SW8160501_Approved Plans_20190802

ONWASA PROJECT SUMMARY
# OF LOTS SERVED
2
8" SANITARY SEWER MAIN
210 LF
# OF SANITARY SEWER MANHOLES
1
UTILITY RESPONSIBILITY MATRIX FOR THIS PROJECT
FUTILITY/ GOVERNING AGENCIES CONTRACTOR RESPONSIBILITY- OTHERS RESPONSIBILITY-
CTS
1121 WEST CORBETT AVENUE
ONSLOW COUNTY, TOWN OF SW..ANSBORO,
WALMART UTILITY CONTACT -
NORTH CAROLINA 28584
CONTA
SANITARY
♦ ONSLOW WATER AND
-PROVIDE AND INSTALL SANITARY SEWER LINES AND ASSOCIATED
-ENERGY MANAGEMENT DEPARTMENT
SEWER
SEWER AUTHORITY
APPURTENANCES PER THE PLANS AND SPECIFICATION.
[phone]
228 GEORGETOWN ROAD
-ALL PUBLIC AND PRIVATE SANITARY SEWER LINES SHALL BE
JACKSONVILLE, NC 28540
SCHEDULE 35 PVC, C900, OR DIP, SERVICE LINES MUST BE
-
CONTACT: WYNNE RAY
SCHEDULE 40 PVC OR DIP.
[phone] (P)
-COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEER
OF RECORD AND ONSLOW WATER AND SEWER AUTHORITY. SEE
UTILITY PLAN FOR REQUIREMENTS:
-PER ONWASA MSSD, ONLY A UTILITY CONTRACTOR LICENSED BY
THE STATE OF NORTH CAROLINA MAY INSTALL PUBLIC WATER AND
SEWER MAINS AND SERVICES.
STORM
♦ NCDEQ
-PROVIDE AND INSTALL ALL STORM SEWER LINES AND ASSOCIATED
-P
-ENERGY MANAGEMENT DEPARTMENT
SEWER
WILMINGTON REGIONAL OFFICE
APPURTENANCES PER THE PLANS AND SPECIFICATION.
[phone]
127 CARDINAL DRIVE EXT.
-REFER TO GRADING PLAN FOR INFORMATION ON ALLOWABLE
WILMINGTON, NC 28405
STORM SEWER MATERIALS.
CONTACT: CHRISTINE HALL
[phone]
THIS MATRIX HAS BEEN PROVIDED FOR INFORMATIONAL PURPOSES. THE CONTRACTOR SHALL PROVIDE ANY AND ALL APPURTENANCES, TRENCHING AND BACKFILL, AND OTHER INCIDENTALS
TO MEET OR EXCEED THE SPECIFICATIONS OF THE ITEMS LISTED. CONTRACTOR SHALL VERIFY THE RESPONSIBILITIES LISTED ABOVE PRIOR TO BID AND START OF CONSTRUCTION.
0
�ORR'S RpP
LOCATION MAP
SCALE: N.T.S.
J PLAN REFERENCE:
OWNER/ DEVELOPER
WAL-MART REAL ESTATE BUSINESS TRUST
2001 S.E. 10TH STREET
BENTONVILLE, AR 72716-5570
OWNER CONTACT
[phone]
GENERAL NOTE:
'HE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PR(
SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELA
PECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF REC(
ING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONST
TANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS
FULL CONFORMANCE WITH LOCAL REr,LIIL ATIOncg AND CODES.
m
N
S
SHEET INDEX
SHEET TITLE
SHEET NUMBER
COVER SHEET
C-1.0
GENERAL NOTES AND LEGEND
C-1.1 - C-1.2
ALTA SURVEY (BY OTHERS)
C-2.0
SWPPP NOTES
SW-1
SWPPP IMPLEMENTATION SEQUENCE AND LIMITS OF WORK
SW-2
PHASE I EROSION AND SEDIMENTATION CONTROL PLAN
SW-3
PHASE II EROSION AND SEDIMENTATION CONTROL PLAN
SW-4
PHASE III EROSION AND SEDIMENTATION.CONTROL PLAN
SW-5
E AND SC SCHEDULES INFORMATION AND SUMMARY TABLES
SW-6
SWPPP DETAILS
SW-7 - SW-9
OVERALL SITE PLAN
C-2.1
EXISTING CONDITION AND DEMOLITION PLAN
C-2.2
SITE PLAN
C-3.0 - C-3.1
CONSTRUCTION DETAILS -.
C-3.2
GRADING AND DRAINAGE PLAN
C-4.0
PRE DEVELOPMENT DRAINAGE AREA
DA-1
POST DEVELOPMENT DRAINAGE AREA
DA-2
WET POND DETAILS
DA-3
DRAINAGE DETAILS
C-4.1
UTILITY PLAN
C-5.0
UTILITY DETAILS
C-5.1
LANDSCAPE PLAN
C-6.0
LANDSCAPE NOTES AND DETAILS
C-6.1
LIGHTING PLAN
C-7.0 - C-7.1
TYPICAL ROAD SECTIONS
RW-1
DRIVEWAY PROFILES
RW-2
VEHICLE CIRCULATION PLAN
RW-3
SIGNAL PLANS
SIG - 1 - SCP - 1.1
ALERT TO CONTRACTOR:
1: THE SITEWORK FOR THE WALMART PROJECT SHALL MEET OR
EXCEED THE STANDARD SITE WORK 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.
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REVISIONS
BY ")
NCDOT REVISIONS
RJB
1
4/2/19
NCDOT REVISIONS
RJB
2
5/21 /19
3
TRC REVISIONS
RJB
6/7/19
TRC REVISIONS
RJB
4
6/19/19
5
BID SUBMISSION
RJB
6/21/19
6
SWPPP SUBMISSION
RJB
6/26/19
APPROVED FOR
CONSTRUCTION
co
THE STATE OF NORTH CAROLINA REQUIRES NOTIFICATION
BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING
TO DISTURB THE EARTH'$ SURFACE ANYWHERE IN THE
STATE.
CALL - 811
BOHLER
ENGINEERING
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
www.BohlerEngineering.com
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DRAWN
BAB
CHECKED
MAT
DATE
4/2119
SCALE
AS NOTED
JOB No.
NCC138078
SHEET
KV0131NCC1380780RAWINGSIPLAN SETSIPLAN SET (DRIVEWAY EXTENSI0N)1NCC138078SD0.DWG PRINTED BY: RBRELAND 7.08.19 @ 9:47 AM LAST SAVED BY: RBRELAND

24. SANITARY SEWER PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE INDICATED OTHERWISE.
GENERAL NOTES:
WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL
GENERAL GRADING & UTILITY ITY NOTES
SANITARY LATERAL MUST BE PVC SCHEDULE 40 OR PVC SDR 26 UNLESS INDICATED, IN WRITING, OTHERWISE.
COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD
HARMLESS THE ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN ACCORDANCE WITH PARAGRAPH 19
25. STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR
CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR
HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED
1. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY
MANHOLES STRUCTURE TO CENTER OF STRUCTURE.
IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE
TO SAME.
CONFIRMED WiTH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION.
REQUIREMENTS.
SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY
26. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS
22. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS
THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST
RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PLANS.
1. THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN:
PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S
IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER... CONSTRUCTION -MUST COMMENCE BEGINNING AT THE
PRICE.
LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS)
27. SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE
• "JOHN L. PIERCE &ASSOCIATES, P.A.
BOUNDARYITOPOGRAPHIC SURVEY PREPARED FOR BOHLER ENGINEERING
23. ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY
WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF
CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE, DUCTILE IRON OR OTHER
JOB #: 2017-1849
APPROVED SUPPLEMENT.
CONSTRUCTION.
SUITABLE MATERIAL.
DATE: 10-24-17
2. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT
28. SEWERS CONVEYING SANITARY FLOW, COMBINED SANITARY AND STORMWATER FLOW, OR INDUSTRIAL FLOW MUST BE
24. ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR
LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC.
SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION
PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT HE/SHE HAS THE LATEST EDITION OF THE
CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR AND/ORSE OWNER FAIL BUILD OR
WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER
IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE
DOCUMENTS REFERENCED ABOVE. THIS IS CONTRACTOR'S RESPONSIBILITY.
CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND
TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE
BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH
HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER
UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING
JURISDICTION OVER SAME.
2. ALL ACCESSIBLE A/K/A ADA PARKING SPACES MUST BE CONSTRUCTED TO MEET AT A MINIMUM, THE MORE STRINGENT OF
( )
INCURS.
UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER.. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED
THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 et seq. AND 42 U.S.C. § 4151
25.OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS
WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION.
• WHERE APPROPRIATE SEPARATION FROM A WATER MAiN IS NOT POSSIBLE THE SEWER MUST BE ENCASED IN
'
et se 4R THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, AND ANY AND ALL
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AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED.
.AND RELATED. DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO .REVIEW ALL CONSTRUCTION .CONTRACT. DOCUMENTS INCLUDING, BUT
CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A'DISTANCE OF
AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION; ONE FULL LENGTH OF SEWER PIPE SHOULD BE
IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS
NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR
LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES
3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND
TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND
TO THE INITIATION AND .COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A .CONFLICT AND/OR
UNDER EWER- ADEQUATE PPORT FOR THE SEWER MUST BE PROVIDED..
UN E A S QU E SU
APPROVALSHA E BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS
V
RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES
DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE
RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND. OTHER DOCUMENTS REVIEWED AND
RE
THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE.
CODES,REGULATIONS, LAWS, RULES, .STATUTES AND/OR ORDINANCES, IT IS THE CONTRACTOR'S. SOLE
29. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE
APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN
26. ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE.
RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND/OR
DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT
LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT -LINED
DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE
OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES.
ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO
APPLICABLE AWWA STANDARDS iN EFFECT AT THE TIME OF APPLICATION.
THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL
4 O
27. ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL
COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE
.
CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
REGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS.
AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE
30. CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING.
28. CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND
RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME.
SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY
A WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS SPECIFICATIONS AND CONDITIONS OF APPROVAL
5. ALL O S �
ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF
4. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL
AND/OR; STATE DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF
COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME.
AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS
CONTRACTOR OWNER FAIL TO DO SO, THEY ACRE E TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER
ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS
OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THiS PROJECT.
HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT
ALL IN
RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING
31. WHERE BASEMENTS ARE TO BE PROVIDED FOR PROPOSED DWELLING UNITS, THE DEVELOPER SHALL, BY BORING OR
6. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION
OF SAID FAILURE.
REMOVED/RELOCATED DURING SITE ACTIVITY.
BY TEST PIT, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED DWELLINGS. WHERE
T AND, IN CASE OF CONFLICT DISCREPANCY OR AMBIGUITY THE MORE STRINGENT REQUIREMENTS AND/OR
DOCUMENTS A
RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE
29. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON -SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN
-WITH-
5. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND
GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA, BASEMENTS WILL NOT BE INSTALLED UNLESS SPECIAL
CONSTRUCTION METHODS VIEWED AND APPROVED BY THE MUNICIPAL CONSTRUCTION CODE
CONS RUCT ON ME HO S ARE UTILIZED, TO BE RE
PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE. ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER,
EPA REQUIREMENTS FOR. SITES -WHERE ONE 1 ACRE. OR MORE UNLESS THE LOCAL JURISDICTION
COMPLIANCEQ O (
LIRE THAT ALL
REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENS T
IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE
OFFICIAL. IF AND WHERE SUMP PUMPS ARE INSTALLED ALL DISCHARGES MUST BE CONNECTED TO THE STORM
'
IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN- THE GEOTECHNICAL REPORTS AND PLANS
ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WiTH THE SWPPP, INCLUDING BUT NOT LIMITED
PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES
I D T
SEWER. A CLEANOUT MUST BE PROVIDED PRIOR TO THE CONNECTION TO THE STORM DRAIN IN ER THAT
AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK.
TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS
AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY
COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND
BLOCKAGES CAN BE ADDRESSED.
7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO
APPROPRIATE.
CODES.
32. FOR SINGLE AND TWO-FAMILY RESIDENTIAL PROJECTS, WHERE THE PROPOSED DWELLING AND ADJACENT SPOT
PREPARATION. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER
THE TIME OF PLAN D VERI E
ENGINEERING IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF
30. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY
6. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY
ELEVATION(S) ARE SCHEMATIC FOR GENERIC BUILDING FOOTPRINT, GRADES MUST BE ADJUSTED BASED ON FINAL
ARCHITECTURAL 'PLANS TO PROVIDE A MINIMUM OF SiX (6) INCHES BELOW TOP OF BLOCK AND /OR SIX (6) INCHES
THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES.
PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION AL
"PROFESSIONAL OPINION" REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL
GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES.
o
BELOW SIDING, WHICHEVER IS LOWEST, AND MUST PROVIDE POSITIVE DRAINAGE (2 /o MIN.) AWAY FROM DWELLING.
8. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF
KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE
7. CONTRACTOR iS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR
ALL CONSTRUCTION, INCLUDING GRADING, MUST COMPLY WITH THE LATEST LOCAL AND STATE BUILDING CODE AND
ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES,
CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES
STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED.
EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND
EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR
EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST
33. LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY.
WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS
COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO
PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING
ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT
34. CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE
CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK.
INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND/OR
NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER
CONTROL OF THE SiTE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND
THE PROPERTY.
9. CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS "OF RECORD" FOR EXACT LOCATIONS AND
CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO
DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY
CONNECTING TO THE EXISTING UTILITY/SERVICE, WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE
LOCATIONS.
NOTIFOYT ENGINEER,WHERE CONNECTION TS DIFFER, THE CONTRACTOR
�������� �����°
ADA INSTRUCTIONS TO CONTRACTOR
MUST IMMEDIARCHITECTUATELY HE IN WRITING, AND PRIOR TORESOLVE SAME
10. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL
PLAN AND THE LATEST ARCH (INCLUDING, BUT NOT LIMITED TO
REVIEW OF THE ENTIRE SITE ARCHITECTURAL PLANS (NCLU G,
8. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY
1. THE LIGHTING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED
STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). CONTRACTOR
CONTRACTORS SHALL EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAP)
COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES
BY THE NOTED MANUFACTURER(S). ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF
MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING; OF ANY CONFLICTS, DISCREPANCIES OR
ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST
REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE
LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE
AMBIGUITIES WHICH EXIST
COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS,
APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING
SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS.
REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING
CONSTRUCTION.
U T NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS SOLID
11. DEBRIS MUST
PINT F
SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS O ACCESSIBLE
2. THE LIGHT LOSS FACTORS USED IN THESE LIGHTING CALCULATIONS ARE 0.90 FOR ALL LED LUMINAIRES, 0.80 FOR
WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES
BUILDING ENTRANCEiEXIT, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT
9. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC.. ARE TO BE INSTALLED
ALL HiGH PRESSURE SODIUM LUMINAIRES OR 0.72 FOR ALL METAL HALIDE LUMINAIRES UNLESS OTHERWISE
WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR.
LIMITED TO THE FOLLOWING:
UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WiTH THE UTILITY/SERVICE
SPECIFIED. THESE FACTORS ARE INDICATIVE OF TYPICAL LIGHTING INDUSTRY MODELING STANDARDS.
PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS.
TOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING
12. THE CONTRACTOR
• PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION.
-
3. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THE PLAN ARE ALL ANALYZED ON A HORIZONTAL
REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT .OSHA STANDARDS) AND ANY
10. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE`
GEOMETRIC PLANE AT ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED. THE VALUES. DEPICTED.
ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS
0
• CURB RAMPS - SLOPE SHALL NOT EXCEED 1:12 (8.3 /o) FOR A MAXIMUM OF SIX (6) FEET.
RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR IS
ON THE PLAN ARE IN FOOTCANDLES.
STRUCTURES AND PROPERTIES.
RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN
• LANDINGS - SHALL BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT
THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE
4. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY
13. THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES PAVEMENT,
EXCEED 1:50 (2.0%) IN ANY DIRECTION.
GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION
FUNCTION PROPERLY. THIS WORK SHOULD INCLUDE, BUT NOT BE LIMITED TO, FREQUENT VISUAL INSPECTIONS,
RADJACENTASPTO
STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL lAL PHASE OF THE PROJECT OR AS PART OF THE FINAL
REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS
CLEANING OF LENSES, AND RELAMPING (IF NECESSARY) AT LEAST ONCE EVERY SIX (6) MONTHS. FAILURE TO
L
CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING AL APPROPRIATE MEASURES REQUIRED TO ENSURE THE
• PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF
PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS
FOLLOW THE ABOVE STEPS COULD CAUSE THE LUMINARIES, LAMPS AND LENSES TO FAIL OR PROPERLY
STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO
TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO
TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE
FUNCTION,
I P THE
REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH H
GREATER THAN 1:20 (5.0%) IN THE DIRECTION' OF TRAVEL, AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS` SLOPE.
RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES,
PROJECT
WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), ADA RAMP REQUIREMENTS MUST BE ADHERED TO.
STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE
5. WHERE APPLICABLE, THE <EXISTING CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN
A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, SHALL BE PROVIDED. THE RAMP MUST HAVE
OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY
APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD MEASUREMENTS
14. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR
ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 (2.0%) IN
OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH
ARE TAKEN WITH A LIGHT METER AND ARE, CONSEQUENTLY, APPROXIMATIONS ONLY. DUE TO FACTORS SUCH
PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT,
o
ANY DIRECTION 2.0 to FOR POSITIVE DRAINAGE.
APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. EARTHWORK. ACTIVITIES
MAINTENANCE
AS FIXTURE EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC, ACTUAL LIGHT LEVELS MAY
STRIPING, CURB, ETC. AND SHALL ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO,
NOT LIMITED TO EXCAVATION 1 MUST L WITH TH
INCLUDING, BUT N , BACKFILL, AND COMPACTING US COMPLY E
DIFFER.EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN SHOULD BE CONSIDERED APPROXIMATE.
.BEAR
RE -PERMITTING AND CONSTRUCTION. TFiE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE
REDESIGN, RE-SURVEY,G
SLOPED AWAY
•DOORWAYS -MUST HAVE A LEVEL. LANDING AREA ON THE EXTERIOR SiDE OF THE DOOR THAT IS O
RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS,
ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED
0 T BE LESS ! AREA MUST O
FROM THE DOOR NO MORE THAN 1:50 (2.0 /o) FOR POSITIVE DRAT NAGS. THIS LANDING A
CODES. ACTIVITIES STANDARD STATE DOT SPECIFICATIONS
ORDINANCES AND CO S S MUST COMPLY WITH THE S N S
O O
'P N I
T LIGHTING LA S INTENDED T CAT!
6. HE G O SHOW THE LOCATIONS AND TYPE OF LUMINAIRES, ONLY. POWER SYSTEM,
T BEAR ALL COSTS ASSOCIATED H SAME. THE REPAIR OF ANY SUCH NEW OR
DURING CONSTRUCTION AND MUST ATED WITH S
T RNATIVE
THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALE
FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO.
W
CONDUITS, WIRING, VOLTAGES AND OTHER ELECTRICAL COMPONENTS ARE THE RESPONSIBILITY OF THE
EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION
DOORWAY OPENING CONDITIONS. SEE iCC/ANSI A117.1-2009 AND OTHER REFERENCED INCORPORATED BY COD.)
(
ARCHITECT,. MEP AND/OR LIGHTING CONTRACTOR, AS INDICATED IN THE CONSTRUCTION CONTRACT
EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN
11. ALL FiLL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE
DOCUMENTS. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS.
CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES.
OF
REVISION OR EXTENSIONTECHNIC
M DIFICATION SR
RUCTION OECO
WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION,
I THE APPLICABLE
COORDINATED WITH
T AND MUST BE COOCONTRACTOR
RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT
OINSTALLING
I RESPONSIB
S LE FOR IN LIGHTING FIXTURES
G G AND APPURTENANCES IN ACCORDANCE
P BLE TO DOCUMENT ALL
CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RES ONSI
CT
OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING
E
UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL
WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES AND ALL OTHER APPLICABLE RULES, REGULATIONS,
EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF
ELEVATIONS SHOWN THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT JUSTICE'S ADA STANDARDS
AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND
LAWS AND STATUTES.
FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR
CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL.
CONSTRUCTION.
MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT
FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE.
7. CONTRACTOR MUST BRING TO DESIGNER'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION,
15. ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS
DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE
ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURES.
UNLESS OTHERWISE NOTED O N THE PLANS DETAILS AND/OR GEOTECHNICAL REPORT.
COMMENCEMENT OF WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM
12. THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS,
LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS.
AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR
8. IT IS LIGHTING CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE PROJECT ARCHITECT OR OWNER
16. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS MEANS TECHNIQUES OR PROCEDURES, GENERALLY
IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE
REGARDING THE POWER SOURCE(S) FROM WITHIN THE BUILDING, AND TIMING DEVICES NECESSARY TO MEET
OR FOR THE CONSTRUCTTIONION MEANs, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED
. THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY
CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING
THE DESIGN INTENT.
BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS
WEER PRIOR
Y NOTIFY THE ENGINEER
MUST IMMEDIATELY
IS OBSERVED OR EXISTS CONTRACTOR US
NON-CONFORMANCE,
T TO
T HALL HAVE NO A RELATED FOROR AS RELATED
D AND CONSULTANT S RESPONSIBILITY FOR OR S
PROCEDURES S
RESPONSIBLE F R DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT
TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE
EXCAVATION AND TRENCHING PROCEDURES.
9. THE LIGHTING CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN
OF CONSTRUCTION.
NON -CONFORMING CONCRETE.
THE SITE PLAN, INCLUDING BUT NOT LIMITED TO, GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY,
13. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE
AND ALL GOVERNMENTAL RULES, LAWS, ORDINANCES, REGULATIONS AND THE LIKE.
17. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN
WITH THE LOCAL
INTENDEDCONSTRUCTIONFULL
IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR -REVIEW THE T
BE REMOVED FROM THE
DEBRIS MUST O
F THE EXISTING PAVEMENT ALL IS FROM REMOVAL OPERATIONS
DEPTH O H S
RETAINED TO PERFORM OR BE .RESPONSIBLE .FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEERS
BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION.
T
SITE ATTHETIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED
1 . THE CONTRACTOR MUST VERIFY THAT INSTALLATION
0 OF LIGHTING FIXTURES. COMPLIES WITH THE
SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY
REQUIREMENTS FOR SEPARATION FROM OVERHEAD ELECTRICAL WIRES AS INDICATED IN THE HIGH VOLTAGE
JOB SITE SAFETY ISSUES, AT ANY TIME.
14. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS
PROXIMITY REGULATIONS N.J.A.C. 12-186.
NECESSARY, TO MATCH PROPOSED GRADES iN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS,
18. ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S
RULES, STATUTES, LAWS, ORDINANCES AND CODES.
11. WHEN A BANK ATM IS INCLUDED IN THE PLAN, THE LIGHTING DESIGN REPRESENTS BOHLER'S UNDERSTANDING
LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE
AND INTERPRETATION OF THE REGULATORY LIGHTING LEVELS INTENDED BY PUBLISHED STANDARDS.
THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS,
15. DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST
SERVANTS,
OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVA
MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS -INSTALLED
12. UPON OWNER'S ACCEPTANCE OF THE COMPLETED PROJECT, THE OWNER SHALL BE RESPONSIBLE FOR ALL
EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTAVA AS
LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY
MAINTENANCE, SERVICING, REPAIR AND INSPECTION OF THE LIGHTING SYSTEM AND ALL OF ITS COMPONENTS
ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO ENSURE THIS HOLD
INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT
AND RELATED SYSTEMS, TO ENSURE ADEQUATE LIGHTING LEVELS ARE PRESENT AND FUNCTIONING AT ALL
HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER
GENERAL DEMOLITION NOTES.-
A CLEAN COPYTHE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE
TIMES.
ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING
CON
OMPLETION O WORK.
WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER
THE COMPLETION OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED UNDER
1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY:
16. WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE,
THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE
THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LiMITED TO .STORM SEWER, SANITARY SEWER,
OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS,
• "JOHN L. PIERCE & ASSOCIATES, P.A.
UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE
SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND
„ I RINCONTRACTOR
BOUNDARY/TOPOGRAPHIC SURVEY PREPARED FOR BOHLER ENG NEE G
WITH A X AND
ION W 2 4
MUST AS APPROPRIATE, MARK LOCATIONS
T R I RE PONSIBLE. CAP ENDS,
CONTRACTOR S S
SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE
JOB #: 2017-1849
MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST
DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES
DATE: 10-24-17
PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK.
OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS FEES AND DEFENSE COSTS, ARISING OUT OF OR IN
2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY
17. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY
ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL
HEALTH ACT OF 1 7 29 U.S.C. 651 et s AS AMENDED AND ANY MODIFICATIONS AMENDMENTS OR REVISIONS
AND HEA 9 0, ( eq },
INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75%
CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN
TO SAME.
MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM
WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE
ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), TO PREVENT PONDING. CONTRACTOR MUST
HEREUNDER.
3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE
IMMEDIATELY IDENTIFY, !N WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC
19. BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS
SUPERVISION, OR ANYTHING RELATED TO SAME.
SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. iF CONTRACTOR PROCEEDS WITH CONSTRUCTION
SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT
4. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION ONLY, REGARDING ITEMS TO BE
WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER,
CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS,
ONLY FOR THE LiMiTED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION
DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND
INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME.
SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND/OR METHODS AND/OR TECHNIQUES
INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW. SITE
OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES AND CONSTRUCTION SAFETY PRECAUTIONS ARE
IMPROVEMENTS.
18. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS
THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME
OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE. IT IS
HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS
5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR
CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO
WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT
SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE
INSTALLATION OF SAME.
BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER
CONTRACTOR OR THIRD PARTIES. IN PERFORMING THE WORK. ON THIS PROJECT, WITH BOHLER ENGINEERING, IN
ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY
WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION. OF ANY SITE ACTIVITY AND ANY
19. REFER TO SITE PLAN FOR ADDITIONAL NOTES.
AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE
DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS
REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN
OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES,
20. IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN
RECEIVED.
REQUIREMENTS, STATUTES, ORDINANCES AND CODES.
WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN
20. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING
6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO:
WRITING, OF ANY DISCREPANCIES AND/OR CONFLICTS.
AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS,
21. CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF
PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND
A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND
SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO
ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL
OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND
ENGINEER AND OWNER PRIOR TO INITIATING WORK.
CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION
DEMOLITION WORK.
MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING,
SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE
22. WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS,
ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE
ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS/FOUNDATION ELEVATIONS
PROJECT .AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY
ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL
CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WiTH THEIR WORK OR ANY HEALTH
DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSEE IN THE STATE WHERE THE
OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY.
CONSTRUCTION OCCURS
BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL
.
INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN
23. STORM DRAINAGE PIPE:
NOTE 19 FOR JOB SITE SAFETY.
21. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN,
UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH
ISILT TIGHT JOINTS. WHEN HIGH -DENSITY POLYETHYLENE PiPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST
WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE
CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WiTH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE
TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED
OTHERWISE.
GENERAL NOTE:
T IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC'
ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE
FHE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD I'
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTI
�CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND
FULL CONFORMANCE 11NS AND CODES.
REVISIONS
BY *)
1
NCDOT REVISIONS
RJB
4/2/19
2
NCDOT REVISIONS
RJB
5/21/19
3
TRC REVISIONS
RJB.
6/7/19
4
TRC REVISIONS
RJB
6/19/1911
5
BID SUBMISSION
RJB
6/21 /19
6
SWPPP SUBMISSION
RJB
6/26/19
.APPROVED FOR ��l
CONSTRUCTION
AO______13
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THE STATE OF NORTH CAROLINA REQUIRES NOTIFICATION
BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING
TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE
STATE.
CALL - 811
BOHLER
ENGINREItING
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
www.BohlerEngineering.com
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REVISIONS
BY ")
1
NCDOT REVISIONS
RJB
4/2/19
NCDOT REVISIONS
Z
5/21/19
RJB
TRC REVISIONS
3
6/7/19
RJB
4
TRC REVISIONS
RJB
6119/19
5
BID SUBMISSION
RJB
6/21/19
SWPPP SUBMISSION
6
6/26/19
RJB
APPROVED FOR
CONSTRUCTION
o -
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r
THE STATE OF NORTH CAROLINA REQUIRES NOTIFICATION
BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING
TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE
STATE.
CALL - 811
BOHLER
E NGIN RERING
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
www.BohlerEngineering.com
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I REVISIONS BY
GENERAL NOTES NCDENR STANDARD NOTES HAZARDOUS MATERIAL MANAGEMENT & SPILL REPORTING 1 NCDOT REVISIONS RJB
- A. PROJECT OFFICE WALL SWPPP POSTINGS: I . 4/2/19
THE FOLLOWING ITEMS MUST BE POSTED TOGETHER IN A SINGLE, ORGANIZED LOCATION'ON A WALL INSIDE THE PROJECT OFFICE: 1) 1. ON -SITE BURIAL PITS ARE NOT ALLOWED AT ANY LOCATION WITHIN THE TOWN OF SWANSBORO. ANY HAZARDOUS OR POTENTIALLY HAZARDOUS MATERIAL THAT IS BROUGHT ONTO THE CONSTRUCTION SITE SHALL BE HANDLED PROPERLY
SWPPP SITE MAPS (ALL PHASES); 2) SV\lPPP DETAIL SHEETS; 3) MAP SHOWING LOCATION OF OFFSITE IMPORT OR EXPORT FACILITY; 4) TO REDUCE THE POTENTIAL FOR STORMWATER POLLUTION. ALL MATERIALS USED ON THIS CONSTRUCTION SITE SHALL BE PROPERLY 1 2 1 NCDOT REVISIONS RJI3
REVISIONS TO DETAILS, SITE MAPS, OR SWPPP-RELATED RFIS; 5) SITE SVvPPP BINDER; 6) SWCT PLACARD; 7) CURRENT OWNER 2. ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN ON THIS PLAN IS SUBJECT TO A FINE. STORED, HANDLED, DISPENSED AND DISPOSED OF FOLLOWING ALL APPLICABLE LABEL DIRECTIONS. FLAMMABLE AND COMBUSTIBLE LIQUIDS 5/21/19
I- STORMWATER COMPLIANCE TRAINING CERTIFICATES FOR SUPERINTENDENT(S) AND COMPLIANCE OFFICER(S); AND 8) CERTIFICATIONS SHALL BE STORED AND HANDLED ACCORDING TO APPLICABLE REGULATIONS, AND, AT A MINIMUM, ACCORDING TO 29 CFR 1926.152. ONLY
AND/OR TRAINING CERTIFICATES REQUIRED TO PERFORM INSPECTIONS BY THE APPLICABLE CONSTRUCTION GENERAL PERMIT OR 3. GRADING I ACRE OR MORE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION AND SUBJECT TO A FINE. APPROVED CONTAINERS AND PORTABLE TANKS SHALL BE USED FOR STORAGE AND HANDLING OF FLAMMABLE AND COMBUSTIBLE LIQUIDS. 3 TRC REVISIONS RJB
AUTHORITY HAVING JURISDICTION. I 1 4. GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3: 1, AND GROUND MATERIAL SAFETY DATA SHEETS (MSDS) INFORMATION SHALL BE KEPT ON SITE FOR ANY AND ALL APPLICABLE MATERIALS. HOWEVER, MSDS 6/7/19
B. PERMITTED PROJECT AREA: STABILIZATION MUST OCCUR WITHIN 7 DAYS ON OTHER AREAS. MAY ALSO BE ACCESSED VIA TELEPHONE OR OTHER ELECTRONIC MEANS OR APPARATUS. 4 TRC REVISIONS RJI3
FOR PURPOSES OF THIS SWPPP AND ASSOCIATED STORMWATER PERMIT, 'PERMITTED PROJECT AREN IS DEFINED AS ANY AND ALL AREAS 5. BASIN OUTLET STRUCTURES WITH DRAINAGE AREAS EQUAL OR GREATER THAN ONE ACRES MUST WITHDRAW WATER FROM THE IN THE EVENT OF AN ACCIDENTAL SPILL, IMMEDIATE ACTION SHALL BE TAKEN BY THE GC TOCONTAIN AND REMOVE THE SPILLED MATERIAL. 6/19/19
WITHIN THE PROJECT LIMITS OF DISTURBANCE, AS SHOWN ON THE SWPPP SITE MAPS AND IDENTIFIED IN THE NOTICE OF INTENT TO THE BID SUBMISSION
�
AGENCY. ALL GROUND -DISTURBING AND CONSTRUCTION -RELATED ACTIVITIES (MATERIAL STORAGE, DUMPSTERS, PARKING AREAS, SURFACE. THE SPILL SHALL BE REPORTED TO THE APPROPRIATE AGENCIES IN THE REQUIRED TIME FRAMES. AS REQUIRED UNDER THE PROVISIONS OF 5 RJI3
PROJECT OFFICE TRAILER, ETC.) MUST BE INCLUDED WITHIN THE PERMITTED PROJECT AREA LIMITS OF DISTURBANCE. 6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY THE NCDENR EROSION CONTROL INSPECTOR. THE CLEAN WATER ACT, ANY SPILL OR DISCHARGE ENTERING WATERS OF THE UNITED STATES SHALL BE PROPERLY REPORTED. 6/21/19
OFFSITE AREA(S) TO BE DISTURBED AS PART OF THIS PROJECT (NOT ON OWNER PROPERTY): � ALL HAZARDOUS MATERIALS, INCLUDING CONTAMINATED SOIL AND LIQUID CONCRETE WASTE, SHALL BE DISPOSED OF BY THE CONTRACTOR 6 SWPPP SUBMISSION RJB
ROADWAY IMPROVEMENTS TO WEST CORBETT AVENUE AND HAMMOCK BEACH ROAD. 7. ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS BENCHMARK WHICH MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR IN THE MANNER SPECIFIED BY FEDERAL, STATE AND LOCAL REGULATIONS AND BY THE MANUFACTURER OF SUCH PRODUCTS. 6/26/19
TO GROUND BREAKING.
ALL AREAS OUTSIDE THE PERMITTED PROJECT AREA (I.E., LIMITS OF DISTURBANCE) ACQUIRED FOR USE BY THE GC OR A � E A WRITTEN RECORD OF ANY SPILL AND ASSOCIATED CLEAN-UP ACTIVITIES OF PETROLEU
SUBCONTRACTOR OF THE GC (BORROW SOURCES, DISPOSAL AREAS, ETC.) MUST BE MANAGED IN ACCORDANCE WITH APPENDIX E - TAB 8. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL HAZARDOUS MATERIALS IN EXCESS OF 1 GALLON OR REPORTABLE QUANTITIES, WHICHEVER IS LESS, ON THE DAY OF THE SPILL. THE GC .
PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, AND ANY APPLICABLE LOCAL LAWS AND CODES. SHALL PROVIDE NOTICE TO OWNER, VIA THE ONLINE CRITICAL INCIDENT REPORT, IMMEDIATELY UPON IDENTIFICATION OF ANY SPILL. SPILL
21 OF THE 02370 SPECIFICATION. THE CONTRACTOR IS REQUIRED TO LOCATE OFFICE TRAILERS AND MATERIAL STORAGE AREAS FOR THE I
PROJECT WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR MAY REQUEST USE OF OFF -SITE LOCATIONS FOR OFFICE TRAILERS OR REPORT FORMS ARE AVAILABLE IN THE ONLINE SWPPP REPORTING SYSTEM PROVIDED BY THE OWNER. COPIES OF SPILL CRITICAL INCIDENT
NON -ERODIBLE MATERIAL STORAGE; HOWEVER, APPROVAL MUST BE OBTAINED FROM THE CONSTRUCTION MANAGER, THE CEC AND THE 9. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) REPORTS SHALL BE PRINTED AND MAINTAINED IN THE JOBSITE BINDER. m - I
WAL-MART SWCT PRIOR TO THEIR USE. REQUESTS WILL BE REVIEWED ON A CASE BY CASE BASIS AND IF APPROVED, LIMITATIONS ON USE OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED. IF FILL I �
WILL BE PROVIDED BY THE CEC. MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE PROPERTY THEN THE CONTRACTOR SHALL ANY SPILLS OF PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF REPORTABLE QUANTITIES AS DEFINED BY EPA OR THE
DISCLOSE THE LOCATION OF ANY ON -SITE AND/OR OFF -SITE BORROW LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION STATE OR LOCAL AGENCY REGULATIONS, SHALL BE IMMEDIATELY REPORTED TO THE EPA NATIONAL RESPONSE CENTER (1-800-424-8802) AND
C. SPECIAL PROJECT AREAS: CONTROL INSPECTOR. NCDENR [phone] APPROVED FOR
THERE ARE NO SPECIAL PROJECTS, LOCATED BEYOND THE OWNER PERMITTED PROJECT AREA, REQUIRING INSPECTION AND 10. ANY REPORT SUBMITTED TO NCDENR MUST ALSO BE SENT TO THE TOWN OF SWANSBORO ENGINEERING DEPARTMENT ATTENTION THE STATE REPORTABLE QUANTITY FOR PETROLEUM PRODUCTS IS:
MAINTENANCE ASSOCIATED WITH THIS CONSTRUCTION PROJECT. � . � �
DIRECTOR INCLUDING ANY SELF INSPECTION REPORTS. IF THE PETROLEUM DISCHARGED, RELEASED OR SPILLED: �� -- ,
D.1 NON-STORMWATER DISCHARGES: 11. LIMITS OF CLEARING SHOWN ARE BASED ON CUT AND FILL SLOPES OR OTHER GRADING REQUIREMENTS. �
THE GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES PROHIBITS MOST IS 25 GALLONS OR MORE, OR CAUSES A SHEEN ON NEARBY SURFACE WATERS, OR IS 1000 FEET OR LESS FROM SURFACE WATER BODIES;
NON-STORMWATER DISCHARGES DURING THE CONSTRUCTION PHASE. THE DISCHARGES ALLOWED BY THIS GENERAL PERMIT SHALL NOT 12. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES AS INDICATED PRIOR TO GRADING OPERATIONS. NO DEVICE MAY BE THEN THE PERSON OWNING OR HAVING CONTROL OVER THE OIL MUST IMMEDIATELY TAKE MEASURES TO COLLECT AND REMOVE THE 0
CAUSE OR CONTRIBUTE TO VIOLATIONS OF NORTH CAROLINA WATER QUALITY STANDARDS FOR SURFACE WATERS AND WETLANDS {I 5A REMOVED WITHOUT APPROVAL OF EROSION CONTROL COORDINATOR. DISCHARGE, AND REPORT THE DISCHARGE TO NCDENR WITHIN 24 HOURS OF DISCHARGE, AND BEGIN TO RESTORE AREA AFFECTED BY
NCAC 2B .0200). DISCHARGES ALLOWED BY THIS PERMIT MUST MEET ALL APPLICABLE WATER QUALITY CERTIFICATION OR PERMIT DISCHARGE.
REQUIREMENTS AS OUTLINED IN 15A NCAC 2H .0500 AND 2H . 1 300. 13. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING CONTOURS.
ALLOWABLE NON-STORMWATER DISCHARGES THAT OCCUR DURING CONSTRUCTION ON THIS PROJECT ARE INCLUDED IN THE FOLLOWING IS 25 GALLONS OR LESS, DOES, NOT CAUSE A SHEEN ON NEARBY SURFACE WATERS, OR IS 1000 FEET OR MORE FROM SURFACE WATER
LIST FROM THE US EPA CONSTRUCTION GENERAL PERMIT: 14. ALL DISTANCES ARE HORIZONTAL GROUND. BODIES; THEN THE PERSON OWNING OR HAVING CONTROL OVER THE OIL MUST IMMEDIATELY TAKE MEASURES TO COLLECT AND REMOVE THE . .
DISCHARGE. IF IT CAN NOT BE CLEANED UP WITHIN 24 HOURS OF THE DISCHARGE, THE OWNER MUST REPORT THE DISCHARGE TO NCDENR,
I THE STATE OF NORTH CAROLINA REQUIRES NOTIFICATION
0 DISCHARGES FROM EMERGENCY FIRE -FIGHTING ACTIVITIES 15. TOTAL DENUDED AREA = 1.84 AC AND BEGIN TO RESTORE AREA AFFECTED BY DISCHARGE. BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING
TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE
0 FIRE HYDRANT FLUSHINGS 16. ANCHOR SILT FENCE WITH COMPACTED BACKFILL ON TREE PROTECTION ZONES. DO NOT BURY. THE REPORTABLE QUANTITY FOR HAZARDOUS MATERIALS CAN BE FOUND IN 40 CFR 302 AND STATE.
* LANDSCAPE IRRIGATION WVWV. NCGA.STATE.NC. US/STATUTRES-IN-HTMUCH P430. HTML. THE ACTS STARTS AT ARTICLE 21A, 143-21.75 CALL - 811
0 WATER USED TO WASH VEHICLES AND EQUIPMENT, PROVIDED THAT THERE IS NO DISCHARGE OF SOAPS, SOLVENTS, OR DETERGENTS 17. ALL EROSION CONTROL DEVICES SHOULD BE CHECKED PERIODICALLY AND AFTER EVERY MAJOR STORM EVENT. IF ANY FAILURES ARE k, j
USE FOR SUCH PURPOSES FOUND, THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE. TO MINIMIZE THE POTENTIAL FOR A SPILL OF PETROLEUM PRODUCT OR HAZARDOUS MATERIALS TO COME IN CONTACT WITH STORMWATER, �
0 WATER USED TO CONTROL DUST THE FOLLOWING STEPS SHALL BE IMPLEMENTED: I
9 POTABLE WATER INCLUDING CONTAMINATED WATER LINE FLUSHINGS 18. ANY ASSOCIATED DEMOLITION PERMITS AND METHODS OF DEMOLITION ARE TO BE OBTAINED AND ARRANGED BY THE CONTRACTOR
0 ROUTINE EXTERNAL BUILDING WASHDOWN THAT DOES NOT USE DETERGENTS PRIOR TO CONSTRUCTION. 1) ALL MATERIALS WITH HAZARDOUS PROPERTIES, SUCH AS PESTICIDES, PETROLEUM PRODUCTS, FERTILIZERS, SOAPS, DETERGENTS, BOHLER
0 PAVEMENT WASH WATERS PROVIDED SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE NOT OCCURRED (UNLESS ALL SPILL CONSTRUCTION CHEMICALS, ACIDS, BASES, PAINTS, PAINT SOLVENTS, ADDITIVES FOR SOIL STABILIZATION, CONCRETE, CURING
MATERIAL HAS BEEN REMOVED) AND WHERE DETERGENTS ARE NOT USED. YOU ARE PROHIBITED FROM DIRECTING PAVEMENT WASH 19. SEDIMENT TRAPS AND BASINS NEED TO BE STABILIZED IMMEDIATELY AFTER INSTALLATION. COMPOUNDS AND ADDITIVES, ETC., SHALL BE STORED IN A SECURE LOCATION, UNDER COVER AND IN APPROPRIATE, TIGHTLY SEALED
.
WATERS DIRECTLY INTO ANY SURFACE WATER, STORM DRAIN INLET, OR STORMWATER CONVEYANCE, UNLESS THE CONVEYANCE IS CONTAINERS WHEN NOT IN USE. I I
CONNECTED TO A SEDIMENT BASIN, SEDIMENT TRAP, OR SIMILARLY EFFECTIVE CONTROL 20. STONE OUTLETS SHOULD BE INSTALLED AT LOW POINTS OF THE SILT FENCING, BASED ON FIELD CONDITIONS. . 1927 S. TRYON STREET, SUITE 310
0 UNCONTAMINATED AIR CONDITIONING OR COMPRESSOR CONDENSATE 2) THE MINIMUM PRACTICAL QUANTITY OF ALL SUCH MATERIALS SHALL BE KEPT ON THE JOB SITE AND SCHEDULED FOR DELIVERY AS CLOSE CHARLOTTE, NC 28203
0 UNCONTAMINATED, NON -TURBID DISCHARGES OF GROUND WATER OR SPRING WATER 21. EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT A PROJECT AFTER EACH PHASE TO TIME OF USE AS PRACTICAL. Phone: [phone]
* FOUNDATION OR FOOTING DRAINS WHERE FLOWS ARE NOT CONTAMINATED WITH PROCESS MATERIALS SUCH AS SOLVENTS OR OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. Fax: [phone]
CONTAMINATED GROUNDWATER SELF -INSPECTION REPORTS ARE REQUIRED. A SAMPLE SELF -INSPECTION REPORT, AS WELL AS DETAILS OF THE SELF -INSPECTION 3) A SPILL CONTROL AND CONTAINMENT KIT (CONTAINING FOR EXAMPLE, ABSORBENT MATERIAL SUCH AS KITTY LITTER OR SAWDUST, ACID,
0 CONSTRUCTION DEWATERING WATER THAT HAS BEEN TREATED BY AN APPROPRIATE CONTROL PROGRAM, CAN BE FOUND ON THE LAND QUALITY WEBSITE. IF, YOU HAVE QUESTIONS OF THE SELF -INSPECTION PROGRAM, PLEASE BASE, NEUTRALIZING AGENT, BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, PLASTIC AND METAL TRASH CONTAINERS, ETC.) www.BohlerEngineering.com
BEST MANAGEMENT PRACTICES (BMPS) MUST BE, IMPLEMENTED FOR THE GENERAL PERMIT ALLOWABLE DIS( ,'HARGES FOR THE DURATION CONTACT [phone]. SHALL BE PROVIDED AT THE CONSTRUCTION SITE AND ITS LOCATION(S) SHALL BE IDENTIFIED WITH LEGIBLE SIGNAGE AND SHOWN ON
OF THE PERMIT. THE TECHNIQUES DESCRIBED IN THIS SWPPP FOCUS ON PROVIDING CONTROL OF POLLUTANT DISCHARGES WITH SITE MAPS. �
PRACTICAL APPROACHES THAT UTILIZE READILY AVAILABLE EXPERTISE, MATERIAL, AND EQUIPMENT. a. THE SPILL CONTROL AND CONTAINMENT KIT SUPPLIES SHALL BE OF SUFFICIENT QUANTITIES AND APPROPRIATE CONTENT TO % k, % j I I I I I , "
CONTAIN A SPILL FROM THE LARGEST ANTICIPATED PIECE OF EQUIPMENT AND FROM THE LARGEST ANTICIPATED QUANTITIES OF -.%%% ///11
" .1
I PRODUCTS STORED ON THE SITE AT ANY GIVEN TIME. 11 ,
, ,
NON-STORMWATER COMPONENTS OF SITE DISCHARGES MUST BE UNCONTAMINATED, NON -TURBID WATER. ALL NON-STORMWATER b. CONTENTS SHALL BE INSPECTED DAILY DURING THE DAILY STORMWATER INSPECTION. , A , I
DISCHARGES MUST BE ROUTED TO A STORMWATER CONTROL PRIOR TO DISCHARGE. WATER USED FOR CONSTRUCTION WHICH ,
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- -
