. ON
SLOPES 3H:tV OR GREATER), DRIVEN
MIN. 20" INTO GROUND (MIN. 30" ON
SLOPES 3H:1V OR GREATER).
WOVEN OR WELDED WIRE FENCE
ADJUST POST SPACING SUCH THAT
A VERTICAL WIRE IS AT POST
POSTS: STEEL T OR U TYPE.
FENCE: WOVEN OR WELDED WIRE,
14 GA., 6'0' MAX. MESH
OPENING
I-
`/ -TIE BACKS (TYP.)
X 6" TRENCH
FEND WOVEN OR
-DED WIRE A MIN: OF
INTO TRENCH
I EMBEDDED SILT FENCE FABRIC MIN. '
I 6- INTO GROUND W/ 6' LAID ALONG
"o I BOTTOM OF TRENCH. SOIL SLICING IN I EMBEDDED SILT FENCE FABRIC MIN.
a I o BOTTOM GROUND Wj 8" LAID ALONG
ACCORDANCE WITH ASTM D 6482 BOTTOM OF TRENCH SOIL SLICING IN
I 8.2.2 IS ALSO ACCEPTABLE. i ACCORDANCE WITH ASTM D 6462
f i 8.2.2 IS ALSO ACCEPTABLE.
f /
A A -SECTION A -A -SECTION
(FOR SLOPES LESS THAN 3: 1) (FOR SLOPES 3.1 AND GREATER)
TIE BACK SPECIFICATIONS FOR SILT FENCE INSTALLATION
A
TEEL POST
WIRE FENCE
EN SLAT
ABRIC
INSIDE CORNER - PLAN VIEW
1. MATERIALS AND. INSTALLATION SHALL COMPLY WITH ASTM 06462
LATEST EDiTIOW
2. INSTALL SILT FENCE AT A FAIRLY LEVEL GRADE ALONG THE
CONTOUR WITH THE ENDS CURVED UPHILL TO PROVIDE SUFFICIENT
UPSTREAM STORAGE VOLUME FOR THE ANTICIPATED. RUNOFF.
3.ATTACH THE GEOTEXTILE. OR FABRIC TO THE WOVEN OR WELDE
D
WIRE FENCE WITH THREE WIRE TIES OR OTHER FASTENERS
(HORIZONTALLY SPACED EVERY 30"), ALL SPACED WITHIN THE TOP
8" OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES
THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST I'
VERTICALLY APART. AT EACH POST, ATTACH THE GEOTEXTILE OR
FABRIC AND THE WOVEN OR WELDED MIRE FENCE TO THE POST
AS PREVIOUSLY STATED. IN ADDITION, EACH TIE PLACED ON A
TABLE 1. Temporary SIt Fence Moterid Property Requirements POST SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN
TIGHTENED TO PREVENT SAGGING
Supported' Unsupported' Type of
Test Method Units Slit Fence Sift Fence Value
Grab SbbngU
AMM D 4632
N Gm)
Mod** Dbectidn
400.
550
MARV
(40)
(26)
X-*Whkl* 0"00 n
400
490
MARV
(00)
(90)
perv,maye
AMU D 44gi
ver -t
0.05
0.95
MARV
AppimInt Opening SMM
AMM D 4751
"
(US Slew 0)
0,60
t 1
0.00
(30)
Mm. AR`F
%Mldned
after
70%
Typ"
Mt,a .t STaSpity
MaM: 0 `iM6
S2,
stra gh
:SILT FENCE
! SILT FENCE
SECTION
TYPE (WIRE
BACK OR
SLICED)
SECTION
LENGTH
(FT)
DRAINAGE.
AREA
(ACRES)
AVERAGE
SLOPE OF
AREA
SECTION: 1
WIRE BACK
&QO
2-10
7.509,
SECTION 2
WIRE BACK
300
3.R
0,50%
SECTION 3
WiRE BACK
840
0.30
1.0DR
SECTION 4
WIRE BACK
350
1.40
1.50%
4. WHEN TWO SECTIONS OF SILT FENCE FABRIC ADJOIN EACH OTHER,
THEY SHALL BE OVERLAPPED A MINIMUM OF 6(r ACROSS TWO
POSTS, AS SHOWN.
5. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS THE
STATIC SUCING EQUIPMENT IS UTILIZED TO INSTALL THE FENCE
PER DETAIL, "SILT FENCE INSTALLATION (SLICING METHOD)".
6. WRAP APPROXIMATELY 6" OF FABRIC AROUND THE END POSTS
AND SECURE WITH 3 TIES,
7. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC
WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR
ROLLER EXERTING AT LEAST 60 POUNDS PER SO, INCH. COMPACT
THE UPSTREAM SIDE FIRST. COMPACT EACH SIDE TWICE FOR A
TOTAL OF FOUR TRIPS.
8_ ADD POST CAPS AS NEEDED BASED ON SITE CONDITIONS AND
APPLICABLE AGENCY REQUIREMENTS.
MA
INTENANCE NOTES
E I.SP
AASO iwp. wppp t Wxg qa'W of 14 9ao,, vied aka xNN a mtWry e,,XkIe of 150 mm (e M.).a preebrkuted pdyrber mean of a4pi Wt 1. SILT FENCES .SHALL BECTED ALONG ITS ENTIRETY AND MUST
WHEN HAS
BE CLEANED EN SEDMENT S ACCUMULATED TO ONE-THIRD THE
Rau -wit wWq w bwll do MnP •.Mwc4 .Nb a wrlsty of ",AnWt Fa' enNronff"y eerwRiw me®. a rWMee W Prello. HEIGHT OF THE SILT FENCE. MAINTENANCE CLEANOUT MUST BE
axpxi and/n .1w err -""dly wee geets*tg4 tab M xcprdonn .11b Teat Method 0 SIC dwdd be perfumed by 0n ne,,v fe CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM
..*. wkdany of th. r"&**i IU, REACHING ON -THIRD THE HEIGHT OF THE SILT FENCE.
dAa meewmd it weer . eRn Teat Mf%W 0 49J2.
rAelr t TAxyu rRDM Asm n 64fn-, pt2oon 2. ALL MATERIAL EXCAVATED FROM BEHIND SILT FENCE SHALL BE
STOCKPILED ON AN UPLAND PORTION OF THE SITE IF SUITABLE FOR
REUSE.
SEDIMENTATION SILT FENCE WITH WIRE BACKING 3. SPECIAL ATTENBQN SHOULD 8E PAD TO ENSURE THAT NO
SF - UNDERMINING OF SILT FENCE HAS OCCURRED AND THAT NO BYPASS
N.T.S. IS OCCURRING AT JOINING SECTIONS.
4. IF EXCESS SEDIMENT IS ACCUMULATING IN ANY SECTION OF SILT
SOURMELOX FENCE, THE CONTRACTOR SHOULD IMPLEMENT ADDITIONAL UPSTREAM
j- STABILIZATION MEASURES OR ADDITIONAL SNIPS (PENDING CEC
LAST REVISED: I WAL-MART APPROVAL) TO PREVENT EXCESSIVE BUILDUP tN4 SILT FENCE.
STANDARD 5. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL. CONDITIONS IF
JUNE 2012 DETAIL DAMAGED. _
CONSTRUCTION EXITS AND SWPPP SIGN
NOTES: 4' (MINIMUM)
6' CRUSHED-7
STONE BASE
MIRAFI 140NI
GEOTEXTILE FABRIC FOR
DRAINAGE AND FILTRATION
107 MIN.
2'-3' CLEAN
1. ALL SITE ACCESS MUST BE CONFINED TO THE CONSTRUCTION EXiT(S). BARRICADE TO PREVENT USE OF ANY
LOCATIONS, OTHER THAN THE CONSTRUCTION EXITS) WHERE VEHICLES OR EQUIPMENT MAY ACCESS THE SITE,
2 CONTRACTOR TO LOCATE TEMPORARY CONSTRUCTION FENCING, JERSEY BARRIERS, OR BOTH ALONG THE SIDES OF THE
CONSTRUCTION EXIT TO PREVENT CONSTRUCTION TRAFFIC FROM SHORT CIRCUITING/BYPASSING THE EXIT.
3 IF THE ACTION OF VEHICLES. TRAVELING OVER THE GRAVEL CONSTRUCTION EXFE(S) IS NOT SUFFICIENT TO PREVENT
TRACKING OF DIRT; DUST OR MUD, THEN TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. ALL
WASH WATER MUST BE ROUTED TO A SEDIMENT TRAP OR OTHER TREATMENT AREA AND SHALL. NOT BE DIRECTLY
DISCHARGED OFF -SITE.
4 LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT TRACKING
BEYOND THE PERMITTED PROJECT AREA. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES
ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.
5. ANY SEDIMENT DEPOSITED ON THE ROADWAY SHALL: BE SWEPT AS NECESSARY (AND. WITHIN THE SAME DAY AS
DISCOVERY) AND DISPOSED OF IN AN APPROPRIATE MANNER. SEDIMENT SHALL NOT, BE WASHED INTO STORM SEWER
SYSTEMS.
6 EMT(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD BEYOND THE EXIT(S),.
THIS MAY REWIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION EXIT(S) AS CONDITIONS DEMAND.
7. CONTRACTOR SHALL BE PERMITTED TO: TURN THE STONE WHEN THE SURFACE BECOMES SMOOTH AND SURFACE VOIDS
ARE FILLED TO MAINTAIN EFFECTIVENESS OF CONSTRUCTION EXIT UNTIL SUCH TIME THAT VOIDS BELOW. THE SURFACE
BECOME FILLED AND THE CONSTRUCTION EXIT IS NO LONGER EFFECTIVE, AT SUCH A TIME THE CONTRACTOR SHALL
REMOVE THE INEFFECTIVE STONE AND REPLACE PER DETAIL.
8. IF EXIT BMP IS STILL INEFFECTIVE, GC MUST CONTACT THE .ENGINEER AND SUBMIT AN RFI AS NECESSARY.
PLAN VIEW
25' MINIMUM ---.IOD•..
VA- RI�S
EDEXISTING PAVEMENT
CONCRETE OR MIRAFI 140N
ASPHALT PAVEMENT GEOTEXTILE FABRIC FOR
DRAINAGE AND FILTRATION
10' MIN. DEPTH
2 ' 3" CLEAN STONE
SECTION A -A
LAST REVISED_ WAL-MART
STANDARD
JUNE 2012 DETAIL
�®1 All ® 1
fiLl
MLRAFT 14ONi
GEOTEXTILE FABRIC
FOR SEPARATION
"GRADE
NOTE TO GC THE GOAL OF A CONSTRU
CTION EXIT AND
D ASSOCIATED WASH
OUT
AREAS IS TO ELIMINATE TRACK OUT. SIMPLY MANAGING TRACK OUT THROUGH
GH
DESIGNATED OR CONTINUAL STREET SWEEPING IS NOT AN ACCEPTABLE PRACTICE,
WHILE STREET SWEEPING IS AN ACCEPTABLE PRACTICE FOR REMOVING DUST AND
MINIMAL AMOUNTS OF FINE SEDIMENT, OBSERVABLE TRACK OUT FROM THE PROJECT
CONSTRUCTION EXIT SHOULD TRIGGER THE USE OF ADDITIONAL MEASURES (WHEEL WASH), CONSIDERATION OF
ALTERNATE EXITS, OR DISCONTINUING VEHICLE TRAFFIC. UNTIL CONDITIONS ON -SITE HAVE
CE N.T: S. IMPROVED. TRACK OUT IS A SEDIMENT RELEASE. ALL SEDIMENT RELEASES MUST BE:
REPORTED TO THE SWCT VIA THE ONLINE CRITICAL INCIDENT REPORT.
NOTES:
NOTES:
NOTES
i_ CONSIDERATION MUST BE OVEN TO ANTICIPATED CLIMATE AND SEASONAL CONDITIONS WHEN PLANTING SEED:
I 1. THE GC !S REQUIRED TO, AT A MINIMUM, INITIATE SOIL STABILIZATION MEASURES IMMEDIATELY WHENEVER ANY
1. PERMANENT STABILIZATION SHALL BE ACCOMPLISHED IN ALL DISTURBED AREAS BY COVERING THE. SOIL WITH
CLEARING, GRADING; EXCAVATING OR OTHER EARTH DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED ON
PAVEMENT, BUILDING STRUCTURES, VEGETATION, OR OTHER FORMS OF SOIL STABWZATION.
2 SEED SHALL BE FREE OF WEEDY SPECIES AND APPROPRIATE FOR SITE SOILS AND REGIONAL CLIMATE. SEED
ANY PORTION OF THE SITE, OR TEMPORARILY CEASED ON. ANY PORTION OF THE SITE AND WILL NOT LIKELY
AND MULCH PER THE CONSTRUCTION DRAWINGS AND THE 02900 PLANTING SPECIFICATION IMMEDIATELY AFTER
RESUME FOR A PERM EXCEEDING 14 CALENDAR DAYS.
2- THE GC. IS REQUIRED TO INITIATE PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY UPON REACHING FINAL
TOPSOIL IS APPLIED AND FINAL GRADE IS REACHED.
GRADE. FOR THOSE AREAS NOT AT FINAL GRADE THAT WILL NOT BE DISTURBED FOR GREATER THAN 14 DAYS,
2. THE GC HAS 7 DAYS FROM INITIATION OF STABILIZATION TO COMPLETE SOIL PREPARATION, SEEDING, MULCHING,
THE CONTRACTOR SHOULD INITIATE TEMPORARY STABILIZATION PER THE TEMPORARY SEEDING OR STABILIZATION
3. THE SITE HAS ACHIEVED FINAL STABILIZATION ONCE ALL AREAS ARE COVERED WITH BUILDING FOUNDATION OR
AND ANY OTHER REQUIRED ACTIVITIES RELATED TO THE PLANTING AND ESTABLISHMENT OF VEGETATION. THE
DETAIL.
PAVEMENT, OTHER LANDSCAPING COVER (STONE, MULCH, ETC.), OR HAVE A STAND OF GRASS WITH A MINIMUM
GC ALSO HAS 7 DAYS FROM INITIATION OF STABILIZATION TO COMPLETELY INSTALL NON -VEGETATED MEASURES,
OF 70 PERCENT DENSITY OVER THE ENTIRE VEGETATED AREA, OR GREATER IN ACCORDANCE WITH THE
IF UTILIZED.
3. THE GC HAS 7 DAYS FROM INITIATION OF STABUZATION TO COMPLETE SOIL PREPARATION, SEEDING. MULCHING,
GENERAL PERMIT REQUIREMENTS-
AND ANY OTHER REQUIRED ACTIVITIES RELATED TO THE PLANTING AND. ESTABLISHMENT OF VEGETATION. THE GC
j
3. ALL DISTURBED AREAS MUST BE STABILIZED TEMPORARILY WITH THE USE OF FAST -GERMINATING ANNUAL,
ALSO HAS 7 DAYS FROM INITIATION OF STABILIZATION TO COMPLETELY INSTALL NON -VEGETATED MEASURES, IF
! 4. VEGETATED AREAS MOST BE WATERED, FERTILIZED, AND. RESEEDED AS NEEDED TO ACHIEVE THIS REQUIREMENT.
GRASS/GRAIN VARIETIES APPROPRIATE FOR SITE SOIL AND CLIMATE CONDITIONS MULCH IS REQUIRED FOR ALL
UTILIZED.
SEEDING APPLICATIONS, AND ALL MULCH APPLICATIONS MUST INCLUDE A SUITABLE FORM OF MULCH
5. THEVEGETATIVE DENSITY MUST BE MAINTAINEO THROUGH PROJECT COMPLETION TO BE CONSIDERED STABILIZED.
ANCHORING TO MINIMIZE MOVEMENT OF MULCH BY WIND OR WATER.
4. SOILS MUST BE PREPARED BEFORE INSTALLATION OF SOD OR SEED, SEE 02900 SPECIFICATION FOR INSTRUCTION
AREAS PROTECTED BY EROSION CONTROL BLANKETS ARE NOT PERMANENTLY STABILIZED UNTIL THE APPLICABLE
ON. PROPER SOIL PREPARATION.
GENERAL PERMIT REQUIREMENT FOR FINAL. VEGETATIVE. DENSITY IS ACHIEVED,
4. ALTERNATIVE STABILIZATION MEASURES TO SEEDING, SUCH AS. ANCHORED MULCH APPLICATION (WITHOUT
SEEDING), MAY 8E UTILIZED DURING PERIODS WHEN VEGETATIVE GROWTH IS UNLIKELY (E.G. WINTER MONTHS).
S AT THE COMPLETION OF GROUND -DISTURBING ACTIVITIES,. THE ENTIRE SITE MUST HAVE PERMANENT VEGETATIVE
6. RIP --RAP, MULCH,. GRAVEL, DECOMPOSED GRANITE OR OTHER EQUIVALENT PERMANENT STADIUZATION MEASURES
COVER MEETING VEGETATIVE DENSITY REQUIREMENTS IN THE GENERAL PERMIT, OR MULCH PER LANDSCAPE PLAN,
MAY BE EMPLOYED IN LIEU OF VEGETATION BASED ON SITE -SPECIFIC CONDITIONS, DESIGN .AND GOVERNING
5. IT IS. NOT ACCEPTABLE TO ALLOW BARE SOIL TO REMAIN EXPOSED AT ANY 71ME DURING THE YEAR,
IN ALL AREAS NOT COVERED BY HARDSCAPE (STONE, PAVEMENT, BUILDINGS, ETC.).
AUTHORITY APPROVAL.
REGARDLESS OF WEATHER/TEMPERATURE/SITE CONDITIONS.