DISCHARGES FROM THE SITE MUST ORIGINATE, FROM A PUBLIC WATER SUPPLY OR PRIVATE WELL APPROVED BY THE STATE HEALTH 4) ALL PRODUCTS SHALL BE STORED IN AND USED FROM THE ORIGINAL CONTAINER WITH THE ORIGINAL PRODUCT LABEL. CONTAINERS - T11 * I .:
DEPARTMENT. WATER USED FOR CONSTRUCTION THAT DOES NOT ORIGINATE FROM AN APPROVED PUBLIC SUPPLY MUST NOT MUST BE STORED IN A MANNER TO PROTECT THEM FROM THE ELEMENTS AND INCIDENTAL DAMAGE. �4 w m -
DISCHARGE FROM THE SITE; IT CAN BE RETAINED IN RETENTION PONDS UNTIL IT INFILTRATES OR EVAPORATES. WHEN NON-STORMWATER - Lu 043610 z W:
IS DISCHARGED FROM THE SITE, IT MUST BE DONE IN A MANNER SUCH THAT IT DOES NOT CAUSE EROSION OF THE SOIL DURING 5) ALL PRODUCTS SHALL BE USED IN STRICT COMPLIANCE WITH INSTRUCTIONS ON THE PRODUCT LABEL. - 0.4 V-1 0 0--
DISCHARGE. � n z 9 --, A�:
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I 6) THE DISPOSAL OF EXCESS OR USED PRODUCTS SHALL BE IN STRICT COMPLIANCE WITH INSTRUCTIONS ON THE PRODUCT LABEL AND ,��,y & ,as'-> '0,2 %1,
D.2 POWER WASHING: REGULATIONS. , X % "
PROCESS WATER SUCH AS POWER WASHING WATER AND CONCRETE CUTTING EFFLUENT, AMONG OTHERS, MUST BE COLLECTED FOR , t '* %,
TREATMENT AND DISPOSAL. IT MUST NOT BE FLUSHED INTO THE SITE STORM DRAIN SYSTEM OR DISCHARGED OFF -SITE. dl��/,A - 'IV '*
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E. DISCHARGE POINTS:
ALL DISCHARGE POINTS MUST BE INSPECTED TO DETERMINE WHETHER EROSION AND SEDIMENTATION CONTROL MEASURES ARE � I I I - I
EFFECTIVE IN PREVENTING DISCHARGE OF SEDIMENT FROM THE SITE AND/OR IMPACTS TO RECEIVING WATERS. SEDIMENT E!nH % .*
ACCUMULATION DOWNGRADIENT OF DISCHARGE LOCATIONS SHALL BE REPORTED AS A SEDIMENT DISCHARGE (SEE APPENDIX E - TAB 11 4, � so go
SEDIMENT RELEASES, OF THE 02370 SPECIFICATION) AND THE POTENTIAL UPSTREAM CAUSE SHALL BE INVESTIGATED TO PREVENT cn
E. CONTACT THE CM, CEC AND SWCT TO DETERMINE APPROPRIATE ACTION FOR CLEANUP OF DISCHARGED fl� #4 %
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SEDIMENT THAT MAY BE OUTSIDE OF THE LIMITS OF DISTURBANCE. SEE SAMPLING AND MONITORING OF EFFLUENT PLAN (IF APPLICABLE). 4 �� ow
SITE STORMWATER OUTFLOW DESCRIPTION: . I I 0___-A hm
F. THE SITE HAS THREE DISCHARGE POINTS. THE SOUTHERN PORTION OF THE SITE IS ROUTED TO A WET POND AND DISCHARGED TO THE � - �4 9
STREAM THAT EXITS THE SITE TO THE SOUTHEAST. THE NORTHERN SECTION OF THE SITE IS SPLIT INTO TWO DRAINAGE AREAS BY A � � I 0 �H tv
RIDGE IN THE PARKING LOT THAT DIRECTS FLOW TO ONE OF TWO WET PONDS WHICH DISCHARGE INTO THE EXISTING STORM SEWER
NORTH OF THE SITE. I 1 P4 �n E
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CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THIS STORM WATER POLLUTION PREVENTION PLAN. � Z� ` , 1, I � I I >� , " , 11-111, - ll!�,_,_5�i I'�,'��'lli,�,���r��'I'll'��,,��-11 ,, , � I
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B. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL � ,,�,,,,, I # I I I - , ___ � ,,,,,,� ­0
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C . SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR , I ­0 I'll, ',��,''­f"­.'­�_ � A� , '' : �& ��,,,,�,��,,_,, I �^
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THE APPLICABLE GENERAL PERMIT. NO UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED. I NORTH, ULTIMATELY ENTERING �:` , ,�"'­,, i-� " .1 _ -
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MANAGEMENT AFTER CONSTRUCTION, ARE INCLUDED IN THE CONTRACT DOCUMENTS. THE SITE ; � THE SOUTH. STORMWATER EXITS THE SITE I I 1­1 , '�_ � , , - �,�-i 4 �M4
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WATER OPERATION AND MAINTENANCE (O&M) MANUAL IS INCLUDED IN THE CONTRACT DOCUMENTS. �� AT THE APPROXIMATE COORDINATES OF I I I I - �,-,�,,2--,,-�,-_r,�", �1-��`�,,,�:,"-"­ � I I'll - _ I& '­ I
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USGS QUADRANGLE MAP SITE LOCATION MAP MAIL STOP 5570 SCALE
NOT TO SCALE NOT TO SCALE 1 2001 SE 1 OTH STREET ASSHOWN
� I JOB No.
I 1 72716-5570 N CC 1 38078
- 479-204-3314 SHEET
SITE OPERATOR /GENERAL CONTRACTOR:
44
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�GENE AL �NOTE. - SUPERINTENDENT: S rm"
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT I - — .4
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WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO SWID - P1 ] Du N 0 TEr" S -
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN I .
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
I
I
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
FULL CONFO WITH L - S AND DE .
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PHASE I LIMITS OF WORK
1 = 250'
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PHASE II LIMITS OF WORK
1" = 250'
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. CONTRACTOR SMALL REFER TO THE PROJECT SPECIFICATIONS FOR DEWATERING
RECOMMENDATIONS DURING CONSTRUCTION.
PHASE I
1. CONTRACTOR TO HOLD PRE -CONSTRUCTION MEETING WITH NCDEQ PRIOR TO COMMENCING ANY ACTIVITIES ON SITE. ATTENDEES MUST BE
NOTIFIED A MINIMUM OF 30 DAYS PRIOR TO MEETING.
2. INSTALL THE SWPPP INFORMATION SIGN AND POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT ON WEST CORBETT AVENUE,
AND WITHIN EASY ACCESS TO THE GENERAL PUBLIC WITHOUT ENTERING THE SITE. CONTRACTOR SHALL ENSURE THAT SIGHT VISIBILITY FOR
ONCOMING TRAFFIC IS NOT IMPACTED.
3. STAKE/FLAG THE LOD (WHERE STAKING IS NOT POSSIBLE/PRACTICAL, THE LOD MUST BE CONSPICUOUSLY, AND PROMINENTLY, MARKED TO
DENOTE THE BOUNDARY). LOD MUST REMAIN CONSPICUOUSLY MARKED THROUGHOUT THE ENTIRE CONSTRUCTION PROJECT. LOD SHALL BE
STAKED AS CLOSE TO PROPERTY LINE AS POSSIBLE WHEN IN CLOSE PROXIMITY TO ALLOW FOR FULL AREA TO GRADE NEAR PROPERTY LINE.
CONTRACTOR SHALL CONTACT CEC FOR FURTHER CLARIFICATION WHEN APPLICABLE.
4. 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, AND ALL PUBLIC RIGHT-OF-WAY FRONTAGE. INSTALL
PERIMETER SEDIMENT CONTROL BMPS ADJACENT TO EXISTING DRAINAGE FEATURES. CLEAR ONLY THE MINIMUM AREA ABSOLUTELY NECESSARY
TO INSTALL THESE PERIMETER CONTROL BMPS. PERIMETER BMPS SHALL BE INSTALLED AS CLOSE TO LOD AS POSSIBLE TO ALLOW FOR
CONSTRUCTION.
5. INSTALL STABILIZED CONSTRUCTION EXIT, AND SET THE PROJECT OFFICE TRAILER. TIRE WASH MAY BE REQUIRED IF CONSTRUCTION EXIT IS NOT
SUFFICIENT TO RETAIN SOIL.
6. PREPARE TEMPORARY PARKING STORAGE AREA..
7. INSTALL INLET PROTECTION ON EXISTING INLETS WITHIN THE LIMITS OF WORK AS IDENTIFIED ON PLANS.
8. HALT ALL ACTIVITIES
CONTACT THE CEC TO PERFORM INSPECTION AND CERTIFICATION OF BMPS. BMP CERTIFICATION MUST OCCUR BEFORE STORMWATER
PRE -CONSTRUCTION MEETING. (THIS 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 & PRE -CONSTRUCTION MEETING CERTIFICATION IS SIGNED/CERTIFIED BY THE CEC.
9. BEGIN DURING STEP 9, DEWATER THE EXISTING DRAINAGE FEATURE AT AREA A (IF WET) AND THE EXISTING STORMWATER POND AT AREA B
THROUGH SILT BAGS TO THE EXISTING DITCHES. INSTALL ANY REMAINING PERIMETER SEDIMENT CONTROL BMPS. CLEAR ONLY THE MINIMUM AREA
NECESSARY TO INSTALL PERIMETER CONTROL BMPS AND STOCKPILE SUITABLE MATERIALS IN STOCKPILE AREAS SHOWN FOR CUT SOILS
GENERATED DURING THE CONSTRUCTION OF THESE MEASURES (TO PROVIDE DRYING AND TREATMENT AS NECESSARY TO MAKE MATERIALS
SUITABLE). EXISTING WET POND FOREBAY TO BE PUMPED AND BAFFLE INSTALLED AS SHOWN ON PLANS, BEFORE POND GRADING OPERATIONS
MAY COMMENCE. EXISTING DRAINAGE FEATURE WITHIN AREA A TO BE PUMPED DOWN TO INSTALL PERMANENT CULVERT, WITH INLET AND
OUTFALL PROTECTION AT EACH END, RESPECTIVELY. IF ANY UNSUITABLE SOILS ARE ENCOUNTERED, PRIOR TO BEING HAULED OFF, DIRT FOR FILL
OPERATION MAY BE HAULED IN AND STOCKPILED. STOCKPILED MATERIALS SHALL BE STABILIZED IF NOT WORKED FOR 7 DAYS AND WRAPPED
WITH SILT FENCE.
10. HALT ALL ACTIVITIES
CONTACT THE CEC TO PERFORM INSPECTION AND CERTIFICATION OF BMPS.
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.
11. CONTINUE TO DEWATER POND/DITCH WITH PUMP.
12. GRADE AND SHAPE PORTIONS OF POND FOREBAY IN AREA B, AS SHOWN ON THE PLANS, ONLY BEHIND BAFFLE AS SHOWN.
13. MAY START FILLING OPERATIONS IN ROADWAY AREA IF MATERIALS DRY BEFORE IMPORT IS COMPLETE.
14. INSTALL ADDITIONAL PROPOSED PIPES AS NOTED ON THE PLAN.
PHASE Il
1. BEGIN CLEARING, GRUBBING, AND STRIPPING THE SITE AND ROADWAY AREAS. (PHASE CLEARING AND GRUBBING TO THE EXTENT PRACTICAL TO
MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME)
2. BEGIN GRADING THE SITE WHILE ENSURING DRAINAGE IS CONTINUOUSLY ROUTED TO THE INSTALLED CONTROLS AND INLETS WITH INLET
PROTECTION.
3. ONCE POND AREA FROM PHASE I IS GRADED AND STABILIZED, CONTRACTOR TO REMOVE PHASE I BAFFLE, INSTALL PHASE 11 BAFFLE, AND CONTINUE
TO PUMP THIS FOREBAY AREA UNTIL FINAL GRADES ARE ACHIEVED.
4. BEGIN GRADING IN AREAS OF ROADWAY IMPROVEMENTS.
5. START CONSTRUCTION OF ROADWAY IN AREA A. CONTRACTOR SHALL KEEP EXISTING DRIVEWAY OPEN FOR ALL TRAFFIC UNTIL PHASE I11.
CONTRACTOR SHALL NOT CONSTRUCT PROPOSED CURB ALONG CORBETT AVE. SO AS TO OBSTRUCT EXISTING DRIVEWAY ENTRANCE. CONTRACTOR
SHALL INSURE THAT TURN CONSTRUCTION DOES NOT IMPEDE ON TRUCK ACCESS AND DOCK OPERATIONS.
6. 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.
7. IMMEDIATELY PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE.
8. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UTILITIES, CURBS AND GUTTERS.
9. INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED.
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PHASE III LIMITS OF WORK
1 = 250'
PHASE III
1. CONTINUE GRADING THE SITE WHILE ENSURING DRAINAGE IS CONTINUOUSLY ROUTED TO THE INSTALLED CONTROLS AND INLETS WITH INLET
PROTECTION.
2. COMPLETE GRADING AND SHAPING AND IMMEDIATELY STABILIZE THE BANKS OF THE NEW POND FOREBAY IN AREA B.
3. DEWATERING EFFORT TO CONCLUDE AND TEMPORARY BAFFLES ARE TO BE REMOVED FROM NEW POND FOREBAY IN AREA B.
4. CONTINUE GRADING IN AREAS OF ROADWAY IMPROVEMENTS.
5. CONTINUE CONSTRUCTION OF ROADWAY IN AREA A.
6. 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.
7. IMMEDIATELY PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE.
8. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UTILITIES, CURBS AND GUTTERS.
9. INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED.
10. STABILIZE AREAS TO BE PAVED WITH STONE BASE.
11. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS.
THE SEDIMENT BASIN HALL BE DREDGED
HAS BEEN ACHIEVED S S S DGED T 12. ONCE ALL LAND DISTURBING HAS BEEN COMPLETED AND FINAL STABILIZATIONO
ORIGINAL ELEVATIONS AND VOLUMES, REPAIRED AS NECESSARY FOR THE POND TO FUNCTION AS PERMANENTLY DESIGNED. REMOVE SNORKEL,
H RACKS. THE RISER STRUCTURE AND ALL PI INSTALL THE APPROPRIATE TRAS PES
UNSEAL THE BMP ORIFICES AT THE BASE OF THE STRUCTURE, AND S
MAIN FROM USE AS A SEDIMENT BASIN. E
SHALL BE INSPECTED AND CLEANED IF NECESSARY TO ENSURE RESIDUAL SEDIMENTDOES NOT RE SEDIMENT
SHALL NOT BE WASHED INTO RECEIVING CHANNEL AT END OF OUTLET PIPE. CONTRACTOR SHALL ENSURE THE POND MEETS PERMANENT
STABILIZATION REQUIREMENTS. ONCE SITE IS STABILIZED, INSTALLATION MAY BEGIN ON INFILTRATION TRENCHES (SEE INFILTRATION TRENCH DETAIL
REGARDING CONSTRUCTION AND MAINTENANCE REQUIREMENTS).
13. PAVE SITE.
14. ADJUST INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES, PER BMP DETAILS.
15. ONCE PROPOSED DRIVEWAY EXTENSION HAS BEEN COMPLETELY STABILIZED AND APPROVED BY INSPECTOR, CONTRACTOR MAY DEMO EXISTING
DRIVEWAY AND REMOVE ALL DEBRIS. ONCE DEMOLITION OF EXISTING DRIVEWAY IS COMPLETE, CONTRACTOR SHALL COMPLETE CURB
INSTALLATION ALONG CORBETT AVE.
16. 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 PERMIT', 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-6.
S W D "SEE'd1QUENCELIM
ITS 0
11 "91A 110,1,
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:
WAL-MART REAL ESTATE
BUSINESS TRUST
MAIL STOP 5570
2001 SE 10TH STREET
BENTONVILLE, AR
72716-5570
479- 204- 3314
SITE OPERATOR/GENERAL CONTRACTOR:
SUPERINTENDENT:
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
REVISIONS
*)
BY
NCDOT REVISIONS
1
4/2/19
RJB
NCDOT REVISIONS
2
5/21 /19
RJB
TRC REVISIONS
3
6/7/19
RJB
4
TRC REVISIONS
RJB
6/19/19
5
BID SUBMISSION
RJB
6/21/19
6
SWPPP SUBMISSION
RJB
6/26/19
APPROVED FOR
CONSTRUCTION
a '
THE STATE OF NORTH CAROLINA REQUIRES NOTIFICATION
BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING
TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE
STATE.
CALL - 811
v BOHLER
E N G I N E E R I N G
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
www.BohlerEngineering,com
IN CA-Ro
043610 W -
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SCALE
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JOB No.
NCC138078
SHEET
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REVISIONS
B
NCDOT REVISIONS.
1
4/2/19
RJB
NCDOT REVISIONS
2
5/21/19
RJB
TRC REVISIONS
3
6/7/19
RJB
TRC REVISIONS
6/19/19
RJB
BID SUBMISSION
5
6/21/19
RJB
SWPPP SUBMISSION
6
6/26/19
RJB
APPROVED FOR
CONSTRUCTION
n -
o
THE STATE OF NORTH CAROLINA REQUIRES NOTIFICATION
BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING
TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE
STATE.
CALL - 811
w BOHLER
ENGINEERING.
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
www. Bohl erEngineering. com
.)
W 043610 z -
♦I
DRAWN
BAB
CHECKED
MAT
DATE
4/2/19
SCALE
111=60'
JOB No.
NCC138078
SHEET
e
2 4.wl
1-1:12013WCC1380781DRAWINGSIPLAN SETSIPLAN SET (DRIVEWAY EXTENSI0N)WCC1380788S0.DWG PRINTED BY: RBRELAND 7.08.19 @ 9:51 AM LAST SAVED BY: RBRELAND

DEMOLITION NOTES
1: THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL
gp� STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE, STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS
SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL. FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT
TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS.
w^
I 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS
I ! RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.
I
Q I 3. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE
F- CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY
COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR
PAYING ALL FEES AND CHARGES.
ENUE �.4. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN
R13ET E��(NC HWY FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY
I I I lo0' ww
DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES.
Cn
Q 35 MPH SPEED LIMIT (ADT: 27,000) 5. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION; OR AS THE ONLY OBSTACLES THAT MAY
OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY
I 1 COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES
T C 8 DETERMINED TO BE ABANDONED AND LEFT IN PLACE SHALL BE GROUTED IF UNDER BUILDING.
P �BFP L �BFP LP Xo�s H® HOB HO - UP wM _ _ - _ _ _ -- --
_ (r� PP, 6. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED
-�-
`-' WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY
-`~`� % � iI�- f - F t� f - F F F t IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE
�� � -� �
NB ® I I I I 7. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., (AND OTHER APPROPRIATE BEST
- ---- --- ---- _ I MANAGEMENT PRACTICES) AS APPROVED BY CONSTRUCTION MANAGER.
zrz
-- - -- = _� --- -- - -- - - -- - - -- -- - -- --- -- -- - - - - _ - - - - .- - - - -- -- - - - - - - - -- - - - - - - - -- - - 8. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES.
i I $ K' ` li •� 9. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.
7 I { K I I 10. SHOULD REMOVAL AND/OR RELOCATION ACTIVITIES DAMAGE FENCING, LIGHTING AND/OR STORM INLET STRUCTURES, THE CONTRACTOR SHALL PROVIDE
NEW MATERIALS/ STRUCTURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. EXCEPT FOR MATERIALS DESIGNED TO BE RELOCATED ON THIS
PLAN, ALL OTHER CONSTRUCTION MATERIALS SHALL BE NEW.
_ _ -® _ 1.QII _ J.CI `� _J.aB_ _LAn,-----....� _.....L�, Q - - -_--_-_ -_ - - -
_ `11. CONTRACTOR MAY LIMIT SAW -CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION
T£L C1® -- 7m:aq
7 PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IT S REMOVAL
7 _-------------------- - C
f ! F9 F� FM FOP FM f�A F�4 tr�9 F F# F, f�l ` F� F,I9 -FM - - - AND REPAIR.
HO--- HO w HO - -HO MO NO HO HO HO HO HO HO H HD HO HO H HO HO I O = HO HO ' � PP JB 12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPARTMENT AND ONWASA TO PLAN PROPOSED IMPROVEMENTS.
P C I �� CW CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH ONWASA DURING CONSTRUCTION. ANY
i
C A COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE
I M
1 \ I WAL T REAL T TE BUSINESS TRUST PROVIDED.
I I I r 9 803 13. DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE.
--�. I I �'
MB. P.192 14. EX. WATER SERVICE LINES NOT TO BE REUSED SHALL BE ABANDONED AT THE MAIN. THE WATER SERVICE LINE SHALL BE DETACHED FROM THE
CORPORATION STOP BY REMOVING A THREE 3 FOOT SECTION OF PIPE AT THE MAIN.
- Ke tone � � � � (I ( )
i � , 1
N/F ` i Contractors, c. = C II Ali 15. SANITARY SEWER LATERALS SHALL BE ABANDONED AT THE MAIN LINE WYE. THE SANITARY SEWER LATERAL SHALL BE DETACHED FROM THE GRAVITY
BENCHMARK DEVELOPMENT CORP. f A84494 P.9 y j 1
F i ( 0 1 r 1 � ^ � MAIN BY REMOVING A THREE (3) FOOT SECTION OF THE LATERAL PIPE AT THE MAIN. THE CONNECTION AT THE MAIN SHALL BE CAPPED OR PLUGGED
0.8.2139 P,747 N/ o Troct 1 ! CIRI
BENCHMARK DEVELOPMENT CORP. ( i j o ( (� _ BASED UPON A METHOD APPROVED BY ENGINEER. THE SANITARY SEWER CLEANOUT AND LATERAL SHALL BE REMOVED FROM THE RIGHT-OF-WAY TO
Tmct 2A D.B.2139 P.747 i 1 M.B. 72 P.43 I H' TOTAL LOD - .�� AC THE PAVEMENT/BACK OF CURB AND THEN THE REMAINING LATERAL SHALL BE CAPPED OR PLUGGED.
M8.56 P,194 I N F 1 I 1.10 Ac. 1 i
1 I 8 56Tract
P. BENCHMARK DEVELOPMENT CORP. C I ' 16. CONTRACTOR SHALL ACCOUNT FOR UTILITY CONNECTION/DISCONNECTION TIME FRAMES WHEN BIDDING PROJECT.
M.D.B.2139 P.747 a I 1 H
Tract 2 o I ( I 1 i I 17. CONTRACTOR SHALL BE RESPONSIBLE FOR BUILDING DEMOLITION PERMITS.
MR 72 P.43 � I
1.15 Ac. I I 18. FOLLOW NCDOT PAVEMENT WEDGE DETAIL FOR WIDENING OF EX. ASPHALT.
19, GC TO COORDINATE CULVERT REPLACEMENTS WITH ADJACENT PROPERTY OWNERS,
o i v I
1 I I 1 I 20. FOR LOCATIONS WHERE GRADING IS TO OCCUR AROUND UTILITY POLES AND GUY WIRES TO REMAIN, THE EXISTING ELEVATIONS SHOULD BE MATCHED
WHERE POSSIBLE. IF REPLACEMENT OR RELOCATION IS NECESSARY, GC TO COORDINATE WITH UTILITY PROVIDERS.
AR r n a
40 20 10 0 40
1 40'
GENERAL NOTE:
'HE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PRI
>COPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELA
PECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RED
ING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSI
TANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWING,'
FULL CONFORMANCE WITH LOCAt REGULATIONSAND CODES.