B. SEEDED AREAS SHALLBE PROTECTED WTH STRAW MULCH, HYDRAULIC MULCH OR A ROLLEDEROSION CONTROL
7. ALL SEEDED AREAS SHALL BE INSPECTED REGULARLY TO CONFIRM THAT A HEALTHY STAND OF GRASS IS
6. ALTERNATIVE STABILIZATION MEASURES INCLUDE, BUT ARE NOT LIMITED TO: ANCHORED STRAW/HAY MULCH,
PRODUCT. STRAW MULCH MOST BE TAGWRED OR CRIMPED BY DISC OR OTHER MACHINERY, AND ROLLED
MAINTAINED:
WOOD CELLULOSE FIBER. MULCH, SPRAY ON SOIL GLUES/BINDERS. AND ROLLED EROSION CONTROL PRODUCTS.
EROSION CONTROL PRODUCTS MUST BE INSTALLED PER MANUFACTURER VE ANCEJNDATIONS. ONLY ROLLED
EROSION CONTROL PRODUCTS ARE PERMITTED TO BE USED IN FLOW CONVEYANCES.
7. ALL ROLLED EROSION CONTROL PRODUCTS SHALLHAVE CURRENT ODOR(TM) STATUS ISSUED BY THE EROSION
7. ALL AREAS TO BE SEEDED MUST MEET TOPSOIL DEPTH, PH AND ORGANIC CONTENT REQUIREMENTS. AS SPECIFIED
CONTROL TECHNOLOGY COUNCIL (ECTC) PLUS ANY STATE OR AGENCY -SPECIFIC REQUIREMENTS. EVIDENCE OF
IN THE 02900 SPECIFICATION - PLANTING OR XERISCAPE SPECIFICATION.
ODOR(TM) APPROVAL. SHALL ACCOMPANY THE. PRODUCT SHIPPED TO THE JOBSITE FOR READY IDENTIFICATION
BY "THE CONTRACTOR OR AGENCY INSPECTOR.
8. FINAL SITE STABILIZATION IS ACHIEVED WHEN. PERENNIAL VEGETATIVE COVER PROVIDES PERMANENT STABILIZATION
WITH A UNIFORM DENSITY GREATER THAN 70 PERCENT OVER 'HE ENTIRE AREA TO BE STABILIZED BY VEGETATIVE
8. ROLLED EROSION CONTROL PRODUCTS (NETS, BLANKETS, TURF REINFORCED MATES) AND VEGETATED AREAS
COVER. THIS AREA IS EXCLUSIVE OF AREAS THAT ARE COVERED WITH ROCK (CRUSHED GRANITE, GRAVEL, ETC:)
NOT MEETING REQUIRED VEGETATIVE DENSITIES FOR FINAL STABILIZATION MUST BE. INSPECTED DAILY. RILING,
OR LANDSCAPE MULCH, PAVED OR HAVE A BUILDING OR OTHER PERMANENT STRUCTURE ON THEM.
RUTTING AND OTHER SIGNS OF EROSION INDICATE THE SPECIFIED EROSION CONTROL DEVICE IS NOT
I
FUNCTIONING OR INSTALLED PROPERLY AND/OR ADDITIONAL EROSION CONTROL DEVICES ARE WARRANTED.
SEEDING/VEGETATION REQUIREMENTS
_
TEMPORARY SEEDING OR STABILIZATION
TS
PERMANENT SEEDING, SOD OR MULCHING
5
N.T.S.
N.T.S.
N:T.S.
sox
SOURCE BOX
BOUNCE BOX
LAST REVISED; WAL-MART
LAST REVISED; WAL-MART
LAST REVISED: WAL-MART
STANDARD
STANDARD
STANDARD
JUNE 2012 DETAIL
JUNE 2012 DETAIL
JUNE 2012 DETAIL
I _
"SWPPP INFORMATION" MUST -- ----�-
BE DISPLAYED PROMINENTLY WPPP INFORMATION
ACROSS THE TOP OF THE SIGN,
AS SHOWN IN THE DETAIL.
[AP
PY OF COPY OF COPY OF
DENR. NCDENR WAL-MART
ER OF STATE CONSTRUCTION
RQVAL STORMWATER SITE NOTICE
SIGN TO BE CONSTRUCTED OF PERMIT
A RIGID MATERIAL, SUCH AS
PLYWOOD OR. OUTDOOR SIGN
BOARD. SIGN MUST BE
CONSTRUCTED IN A MANNER
TO PROTECT DOCUMENTS FROM
DAMAGE DUE TO WEATHER cOPr of
(WIND, SUN, MOISTURE, ETC.). NCDEt+R
CERTIFICATE
OF APPROvaI
DETAILED DESCRIPTION OF THE LOCATION OFF
THE SWPPP .DOCUMENTATION (BINDER AND SITE
MAPS) ON THE SITE,
Try
-v-�i
i
Z
g
d
NOTES: 1- 1 L-v
T. THE SWPPP INFORMATION SIGN MUST BE LOCATED IN A PROMINENT, PUBLICLY ACCESSIBLE LOCATION NEAR THE
MAIN ENTR
ANCE OF THE SITE SUCH THAT THE DOCUMENTATION CAN BE READ WITHOUT
ACCESSING THE
JOBSITE BUT I - NOT OBSTRUCTING LNG VIEW BS T SAS TO CAUSE A TRAFFIC SAFETY
AF C S ETY HAZARD,
2, ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITION AT ALL TIMES THROUGHOUT
CONSTRUCTION AND UNTIL THE NOTICE -OF -TERMINATION (NOT) IS FILED FOR THE PERMIT.
3. ALL PAGES OF NOTICES OF INTENT AND PERMIT AUTHORIZATIONS MUST BE POSTED. THE CONTRACTOR MAY
UTILIZE ACCESSIBLE WATERPROOF FOLDERS TO STORE THESE DOCUMENTS IF IT WILL BE DIFFICULT TO POST ALL
PAGES INDIVIDUALLY,
4, CONTRACTOR SHALL POST OTHER STORMWATER AND/OR EROSION AND SEDIMENT CONTROL RELATED PERMITS
ON THE SIGN AS REQUIRED BY THE GOVERNING AGENCIES,
5. SUBSEQUENT PERMIT MODIFICATION REQUESTS OR RENEWAL APPLICATIONS AND THEIR ASSOCIATED
AUTHORIZATIONS OR RESPONSES SHALL BE POSTED ON THE SWPPP SIGN.
6. SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND EASEMENTS UNLESS APPROVED BY THE
GOVERNING AGENCY.
T CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THE SWPPP INFORMATION SiGN.
SWPPP INFORMATION SIGN
SS --
N,T.S.
SOURCE BOX
LAST REVISED: WAL-MART
STANDARD
JUNE2012
2 DETAIL
FOPRAP APRONS AT PIPE OUTLETS NTH END WALL RR
Wi
H
FAL
1p W
PLAN VIEW
YOX SLOPE?
-GEOTEXTILE
SECTOQN Y Y
D
-L,_- EO�SLOOP,E),
L
GEITEXTiLE
SECTION U
RCE BOX
LAST REVISED: BOHLER
DETAIL
MARCH 2O1.3
SOU
_
OUTLET
NO.
PIPE
Die
Pa
I
RIP RAP
APRON
SIZE
R
THICK
a
IN
LENGTH
L
(F
INITIAL
WIDTH
WITw
"TERMINAL
WIDTH
R-
6
5
7
W
4
R-4
12
4
DEVELOPER/OWNER:
2001 SE 10TH STREET
BENTONVILLE, AR
72716- 5570
479-204-1195
SITE OPERATOR/GENERAL CONTRACTOR
IMPORTANT; GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
V:\13\P13019G\_CAP\LD PLANS"REV - 5\P13O190 DETAILS-5----- xAYOUF: 08- ES DETAILS
Revision Date: October 28, 20T3
r■rl
REVISIONS
}3Y
PER CITY COMMENTS
CWS
PER OUT TO BID
CWS
PER ARCH. COORDINATION
CWS
PER. NGDENR COMMENTS
GWS
PER WATER REVISIONS
CWSpet
F.1
LL Y
6r
pZ ,Y,
t. E. A
♦.vow•
j
{e
w x ipt
v
y
l
J
tj/� h '{jilt
J
I �
DRAWN
H.L.H,
CHECKED
J.R.H..
DATE
09 09 13
SCALE
AS NOTED
JLT ' No
NCC138113
SHEET
8
OF 24
SHEETS

2
3
4
5
12
13
i
C
E
F
G
H
WIRE
MIRAFI
GEOTEXTILE
MIRAFI 140 N
GEOTEXTILE FABRIC
X
d
RUNOFF
°o-
INLET/OUTLET PROTECTION
GUTTER
WIRE
ET
MIRAFI 140 N GEOTEXTILE
PLAN
MESH MAINTAIN ACCESS TO COVER
FOR INSPECTION
C)NCRETE BLOCK FFI�CURB INLET
-LTTERED WATER
•s
AGGREGATE y
CONCRETE GUTTER
SUB -GRADE.
SECTION A -A
NOTES.
1. PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF CURB INLET ON THEIR SIDES,
WITH ENDS OF ADJACENT BLOCKS ABUTTING.
2. HEIGHT OF BARRIER VARIES. USE STACKS OF 4", 8", OR 12" BLOCKS, TOP OF BARRIER MUST BE
LOWER THAN TOP OF CURB ELEVATIONS ADJACENT TO INLET, 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
WATER AND ALLOW IT TO FILTER THROUGH AND OVER THE MATERIAL BEFORE ENTERINGTHE INLET-
S. IF ROAD OR PARKING AREA IS OPEN TO PUBLIC, VERIFY SUITABILITY OF BMP WITH AGENCIES HAVING
JURISDICTION AND WITH CEC.
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. HE REPAIRED OR REPLACED IF THEY SHOW SIGNS
OF UNDERMINING OR DETERIORATION.
r� BLOCK AND AGGREGATE CURB INLET PROTECTION
LAST REVISED: WAL-MART
STANDARD
OCTOE3ER 2012 DETAIL
3/4` WASHED
N. T. S.
MIRAFI 140 N
GEOTEXTILE FABRIC
WIRE MESH
RUNOFF NO
CONCRETE
\-TRUCK WELL WALL
-TRUCK WELL INLET
A
PLAN
ICRETE BLOCKS
TRUCK WELL WALL
(REFER TO ARCH. PLANS)
TRUCK WELL INLET
(REFER TO ARCH. PLANS)
FILTERED WATER
NOTES:
1 PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF TRUCK WELL INLET ON THEIR
SIDES, WITH ENDS OF ADJACENT BLOCKS ABUTTING,
2. HEIGHT OF BARRIER VARIES. USE STACKS OF 4", 8", OR 12" BLOCKS. TOP OF BARRIER MUST BE
LOWER THAN TOP OF CURB ELEVATIONS ADJACENT TO THE INLET. MAX HEIGHTSHALL L BE 24".
L
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
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
BA51N (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.
iP2 TRUCK WELL INLET PROTECTION
N. T.S.
SOURCE SM
LAST RE7SEDWAL-MART
STANDARD
OCTOBERDETAIL
014 A 114 fAl I
� / 1
1
: a f , ,
, a
.as
• •`• • •' a s' TS.
visits �
PLAN
SECTION
S'ER ICvL E T PRO TL -C TIL7
(NET TO SCALE) -
LAST REVISED: BQHLER
DETAIL
1. PREPARE SOIL BEFORE. INSTALLING BLANKETS, INCLUDKG AMYL NECESSARY APPLICATION OF LNE, FERTIMER AND SEED.
2 BEGIN AT THE TOP OF THE SLOPE BY MNtlLbMNb BLANtET 04 A.6" DEEP X 6' WIDE TRENCH
NTH APPROXIMATELY W OF BLANKET EXTENDED BEYOND THE UP-NLOPE PORTOR DF THE TRENCH AS 4WNN IN
DETAIL 2. ANCHOR THE BLANKET VAIN A ROW OF STAPLES/STAKES APPRAXIMAW 1.Y 12' APART NTHE BOTTOM OF TIE TRENCH BACkRLL AND COMPACT TIE: TRD" AFTER STAPLING: APPLY'SEEO TO COMPACTED 661L AND FOLD REMAIN IO T2'
PORTION OF BLANKET BARK OVER 5EEb AND COMPACTED SOL SEINE BLANKET OVER. COMPACTED SOIL MOH A ROW OF
STAPlE6/STNKES SPACED APPRDIATELY 12' APART ACN055 THE MOTH OF THE BLANKET.
3. ROLL TIE. BLANKETS (A) B OR (B..) HQMZONTATAY ACROSS THE SLOPE. BLANKETS WILL U40QU. MM APPROPRIATE SDE
AGARNST TTB SOL "FACE, ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPES/STAKES
IN APPROPRIATE LOCATIONS AS PER MANUFACTURES RECOMMENDATION.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED TMTH MINIMUM 6' OVERt". TO, ENSURE PROPER SEAM ALSCINMENT.
PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING NSTAUED ON TOP) EVEN MATH THE SEAM STITCH
ON THE PREMOUSLV INSTALLED BANKET.
S CONSECUAVE BLANKETS SPLICED DOWN THE %C E MUST BE MACED END CM END (SF@NB.E STYLE) ITH AN APPROXDTATE.
a' OVERLAP: STAPLE NIROJGH, OVERLAPPED AREA, APPROXIATELY T2' APART ACROSS ENURE
BLANKET WIDTH.
6. PUCE STAPES/STAKES PER MANUFACTUREAS RECOWENDAAON FOR THE APPROPRIATE SLDM BUNG APPITFO.
NOTLS:
T BN LOOSE SQL CONMNONS,. DIE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO
PROPERLY SECURE THE BL.tN m
I FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SPECIMA71ON FOR PRODUCT SELECTION.
EROSION CONTROL BLANKET
SLOPE INSTALLATION 3Ls
N.T.S.
CONTACT: J.W.FAIRCLOTH 8: SON
[phone] (PHONE/FAX)
PATENT If 5,820,75t
NOTE: SKIMMER MAY VARY
SLIGHTLY FROM ILLUSTRATION
PVC END CAPS
OUTLET END; k 5 TQ. A
40 PV
SCHEDULE 44 PVC PIPE;
WH!CH SHALL BE CONNECTED
TO TEMPORARY ORIFICE PLATE
IN OUTLET STRUCTURE
VENT PIPE iFQR DEWATERiNG}
TO DEWA : _ TO _ D'SS
INLET END ORIFICE INSIDE
SCREEN AND ACCESSIBLE
,¢ THROUGH. DOOR
WATER ENTRY UNIT
PVC ELBOW (TYP.)
'k FLOAT - "C'
ENCLOSURE
BARREL PIPE LONGER THAN SHOWN
NOT INCLUDED WITH SKIMMER,
SUPPLIED BY USER.
FLEXIBLE HOSE
PERSPECTIVE VIEW
VENT PPE (FOR DEWATERING)
SCHEDULE 40
PVC PIPE
WATER SURFACE ELEVATION rl
` ORIFICE PLATE
�y (ryG
FLEXIBLE HOSE 50 PVC TEE
270' PLYWOOD
P
GUIDE ROD (2 TYP) CUSS B STONE PAD
4'X4AX1'MIN.
FRONT VIEW
HEAD
SPILLWAY
BASIN
FLOAT ON
ORIFICE
LBMATM
ARM
ROCK
BASK!
VOLUME.
SIZE ORIFICIERADIUS
MINUSCO
LENGTH
BOTTOM
NO.
(CF)
(IN) (W)
(IN)
ELEV.
(FT)
ELEVATION
1
53;075
1 5 . 5
3
1.0'
_-
14.00
NOTES:
1.) "A' SHOULD BE 4F OR LESS WHEN THE WATER SURFACE IS AT THE MAXIMUM POOL. ELEVATION - THE ELEVATION OF
THE 2 CES/ACRE DISCHARGEE,
2.) GUIDE ROPE AND STAKES SHALL BE INSTALLED FROM SKIMMER HEAD TO TOP' OF BASIN BERM. GUIDE ROPE SHALE BE
OF SUFFICIENT LENGTH TO ALLOW SKIMMER HEAD FREE MOVEMENT FROM CLEAN OUT ELEVATION, TO TOP OF THE 2 CFS/AC
DISCHARGE ELEVATION.
FAIRCLOTH SK.IlyDAER DETAIL sK
NIS
SOURCE13OX
LAST REVISED: BQHLER
DETAIL
►�
1�
S .e.
* j*
,�, �I�
•. a :.a,a , ��i691iaTJ1
9aaa -. r
-MAINTAIN STOCK PILE SURFACE
IN ACCORDANCE WITH TEMPORARY'.
STABILIZATION NOTES
2:1 MAX. SIDE. SLOPES
CONSTRUCT SILT DIKE
AROUND DOWNHILL SIDE OF
STOCKPILE
TEMPORARY STOCKPILE DETAIL SP
N.T.S.
SOURCE BOX
LAST REVISED: :DE
QHLER
[_ TAIL
FIGURE 6.61 d
Sediment Basin (with Riser Barrel Pipe) ` f
TOP OF
TRASH RACK _._. EMBANKMENT
ELEVATION (ETE)
CLASS 8 STONE PAD
(4' X 4' X V MIN.)
WIN BOTTOMJ
FLEXISLE3 ELEVATION (BE) HOSE'
TEMP. STUB
ANTI-FLOATT
BLOCK EXISTING -
STRUCTURE
LAST REVISED BQHLER
DETAIL
MARCH 2O13
LAST REVISED: BQHLER
DETAIL
MARCH 2413
COLLAR
9 j
BIE Jt
CUTI)FF 1
BARREL
TRENCH EXISTIN
OUTLET
Z DEEP OUTLET PIPE
(BOE)
BASIN
{ NO.
21
(FT)
Z2
(FT)
TOP
PROP.
STRIUCT.
ELEV.
TES (PT)
CLEAN
OUT BOTTOM
ELEV ELEV
CITE Be
(FT) (FT)
---
TOP ELEV
ETE
(FT)
I
-3-3
76.50
18.00
15,00 . 14,00
SKIMMER
T
---
---
OUTLET..