I 21. TELEPHONE, FIBER, UTILITY, ETC. ABOVE -GROUND BOXES, MANHOLES, ETC. ARE TO REMAIN WHEREVER POSSIBLE. IF LOCATED IN PROPOSED PAVEMENT,
MANHOLE FRAME AND COVER TO BE TRAFFIC -RATED. GC TO COORDINATE WITH UTILITY PROVIDERS.
I
22. EXISTING WATERLINE TO BE EXCAVATED FROM THE SHOULDER SIDE OF THE ROAD WITHOUT DISTURBING THE TRAVEL LANES.
23. ANY LANE CLOSURE MUST BE COMPLETED PER LATEST EDITION OF THE MUTCD. LANE CLOSURE SHOULD NOT BE IN PLACE BETWEEN THE HOURS OF
6AM-9AM AND 4PM-6PM.
I I I 24. THE EXISTING ACCESS ROAD MUST REMAIN OPEN TO TRAFFIC UNTIL THE SIGNALIZED ACCESS IS OPEN TO TRAVEL AND THE TRUCK TURN BEHIND THE
II BUILDING IS COMPLETE
25. GC TO REPLACE EXISTING PVC WATER MAIN WITH DIP WHERE PROPOSED STORM PIPE RUNS PARALLEL ALONG WEST CORBETT AVE. PROPOSED DIP
WATERMAIN TO EXTEND 10' BEYOND PROPOSED STORM PIPE.
DEMOLITION LEGEND
III I I
II
I I EX. STORM PIPE TO BE REMOVED AND FILLED WITH
NIF PLOWABLE FILL IN PLACE.
t'IWAL-MART REAL f STAX BUSINESS TRUST I {
9.8.4527 P,803 I I O PORTION OF EX. DITCH TO REMAIN.
LOT 1 I I ) EX. STORM STRUCTURE TOP TO BE REMOVED AND
MB.73 P,192 C
I I
NOTE:
CONTRACTOR TO PROTECT
WIRE/POLE DURING
CONSTRUCTION
Iz
EX. 60" MH
.- -!- INV IN 2603 (30
LOD- INV IN 2835 (18")
EX. 60" MH .:� � , INV OUT 25.93 (30�
EX. CURB INLET INV IN 26.33 (30 C RIM- 33.000
INV OUT 29.46 15" o INV IN 28.60 (157
RIM' 32 7400 INV OUT 26.23 (307 H''
RIM. 3309 -
H
i
I
EX t8 RCP
LOD
X
a i o
EX. 52.43 -
X 30" RCP
i ® 0.829'
o ! EX HW
X o INV IN 25.50 (30�
I t TOTAL LOD = 0.36 AC
0
REPLACED PER SHEET C-4.0
O SAWCUT OF EX.PAVEMENT.
OEX. FENCE TO BE REMOVED AND REBUILT IN NEW
LOCATION.
O REMOVE EX. FENCE.
EX. GRAVEL DRIVEWAY TO BE REMOVED.
O EX. UTILITY TO BE PROTECTED.
O EX. LIGHT POLE TO BE RELOCATED
0 EX. ASPHALT TO BE REMOVED.
OREMOVE EXISTING STRIPING BY GRINDING.
O EX.CURB AND GUTTER TO BE REMOVED.
O APPROXIMATE LIMITS OF EX. DRIVEWAY TO BE REMOVED.
O EX. SCHOOL ZONE FLASHER TO BE RELOCATED.
DEMOLITION/REMOVAL
]LEGEND
DEMOLITION/REMOVAL NOTE
TYPICAL NOTE TEXT
_-_.-------------_.
EASEMENT
LINE
CONCRETE CURB &
= s : =- i
GUTTER
0
UTILITY
POLE
TYPICAL
tZi)
LIGHT
ACORN
LIGHT
---�----
TYPICAL
SIGN
SPOT
TC 516.4 OR 516.4
ELEVATIONS
-------w------
OVERHEAD
WIRE
STORM
■■■■■■■■■■■■■■■■■■■
SEWER
HYDRANT
res
ins
SANITARY
1
MANHOLE
��}
STORM
MANHOLE
WATER
0
METER
wv
WATER
m
VALVE
rl
ELECTRIC
OUTLET
LIMIT OF
- LOD . ,, � - L O
DISTURBANCE
CUT PATCH AREA
(I8R)
TO BE REMOVED
(TBRL)
TO BE RELOCATED
REVISIONS
BYr
NCDOT REVISIONS
1
4/2/19
RJB
NCDOT REVISIONS
2
5/21/19
RJB
TRC REVISIONS
3
6/7/19
RJB
TRC REVISIONS
4
6/19/19
RJB
BID SUBMISSION
5
6/21/19
RJB
6
SWPPP SUBMISSION
RJB
6/26/19
APPROVED FOR
CONSTRUCTION
o '
THE STATE OF NORTH CAROLINA REQUIRES NOTIFICATION
BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING
TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE
STATE.
CALL - 811
BOHLER
ENGINEERING
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
www.BohlerEngineering.com
010
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w-4 043610 ;
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0
DRAWN
BAB
CHECKED
MAT
DATE
4/2/19
SCALE
1 "=30'
JOB No.
NCC138078
SHEET
0
H:@013WCC1380781DRAWINGS\PLAN SETSIPLAN SET (DRIVEWAY EXTENSION)WCC138078S86.DWG PRINTED 8Y: RBRELAND 7.08.19 @ 9:52 AM LAST SAVED BY: RBRELAND

ml
100' RIW
35 MPH SPEED LIMIT (ADT: 27,000)
50' DECELERATION
R" L
100' TAPER
159 STORAGE
mmV
yA a
STOPa .
j
d A
A
nz-D
SITE LEGEND (NOT ALL USED THIS SHEET
APPROXIMATE LOCATION OF SCHOOL FLASHER TO BE BE COORDINATED BY GC.
d
PROVIDE NEW SHOULDER MOUNTED ASSEMBLY
SITE NOTES
�B
PROP. 2' WIDE MONOLITHIC CONCRETE MEDIAN WITH 0.5' OFFSET TO SHY STRIPS.
C�
18" CONCRETE CURB AND GUTTER TYPICAL. SEE DETAIL SHEET. (NOT TO BE USED IN ROW)
1.
ALL WORK AND MATERIALS SHALL COMPLY WITH ALL TOWN/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS.
OD
ARROW PAVEMENT MARKINGS TYPICAL. SEE PLAN FOR TYPE, SEE DETAIL SHEET.
2.
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.
OE
"STOP" SIGN. SEE DETAIL SHEET.
3:
ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS
OF
STOP BAR(SSWL/12"). SEE DETAIL SHEET.
ESTABLISHED.
G
SSWU8" SINGLE SOLID WHITE LINE / 8" WIDE. CHEVRON/ GORE LINES PER NCDOT 1205.09.
4.
ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
H
PROP. RIGHT TURN LANE.
5.
CURB AND GUTTER IS PROPOSED FOR ALL LOCATIONS OTHER THAN TO ALLOW SHEET FLOW INTO WET PONDS ON SITE.
6.
EX. STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL
O
PROP. LEFT TURN LANE.
BE INCLUDED IN BASE BID.
O
PROP. CURB TRANSITION.
7.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED
TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE
K
O
30" CURB AND GUTTER. SEE DETAIL SHEET)
WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL
COST SHALL BE INCLUDED IN BASE BID.
O
CONTRACTOR SHALL CONFIRM EX. PAVEMENT MARKING
LOCATION.
8.
SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY A LAND SURVEYOR.
O
PROP. SIGNAL EQUIPMENT BY OTHERS
9.
THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE SPECIFIC SPECIFICATIONS".
N
O
PROP. MONUMENT SIGN UNDER SEPARATE PERMIT. SEE DETAIL
10.
SIGNS SHALL BE CONSTRUCTED BY OTHERS. PER TOWN OF SWANSBORO ORDINANCE(SEC. 16-13, PYLON SIGN ALONG W. CORBETT
SHEET. (ELECTRIC SERVICE TO BE COORDINATED BY G.C.)
AVENUE CAN BE NO LARGER THAN 64 SF AND 20' TALL. (SEE ARCH. PLANS)
O
PROP. THROUGH/RIGHT TURN LANE
11.
REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTING ELECTRICAL PLAN.
OP
PROP. THROUGH LANE
12.
ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN
�Q
PROP. FLUSH CURB WITH PAVEMENT.
PROJECT DOCUMENTS.
�
SBWU4" MINI -SKIP WHITE LINE / 4" WIDE.
13.
VARIOUS TRAFFIC CONTROL DEVICES HAVE BEEN PROVIDED IN THIS PLAN. REFER TO DETAILS FOR ADDITIONAL INFORMATION.
SO
SSWU4" SINGLE SOLID WHITE LINE / 4" WIDE.
14.
SEE DETAIL SHEETS FOR CONCRETE AND ISOLATION JOINTING DETAILS.
15.
THE EXISTING ACCESS ROAD MUST REMAIN OPEN TO TRAFFIC UNTIL THE SIGNALLED ACCESS IS OPEN TO TRAVEL AND THE TRUCK
O
DSYU4" DOUBLE SOLID YELLOW LINE / 4" WIDE.
TURN BEHIND THE BUILDING IS COMPLETE
PROP SIDEWALK TO CONNECT TO FUTURE
16.
CONTRACTOR TO NOTIFY OWNER OF PROPERTY PRIOR TO REMOVAL OF SCHOOL SIGNAL EQUIPMENT
SIDEWALK IN RIGHT-OF-WAY
17.
SIDEWALKS SHALL BE CONSTRUCTED BY THE DEVELOPER WHEN THE ADJACENT LOTS AREA DEVELOPED AND PROVIDED ON ALL
Q
PROP. POLY VINYL CHAIN LINK FENCE TO BE GREEN
OR BLACK PER WALMART. SEE DETAIL SHEET
FRONTAGES.
RELOCATED LIGHT POLE
18.
COORDINATE FINAL LOCATION OF INSTALLATION OF SHOULDER MOUNTED SCHOOL FLASHER WITH NCDOT, ROSS KIMBRO, 910-341-2200.
SHOULDER MOUNTED SCHOOL FLASHER SHALL BE BEHIND SIDEWALK, AND WITHIN ROW UNLESS NCDOT OBTAINS AN EASEMENT FOR
Q
PROP. EDGE OF PAVEMENT
AN ALTERNATE LOCATION PRIOR TO CONSTRUCTION.
O
EX. STRIPING AND ISLAND TO REMAIN
APPROXIMATE LOCATION OF SHOULDER MOUNTED SCHOOL
FLASHER. SEE NOTE 18.
PROP. THROUGH/RIGHT/LEFT TURN LANE.
BB PROP. LIGHT POLE
V
a A 1
Ev I M, 16)
4' STANDARD
a A A CONCRETE
a•' a A as a
HATCH LEGEND
d• ',fie.
HEAVY DUTY
CONCRETE
,a
� r
y ja
re,
NCDOT
r
/ f / r PAVEMENT
of rr fe-" e MILL AND
// �, e f �, e/ I OVERLAY
�iri�
PAINTING STRIPING LEGEND
y 41
GRAVEL AND
VEGETATIVE
STRIP
y y
SSWU4" - SINGLE SOLID WHITE LINE / 4 WIDE 30 15 7.5 0 30
SSYU4" - SINGLE SOLID YELLOW LINE / 4" WIDE
DSYU4" - DOUBLE SOLID YELLOW LINE / 4" WIDE EACH
SBWU4" - SINGLE BROKEN WHITE LINE / 4" WIDE 1 "= 30'
SSWU24" - SINGLE SOLID WHITE LINE / 24" WIDE
REVISIONS
BY
NCDOT REVISIONS
1
4/2/19
RJB
NCDOT REVISIONS
2
5/21/19
RJB
TRC REVISIONS
3
6/7/19
RJB
TRC REVISIONS
4
6/19/19
RJB
BID SUBMISSION
5
6/21 /19
RJB
SWPPP SUBMISSION
6
6/26/19
RJB
APPROVED FOR
CONSTRUCTION
THE STATE OF NORTH CAROLINA REQUIRES NOTIFICATION
BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING
TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE
STATE.