DU\
LENGTH
DU
INLET
i LENGTH
ELEV
or
SAI
ad
ELEV SIE
BI
SIDE
(IN)
(FT)
MArL
(IN)
(FT)
MATT.
(FT)
(FT)
6
6
1 PVC
15
15.00
RCP
15
14.92
NOTES:
1. SEE AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES.
2. INSTALL A MINIMUM OF 3 COIR FIVER BAFFLES IN ACCORDANCE WITH PRACTICE STANDARD 6.65.
3: INSTALL SKIMMER AND COUPLING TO RISER STRUCTURE OR DIRECTLY INTO EMBANKMENT T FT.
FROM BOTTOM OF BASIN.
4. THE ARM PIPE SHALL HAVE A MINIMUM LENGTH OF 6 FT. BETWEEN THE SKIMMER AND COUPLING.
Figure 6.65b Coir Fiber Baffle Detail B
Cross section of a porous bait#e in a sediment basin.
DEVELOPER f OWNER:
2001 SE 10TH STREET
BENTONVILLE, AR
72716-5570
479-204-1195
SITE OPERATOR/GENERAL CONTRACTOR:
NT,
IMPORTANT! GC MIDST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
REVISIONS ;
BY
PER CITY COMMENTS
CWS
PER OUT TO BID
CWS
PER ARCH. COORDINATION
CWS
PER NCDENR COMMENTS
CWS
PER WATER REVISIONS
CWS
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CHECKED
J.R,H.
DATE
09 09f13
SCALE
---
AS NOTED
JOB No_
-- -
NCC138113
SHEET
SW-7
9
OF 24
SHEETS
V:\13\P130150\_CAD\LD PLANS\REV - 5\P130190 DETAILS-5----- >L:AYOU.T: 09- ES JETALS
Pi
NSVISIOn UatB ()CtobB 2B3 2013

2
3
51
5
6
7
E�
fr
A
C
F
W
CONSTRUCTION
AREA
FLOW
DIKE PLAN VEIW
I J 4 �1 ;161 4V�mlm Zk I iLi I :I
NOTES
NOTES:
1. VERIFY WITH CEO WHICH DISCHARGES FROM DEWATERING ACTIVITIES ARE ALLOWED OR ARE NOT ALLOWED
1. ALL ON -SITE TOPSOIL MUST BE PRESERVED FOR REUSE ON THE SITE DURING REVEGETATION, UNLESS IT IS
NON-STOR WATER DISCHARGES UNDER E. GENERAL PERMIT
M THE GENE. P RM .AND OTHER REGULATIONS, OBTAIN ALL
INFEASIBLE OR UNREASONABLE 70 O0 SO. (NOTE: TOPSOIL STOCKPILING ON -SITE MAY BE INFEASIBLE 1F SPACE
STATE AND LOCALREGULATIONS- SEE THE. REQUIRED
DEWATERING PERMITS AND AUTHORIZATIONS REQUIRED W.
IS NOT AVAILABLE ON -SITE. FOR TOPSOIL STOCKPILING. OR IF LITTLE TO NO VEGETATION IS TO REMAIN UNDER
DEWATERING PERMITS AND AUTHORlZAD0.NS. TABLE BELOW. E
GC COLUMNS 3
3 AND 4.
POST -CONSTRUCTION CONDITIONS, STOCKPILING OF TOPSOIL AT AN OFF SITE LOCATION OR TRANSFER OF
TOPSOIL TO OTHER LOCATIONS MAY ALSO BE ACCEPTABLE BUT MUST BE AUTHORIZED BY THE DEC).
2. GC MUST WAIT TO HAVE WRITTEN COPY OF ALL REQUIRED DEWATERING PERMITS AND AUTHORIZATIONS BEFORE
PERFORMING DEWATERING ACTIVITIES.
2. ALL SOIL STOCKPILES MUST BE STABILIZED TO PREVENT EROSION AND FUGITIVE DUST. THE SURFACE OF THE
OPERATIONS MUST BE DIRECTED THROUGH AN APPROPRIATE POLLUTION
3. DISCHARGES FROM DEWATET
STOCKPILE MUST BE PROPERLY PROTECTED TO ELIMINATE THE RISK OF EROSION. SEE TEMPORARY SEEDING OR
STABILIZATION DETAIL. SUITABLE ALTERNATIVE MEANS OF STABILIZATION CAN BE USED, SUCH AS PROPERLY
EM
PREVENTION/TREATMENT SYSTEM OF CONTROL MEASURES, SUCH AS A SEDIMENT/FILTER BAG. SEDIMENT TRAP OR
ANCHORED PLASTIC TARPS.
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 FRO,A DEWATERNG OPERATIONS TO BE:
3. PERIMETER SEDIMENT CONTROLS ALSO MUST BE INSTALLED AT STOCKPILE LOCATIONS TO PREVENT CONTACT WITH
DISCHARGED DIRECTLY INTO SANITARY SEWER SYSTEMS, STREAMS, RIVERS, LAKES OR OTHER AREAS BEYOND THE
STORMWATER, INCLUDING RUN-ON.
PERMITTED PROJECT AREA. LIKEWISE, DISCHARGES INTO STORM .SEWER SYSTEMS THAT DO NOT DRAIN TO A
SUITABLE ON -SITE TREATMENT FACIUTY, SUCH AS A BASIN, ARE ALSO PROHIBITED. DISCHARGES FROM
4. STOCKPILES MUST BE LOCATED OUTSIDE OF ANY VEGETATED BUFFER AREAS AND SHOULD BE LOCATED AS FAR
DEWATERING OPERATIONS MUST ALSO BE CONDUCTED IN A MANNER SUFFICIENT TO PREVENT EROSION FROM THE
AS PRACTICABLE FROM STORMWATER CONVEYANCES AND. IMPOUNDMENTS AND WATER BODIES.
DISCHARGE RUNOFF.
5. STOCKPILE LOCATIONS SHALL BE NOTED ON THE SITE MAPS.
4. IN SEDIMENT TRAP OR BASIN OR POND DEWATERING OPERATIONS, WATER MUST 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.
SOURCESOX
5, DO NOT DISCHARGE ON A SLOPE GREATER THAN THREE. PERCENT NOR WITHIN 2D FEET OF A SURFACE WATER
_
-CAST REVISED:
WAL-MART
STOCKPILES
BODY,
Sp
STANDARD
8. DEWATERING SHALL NOT OCCUR DURING OR IMMEDIATELY AFTER PRECIPITATION EVENTS, BUT EXCEPTIONS SHALL
JUNE
BE EVALUATED ON CASE BY CASE BASIS. CONTACT THE CEC. AND RECEIVE WRITTEN APPROVAL
2012
DETAIL
7. DEWATERING ACTIVITIES IN THIS PROJECT ARE RESTRICTED UNDER THE NPTES AUTHORIZATION AND THE
CONDITIONS OF THE CONSTRUCTTON GENERAL PERMIT.
REQUIRED DEWATERING PERMITS AND AUTHORIZATIONS -�
1 2 3 4
GOVERNING AGENCY
PERMIT NAME/TYPE.
PERMIT NO,
(GO TO COMPLETE)
DATE PERMIT WAS NC I
ISSUED BY AGENCY
(GC TO COMPLETE)
DEWATERING
pw
SOUR
LAST REVISED: WAL-MART
STANDARD
JUNE 2012 DETAIL
NOTES:
1. INSTALLED SILT DIKE UNiT SHALL HAVE CONTINUOUS AND FIRM CONTACT WITH PAVEMENT.
2. ADHESIVES SHALL BE LIQUID NAIL OR APPROVED EQUAL FOR CONCRETE PAVEMENT APPLICATIONS AND
EMULSIFIED ASPHALT FOR ASPHALT APPLICATIONS. ADHESIVE SHALL BE PLACED WHERE THE UNITS OVERLAP
AND A 20" STRIP ALONG BOTH EDGES.
3. CONTRACTOR SHALL INSPECT ALL DIKES AFTER EACH RAINFALL EVENT OF AT LEAST 0.5 INCHES. ANY
DEFICIENCIES OR DAMAGE SHALL BE REPAIRED BY THE CONTRACTOR, AND IF NECESSARY, SiLT DIKE SHALL
BE REPLACED. ACCUMULATED SILT OR DEBRIS SHALL BE REMOVED AS NECESSARY, IF THE DIKES ARE
DAMAGED OR INADVERTENTLY MOVED DURING THE SILT REMOVAL PROCESS, THE CONTRACTOR SHALL
IMMEDIATELY REPAIR OR REPLACE AS NECESSARY.
ADHESIVE
FLOW
SECTION A -A
ADHESIVE
SILT DIKE
_(ON EXISTING PAVEMENT)
N,Ts. SDP
V:\13\P130190\ CAD\LD PLANS\REV - 5\P,30190 DETAILS-5--->LAYOUT: 10-- ES DETAILS
(STING CONCRETE OR
PHALT PAVEMENT
NOTES
,,
1. LARGE AREAS OF SOIL THAT ARE DENUDED OF VEGETATION AND HAVE NO PROTECTION FROM PARTICLES BEING
PICKED UP AND CARRIED BY WIND SHOULD BE PROTECTED WITH A TEMPORARY COVER OR KEPT UNDER CONTROL
WITH WATER OR OTHER SOIL ADHERING. PRODUCTS TO PREVENT SOIL PARTICLES FROM BECOMING AIRBORNE„ AND
FROM EXITING THE SITE PERIMETER.
2. WATER TRUCKS OR OTHER DUST CONTROL AGENTS SHALL BE USED AS NEEDED DURING CONSTRUCTION TO
MINIMIZE DUST GENERATED ON THE SITE. TACKIFIERS MAY BE USED TO HOLD SOIL IN PLACE AND PREVENT
DUST. MANUFACTURER RECOMMENDATIONS FOR APPLICATION LOCATIONS AND RATES MUST BE USED FOR DUST
CONTROL APPLICATIONS, ONLY SWPPP SPECIFIED TACKIFIERS MAY BE USED ON THE PROJECT SITE; ANY
CHEMICAL APPLICATION NOT INCLUDED IN THE SWPPP MUST BE APPROVED, IN WRITING, BY THE DEC,
3. DUST CONTROL MUST BE PROVIDED BY THE GC TO A DEGREE THAT IS. IN COMPLIANCE WITH APPUCA13LE
FEDERAL, LOCAL AND STATE DUST CONTROL REGULATIONS,
4. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS
IS PROHIBITED.
S. IN ADDITION TO BMPS, GC SHALT. PERFORM PER PRACTICES AND PROCEDURES WHICH MINIMIZE AND PREVENT
AIRBORNE DUST OR OTHER PARTICLES FROM OCCURRING.
_ SOURCE SOX
LAST REVISED: WAL MART OUST CONTROL
STANDARD DC --
JUNE 2012' DETAIL _
NOTES:
i. MATERIAL STORAGE AREAS SHOULD BE LOCATED, WHEN POSSIBLE, TO MINIMIZE EXPOSURE TO WEATHER.
INSPECTIONS SHALL EVALUATE DISTURBED AREAS AND AREAS USED FOR STORING MATERIALS THAT ARE
EXPOSED TO RAINFALL FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE
SYSTEM OR DISCHARGING FROM THE SITE IF NECESSARY, THE MATERIALS MUST BE COVERED OR ORIGINAL
COVERS. MUST BE REPAIRED OR SUPPLEMENTED. ALSO, PROTECTIVE BERMS MUST BE CONSTRUCTED, IF
O RUNOFF FROM MATERIAL STORAGE AREAS. GC SHALL ADHERE TO ALL STATE ANDNE£bEO, TO CONTAIN LOCAL REGULATIONS PERTAINING TO MATERIAL STORAGE AREAS.
2. CHEMICALS PAINTS, SOLVENTS, FERTILIZERS, AND OTHER TOXIC MATERIALS MUST BE STORED IN WATERPROOF
CONTAINERS, EXCEPT DURING APPLICATION, THE CONTAINERS AND THE CONTENTS MUST BE KEPT IN TRUCKS
OR. INSIDE OF STORAGE FACILITIES. RUNOFF CONTAINING SUCH MATERIAL MUST BE COLLECTED, REMOVED
FROM THE SITE, TREATED, AND DISPOSED OF AT AN APPROVED SOLID WASTE AND CHEMICAL DISPOSAL
FACILITY.
MATERIAL LAYDOWN
AND STORAGE AREA
Ls
LAST REVISED: 1 WAL-MART
STANDARD
JUNE 2013 1 DETAIL
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 MUST BE CONTROLLED AND MANAGED TO AVOID
CONTACT WITH SURFACE WATERS, 'WETLANDS, AND BUFFERS. NO CONCRETE OR CEMENT SLURRY SHALL BE
DISCHARGED FROM THE SITE.
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 MUST BE PROTECTED FROM VEHICLE TRAFFIC AND CLEARLY
IDENTIFIED BY LEGIBLE SIGNAGE, AND MUST 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 MUST 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.
cw CEMENT AND CONCRETE WASHOUT
Q
LAST REVISED: WAL-MART
STANDARD
JUNE 2013 DETAIL
NOTES:
1. PROVIDE WASH. STATION IN A LOCATION PROTECTED FROM WEATHER ELEMENTS.
2. COLLECT ALL USED WASH WATER AND DISPOSE OF IT PROPERLY.
3. PROVIDE ADEQUATE SUPPLY OF WATER AND ANY OTHER SUPPLIES TO ENSURE PROPER OPERATION OF WASH
,STATION WHEN NEEDED.
PAINT AND STUCCO WASHOUT
LAST REVISED: WAL-MART
STANDARD
JUNE 2013 DETAIL
NOTES:
I. SUBSTANCES THAT HAVE THE POTENTIAL FOR POLLUTING SURFACE AND/OR GROUNDWATER MUST BE
CONTROLLED BY ANY MEANS NECESSARY TO ENSURE THAT THOSE DO. NOT DISCHARGE FROM. THE SITE. IN
THIS REGARD, POTENTIALLY POLLUTING SUBSTANCES SHALL BE STORED AND HANDLED IN A MANNER
CONSISTENT WITH THE RISK OF IMPACT THOSE REPRESENT, AND ACCORDING WITH THE REGULATIONS.
2. NO SOLID MATERIALS; INCLUDING. BUILDING MATERIALS, ARE ALLOWED TO BE DISCHARGED FROM THE SITE WITH
STORMWATER. ALL SOLID WASTE, INCLUDING DISPOSABLE MATERIALS INCIDENTAL TO THE CONSTRUCTION
ACTIVITIES, MUST BE COLLECTED AND PLACED IN CONTAINERS. RUBBISH, TRASH, GARBAGE, UTTER; OR
OTHER SUCH MATERIALS .SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED.
FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE
DITCHES OR WATERS OF THE STATE. THE CONTAINERS SHALL BE HAULED AWAY FROM THE SITE AND
EMPTIED WHEN THOSE BECOME 95% FULL, OR AS NECESSARY, BY A CERTIFIED TRASH DISPOSAL SERVICE.
LIDS DR COVERS FOR THE CONTAINERS SHALL BE PROVIDED FOR USE DURING RAIN EVENTS TO PREVENT
WASTE CONTACT WITH STORMWATER. WASTES THAT CANNOT BE STORED IN A CONTAINER MUST BE STORED
UNDER COVER OR INDOORS. THE LOCATION OF SOLID WASTE RECEPTACLES SHALL BE SHOWN ON THE SITE
MAPS.
SOLID WASTE DISPOSAL
LAST REVISED: WAL-MART
STANDARD
JUNE 2013 DETAIL
NOTES:
1. USING WATER FROM BA
SINS, TRAPS TANKS OR WATER CONTAINMENTA A F 5, .OTHER W AREAS (R IRRIGATION SUCHMINIMIZES
E
DISCHARGES FROM THE SITE, AND SIT MAY SATISFY OTHER NEEDS OF THE CONSTRUCTION PROJECT, SUCH AS
DUST CONTROL, VEGETATIVE ESTABLISHMENT. ETC,
2, CARE -SHOULD BE TAKEN THAT WATER. UTILIZED FROM CONTAINMENT AREAS ON -SITE FOR CONSTRUCTION
PURPOSES DOES NOT DISCHARGE OFF -SITE, IF DISCHARGE IS ANTICIPATED OR OBSERVED. DEWATERING
PROCEDURES STATED IN THE DEWATERING DETAIL MUST BE FOLLOWED. -
3. GC SHALL IMPLEMENT IRRIGATION OR DISPERSION AS PRACTICABLE TO REDUCE WATER' VOLUME IN IMPOUNDMENTS
AND TO FOSTER VEGETATION GROWTH.
ID IRRIGATION OR DISPERSION
LAST REVISED_ WAL-MART
STANDARD
JUNE 2012 DETAIL
NOTES:
1. STORM DRAIN INLET PROTECTION MEASURES SHALL PREVENT SOIL. AND DEBRIS FROM ENTERING. STORM DRAIN
INLETS
2. TEMPORARY CONTROLS SHALL BE CONSTRUCTED BEFORE THE SURROUNDING AREA. IS DISTURBED.
3. TO PREVENT CLOGGING, STORM DRAIN CONTROL. STRUCTURES MUST BE MAINTAINED FREQUENTLY,
4. CHECK ALL TEMPORARY CONTROL MEASURES DAILY. AND AFTER EACH STORM EVENT.
S. CONTROL MEASURES MUST BE BUILT PER DETAIL AND PLANS, AND MUST BE IN GOOD WORKING CONDITION
AT ALL TIMES.
P INLET PROTECTION
LAST REVISED: I WAL-MART
STANDARD
JUNE 2013 DETAIL
NOTES;
1. THE GC :SHALL IDENTIFY MASONS' AREA WITH LEGIBLE SIGNAGE ON THE SITE. TO THE EXTENT PRACTICAL,
ALL MASONRY TOOLS, MATERIAL, INCLUDING SAND AND SACKED CEMENT AND/OR MORTAR MATERIALS, MIX,
AND EQUIPMENT SHALL BE LOCATED WITHIN THE AREA IDENTIFIED. MATERIALS VULNERABLE. TO WEATHER
ELEMENTS SHALL BE STORED IN CONTAINERS AT THE END OF EACH WORK DAY; SUCH MATERIALS SHALL
REMAIN STORED IN CONTAINERS WHEN NOT IN USE.
2. RUNOFF CONTROL, SUCH AS DIVERSION BERMS, SILT FENCE, SILT DIKE,. OR OTHER MEANS OF CONTAINMENT
SHALL BE PROVIDED TO PREVENT THE. MIGRATION OF STORMWATER POLLUTANTS FROM THE MASONS' AREA.
COVERED RECEPTACLES. FOR DEBRIS AND TRASH DISPOSAL SHALL ALSO BE PROVIDED,
3, THE MASONS' AREA SHALL MEET OSHA AND OTHER REGULATORY REQUIREMENTS .FOR PERSONAL PROTECTIVE
EQUIPMENT (PPE), FIRE EXTINGUISHERS, ETC, GC SHALL PROVIDE SCREENING OR OTHER TECHNOLOGIES FOR
MASONS' AREA TO PREVENT AIRBORNE TRANSPORT OF CEMENT DUST AND OTHER PARTICULATES: DUE TO
HIGH SPEED WIND OR OTHER CONDITIONS. THE LOCATION OF THE MASONS' AREA SHALL BE SHOWN ON THE
SITE MAPS.
MA MASONS' AREA
SOURCE BOX
LAST REVISED: WAL-MART
STANDARD
JUNE 2013 DETAIL
NOTES
1. THE GC SHALL IDENTIFY FUELING AREAS WITH LEGIBLE SIGNAGE ON THE SITE. TEMPORARY ON -SITE FUEL
TANKS FOR CONSTRUCTION VEHICLES SHALL MEET ALL LOCAL, STATE AND FEDERAL REGULATIONS. ALL
TANKS, SINGLE AND DOUBLE WALLED, SHALL BE PROVIDED WITH SECONDARY CONTAINMENT (THAT IS
CONTAINMENT EXTERNAL TO
AND SEPARATE FROM PRIMARY CONTAINMENT). TANKS SHALL HAVE APPROVED
SPILL CONTAINMENT WITH THE CAPACITY REQUIRED BY THE APPLICABLE REGULATIONS. SECONDARY
CONTAINMENT SHALL BE CONSTRUCTED OF MATERIALS OF SUFFICIENT THICKNESS, DENSITY, AND
COMPOSITION SO AS NOT TO BE STRUCTURALLY WEAKENED AS A RESULT OF CONTACT WITH THE FUEL.
STORED AND CAPABLE OF CONTAINING DISCHARGED FUEL FOR A PERIOD OF TIME EQUAL TO OR LONGER
THAN THE MAXIMUM ANTICIPATED TIME SUFFICIENT TO ALLOW RECOVERY OF DISCHARGED FUEL, IT SHALL
BE CAPABLE OF CONTAINING 110% OF THE VOLUME OF THE PRIMARY TANK IF A SINGLE TANK IS USED, OR
IN THE CASE OF MULTIPLE TANKS, 150% OF THE LARGEST TANK OR 110%. OF THE AGGREGATE, WHICHEVER.
IS LARGER.
2. THE TANKS SHALL BE IN SOUND CONDITION, FREE OF RUST OR OTHER DAMAGE WHICH MIGHT COMPROMISE
CONTAINMENT. FUEL STORAGE AREAS SHALL MEET ALL EPA, OSHA AND OTHER REGULATORY REQUIREMENTS
FOR SIGNAGE, FIRE EXTINGUISHERS, ETC. HOSES, VALVES, FITTINGS, CAPS. FILLER NOZZLES, AND
ASSOCIATED HARDWARE SHALL BE MAINTAINED IN PROPER WORKING CONDITION AT ALL TIMES. TANKS
SHALL BE LOCATED TO MINIMIZE EXPOSURE. TO WEATHER AND SURFACE WATER DRAINAGE FEATURES THE
LOCATION OF FUEL TANKS SHALL BE SHOWN ON THE SITE MAPS.
3, A SPILL PREVENTION, CONTROL AND COUNTERMEASURE (SPCC) PLAN MUST BE DEVELOPED IF ABOVEGROUND
OIL STORAGE CAPACITY AT THE CONSTRUCTION SITE EXCEEDS 1.320 GALLONS OR AS SPECIFIED BY STATE.
4, CONTAINERS. WITH A STORAGE CAPACITY OF 55-GALLONS OR LESS ARE NOT INCLUDED WHEN CALCULATING
SITE STORAGE CAPACITY, THE DO SHALL WORK WITH THE CEC TO DEVELOP AND IMPLEMENT A SPCC PLAN
IN ACCORDANCE WITH THE OIL POLLUTION PREVENTION REGULATION AT TITLE 40 OF THE CODE OF FEDERAL
REGULATIONS, PART 112, (40 CFR 112),
FUEL AND PETROLEUM
�, STORAGE AND. USE
�X
LAST REVISED: ( WAL-MART
STANDARD
JUNE 2013 DETAIL
NOTES:
1. THE GC SHALL DESIGNATE AREAS ON THE SITE MAPS: FOR EQUIPMENT CLEANING, MAINTENANCE, AND
REPAIR- THE GC AND SUBCONTRACTORS SHALL UTILIZE SUCH DESIGNATED AREAS. CLEANING,
MAINTENANCE, AND REPAIR AREAS SHALL BE PROTECTED BY A TEMPORARY PERIMETER BERM, SHALL. NOT
OCCUR WITHIN 15D FEET OF ANY WATERWAY, WATER. BODY OR WETLAND, AND SHALL OCCUR IN AREAS
LOCATED AS FAR AS PRACTICAL FROM STORM SEWER INLETS. DRIP PANS SHALL BE USED FOR VEHICLE
MAINTENANCE ACTIVITIES AND RESULTANT WASTES SHALL BE DISPOSED OF IN ACCORDANCE NTH THE
HAZARDOUS MATERIAL MANAGEMENT AND SPILL REPORTING PLAN NOTES INCLUDED ON THIS PLAN SHEET,
2. USE OF DETERGENTS FOR LARGE SCALE WASHING IS PROHIBITED (FOR EXAMPLE; WASHING VEHICLES,
BUILDINGS, PAVEMENT SURFACES, ETC.). ALL WASH WATER SHALL BE DETAINED AND PROPERLY TREATED
OR DISPOSED.
EQUIPMENT AND VEHICLE
CLEANING AND MAINTENANCE AREAS
M
LAST REVISED: I WAL-MART
STANDARD
JUNE 2013 DETAIL
NOTES:
1. IMPORTANT: GC SHALL NOT APPLY FLOCCULANTS WITHOUT PREVIOUS REVIEW AND WRITTEN CONFIRMATION BY
CEO. FLOCCULANTS MUST BE USED ONLY IN LOCATIONS SHOWN ON THE SWPPP MAPS, AT RATES AND METHODS
SPECIFIED AND AS APPROVED BY CEC. DEC SHALL CONFIRM WHETHER TO FOLLOW MANUFACTURER DIRECTION,
OR MODIFY MANUFACTURER'S DIRECTION,
2. FLOCCULANTS. SHALL BE USED AS FAR UPSTREAM OF BASINS, TRAPS, TANKS, OR OTHER. WATER CONTAINMENT
AREAS AS POSSIBLE, THE EFFECTIVENESS OF FLOCCULANTS DEPENDS ON THE TRAVEL TIME AND AGITATION OF
THE WATER, FOR PROPER MIXING.
3. ALL SEDIMENTATION/SETTLING MUST OCCUR WITHIN THE LOD. THAT IS. VELOCITY OF FLOW IN WATER
CONTAINMENT SHOULD BE NEAR ZERO, AND THE TIME OF RESIDENCE AS LONG AS POSSIBLE.
4. FLOC BLOCKS, FLOCCULAN.T-IMPREGNATED WATTLES, AND ANY OTHER CONTROL MEASURES WHICH SUPPLY
FLOCCULANTS MUST BE REGULARLY INSPECTED AND MAINTAINED, AS ARE ALL OTHER CONTROL MEASURES.
5. STANDARD EROSION AND SEDIMENT CONTROLS ARE. REQUIRED BOTH PRIOR TO AND AFTER CHEMICAL TREATMENT
IN ACCORDANCE WITH THE SWPPP PLANS.
CHEMICALLY -ENHANCED SETTLEING
PASSIVE. TREATMENT SYSTEMS
CES
North Carolina DVVCi APProved PAMS/ Flocculants List
UPdOW 2122/2013
(Listed in a"abeticai order)
convarly
Product
Msu m Reeomrnanded
CtxrcentratlaM
Appked Porymer
APB 712
59 3 ppm
APB 730
5.6
APB 740
5.2 "
.APB 709d
«
APB 703d#3
APS 706b
L.M.G. Magnet 163 Powder
0.5
BP-2100
28.125
-
APB 705
37. to
AmlarnarK, Inc
AQ100
Land surface application only at 39.7
awn
Aquamark. Im
A0109
Land surface appticabon at 0.1
Ashland Herctaes Wad Trail
AsNand Oterge Pao 55
10
AsMand Hercules Wat6fTec b
Ashlarul Latta MC 95M
10 rr19IL
Fear Conwltillg
PAX-CFC36A
5 ppm
Cape Fear C.GIRe "
CFC-4330
4.5 PPM
Carodna
HYDROLOC PAM
Land surface application e13.0
Green " es
Sod Defender
Land surface a at 0.D08%
HaloSGWCe,. Inc.
GefFldO
2.55
HaloBource InG.
LBP-2101
5m
Mertes Geo prularlW
TerreGuard Granular PAM
3 25ng9_
InndvatNe Turf SoluSans-
IsrmroPam
200 MWL
Irmo a0ve Turf Solutions
Erosion Guard Powder, Erasion
Guard. LogstEraskIn. Guard Fleft
2W MWL
Inntrvative 7Laf: Soluaals
Fl.QC
6W mgIL
Leaner Meaner Greener, Inc
L.M.G. Dust Magnet 281
Soluaon
O;IAS%
Nebo
Nalco 8187
100 ppm
NTU
GeoScrub 10. 13, 20. 23, 34
tU ffv&
NTU
G*oScrub Bubbles
1
Pascirei Associates Sales.
PFR P251
2S
Boutlteastem Lafooretcries.
SR FLOC 6026
7:S aWn
Slom: Klear
i 3% L' q u _Rm
9.4 mWL
Terra NM
I EarfMivard
000W5 HIUL 771
LAST REVISED: I WAL-MART
REVISED
JUNE 2012 DETAIL
NOTES:
1, ALL PERSONNEL INVOLVED 'NTH CONSTRUCTION ACTIVITIES MUST COMPLY WITH STATE AND LOCAL SANITARY
OR SEPTIC SYSTEM REGULATIONS, PORTABLE TOILETS MUST BE LOCATED AT LEAST 30 FEET FROM INLETS,
CHANNELS, SWALES, OR .PERMITTED LIMITS OF DISTURBANCE, AND MUST BE LOCATED AT LEAST 50. FEET
FROM WATERS OF THE STATE, OR WATERS OF THE U.S. PORTABLE TOILETS MUST BE SECURELY ANCHORED
AND/OR TIED DOWN, SECONDARY CONTAINMENT SHALL BE PROVIDED AND FULL CAPACITY SHALL BE
RESTORED IMMEDIATELY UPON DISCOVERY OF ITS DIMINISHMENT, THE LOCATION OF SANITARY FACILITIES
SHALL BF SHOWN ON THE SITE MAPS.
Q SANIT_ARY FACILITIES
LAST REVISED: I WAL--MART
STANDARD I
JUNE 2013 DETAIL
NOTES:
1, THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING
AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AREA AS
CONDITIONS DEMAND,
TP TEMPORARY PARKING
__ 8<NdRCE Box_--�
LAST REVISED: WAL-MART
STANDARD
JUNE 2013 DETAIL
NOTES:
1. CONTRACTOR SHALL PROVIDE DESIGNATED LOCATION FOR SORTING AND SEPARATING HAZARDOUS. WASTES
2. HAZARDOUS WASTE STORAGE MUST BE PROTECTED FROM WEATHER ELEMENTS AND HAVE RESTRICTED
ACCESS.
3. HAZARDOUS WASTE STORAGE MUST COMPLY WIN LOCAL, STATE, AND FEDERAL REGULATIONS.
4. HAZARDOUS WASTE STORAGE MUST COMPLY WITH CONTRACT DOCUMENTS.
HAZARDOUS WASTE DISPOSAL
LAST REVISED: ANAL -MART
STANDARD
JUNE 2013 DETAIL
DEVELOPER/OWNER:
2001 SE 10TH STREET
BENTONVILLE, AR
72716-5570
479-204-1195
SITE OPERATOR/GENERAL CON
Is
IM PMTANT. GC MUST SIGN ALL PLAN SEEM
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
REVISIONS
BY
PER CITY COMMENTS
CWS
PER OLIT TO BID
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PER ARCH. COORDINATION
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BEFORE YOU DIG!
GALL 1-800-632-4949
N.C. ONE —CALL. CENTER
IT'S THE LAWI
DEMOLITION LEGEND
�A EXISTING TO DE REMOVED
® EXISTING TO REMAIN
(1 EXISTING TO BE RELOCATED (SEE ASSOCIATED PLANS FOR POINT
iJ OF RELOCATION
PROTECT EXISTING STRUCTURES, UTILITIES AND/OR TREES DURING
WORK. CONTRACTOR TO REPAIR/REPLACE IF DAMAGED
OREMOVE SECTION OF CURB FOR INSTALLATION OF TEMPORARY
SEDIMENT TRAP
O LIMITS OF SAWCUT AND PAVEMENT REMOVAL
©EXISTING LIGHT POLE AND BASE SHALL REMAIN. CONTRACTOR
SHALL REPLACE LIGHTING FIXTURE AS WELL AS REMOVE THE PAINT
ON THE EXISTING BASE AND RE PAINT THE EXISTING BASE
TRAFFIC YELLOW
PAVEMENT REMOVAL
Q LINE LEGEND
EXISTING PROPERTY BOUNDARY
EXISTING LEGAL. ROW
EXISTING ADJACENT PROPERTY LINE
EXISTING TREE LINE
- - EXISTING CURB TO BE REMOVED
EXISTING STORM SEWER LINE
EXISTING SANITARY SEWER LINE
T T T EXISTING TELEPHONE
- ---m{-..- .. OH __---Ot'--- EXISTING OVERHEAD ELECTRIC
EXISTING CONTOUR W/ELEVATION
----
- - - - - - - - - - - - - - - - PROPOSED SAWCUT UNE
Q SYMBOL LEGEND
,or EXISTING HYDRANT
0 EXISTING WATER VALVE
0 EXISTING TREE
EXISTING TREE TO BE REMOVED
0 EXISTING SANITARY MANHOLE
® EXISTING STORMWATER INLET
0 EXISTING STORMWATER MANHOLE
SEE NOTES SHEET FOR
DEMOLITION NOTES
DEfVIOLMOA PLAN
GRAPHIC SCALE
( IN FEET )
1 inch _ 40 ft.
a
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-
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---.==:
X X X
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0
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PROPOSED STOP BAR
PROPOSED SIGN
PROPOSED PIPE BOLLARD
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PROPOSED CONCRETE WHEEL STOP
1 rj
PROPOSED PARKING SPACES
PROPOSED CROSSWALK
PROPOSED HANDICAP
PARKING SPACE
PROPOSED HEAVY DUTY CONCRETE
PAVEMENT
- • -
PROPOSED HEAVY DUTY ASPHALT
. ..
PAVEMENT
PROPOSED FULL DEPTH STANDARD
DUTY ASPHALT PAVEMENT
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE —CALL CENTER
IT'S THE LAWI
F�
6
SITE LOCATION MAP
SCALE: I"=2000`
SITE / RECORD PLAN
Is
1. THIS PLAN REFERENCES DOCUMENTS AND
. INFORMATION BY:
a. BOHLER ENGINEERING.INC, -
22638 DAVIS DRIVE, SUITE 250
STERLING, VIRGINIA 20164
ENTITLED' BOUNDARY & TOPOGRAPHIC SURVEY'
PREPARED FOR, WALMART STORES. INC.
FILE NO. SNCC138113
DATED: 8/15/13
2. ALL ELEVATIONS SHOWN ARE IN ACCORDANCE NTH THE REFERENCED SURVEYOR'S BENCHMARK AND .MUST
BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUNDBREAK.
3. OWNERS: JAMES 0. MORTON, JR. AND WIFE; REBECCA P. MORTON
APPUCANT: WAL-MART STORES EAST, L.P.
2001 S.E. LOTH STREET, BENTONVILLE, ARKANSAS, 72716--0550
4. PARCEL DATA. D.B. 1648 PG, 0608
PIC. 8-240035-A
S. THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2%
ANNUAL CHANCE FLOODPLAIN),
6, BASED ON THE DRAFT PHASE I ENVIRONMENTAL SITE ASSESSMENT, PREPARED BY SME, DATED
8/6/2013, A DRAINAGE DITCH LOCATED ALONG THE SOUTHWESTERN PROPERTY BOUNDARY LINE WAS
NOTED TO HAVE CONDITIONS CHARACTERISTIC OF A JURISDICTIONAL WETLAND, HOWEVER THIS WALL NOT
BE IMPACTED AS A RESULT OF THE PROPOSED DEVELOPMENT,
7,. THE SITE IS LOCATED IN THE NEUSE BOULEVARD CORRIDOR AND SHALL MEET THE REQUIREMENTS OF
SECTION 15-465 OF THE LAND USE ORDINANCE.
8. PROPOSED CROSS -ACCESS EASEMENT IS PENDING EXECUTION OF AGREEMENT WITH ADJACENT PROPERTY
OWNER.
9. THE ESTIMATED TRIPS PER DAY IS 5,830 TRIPS,
SITE DESIGN REQUIREMENTS
ZONED: C-3 COMMERCIAL DISTRICT
GROSS SITE AREA (TO TITLE UNES):
REQUIRED
PROVIDED
MIN, CONTIGUOUS SITE AREA:.
5,000 SF
320,647 SF
.MIN. LOT WIOTH
100.0'
436.7'
MIN. FRONT YARD SETBACK:
25,0'
50,7'
MIN. SIDE YARD SETBACK:
10.0'
106.0
MIN. REAR YARD SETBACK:
100
139.8'
MIN. GREEN SPACE (PERVIOUS):
1510%
42.3%
MAX. BUILDING HEIGHT;
35.0'
t35.0'
PARKING
REQUIRED = 1 SPACE PER 200 SF OF GROSS FLOOR AREA
(41.117/200 = 2G5.6 = 206)
(PARKING BASED ON USE 2.110 HIGH
—VOLUME
tRAFFIC GENERA 7701V (NC'DOT STANDARD)
PROVIDED - 165 (VARIANCE REQUIRED)
LOADING
REQUIRED = GROSS LEASABLE AREA OF BUILDING:
20,000
- 79.999 SF = 2 SPACES
PROVIDED = 2 SPACES (GLA = 41,117 SF)
<
SEE NOTES SHEET `
FOR SITE NOTES [
ZONING PLAN
GRAPHIC SCALE
40 8a
( IN FEET )
I inch = 40 ft.
REVISIONS
BY
PER CITY COMMENTS
CWS
PER OUT TO BID
CWS
PER ARCH, COORDINATION
CWS
PER NCDENP, COMMENTS
CWS
PER WATER REVISIONS
CWS
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CHECKED
J.R.H.
— DATE
09/09 13
SCALE
AS NOTED
JOB NO,
NCC138113
SHEET
C - 1
12 OF 24 SHEETS
V;A13\P130190\-CAD\LD PLANS\REV - 5\P130193 SI !:-5---->LAYOUT: 12- 70 SITE
.. 1
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Kevision Date:. October 28, 2013

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PAINTING STRIPING LEGEND
SWSL/4" SINGLE WHITE SOLID LINE / 4" WIDE
SYSL/4" - SINGLE YELLOW SOLID LINE / 4" WIDE EACH
DYSL/4" - DOUBLE YELLOW SOLID LINE 4 WIDE EACH
SYSL/1D" - SINGLE YELLOW SOLID LINE / TO- WIDE
SWDL/4" SINGLE WHITE DASHED. LINE / 4" WIDE
-
SBYL/4" - SINGLE BROKEN YELLOW LINE. / 4" WIDE
SWSL/24" - SINGLE WHITE SOLID LINE / 24` WIDE
0 SYMBOL LEGEND
t7
EXISTING HYDRANT
PROPOSED CLEAN -OUT
t
PROPOSED MANHOLE
PROPOSED TYPE 'C' INLET
PROPOSED TYPE INLET
PROPOSED A.D.A. RAMP
PROPOSED LIGHT FIXTURE(S)
PROPOSED STOP BAR
PROPOSED SIGN
•
PROPOSED PIPE BOLLARD
®
PROPOSED CONCRETE WHEEL STOP
PROPOSED PARKING SPACES
PROPOSED CROSSWALK
PROPOSED HANDICAP
y9�
PARKING SPACE
PROPOSED HEAVY DUTY CONCRETE.
PAVEMENT
> •
PROPOSED HEAVY DUTY ASPHALT
PAVEMENT
PROPOSED FULL DEPTH STANDARD
DUTY ASPHALT PAVEMENT
0 LINE LEGEND
EXISTING PROPERTY BOUNDARY
EXISTING .LEGAL ROW
- - - -
EXISTING ADJACENT PROPERTY LINE
— — - - - —
EXISTING EASEMENT
— — - - - -
PROPOSED EASEMENT
EXISTING. TREE LINE
-.,„.. .. ....
_: EXISTING. TREE LINE TO BE REMOVED
- - - - - - - - - - -
- - PROPOSED SETBACK
PROPOSED CURB
----
PROPOSED FLUSH CURB
—X—X—X—
- PROPOSED 6' CHAIN LINK FENCE
PROPOSED GUIDE RAIL.
EXISTING CURB TO BE REMOVED
1
««
...
BEFORE YOU DIGI
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE L Awl
SEE PLANS PROVIDED
BY RAMEY KEMP do
ASSOCIATES FOR ALL
OFF -SITE IMPROVEMENTS
I
2
I
j
U
SITE LEGEND
®6" WIDE FIRE LANE STRIPING PAINTED TRAFFIC RED W/ "NO PARKING FIRE LANE" PAINTED
WITH 4" HIGH WHITE LETTERING AT 25' O.C, SEE DETAIL SHEET,
�. AREA STRIPED AT SYSL/e AT 45- 0 2'-0" D.C.
PEDESTRIAN CROSSWALK WITH 6" WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION OF
�J TRAFFIC AT 2'-0' O.C. AND (1)-8- WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS
NOTED OTHERWISE- SEE SITE PLAN FOR DIMENSIONS.
PEDESTRIAN CROSSING SIGN (TYPICAL) AT PEDESTRIAN CROSSWALKS AS NOTED ON PLANS.
"YIELD" PAINTED WHITE ON PAVEMENT; TYPICAL. SEE DETAIL SHEET.
Yrl CONCRETE JOINTING AND FILLERS TO BE COMPLETED PER DETAIL (TYPICAL OF ALL EXTERIOR
CONCRETE EXCLUSIVE OF ARCHITECTURAL CONCRETE).
©EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT :SIZE, LOCATION FOR STOOPS, STAIRS
AND/OR RAMPS THAT MAY BE REQUIRED. RAMP PAVEMENT FLUSH WITH THE TOP OF STOOP.
6"0 PIPE BOLLARD TYPICAL UNLESS NOTED OTHERWISE. SEE DETAIL SHEET.
OAT GRADE OVERHEAD DOOR LOCATION. SEE ARCHITECTURAL PLANS FOR EXACT SIZE AND
LOCATION FOR. COORDINATION WITH CIVIL PLANS.
J 4" WIDE x 130' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES TYPICAL,
O
16' X 42' CONCRETE COMPACTOR PAD AND 16' X 42' HEAVY DUTY PAD (ORIENT FOR
L"J TRUCK LOADING. REFER TO ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE.
©CONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY
FOR DETAILS.
® ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL SHEET FOR ACCESSIBLE PARKING SPACE
SIZE SIGN AND SYMBOL "VAN" -INDICATES VA ACCESSIBLE SPACE.
( N)
PAINTED ISLAND TYPICAL UNLESS NOTED OTHERWISE. STRIPES SHALL BE PANTED SYSL4"
�
P /"1 AT 2'-0" O.C. PERPENDICULARS TO THE PARKING SPACE.. SEE DETAIL SHEET.
E E
O " ' O 8-GWIDE PEDESTRIAN CROSSWALK, SEE DETAIL SHEET.
EE .
CART CORRAL TYPICAL SEE DETAIL SHEET FOR CART CORRAL DETAIL. (SAM'S CART CORRAL
LOCATIONS ARE FIXED AND MUST BE CONFIRMED WITH SAM'S MANAGEMENT).
10' X 15' STRIPED AREA PAINTED SYSL/4" AT 45- 0 V-.0" O.C- AT JIB CRANE LOCATION.
SEE ARCH, PLANS.
3' BUFFER - REFERENCE CONCRETE SIDEWALK DETAIL. SEE DETAIL SHEET. - NOT USED
S
18" CONCRETE CURB 6" RE VEAL TYPICF.L. SEE DETAIL SHEET,
Q
( )
Ll ARROW PAVEMENT MARKINGS TYPICAL. SEE PLAN FOR TYPE, SEE DETAIL SHEET.
BUILDING SETBACK LINE PER ZONING ORDINANCE.
"NO PARKING FIRE LANE" SIGN. SEE PLAN FOR LOCATION,
3' HD CONCRETE BUFFER. SEE DETAIL SHEET. - NOT USED
TLE STRIPING. SEE DETAIL SHEET. - NOT USED
Y "NO TRUCKS" SIG
N. GN. SEE DETAIL SHEET_ -NOT USED
"TRUCK ROUTE" SIGN. SEE PLAN FOR LOCATION.
"STOP" SIGN. TYPICAL. SEE DETAIL SHEET.
ADA STALL, LANDSCAPE ISLAND WALKWAY, & CART CROSSOVER. SEE. DETAIL SHEET.
HIGH TRAFFIC AREA END CAP ISLAND. SEE DETAIL SHEET. - NOT USED
�d INTERIOR LANDSCAPE ISLAND, SEE DETAIL SHEET.
STOP BAR. TYPICAL. SEE DETAIL SHEET.
OPTIONAL MOVEMENT LANE CONTROL SIGN. SEE DIRECTION INDICATED AT SYMBOL. SEE
DETAIL SHEET. - NOT USED
ISOLATION JOINT TYPICAL AT FIXED STRUCTURES (BUILDINGS, RETAINING WALLS/DOCK WALLS,
DROP INLETS, MANHOLES, LIGHT POLE BASES AND BOLLARDS). SEE DETAIL SHEET,
0ADVANCED INTERSECTION LANE CONTROL SIGN. SEE DIRECTION INDICATED AT SYMBOL. SEE
DETAIL SHEET. NOT USED
\ l ACCESSIBLE "SITE ARRIVAL POINT". SEE PLAN FOR LOCATION AND LIMITS. - NOT USED
�J 6' LONG STRIPE WITH 18 GAPS - TYPICAL.
6'x6' PAINTED STRIPED AREA CENTERED ON SIPHONIC BREAK STORM MANHOLE. 4' PAINTED
J SOLID TRAFFIC YELLOW STRIPES 18" O.C. ®. 45'. SEE DETAIL SHEET..
O PROPOSED CONCRETE SIDEWALK. SEE DETAIL SHEET.
Q RETAINING WALL WITH GUIDERAIL. SEE DETAIL SHEET
SITE ANALYSIS TABLE
NEIGHBORHOOD MARKET 41,117 S.F.
PARKING (ASSOCIATE AND CUSTOMER) 159 SPACES
ACCESSIBLE 6 SPACES
TOTAL PARKING 165 SPACES
RATIO 4.01 /11000 S.F.
*CART CORRALS 6 CORRALS /6 SPACES
*PARKING SPACES OBSTRUCTED BY CART CORRALS ARE NOT INCLUDED
IN OVERALL PARKING RATIO.
SEE NOTES SHEET
FOR SITE NOTES
SITE PLAN,
GRAPHIC SCALE
( IN FEET )
I inch = 40 ft.
REVISIONS
i BY
PER CfT'f COMMENTS
CWS.
PER OUT TO BID
CWS
I
PER ARCH. COORDINATION
i CWS
PER NODENR COMMENTS
t
GINS
PER WATER. REVISIONS
CWS
J
LL
M
DRAWN
H.LH.
CHECKED.
J.R,N.
DATE
os os 13
SCALE
AS NOTED
JOB No,
NCCT
V:\13\P'30190\-CAD\LD PLANS\REV - 5\P13D190 SiTE-5----- >LA.YOUT: 3- SlT
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PROP. EW03. 18 15 11 IF 24 HOPE ® 1.0% ^
INV.QUT=14.93 -:15. 1.8 ,
`r} 2 PROP. EW05
13 LF 15S' HOPE 4 0.5% 70 �' INVOUT=14.89
PROP. OUTLET ,
PROP. E1N04
` PROP. HEADWALL
STRUCTURE IN40UT=1t.70 INY.IN=15.00
7NVOUT=15.00
yy
GRATE INLET SEE DETAIL
RIM-1S82 PROP PERMANENT BAFFLE
TOP ELEV. SET AT 16.00 - - ------„�"".,°
0
SEE WIFE FIBER BAFFLE DETAIL
33 L 15" HDPE 1.0%
A 20 BC 15.8
08,30
-
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X-PROP, MHOI
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INV.IN(A)=12,10 - 01.0X MIN.
INV DUT=12.0Q
A �
PROP. MQ2 •
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INY.NN. /2.86
: A 1.
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41NV.OUT-14.50 .
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INV.OUT=17.80
SEE ARCH. 4
CO ( ) I+c U 1 I
I
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- C INV A 12.58
HEADWAU o i INV 8=1226
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INV=1290 I RCP III
t i
{
SYMBOL LEGEND
1r
EXISTING HYDRANT
Q
PROPOSED FIRE HYDRANT -a-
PROPOSED UTILITY POLE
Q
EXISTING TREE
CO o
PROPOSED CLEAN -OUT +
PROPOSED SIGN
p"Iy
v
L1
PROPOSED MANHOLE
A A
/EyW
PROPOSED A.D.A.RCMP
PROPOSED PIPE BOLLARD
i
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PROPOSED TYPE 'C'INLET
aa. t
:PROPOSED LIGHT FIXTURES)
PROPOSED HANDICAP PARKING
SPACE
®
PROPOSED TYPE 'M' INLET
BC 632.10
PROPOSED SPOT ELEVATION
k�I
I/T DIAx 10 SMOOTH RGJND DOWIS
AT 24' OC CENTERED ON JWL DOWELS
Wig RE LEVEL AND SQUARE WITH JONT
(REWRED ONLY AT CHIC PAHFE)---
PAW7G
REF ARCH
-PIEJ.AND SEALMET REF ARCH
M
Susi
8 l:D ON THREE
f6
R•� ASTM C-33 119 GRADED
(WISHED STOW OR
-:a v A• a r e � u
OPENING STOOP
-T/2• DIA x Id SMOOTH WORD DOWELS. AT 24'
OC (3 MIN} (ENTERED OR JCRJT WITH CREASE ON
ORE END, LOCATE DM C FROM FACE OF CWJ
AT EACH END
-ROF SIR PLAN FOR
SCAN REIMF`
- (3H' 6 DOWELS AT -IS' a� 2-1
W (3 IMI} I
- (I) 15 al LAP Will ROW III HORD
BEITIW)
((g J5 CONT AT W
REF FM PLAT
MUST HE LEVEL AM
SUTARE WITH JON1.
1/2' RA x 10. 901H MORE, DOWELS
AT'2C OC CENTERED ON JONT. ODORS.
MOST BE LEVEL AND SHARE WITH JONi
(REOONT ON.Y AT W PAI
PAVITG
wft
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REF ARGI FOR IENGiN (F SR%IP
PMEJ AND SHIM DOOR ROF ARCH
SDI'ANT REF ARCH di AT 16" OC El
N � 9APE
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-- SIESTYPi I
3' (2) 14 alff 'MIN CORNER SASS
OLR
i � AS7M C-33 /57 GRADW
gOR
E(R1H
FCIROAIATN. DRAM
SEE PLANS PROVIDED
BY RAMEY KEMP &
ASSOCIATES FOR ALL
OFF -SITE IMPROVEMENTS
t
I
I
j1
0 LINE LEGEND
-T1Y DIA a IT SMOOTH ROAD) DOWELS AT 2C
OC (3 MM) CORDED ON JOT MAIN GREASE
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RN ONE IND. LOCATE DOWEL M' FROM FACE of
ow Ar EAai EMIT
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`REF SLAB RAN FOR
SLID RDF
_ _ - EXISTING ADJACENT PROPERTY LINE
EXISTING TREE LINE
=
EXISTING CONTOUR W/ELEVATION
- W - DDOWILS AT FG' b�
is PROPOSED CONTOUR W/ELEVATION
PROPOSED RETAINING WALL
cour LAP WTH tE1F M
-(KAU
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PROPOSED CURB
- EXISTING CURB TO BE REMOVED
- _ - - - - - - - - - EXISTING STORM SEWER LINE
- - - - - - - - - -
ram:
I MTdEts MUST FE LEVEL#A
EXISTING SANITARY SEWER LINE
SWFRE WIN JOINT.
PROPOSED STORM SEWER
PROPOSED SANITARY LINE
SITE SUBSURFACE PREPARATION FOR WALMART
WM #7218 00. NEW BERN (NEUSE BOULEVARD), NORTH CAROLINA
SEPTEMBER 17 2013
THE SUBSURFACE EXPLORATION INDICATES THE SITE CONSISTS OF LOW CONSISTENCY NEAR SURFACE CLAYEY SANDS AND
SANDY CLAYS. BECAUSE NEAR SURFACE SOILS ARE MOISTURE SENSITIVE, SITE PREPARATION AND GRADING WILL BE
SIGNIFICANTLY INFLUENCED BY WEATHER CONDITIONS AT TIME OF CONSTRUCTION. SITE GRADING SHALL BE PERFORMED DURING
THE TYPICALLY DRIER SUMMER MONTHS: IF PRACTICAL.
REMOVE TREES, GRUB STUMPS, AND STRIP TOPSOIL. LIME STABILIZE TOP 12 INCHES OF EXPOSED SUBGRADE BENEATH THE
TOPSOIL. INCORPORATE 5 PERCENT QUICKLIME BY DRY WEIGHT INTO THE UPPER SOILS TO PRODUCE A MINIMUM 12 INCH THICK
LIME STABILIZED LAYER. LIME STABILIZATION METHODS SHALL BE PERFORMED IN ACCORDANCE WITH THE 2012 NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION (NCDOT) 'STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES," SECTION 501. COMPACT
THE FULL DEPTH OF THE MIXTURE TO A DENSITY EQUAL TO AT LEAST 979 OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY
(ASTM D 698) OBTAINED BY A SAMPLE OF THE SAME SOIL -LIME MIXTURE. MOISTURE CONTENT SHALL BE MAINTAINED WITHIN
THE SOIL -LIME MIXTURE'S OPTIMUM MOISTURE CONTENT TO 2 PERCENT WET OF ITS OPTIMUM MOISTURE CONTENT. ALLOW
COMPACTED LIME STABILIZED LAYER TO CURE TO SUFFICIENT STRENGTH TO ALLOW EQUIPMENT TO PLACE AND COMPACT
SUBSEQUENT FILL LIFTS WITHOUT UNDUE. INSTABILITY. MAINTAIN LIME TREATED LAYER NEAR ITS OPTIMUM MOISTURE CONTENT
DURING THE CURING PROCESS.
PLACE AND COMPACT 12-INCH L F OFF -SITE LIFT 0 SELECT OFF SITE BORROW. SUBSEQUENT LIFTS SHALL BE PLACED 1N MAXIMUM 10 INCH
LOOSE LIFTS. ALL STRUCTURAL FILL SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE STANDARD PROCTOR MAXIMUM
DRY DENSITY (ASTM D 698) EXCEPT FOR THE FINAL 12 INCHES WHICH SHOULD BE INCREASED TO 98 PERCENT. FILL MOISTURE
SHALL BE MAINTAINED WITHIN 3 PERCENT OF OPTIMUM MOISTURE. DURING COMPACTION, SELECT OFF -SITE BORROW SHALL
CONTAIN LESS. THAN 3 PERCENT ORGANIC MATERIA
L, BE FREE OF OTHER DELETERIOUS MATERIALS CONTAIN LESS THAN 15
PERCENT FINES HAVE A STANDARD PROCTOR T R OR DRY DENSITY OF AT LEAST 100 PCF, AND HAVE A MAXIMUM PARTICLE SIZE OF 2
INCHES IN ANY DIMENSION. BORROW USED FOR THE REMAINING LIFTS SHALL MEET THE REQUIREMENTS ABOVE EXCEPT SHALL
CONTAIN 20 TO 50 PERC
ENT FINES.
PROOFROLL FINAL SUBGRA E WITH LOADED
D TH LO D R LIBBER -TIRE EQUIPMENT (MINIMUM LOADED WEIGHT OF 0 TONS R NI L 2 P OOFROWNG
SHALL CONSIST OF TWO COMPLETE PERPENDICULAR PASSES OF THE EQUIPMENT OVER THE SUBGRADE. REPAIR UNSUITABLE OR
UNSTABLE AREAS BY REMOVING AN REPLACING
D R (ACING WITH SUITABLE SOILS f DSCiNG TIRING AND RECOMPACTING OR PARTIAL
UNDERCUTTINGAND PLACEMENT F O . 0 AGE TEXTILE FABRIC AND CRUSHED STONE,
EXCAVATIONS WILL EXTEND THROUGH LOW TO N MODERATE CONSISTENCY SOILS. UNDERGROUND UTILITIES OUNSHOULD BE DESIGNED
AND INSTALLED IN A WAY SO THEY ARE NOT
E N PRESENT WITHIN THE TOP 12 INCHES OF EXISTING SUBGRA IS NG DE BELOW THE TOPSOIL
DURING LIME STABILIZATION, WE RECOMMEND THAT UTILITIES BE INSTALLED AFTER THE SITE HAS BEEN RAISED TO ITS DESIGN.
SUBGRADE ELEVATION IN ORDER TO AVOID RUTTING THE NEAR SURFACE LOW CO
NSISTENCY SOILS.
EXCAVATIONS MAY EXTEND BELOW THE WATER TABLE. TEMPORARY DEWATERING MEASURES SUCH AS INSTALLATION OF
WELL -POINTS OR USE OF INTERNAL
T TER AL SUMPS AND PUMPING WILL LIKELY BE REQUIR:ED, THE CONTRACT
OR SHALL EXERCISE CARE
IN LOWERING OF GROUNDWATER LEVELS ADJACENT TO BEARING SURFACES.
THIS SITE SUBSURFACE PREPARATION
ARAl70N DOES NOT S TE A CON T1TU COMPLETE SITE WORK SPECIFICATION. IN CASE OF CONFLICT,
T ,
INFORMATION COVERED IN THIS P' T PREPARATION SHALL TAKE PRECEDENCEOVER SPECIFICATIONS.
ER THE WALMART SP CI CATIONS REFER TO THE
E
SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION, INFORMATION AS TAKEN F THIS W 7 ROM'. AN
INITIAL GEOTECHNICAL EXPLORATION REPORT PREPARED BY SA
ME, INC., DATED AUGUST 6, 2013 (GEOTECHNICAL EXPLORATION
REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION SPECIFICATION).
FOUNDATION SUBSURFACE PREPARATION FOR WALMART
WM # 7218, NEW BERN (NEUSE BLVD)., NORTH. CAROLINA
SEPTEMBER 17. 2013
UNLESS SPECIFICALLY
£ L INDICATED OTHERWISE 1. WI N THE DRAWINGS AND/OR
SPECIFICATIONS, THE LIMITS OF TH
IS SUBSURFAC £
PREPARATION ARE CONSIDERED
E ED TO BE THAT PORTION OF THE SITE DIRECTLY BENEATH AND 5 FEET BEYOND THE BUILDING AND
APPURTENANCES. APP
URTENANCES PURTENANCES ARE THOSE S AT E ITEM ATTACHED TO THE BUILDING PROPER (REFER TO DRAWING SHEET SP1),
TYPICALLY INCLUDING BUT NOT LIMITED TO THE BUILDINGSIDEWALKS, GARDEN CENTER, PORCHES, RAMPS, STOOPS. TRUCK
WELLS/DOCKS, CONCRETE APRONS AT THE AUTOMOTIVE
CENTER, COMPACTOR PAD, ETC. THE BASE DOES NOT EXTEND BEYOND
THE LIMITS OF THE ACTUAL BUILDING AND THE APPURTENANCES.
ESTABLISH THE. FINAL SUBGRADE ELEVATION TO ALLOW FOR THE CONCRETE SLAB AND BASE. REFERENCE ARCHITECTURAL AND
STRUCTURAL DRAWINGS FOR D REQUIRED SLAB THICKNESS. THE MINIMUM 6-I
NCH MATERIAL SHALL
THICK BASE H AL H LL CONFORM TO
NORTH CAROLINA DOT R STANDARD FOR ROADS SPECIFICATIONS AND STRUCTURES SECTION 1010, AGGREGATE BASE COURSE"
ABC - THE BASE SHALL BE OVERLAIN Y I AP ( ): L N B A 10 MILS VAPOR BARRIER CONFORMING T AS E 17 B N 0 TM 45 GLASS A.
THE
CONTRACTOR SHALL BE SPON RE .BIBLE FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED.
ANY PROPOSED EQUIVALENT ALTERNATIVE BASE MATERIAL MUST BE SUBMITTED FOR APPROVAL WITHIN 30 DAYS AFTER AWARD
OF CONTRACT. ANY UI EQ VALENT ALTERNATIVEH SHALL ONLY BE USED IF APPROVED IN WRITING BY THE
CEC AND AOR.
REMOVE TREES, GRUB
STUMPS AND STRIP TOPSOIL. I - LIME STABILIZE TOP 12 INCHES OF EXPOSEDSUBGRADE BENEATH THE
TOPSOIL. INCORPORATE 5 PERCENT QUICKLIME BY DRY WEIGHT INTO THE UPPER SOILS TO PRODUCE A MINIMUM 12 INCH THICK
UME. STABILIZED LAYER. LIME STABILIZATION METHODS SHALL BE PERFORMED IN ACCORDANCE WITH THE 2012 NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION (NCOOT) `STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES," SECTION 501. COMPACT
THE FULL DEPTH OF THE MIXTURE TO A DENSITY EQUAL TO AT LEAST 97%OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY
(ASTM D 698) OBTAINED BY A SAMPLE OF THE SAME. SOIL -LIME MIXTURE, MOISTURE CONTENT SHALL BE MAINTAINED WITHIN
THE SOIL-UME MIXTURE'S OPTIMUM MOISTURE CONTENT TO 2 PERCENT WET OF ITS .OPTIMUM MOISTURE CONTENT. ALLOW
COMPACTED LIME STABILIZED LAYER TO CURE TO SUFFICIENT STRENGTH TO ALLOW EQUIPMENT TO PLACE AND COMPACT
SUBSEQUENT FILL LIFTS WITHOUT UNDUE INSTABILITY. MAINTAIN LIME TREATED LAYER NEAR ITS OPTIMUM MOISTURE CONTENT
DURING THE CURING PROCESS.
PLACE AND COMPACT 12-I F T NCH LIFT O SELECT OFF -SITE BORROW. SUBSEQUENT LIFTS
OR BSE UENT Q SHALL BE PLACED IN MAXIMUM tO-INCH
LOOSE LIFTS. ALL STRUCTURAL FILL SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE STANDARD PROCTOR MAXIMUM
DRY DENSITY (ASTM D 698) EXCEPT FOR THE FINAL 12 INCHES WHICH SHOULD BE INCREASED TO 98 PERCENT. FILL MOISTURE
SHALL BE MAINTAINED WITHIN 3 PERCENT OF OPTIMUM MOISTURE DURING COMPACTION, SELECT OFF -SITE BORROW SHALL
CONTAIN LESS THAN 3 PERCENT ORGANIC MATERIAL, BE FREE OF OTHER DELETERIOUS MATERIALS, CONTAIN LESS THAN 15
PERCENT FINES, HAVE A STANDARD PROCTOR DRY DENSITY OF AT LEAST 100 PCF, AND HAVE A MAXIMUM PARTICLE SIZE OF 2
INCHES IN ANY DIMENSION
BORROW USED FOR THE REMAINING LIFTS SHALL MEET THE REQUIREMENTS ABOVE EXCEPT SHALL CONTAIN 20 TO 50 PERCENT
FINES,
PROOFROLL FINAL SUBGRADE WITH LOADED RUBBER TIRE EQUIPMENT (MINIMUM LOADED WEIGHT OF 20 TONS). PROOFROLUNG
SHALL CONSIST OF TWO COMPLETE PERPENDICULAR PASSES OF THE EQUIPMENT OVER THE SUBGRADE. REPAIR UNSUITABLE OR
UNSTABLE AREAS BY REMOVING AND REPLACING WITH SUITABLE SOILS,DISCING/DRYING AND RECOMPACTING, OR PARTIAL
UNDERCUTTING AND PLACEMENT OF A GEOTEXTILE FABRIC AND CRUSHED STONE..
excavationS will extend through LOW TO MODERA
TE consistency
cy sons. Underground utilities should be designed and installed in
a way so they are not present within the top 12 inches of existing subgrade below the topsoil during lime stabilization. We.
recommend that utilities be installed after the site has been raised to its design subgrade elevation in order to avoid rutting.
the near surface low consistency soils.
EXCAVATIONS MAY EXTEND BELOW THE WATER TABLE. TEMPORARY DEWATERWG MEASURES SUCH AS INSTALLATION OF
WELL -POINTS OR USE OF INTERNAL SUMPS AND PUMPING WILL LIKELY BE REQUIRED, THE CONTRACTOR SHALL EXERCISE CARE.
IN LOWERING OF GROUNDWATER LEVELS ADJACENT TO BEARING SURFACES.
THREE SETTLEMENT HUBS SHALL BE INSTALLED IN AREAS RECEIVING GREATER 2 FEET OF FILL, THE HUBS SHALL BE INSTALLED
WITHIN TWO DAYS OF BRINGING AREAS TO FINISHED SUBGRADE ELEVATION. ELEVATIONS AT THE HUBS SHALL. BE MEASURED BY
A. LICENSED SURVEYOR IN THE STATE OF NORTH CAROLINA AT THE TIME OF INSTALLATION AND THREE TIMES A WEEK
THEREAFTER. THE DATE OF MEASUREMENT AND ELEVATION AT EACH HUB SHALL BE PROVIDED BY THE CONTRACTOR TO THE
OWNER'S GEOTECHNICAL ENGINEER AFTER EACH MEASUREMENT FOR REVIEW.
FOUNDATION CONSTRUCTION SHALL NOT PROCEED UNTIL THE OWNER'S GEOTECHNICAL REPRESENTATIVE IS SATISFIED THAT
SETTLEMENTS WILL BE WITHIN THE OWNER'S TOLERANCES OR 45 DAYS AFTER FILL PLACEMENT OPERATIONS ARE COMPLETED,
WHICHEVER IS LONGER THE GEOTECHNICAL ENGINEER SHALL ISSUE A LETTER TO THE OWNER AND CEC STATING THAT
POTENTIAL SETTLEMENT WILL BE: WITHIN THE OWFI TOLERANCES AND THAT CRUB PLACEMENT AND ASPHALT PAVING
ACTIVITIES MAY COMMENCE.
THE FOUNDATION. SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND CONTINUOUS SPREAD FOOTINGS AT WALLS:
THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK SPECIFICATION. IN CASE OF
CONFLICT, INFORMATION COVERED IN THIS PREPARATION SHALL TAKE PRECEDENCE OVER THE WALMART SPECIFICATIONS. REFER
TO THE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION, THIS INFORMATION WAS TAKEN FROM
AN INITIAL GEOTECHNICAL EXPLORATION REPORT PREPARED BY S&ME, INC„ DATED AUGUST 6,. 2013 (INITIAL GEOTECHNICAL
EXPLORATION REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION SPECIFICATION).
GRADING A DRAINAGE
BEFORE YOU DIG!
CALL T-80t'�-632-4944
N.C. ONE -CALL CENTER
IT'S THE LAW!
a�
SEE NOTES SHEET
FOR GRADING NOTES
PLAN
GRAPHIC .SCALE
( IN FEET )
I inch = 40 ft.
REVISIONS
BY
CiTY COMMENTS
CWS
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6" SANITARY SEWER LATERAL AT MINIMUM 1A7 SLOPE. COORDINATE
WITH ARCHITECTURAL PLANS,
(3 GAS ENTRY WITH GAS METER. CONTRACTOR RESPONSIBLE FOR
INSTALLING PIPE BOLLARD PROTECTION AT METER, CONTRACTOR SHALL
COORDINATE WITH GAS COMPANY FOR TYING OF INDIVIDUAL METER.
('„1 CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH GAS COMPANY
WD REGARDING THE SIZE AND INSTALLATION OF GAS SERVICE LINE.
I" PVC CONDUIT FOR TAMPER SWITCH. — NOT USED
E PROPOSED LOCATION OF TRANSFORMER PAD CONTRACTOR TO VERIFY
EXACT LOCATION AND SIZE WITH POWER COMPANY PRIOR TO
INSTALLATION. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION
OF CONCRETE. PAD, CONDUIT AND PIPE BOLLARDS AS REQUIRED BY THE
ELECTRIC COMPANY. CONTRACTOR SHALL COORDINATE SAID WORK KITH
THE ELECTRIC COMPANY. FINAL LOCATION OF TRANSFORMER AND
BOLLARD CANNOT CONFLICT WITH. TRUCK ACCESS TO DOCK DOOR..
UNDERGROUND ELECTRIC AND TELEPHONE FROM POLE TO BUILDING TO
BE EXTENDED BY TELEPHONE COMPANY.
G CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE TELEPHONE
COMPANY FOR THE INSTALLATION OF OVERHEAD TELEPHONE LINES.
CONTRACTOR SHALL COORDINATE THE TYING OF INDIVIDUAL METERS
WITH THE ELECTRIC COMPANY. CONTRACTOR TO COORDINATE WITH
'TELEPHONE COMPANY TO INSURE PROPER SEPARATION. BETWEEN
OVERHEAD LINES AND LIGHT POLES. - NOT USED
H 3" DOMESTIC WATER LINE ENTRY WITH METER PER ANY TOWN PUBLIC
WORKS REQUIREMENTS.CONTRACTOR SHALL BE RESPONSIBLE FOR
INSTALLING ANY APPURTENANCES ON THE DOMESTIC LINE SUCH AS
BACKFLOW PREVENTION DEVICES; GATE VALVES, ETC.,. WHICH MAY BE
REQUIRED. CONTRACTOR TO COORDINATE WITH CITY OF ANY TOWN
PUBLIC WORKS DEPARTMENT,
8" SPRINKLER LINE ENTRY. CONTRACTOR SHALL BE REQUIRED TO
INSTALL ANY APPURTENANCES. ON THE SPRINKLER LINE SUCH AS, BUT
NOT LIMITED TO, A DOUBLE DETECTOR CHECK BACKFLOW PREVENTION
DEVICE, IN SERIES WITH A CHECK VALVE, GATE VALVES, ETC., MEETING
WATER COMPANY SPECIFICATIONS.
OPROPOSED FIRE HYDRANT AND ASSEMBLY, TYPICAL AS INDICATED. SEE
DETAIL SHEET.
QREMOTE GARDEN CENTER UTILITIES PIPE BOLLARD. - NOT USED
ALL LP CAMERA PULL BOXES LOCATED IN PAVED AREAS SUBJECT TO
TRUCK TRAFFIC SHALL BE "H-20" LOAD RATED, THE TYPICAL PULL BOX
SIZE WILL BE. 17" X. 30" X 28" "QUAZITE PG173OBA28 BOX WITH
PG173OHH00 LID, OR APPROVED EQUAL. DEEPER BOXES MAY BE
REQUIRED WHEN THECONDUIT ALIGNMENT IS AFFECTED BY OTHER
UTILITIES. THE PULL BOX SHALL BE INSTALLED PER THE
MANUFACTURER'S SPECIFICATION WITH A CONCRETE COLLAR AND A
MINIMUM OF 8' OF GRAVEL. COMPACTED PER PROJECT SPECIFICATIONS.
(� ONE 3" DIAMETER CARLON TYPE "DB" DIRECT BURIAL TELEPHONE DUCT
OR 3" SCHEDULE 40 PVC, INSTALL GALVANIZED PULL 'IRE OR PURPLE
PROPYLPOLYETHYLENE ROPE WITH A MINIMUM PULLING TENSION OF 100
POUNDS. THE MINIMUM BURIAL DEPTH SHALL BE 24". INSTALL AN
ORANGE DETECTABLE HAZARD TAPE WITH INTEGRAL "BURIED CABLE
WORDING, 12" ABOVE CONDUIT.
N ONE 2" CONDUIT SHALL BE CARLON TYPE "DB" DIRECT BURIAL
TELEPHONE DUCT OR SCHEDULE 40 PVC. INSTALL GALVANIZED PULL
WIRE OR PURPLE PROPYLPOLYETHYLENE ROPE NTH A MINIMUM PULLING
TENSION OF 100 POUNDS. THE MINIMUM BURIAL DEPTH SHALL BE 24".
INSTALL AN ORANGE DETECTABLE HAZARD TAPE WITH INTEGRAL "BURIED
CABLE" WORDING, 12" ABOVE CONDUIT. THE 2" LP CAMERA CONDUIT
SHALL BE SEPARATED FROM THE 480VAC LIGHT FIXTURE POWER BY A
DIVIDER PLACED IN THE LIGHT POLE BASE JUNCTION BOX.
INDEPENDENT 4" CONDUIT FOR ELECTRIC, 3/4' WATER LINE, AND 4"
SANITARY SEWER STUB OUT TO THE PROPOSED KIOSK FOR SAM'S GAS
OR AS NECESSARY. COORDINATE WITH DESIGN MANAGER (CEC TO TO
PROVIDE DEDICATED POWER AND WATER FOR SAM'S GAS FOR CARWASH)
OREMOTE FIRE DEPARTMENT CONNECTION PER. CITY OF NEW BERN
REQUIREMENTS. CONNECT TO BUILDING WITH 6" FDC LINE, SEE ARCH.
PLANS. FIRE HYDRANT SHALL BE LOCATED WITHIN 10' OF FDC.
LINE LEGEND
EXISTING PROPERTY BOUNDARY
EXISTING LEGAL ROW
— — — —
EXISTING ADJACENT PROPERTY LINE.
EXISTING TREE LINE
PROPOSED TREE LINE
-_--- X
EXISTING FENCE
- - - _ - — - -
EXISTING CURB TO BE REMOVED
EXISTING STORM SEWER LINE
EXISTING SANITARY SEWER LINE
T T T
EXISTING TELEPHONE
-- ON--9X ON---
EXISTING OVERHEAD ELECTRIC
EXISTING STORM SEWER LINE (TBR)
EXISTING SANITARY SEWER LINE
PROPOSED RETAINING WALL
PROPOSED CURB
---- -- - -
- PROPOSED FLUSH CURB
- - .»< .-........ ..,..s,,.. ..-.
— PROPOSED STORM SEWER
PROPOSED ELECTRIC LINE
PROPOSED TELEPHONE LINE
PROPOSED GAS LINE
-----------------------------------
PROPOSED SANITARY LINE
PROPOSED WATER LINE
--UGE&T UGE&T.
PROPOSED UNDERGROUND
ELECTRIC & TELEPHONE LINE
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE —CALL. CENTER
11'S THE LAW]
SEE NOTES SHEET
1
FOR UTILITY NOTES
0 SYMBOL LEGEND
v EXISTING HYDRANT
Q
EXISTING TREE
a
EXISTING SANITARY MANHOLE
®
EXISTING STOR•MWATER INLET
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PROPOSED TYPE 'C' INLET
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PROPOSED TYPE 'M' INLET
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/Q PROPOSED A.D.A. RAMP
go+. 0-0 PROPOSED LIGHT FIXTURE(S)
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Q PROPOSED FIRE HYDRANT
I PROPOSED SIGN
• PROPOSED PIPE BOLLARD
PROPOSED MANHOLE
UTILITY PLAN
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
REVISIONS
BY
PER CITY COMMENTS
CW5
PER OUT FQ BID
CWS
PER ARCH, COORDINATION
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N.C. ONE -CALL CENTER
IT'S
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CIRCS EAT ON PLAN
GRAPHIC SCALE
40 0 20 40 80
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REVISIONS
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NCC138113
SHEET
C-5
16 OF 24 SHEETS
Hevision Date: October 2IB. 2013

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WET DETENTION BASIN HERBACEOUS PLANT SCHEDULE
MW SW PIANM; 9.75D So11ARE FEE d9481L1
ffi BUFAICAea Comm.NYE 9tlLT Btlm.R6A1
408 C.6EN TOM OAL SEDW Y PUG P' at 20%
293 OFAIR+DOPHIS F6 UM JOE PRE WEED 2' FLUID 2' = 1DI
244 LOBFUA CARDKNUS CNERNL FLOW 2' RIG Y O,C )a
203 LOBELIA ELDWOAR L.RIKM LOMA 2' KING 2' OL in
390 S: DIARN BA DW Wow PummRISS 2' RUG 2' RC, 1la
244 0 NRO00 1A FIND IBS Y FEW 2' OF. 101
469- AWCLS DTUSUS W. SOLLTUS SOFT Rai Y PUG 2' D.G. 206
ZIR
TRIES
4PLYRWG RAT@ 6 BASED AI THE AEA NOT RE RIGS O"TRY OF THE PLANK THE OmyMRY OF W ROAD 6 OEIWWED BY
IDEA RADD AM TIE 9PAM W MCH THUAE m BE PINKED.
2) %ARTI G OF BSSM 6 NOY W BE MOM UMIL TFE AMJAL UM LFhL OF TIE 00 AND ALL SiAMRE N A" WE
SIABIU . PROM TO MAW, , OONKNCTOR TO YWY THE IAAIER DEPDF TO BE WAAFSE 00. PLAK G 40 VAT NO TO BE
RIEMED AND PLANT QUWMIS RJR= BkS ON FIELD OOHUWOBS
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PYLON SIIXi
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SEE PLANS PROVIDED
BY RAMEY KEMP &
a r^ ASSOCIATES FOR ALL
K OFF -SITE IMPROVEMENT'
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BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE —CALL CENTER
IT'S THE LAWI
AUTOMATIC IRRIGATION iS NOT REQUIRED ON THIS
PROJECT DUE TO ENVIRONMENTAL CONDITIONS THAT
DO NOT WARRANT THE INSTALLATION OF A
WATERING SYSTEM FOR P T ESTABLISHMENT AND
SURVDVAL F ;o No 158 >:
3�d�4<<c:
r
LANDSCAPE ARCHITECT IGNATURE/ SEAL
LANDSCAPE COMPLIANCE CHART
39:IDR.
RFDUIREIEIT
CA1LUtA1011S.
COWLARM
15-365: TABLE OF
15-765: TABLE OF SCREE" REQURflQOi
SUFIER TO THE NOR9MLSY; Mi LF.
COUPLES
CpM DOTAL BLNDW 4PAWK
REQUIRED IYPE'C': 692 / IW = 6.82
RONIf E10"s
25-50' FROM RON-RESWFHRiI: TYPE t'
632 x 5 - XI OR 35 TREES
5V+ FROM DENTAL USE TYPE W
PROe4E0: 6 ARSK 5 TO, 9 WF. 15 U (M
SHADE OR MWIEHRAL TRES)
SEM-OFAQUE TYPE V
BUFFER TO THE. HORREASi: 307t LF.
CIWPI.ES
I CAIGF7 KEES PER IOQ LF.
UDES
Y.TQI
A S9ER ROM OPAQUE FEWE 91 FAW 10
REQUIRED TYPE / ,00 = 3O7
PROVIDE AN 64A9mE 9:RDI 3 W KW
Wf1RN TWO YEPAS
3.07 x 2 - B14 OR 7 CANOPY OR DF01AWMAL TRUS
SIFTER ARSk 3.179 x 0.20=6356 09 636 3F
DRUM L IYK '(' BUFFER:
PROVIDED: 7 ON (7 CANOPY OR ORNWi0L RCS)
I,D77 SF OF WA CMR46E WITIM BUFFER
(2) QW)PY OR Om UDGAL TREES PER tOD LF.
PLUS $IWIUERY m WAR 20% OF TFE
61111IR TO THE SWTR" 517t LF.
COWLES
BUFFER AREA
RE.OUIED TYPE V: 517 / 100 = 5T7
OR (5) 00W OR 01WAETETAL TREES
5,17 x 2 = 10.34 it SLAOE TREES
PLUS AN OPAQUE M CE
PRWIDEr. 6 QK 5 TO (11 SWE TROS)
BUFFER TO THE SDR,IEAST: 68M LF.
COUPLES
REOUR✓ED TYPE V; 660 / 100 - 6.6
6.6 x5=33 TREES
PRONADEk 5 OIL 5 AREAL 12 LL 11 WRS (33 SPACE
DR OMAWAL TREES)
15 3B9: PIANRG
(c)(3)((V1 OF DE1flW1E)ITS OF 3 ACRES OR MORE
REDUMD: OR 15M RAIDED AREA
WWPUES
REQU REIM
15DE THE TOTAL AREA S IA L BE PLNIEA
PRUMM 42.3X
(dXI) FOR EVERY t6 SPARES POW, BRIE PLWWNO
PRONGED WHIM OF SPACE4 165 SPADES
OO PULC.
AREA OF NOT LESS TINE 9Y16' 9NtL BE MUMD.
REOURD. US 11k16.5 OR 17 Vx16' PLNK9G A"
PROBER 17 FUMING AREAS
(d)(2) 7HM 511WL BE INE TREE NO LESS DO Y W
TOTAL PARKM S*M- 17 RMD6
CD PUSS
NM FOR 90 9'116' P AYRIC NEA
(19ANDS U M9G TWJ-84YS DEEP ARE
COIArtm AS IRO UAW)
REWIRED: t7 TREES
RRN£ED:. 13 AB, 4R15, (17 9BDETREES)
LANDSCAPE SCHEDULX
SIM
ARSM
5
i1NR 1111BIdN1 ' FED SUNSET RED 515NEY IUPtE
Z , J2-r CAL
BWL
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ACE1 BUERtN7tAtEW 1PolET2f
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B+B
CRP
9
cmm GYYDQS FOREST PR155' FOREST. NO RED"
2-2 i/2' UL.
D+B
U
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17'
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REA tAAPACN DOW WIRBER@Y MIT
-
COMA"3
lN11E:
EF4 .POLCIES.00gW AMOURS SHOWN.THE PUNAim ME PRAML0, TIE PLAN
SWAiL
PERMANENT GRASS CHART
SYMBOL
ACREA4E
VARIETY
SEEDWNG-RATE
SEED
'..
180 k
TURF TYPE TALL FESCUE (REND).
F,76 FFSGE i150 WAILDA p OMPEDE
2.W LOS / ACRE
6 0, / 10DO'SOL ET.
Sm
ODBk
MUM *WO' 419.
MEADOW so
'
0.5E k
tMil B0.9lI WB -127
(SEE SPEBLN%RROIfj
LANDSCAPE LEGEND
NIA TO W 10100 - t ffin" PER SECIFN'AMNS
.. - ......
AREA TO BE SEEM LAWN (SE PMUY NT WAZ GNRT)
OMB
AREA TO BE SODDED LAWN (SEE PEWWBiF GRASS CHART)
IRA TO BE SEEDED WIN SM RASH SEED ICI
•
(EWWA-127. SEE S'ECIFrfflW - NSA 99d1 MIT BE
• .'.'
WOULD REQUARLY,
VD;EWED 2W %AIRY'& (REi•ER TO NET DE,OM
.
BASW RTWWEOUS STAEBAE)
WOW LMMT LME - MOWN 9WL I$ W0W mm
a ow
KmnwmEm
.S�PECIRGTWW WR#IEWICE
F
NOTE TO CONTRACTOR:
18" WIDE SOD STRIP IS REQUIRED BEHIND ALL CONCRETE CURBS/BUFFERS.
WHERE TURF GRASS WILL BE ESTABLISHED ADJACENT TO CONCRETE
CURBS/BUFFERS, EITHER A 16" OR 24" (DEPENDENT ON AVAILABILITY) WiDE SOD
STRIP IS REQUIRED.
ALERT TO CONTRACTOR:
I. THE SITEWORK FOR THE WAL-MART PORTION OF THIS PROJECT SHALL
MEET OR EXCEED THE "WAL-MART STANDARD SITEWORK
SPECIFICATIONS."
2. 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.
3, WHEN PROPOSED SPECIES ARE UNAVAILABLE, PLANT SUBSTITUTIONS
MAY BE CONSIDERED WITH APPROVAL BY THE OWNER AND/OR
LANDSCAPE ARCHITECT AS LONG AS PROPOSED MATERIAL IS TRUE TO
PLANTING INTENT AND MEETS CODE REQUIREMENTS.
LANDSCAPE PEAS
GRAPHIC SCALE
40 0 20 40 e0 160
( IN FEET )
1 ine11 = 40 it.
REVISIONS
BY
PER CITY COMMENTS
CWS
PER OUT TO BID
CWS
PER ARCH. COORDINATION
CWS
PER NCOENR COMMENTS
CWS
PER WATER REVISIONS
CWS
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DATE
09 09/13 _
SCALE
AS NOTED
JW No.
NCC138113
SHEET
C-6
17 OF 24 SHEETS
v:\13\P13019C\_CAD\LD PLANS\REV - 5\P130190 LSCP 5-----i(.AY6U': 17- LANDSCAhE
T —
1
15evislon Date: October 28, 2013

1. TREE WRAP
1. ALL LANDSCAPED AREAS ARE TO RECEIVE A MINIMUM OF C OF TOPSOIL. SEE 2900 SPECIFICATION.
MULCH/ TOPSOIL BACKFILL 2. 4" MINIMUM OF HARDWOOD BARK
2
MULCH COMPACTED OR AS
ALL PUNT MATERIAL SHALLBE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE.
MULCH/ TOPSOIL. BACKFILL
SPECIFIED.
1 TREE WRAP
ROOTBALL AND TRUNK.
3. ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BAI167 AND BUR LAPPED AS INDICATED IN THE PLANT LOT,
ROOTBALL AND TRUNK
3. 3" HIGH SOIL BERM TO HOLD WATER.
2, 4" MINIMUM OF HARDWOOD BARK
TREE STABILIZATION AND
4. All TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD AND MEET ALL REQUIREMENTS SPECIFIED,
MULCH COMPACTED OR AS
TREE STABILIZATION AND SPECIFIED.
4. STAKE SIZE SHALL B£ ONE SIZE
FERTILIZATION SYSTEM HIGHER THAN REQUIRED FOR SIZE OF
i. FINISH GRADE
5. ALL MATERIALS ARE SUEE:£CT TO THE APPROVAL OF THE LANDSCAPE NCHfTECT BEFORE, DURING, AND AFTER INSTALLATION.
FERTILZATION SYSTEM
TREE, REFER TO SITEWORK
2. BACKFILL WITH PREPARED
3. STAKE SIZE SHALL BE ONE SIZE
HIGHER THAN REQUIRED FOR SIZE OF
SPECIFICATIONS FOR APPROVED
PLANTING SOIL MIX AS
6, ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS.
MATERIALS AND INSTALLATION
TWICE ROOTBALL SPECIFIED.
TREE. REFER TO SITEWORK
SPECIFICATIONS FOR APPROVED
REQUIREMENTS.
DIAMETER 1 3. 12"*CLEAN SAND, COMPACTED.
7. ALL PLANTING AREAS SHALL BE COMPLETELY MULCHED AS SPECIFIED.
MATERIALS AND INSTALLATION
REQUIREMENTS.
5. FINISHED GRADE (SEE GRADING
ADJUST LAYER THICKNESS SO
B. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
PLAN)
TOP OF ROOTBALL IS AT EAST
AVOID DAMAGE TO ALL UUUUES DURING THE COARSE OF THE WORK. LOCATIONS OF EXISTING BURIED UTILITY UNES SHOWN ON
4. 3" HIGH SOIL .BERM TO HOLD WATER,
1" ABOVE FINISHED GRADE..
THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE IT SHALL BE THE
PLAN 6. TOP OF ROOTBALL MIN. 1" ABOVE
4. FILTER CLOTH
RESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY THE LOCATIONS OF UTILITY UNES AND ADJACENT TO THE WORK AREA 2) TO
5. FINISHED GRADE (SEE GRADING PAN)
FINISHED GRADE
PROTECT OF ALL UTILITY UNES DURING THE CONSTRUCTION PERIOD 3) TO REPAIR ANY AND ALL DAMAGE 10 UTILITIES,
PAN
5. SLOPE BOTTOM TO DRAIN
-
STRUCTURES, SITE APPURTENANCES, ETC, WHICH OCCURS AS A RESULT OF THE CONSTRUCTION.
6 TOP OF ROOTBALL MIN. t' ABOVE
7. B & B OR CONTAINERIZED (SEE
- f 2
FINISHED GRADE
SPECIFICATIONS FOR ROOT BALL
_ _ 6. 18": AUGERED HOLE
UGH
9. THE lXR•IfRACTOR SFi4i1. BE RESPONSIBLE FOR VERIFYING: ALL CUANTtiIES SFKWM ON THESE PLANS BEFORE PRICING THE WORK.
7. B & FI OR CONTAINERIZED (SEE
REQUIREMENTS).
8. PREPARED PANTING SOIL AS
- I ICI I `.. ` , ,, I i I I 3 OCCLUDING LAPENETRATE YER TO
n ., y _ =�
� �
WATER TABLE OR
10. CONTRACTOR .SHALL BE RESPONSIBLE FOR DDRVtiY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING PER
OOT
SPECIFICATIONS FOR ROOT BALL
SPECIFIED.
_III- ., �, _ - TO A
SPECIFICATIONS TO MAINTAIN HEALTHY PLANT CONDITIONS.
REQUIREMENTS}.
- 4 TO ASSURE
I� DEPTH OF
B. PREPARED PLANTING SOIL AS
9. ROOTBALLS GREATER THAN 24"
R
PROPER PERCOLATION,
,T ,_ _I � II
1O. THE CONTRACTOR SFMALL BE RESPONSIBLE FOR FULLY MAINTAINING (NNCLU)iNG BUT NOT LIMITED T0: WATERING, SPRAYING,
SPECIFIED
DIAMETER SHALL BE PLACED ON
/�j
'4 MOUND OF UNDISTURBED SOIL 70
j
- 7. ,BACKFILL WITH t/2" - 3f4"
- (I 1-1 + , - - 5 GRAVEL.
MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT' MATERIALS AND LAWN FOR THE PERIOD OF TIME SHOWN IN THE 02900 SPED
p -
GREATER THAN 24"
9. DIAMETER
RIAMETER SHALL BE PLACED ON
PREVENT SETTLING ROOTBALLS
THAN
`� 1=1 I I B. WATER TABLE
12, ANY PLANT MATERIAL: WHICH IS DISEASED, DISTRESSED, DEAD OR REECTED (PRIOR TO SUBSTANTIAL COMPLETIIN) SHALL BE
MOUND OF UNDISTURBED SOIL TO
SMALLER 24" IN DIA. MAY
SIT ON COMPACTED EARTH.
+H _ _ �� 6
III I I
PROMPTLY REMOVED FROM THE SITE AND REPiACED WITH MATERIAL OF THE SAME SPECIES, OUANT", AND SIZE AND MEETING
PREVENT SETTLING ROOTBALLS'
1
= - - FOR A PARKING ISLAND
All PUNT LIST SPECIFKARONS.
SMALLER THAN 24" IN DIA. MAY
t .. 10. UNDISTURBED SUBSOIL
Q
7 PLANTING SITUATION,
- I IT - III- CONTRACTOR TO BACKFILL
I
13. THE CONTRACTOR STALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD DEFINED IN THE 02900 SPEC. THE
SIT ON COMPACTED EARTH:
'��U �.
-) - I � ENTIRE LENGTH OF PLANTING
CONTRACTOR SHALE PROMPTLY MAKE ALL. REPLACEMENTS: DURING THE NORMAL PLANTING SEASON.
1
1p. UNDISTURBED SUBSOIL
8 AREA TO WITHIN 8" OF BACK
• 3
OF CURB OR EDGE OF
14, AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF %AU, BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST
PAVEMENT.
SECTION
SYSTEM PRIOR TO INSTALLATION.
2
4 NOTES.
15, STANDARDS SET FORTH IN AMERICAN STAND FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL
CONSTITUTE MRMAUM DUALITY REQUIREMENTS FOR PLANT MATERIAL
3
.
5 A. FINAL TREESTAKING DETAILS
TES
AND PLACEMENT TO BE
POOR DRAINAGE CONDITION
16. WHERE SHOWN ON THE PLANS AND DETAILS, PLANTING BEDS ARE TO BE COMPLETELY COVERED WiTH A KARDWOOD MULCH FROM
APPROVED BY OWNER.
A LOCAL SOURCE HARVESTED IN A SUSTAINABLE MANNER TO A MINIMUM DEPTH OF FOUR INCHES.
4. A, FINAL TREE STAKING DETAILS
B. REMOVE BURLAP, WIRE AND
N.T.S:
17. REFER TO WALMART SPECIFICATIONS FOR INFORMATION NEEDED FOR IMPLEMENTATION OF PLANTING PLANS.
AND PLACEMENT TO BE
STRAPS (ANYTHING THAT
APPROVED BY OWNER.
COULD GIRDLE TREE OR
I& WEED MAT IS REQUIRED IN LANDSCAPED 1RANUS AS SPECIFIED.
5
RESTRICT ROOT GROWTH) ON
-I-
B. REMOVE BURLAP, WIRE AND
STRAPS (ANYTHING THAT
I I- UPPER 1/3 OF ROOTBALL.
19.. ALL PLANT MATERIAL. QUANTITIES SHOWN ARE APPROXIMATE, CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF
COULD GIRDLE TREE OR
_ I (I- 5. C. SEE LANDSCAPE NOTES FOR
osJ3o/os PR oRNc
ALL PLANTING BEDS AT SPACING SHOWN.
RESTRICT ROOT GROWTH ON
6 )
�`--: �• -�L I"
= �= THE TYPE OF MULCH MATERIAL
20, THIS PUN IS TO BE IMPLEMENTED COOPERATIVELY WITH SWPPP PLAN, AS NEEDED, TO MAXIMIZE THE EFFECTIVENESS OF THE
- UPPER 1/3 OF ROOTBALL
--I
7 TO USE.
SWPPP PLAN FOR THIS WE,
k I
--(
r , ,:; %, " •" 7 C. SEE LANDSCAPE NOTES FOR
( - D, PRUNE TREE AS DIRECTED BY
I I I II 8.
21. THE COFID 70R IS ENCOURAGED TO COMPLETE TEMPORARY 4R PERMANENT SEEDING OR SODDING IN STAGES FOR SOIL
DIE YPE OF MULCH MATERIAL
12" LANDSCAPE ARCHITECT.
I
STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING.
TO USE,
I
' 8
9 E. BRANCHING HEIGHT TO A.A.N.
22, TENS PLAN DOES NOT PRESENT ANY TEMPORARY STABIUZATKIH REQUIRED AS PART OF SWPPP FLAN.
I D. PRUNE TREE AS DIRECTED BY
STANDARDS,
I t I I r 9 LANDSCAPE ARCHITECT.
1
5C-GTKXJ t0.
BEST FACE OF SHRUB/
' E BRANCHING HEIGHT TO A.A.N.
10
GROUNDCOVER TO FACE 1. TOP OF SHRUB ROOTBALLS TO BE
FRONT OF PANTING BED. { 1 PLANTED 1" - 2" HIGH WITH SOIL
STANDARDS.
MOUNDING UP TO THE TOP OF
1/2 DIAMETER OF ROOT BALL
REFER TO PLANT + -H ROOTBALL.
T
SCHEDULE FOR SPACING + + + + 2, WHEN USED IN MASSES- PRUNE ALL
TYP.
SMALL TREE PLANTING
SHRUBS TO ACHIEVE A UNIFORM
SECTION
(14' OR LESS
PLAN MASS/HEIGHT
LARGE TREE PLANTING
N.T.S.
3. 4" MINIMUM OF HARDWOOD BARK
MULCH COMPACTED OR AS SPECIFIED.
14' OR GREATER)
0---1 2 3 4 5
4, EXCAVATE ENTIRE BED SPECIFIED FOR
N.r.s
' GROUNDCOVER BED,
5. 4" MINIMUM OF TOPSOIL TO BRING TO
FINISHED GRADE (SEE GRADING PAN).
oa/o7/io LG TR PLNNG
06/07/10 1 1 SM TR PUNTG
ERNST SEED CO. BASIN FLOOR SEED MIX
6. PREPARED PANTING SOIL AS
SPECIFIED. NOTE: WHEN GROUND-
SPECIFICATIONS (ERNMX-127):
1. BASE OF TREE SHALL BE PLANTED
COVERS AND SHRUBS USED IN
MASSES ENTIRE BED TO BE. AMENDED
.SLIGHTLY ABOVE (1" MIN.)
_
i , ,.W,N r'� j •' WITH PLANTING: SOIL MIX AS SPECIFIED.
ELYMUS ViRGRNIGI% 1ARCNNW WILD RYE 25%
ADJACENT FINISH GRADE. REMOVE
I I-; x^.' :` rr '`•`T' I= I
CMV VULPINODFA FOX SEDGE 25%
ALL TWINE &STRAPS &CUT
1. 4" MINIMUM OF HARDWOOD BARK
1= I ' 7. SCARIFY ROOTBALL SIDES AND
PDA PAUISTRIS FOWL BLUEGRASS 25%
MULCH/ TOPSOIL BACKFILL BURLAP FROM TOP 1/3 OF
MULCH/ TOPSOIL BACKFILL MULCH COMPACTED OR AS
y -
I ( ,•' BOTTOM.
ARMS SCA.BRA DCKLEGRASS (ROUGH BENTGRASS 69
ROOTBALL. NO SYNTHETIC BURLAP
SPECIFIED.
- I
SPARr,4lIUM EURYCARPUM GIANT BM -REED 3%
ROOTBALL AND TRUNK WILL BE ACCEPTED.
ROOTBALL AND TRUNK 2. STAKE SIZE SHALL BE ONE SIZE
_I (-III-I (
VERB HASU7A BLUE VERVAIN 3%
2. 4" SHREDDED HARDWOOD BARK
HIGHER THAN REQUIRED FOR SIZE OF
TREE STABIUZATIO14 TREE. REFER TO SITEWORK
7 6
� �
JUNCLS EFTUSUS SOFT RUSH 2%
SCIRPuS ATROWIE NS GREEN BURUSH 2%
TREE STABILIZATION AND MULCH OR APPROVED EQUAL
:AND
SPECIFICATIONS FOR APPROVED
12'
SCRRFIUS CYPERNNUS WOOL GRASS 2%
FERTILIZATION SYSTEM
SCIRPUS
FERTILIZATION SYSTEM
MATERIALS AND INSTALLATION
POLYPHYLLUS MAW -LEAVED BULRUSH 2%
3, DIAMETER OF TREE PIT TO BE TWICE
REQUIREMENTS.
TYP.
MIIULUS RINGERS SQUARE STEM MOFIMOWER i%
THE DIAMETER OF
•
CARER SCO'ARN BLUNT URODMSEDGE 1%
IS ROOTBALL-ROUGHEN SIDES OF TREE
3. 4" MINIMUM OF TOPSOIL TO BRING TO
H BBIUSICOTW COMMON
PIT.
FINISHED GRADE (SEE GRADING PAN).
SECTION
UE> 1%
JUNCUS TENUIS PATH RUSH 1%
4. 3" HIGH SOIL BERM TO HOLD
WATER.
4. TOP OF ROOTBALL MIN. i" ABOVE
SEEDING RATE: 15 LBS PER ACRE OF THE ERNST MX MM AN ADDITIONAL
FINISHED GRADE
PLANTING
30 LBS PER ACRE OF GRAN RYE (AS A NURSE CROP) THE
5, TOPSOIL MIX BACKFILL
5. B&B OR CONTAINERIZED (SEE
PLANSPECIFICATIONS
-SHRUB/GROUNDCOVER
TEMPORARY SUDI G SPECIFICATION AS NOTE} ON THE SOIL EROSION
PLAN 6. TREE WRAP
FOR ROOT BALL
N.T.S.
AND SEDIMENT CONTROL PLAN SHALL APPLY TO THIS AREA.
7. 4" MIN. OF TOPSOIL TO BRING TO
REQUIREMENTS).
1.) THE FORMULATION NOTED ABOVE IS REPRESENTATIVE OF THE ERNST
FINISHED GRADE (SEE GRADING PLAN)
6. PREPARE PANTING SOIL AS
SPECIFIED.
SEED SPECIFICATION. THE MOST CURRENT FORMAATION AS SPECIFIED BY
THE ERNST COMPANY AT THE TIME OF PUNTING SHALL BE USED.
8. ROOTBALLS GREATER THAN 24"
DIAMETER SHALL PLACED ON
7. S GREATER THAN
o6/3a/oa "B PwiG.
TU
MOUND OF UNDISTURBED SOIL 70
DiAME?ER SHALL BE PLACED ON
DIAMETER ON
2.) SEED SHOULD BE APPLIED USING DRILL SEEDING OR BROADCAST
S IEIING METHODS ONLY. THIS SEED MIX WILL NOT GERMINATE WELL WITH
PREVENT SETTLING ROOTBALLS
MOUND OF UNDISTURBED SOIL TO
t TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2'
HYDROSEEDING METHODS,
SMALLER THAN 24" IN DIA, MAY
PREVENT SETTLING ROOTBALLS
HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL.
SIT ON COMPACTED EARTH.
9. UNDISTURBED SUBSOIL
SMALLER THAN 24" IN DIA, MAY
SIT ON COMPACTED EARTH,
2. WHEN USED IN MASSES- PRUNE ALL SHRUBS TO
ACHIEVE A UNIFORM MASS/HEIGHT
3) THE ENURE FACILITY SHALL BE STUZ� WRIT A NORTH AMERICAN
GREEN SEN50 STRAW k COCONUT BLANKET (OR H A NOR EQUAL. THE
)
10. PREPARE PLANTING SOIL AS
�!' 8. UNDISTURBED SUBSOIL
BLMlKEi SHOULD BE INSTALLED ON TOP OF THE SEED IN ACCORDANCE WITH
THE MANUFACTURER SPECIFICATIONS.
SPECIFIED.
9. 3" HIGH SOIL BERM TO HOLD WATER.
3, 4" MINIMUM OF HARDWOOD BARK MULCH COMPACTED OR
11. STAKE SIZE SHALL BE ONE: SIZE:
10. TREE WRAP
BEST FACE OF SHRUB/ AS SPECIFIED,
4,) TtIE. SEED MIX WILL NEED DAILY SUPPUMENTAL WATERING UNTO. IT HAS
NIGHER THAN REQUIRED FOR SIZE
nnnNNN
<5 OF TREE. REFER TO SITEWORK
1
GROUNDCOVER TO FACE 4.. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER
FRONT BED.
GERMINATED AND REACHED AN AVERAGE HEIGHT OF AT 12-i9'.
11. CUT BACK SLOPE TO PROVIDE A FLAT
OF PLANTING + +BED.
F SPECIFICATIONS FOR APPROVED
x MATERIALS AND INSTALLATION
\s5C1r�
SURFACE FOR PLANTING.
REFER TO PANT + + T 5. 4" MINIMUM OF TOPSOIL TO $RING TO FINISHED GRADE
5) THE SEEDING AREA SHALL BE MQYO ONCE AFTER THE FIRST GROWING
IE
SEASON, EARLY IN TSPRING, AND DO SHAU BE MOWED NO MORE
REQUIREMENTS.
T ARN
3
SCHEDULE FOR SPACING
+ + + + (SEE GRADING PLAN).
ONCE EVERY THREE YEARS 11HEREPfTER EARLY IN SPRING ONLY.
10 tt _ NOTES:
6. PREPARED PLANTING SOIL AS SPECIFIED. NOTE WHEN
1 NO
PLAN N GROUND- COVERS AND SHRUBS USED IN MASSES ENTIRf
yo U A. FINAL TREE STAKING DETAILS
-I I (� A, FINAL TREE STAKING DETAILS
BED TO BE AMENDED WITH PLANTING SOIL MIX AS
2 AND PLACEMENT TO BE APPROVED
4 _ AND PLACEMENT TO BE
I i
SPECIFIED.
r BY OWNER.
_-
-I APPROVED BY OWNER.
j 6
9 _I I i`
7. SCARIFY ROOTBALL SIDES AND BOTTOM.
0 3 B. SET TREE AT ORIGINAL DEPTH..
-LL B REMOVE BURLAP. WIRE AND
REMOVE BURLAP, WIRE AND STRAPS
-III" STRAPS (ANYTHING THAT
8. CUT BACK SLOPE TO PROVIDE A FLAT SURFACE FOR
a 4 (ANYTHING THAT COULD GiRDLE TREE
- 5 COULD GIRDLE TREE OR
PLANTING.
7 OR RESTRICT ROOT GROWTH) ONRESTR
ROOT GROWTH)
= ? I
5 UPPER 1/3 OF ROOTBALL.
UPPERCT
i 3 OF ROOTBALL.ON
r D /
- C. SEE LANDSCAPE NOTES FOR THE
J-F- ' a'^`-'d•' -1 C. SEE LANDSCAPE NOTES FOR
1 2 3 4 5
TYPE OF MULCH MATERIAL TO USE.
THE TYPE OF MULCH MATERIAL
TO USE.
BEFORE YOU DIGIT
.
I PRUNE TREE AS
/
a
CALL 1-800-B32-4949
D. DIRECTED BY
1O - iII- i -I11 LANDSCAPE ARCHITECT
f""
t D. PRUNE TREE AS DIRECTED BY
_
111^_
N.C. ONE -CALL. CENTER
IT`S THE LAW!
-� - -I
t2•• 8: LANDSCAPE ARCHITECT.
-III-I
E. BRANCHING HEIGHT TO A.A.N.
11 STANDARDS
TYP, E. BRANCHING HEIGHT TO A.A,N_
I_'I
- 8
STANDARDS.
12`
_
SECTION TYP,
SECTION
LANDSCAPE
DETAILS
SECTION -1 I Ill=III= 7 6
a 12"
TREE PLANTING ON SLOPE
TYP,
MULTI -TRUNK TREE PLANTING
"-TS.
SHRUB JGROUNMOVER PLANTING ON SLOPE
N.T.S.
N.TS
106/07/101 JMLT TRNK PLNT
06/07/10 1 F-TR. PLNTG SLP
OS HRB. PLNTG SL
V: N[ imS\RCV - DAYIJUf�U 0 LRNVt L -L ilCl{AIL.^.
III
REVISIONS
BY
PER CITY COMMENTS
CWS
PER OUT TO BID
CWS
PER ARCH. COORDINATION
CWS
PER NCDENR COMMENTS
CWS
PER WATER REVISIONS
CWS
j �al
Zi IV ai
+� 8 9
'3
z,�&
;
t+l '
0 AI
N
A%Y
� No. t
c.J
z
CD F-
z
iD
00 0
<- U
W J
F- L:l L/1 cD
Cr Cif Q
LLj
Qf > W W
W z M
0 m O �<
O t ILd
-
0 W CD -i
O W 1L d W
C
Lo >- J
Q W
z C) [V ED
Ah AN
AV
IF
DRAWN
H.L.H.
CHECKED
J,R,H.
DATE
09 O9 13
SCALE
AS NOTED
JOB No,
NCC139113
SHEET
C-7
18 OF 24 SHEETS
KOM= Uate::October 28, 2013