CALL - 811
BOHLER
E N GIN E E R IN G
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
www.BohlerEngineering.com
4` 11 i l 1 +t 1 `'
w L, =
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C44z
t
F�1
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F�
DRAWN
BAB
CHECKED
MAT
DATE
4/2/19
SCALE
1''=30'
JOB No.
NCC138078
SHEET
O 0
H:12013\NCC138078\DRAWINGS\PLAN SETS\PLAN SET (DRIVEWAY EXTENSION)WCC138078SKDWG PRINTED BY: RBRELAND 7.08.19 @ 9:52 AM LA81 sAVtu bY: Kt5Kt:LANU

REVISIONS
BY
NCDOT REVISIONS
1
4/2/19
RJB
NCDOT REVISIONS
2
5/21/19
RJB
3
TRC REVISIONS
RJB
6/7/19
4
TRC REVISIONS
RJB
6/19/19
BID SUBMISSION
5
6/21/19
RJB
SWPPP SUBMISSION
RJB
6
APPROVED FOR
CONSTRUCTION
0
THE STATE OF NORTH CAROLINA REQUIRES NOTIFICATION
BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING
TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE
STATE.
CALL - 811
BOH LER
qGINEERING
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
www.BohlerEngineerin
L m W:
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DRAWN
BAB
CHECKED
MAT
DATE
4/2/19
SCALE
1 11=30'
JOB No.
NCC138078
SHEET
Crmmq 3103
1-1,12011=1380780RAWINGSIPLAN SETSiR-AN SET (DRIVEWAY EXTENSION)\NCC138078SS0.DWG PRINTED BY: RBRELAND 7.08.19 @ 9:52 AM LAST SAVED BY. RBRELAND

r
VEHICLE SIGNAL HEAD,
UIRED BY PLANS
S REQUIRED)
MOUNTED BRACKET W/CENTERPOST
/2" SLIP FITTER (TO
IMBER OF SIGNAL FACES)
OER BASE, IF REQUIRED
METAL CAP
-41/2" OD SCHEDULE 120 STEEL PIPE
o PAVEMENT co
SURFACE
tr r rr 1/8tt RA fl. Srt Btt � tt RAD. 2" AD PAVEMENT 1/8t' RAp. trC
Z� 1/2 RAD. 6 2 -O i %g11 RAD. 1/4" RAD. SURFACE 3 zcr=C
(:.. rt A LL ,.,.I O H
Q O cn = _ 3 RAD._ %8" RAD. o � � � • • O oo cn = � 1.5" ASPHALT SURFACE COURSE (S-9.5B)
1-WAY VEHICLE SIGNAL HEAD, w cc Q U„ tD �' a _ : c' O 4CO y :q , U.I d ` LL,
AS REQUIRED BY PLANS k- U O , tV p D • rr rr 1— 0 CC O
(AIM AS REQUIRED) H I- Z ;- •o• ; ° .' ;a•; �° II�, `°' ,� T- �,. p ''a• h CV a;a• N 13/ " RAD. j �_.. F- ` 2.5" ASPHALT INITIAL COURSE (I-19.OB) CONCRETE PAVEMENT SECTION
4 w c�
�0 crr -611 13�" RAD. 1'-6"� �
Z F -T
POST -TOP 4-1/2" SLIP FITTER 1�•1 t.. " 1 t-8" CURB AND GUTTER 8'r 9" CL 6" COMPACTED STONE BASE AVEMENT SURFACE
Iy a 2 fi CURB AND GUTTER
p 8" X 12" OR 18" 91' X 1211 OR 18 f r UJ
Q
TACK COAT (SEE PAVEMENT DETAIL)
4r _ ar PROPOSED CONCRETE CURB CONCRETE CURB (APPLIED LO A RATE
O O
OF 0.2 GALLONS/S.Y.)
x 2r-Otr 2t��tt EDGE OF o
PAVEMENT 2r1 RAD. 21-01'
C'S 8" 2t-$" MIN. 1`-O" 1'-O" �.;:':: 's.:•` �'.^ �i "•.r.a`.:' :.,4:...rx
0 1/8 RADIUS 11/ It in - - - - - _: }< . .°
y
^I I ICI I I=111`I 11=1 � I ICI I M I I� 11=11 I-1 l I-111-1 I I_I I �! 11=11 I_111=1 11=
_ Y : ae s A
I- 12 tr o .. �'' --- �.---- .---r- e 44 a �1 III ;III- I I El I I=;1L1= 1, ,l : w .,
pC v• a°~ ti o: A Q e.. 0 4 tr .- a•, 0. ,'�" n tt q..:b?';• C tti I� ��� i1 Itr
7 o
O o v g p '� o 0 Err ;v• v, :a 7 c. .6..MN �,r
LL 1 rr ;z,. �'';' xr. LL W COMPACTED SUBGRADE
$rr 0r 1- (PER SITEWORK SPECIFICATIONS)
z -� SSWAY G T R z W
EXPRE U TB_._. SHOULDER BERM GUTTER
�LLI B+r X 6" MEDIAN CURB VALLEY GUTTER Qcc: i� NOTE
TRANSFORMER BASE, IF REQUIRED ®� G' +� � 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 11 PER GEOTECHNICAL REPORT
W w SECTION VIEW OF CURBS OR CURBS AND GUTTERS pEt
©p a PREPARED BY S&ME, INC, ENTITLED INITIAL GEOTECHNICAL EXPLORATION REPORT;
HANDHOLE ° ccIY = WALMART SUPERCENTER #86290 SWANSBORO, NC, DATED 4/18/13 (PROJECT
„
8 j co FILL 3/8 X 1 DEEP p !.� L7<,1 #1051-13-378G). REFER TO SPECIFICATIONS MANUAL FOR COMPACTION
uj GENERAL NOTES: ..GROOVED OR SAWN cc
Z J z -PLACE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT THAT JOINT WITH JOINT z uj cc REQUIREMENTS.
H" m A 15` SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN
fn w SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINEfl SEALER 1 tt JOINT SEALERuj
>" to WITHOUT THE USE OF TEMPLATES AT 10 INTERVALS. 1 „ /8 RAD. GUTTER ?- cc 0
Q
-JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. . 18 RAD. PAVEMENT SURFACE u
-CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF SURFACE C� Z 'Q �+ �+
TEMPLATES OR FORMED BY OTHER APPROVED METHODS. ":n :p ; . 9 ° ': o HEAVY DUTY ASPHALT PAVEMENT SECTION CONCRETE -TO -ASPHALT O-ASPHALT DETAIL
u
NOTE U CONSTRUCT NON -TEMPLATE FORMED JOINTS A MIN. OF 1%2" DEEP. a' r oC
1.., „ rt o; o; o• .p. _p,. NOT TO SCALE NOT TO SCALE
1 . IF PUSHBUTTONS ARE INSTALLED, CONNECT PUSHBUTTON TO CONTROLLER -FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8 X6 MEDIAN CURB, PROPOSED a q a �' v v ',
w WITH JOINT FILLER AND SEALER.
CABINET USING LEAD-IN CABLE. BOND PUSHBUTTON HOUSING TO y., r CURB & GUTTER PROP. rr
CABINET GROUND USING CABLE GROUND, -SPACE EXPANSION .JOINTS- AT 90 INTERVALS AND ADJACENT TO PAVEMENT �� � JOINT FILLER
ALL RIGID OBJECTS. JOINT 2. BOND PEDESTAL ASSEMBLY TO CABINET GROUND WITH #14 AWG LONGITUDINAL JOINTTRANSVERSE EXPANSION JOINT
TYPE THWN. IN CURB AND GUTTER
3. REFER TO ROADWAY STANDARD DRAWING 1743 FOR PEDESTAL SHEET 6 OF 6 1 SECTION VIEW OF JOINTS SHEET 1 OF'3 TRUNCATED DOME PATTERN
INFORMATION, ,+� +�
1 105 - V 846.01
i EDGE OF CURB
cn
NOTES: • 7
1. CONSTRUCT PEDESTALS ON FHWA APPROVED BREAKAWAY BASES OR ANCHORS. O W20.7a CENTER zLANE II6_4 = V •d .e� o t 4 :
2. CONSTRUCT PEDESTAL FOUNDATIONS IN ACCORDANCE WITH STANDARD DRAWING 1743.04. H O 0 . 46" X Ott" $ cwsm LL J tCi.I { ® a • a d' ° -4ILL e n e
3. HEAVY DUTY PEDESTALS ARE DESIGNED FOR USE IN ALL WIND ZONE REGIONS. !1 _ AHEAD 00 ( _ A 4 a' v d
PEDESTAL BASE REACTIONS USING 41/2" OD SCHEDULE 120 GALVANIZED STEEL PIPE ARE: 0 (n WS-3 = LJ � •4 .0 ' a °• e ® G
AXIAL LOAD: 600 LBS LLJ Q Q LL• JR4"2X 24" 48" X 46° (_ Q d 0 � < � 4 a
1- U O '•SLOPE• • SL®PdE
SHEAR LOAD: 1,500 LBS V cr O (g 260'= 10:1 TAPER Q sO-� FULL HEIGHT CURB _' CURB TAPER „ e , a e
MOMENT LOAD: 14,500 FT-LBS E,- I- t94" X 24" LLI G 3-2 Q F-- 1 RADIUS
H25' 20' CONE }-- _ 12:1 MAX: d , 12:1 MAX.
4. BASE REACTIONS ARE BASED ON A DESIGN LOADING FOR 2 - 12" SIGNALS (n 1-. U O J MAX. SPACING 1-- ILL © -' 00000000 000000000 a d
AND A 48 X 48" SIGN, DO NOT EXCEED DESIGN LOADING WITHOUT APPROVAL. (� O H 4� O O 2
S. ALL ELECTRICAL CONDUCTORS INSIDE OF BREAKAWAY SUPPORTS SHOULD SHEAR OR OZ = 3 " a 00000000 000000000 ea d
00000000 000000000 as
BECOME DISCONNECTED AS CLOSE TO THE FOUNDATION BASE AS POSSIBLE DURING H A. a e 00000000 000000000 a '
A KNOCKDOWN. REFER TO ELECTRICAL CONDUCTOR SHEAR DEVICE DETAIL. I- 1-4�
H
IF ALTERNATIVES ARE AVAILABLE THEY CAN BE USED PER APPROVAL OF THE d L}J O
ENGINEER. e © �« # aLLI6. DO NOT USE BREAKAWAY ANCHOR BOLTS WITH THIS TYPE OF PEDESTAL.
% WELD 4142" OD PIPE TO CENTER
I OF 1" X 11" X II" STEEL PLATE
PLAN VIEW O
I U-
�t f z N
` 17" H i"
\ ELEVATION VIEW] Q W
cl
cr
HEAVY DUTY TRANSFORMER BASE TOP OF TRANSFORMER BASE W
PROJECTION: SEE 1743.04 Z
TOP OF FOUNDATION ' Q W t�
TOP OF SIDEWALK
FINISHED GARDE �
40 -a 4D a >
44 44 O D D D 4 D4
,44 44 D4 4 P A II w FOR ANCHOR BOLT DETAILS BOTTOM OF Q
SEE STANDARD DRAWING 1743.04 TRANSFORMER BASE
�I# 0
I ELECTRICAL CONDUCTOR
SHEAR DEVICE DETAIL
SEE NOTE #5
TRANSFORMER BASE
BOTTOM OF TRANSFORMER BASE
SHEET 1 OF 1
- 1743. W
z
#4 STIRRUP NO I ES : 1-4 o cj)
SOIL WHEREVER
1-- >-
/'•'� .ANCHOR BOLT (TYP} PREMOLDED JOI
1. CAST FOUNDATION AGAINST UNDISTURBED
ExeartsaoN JOINT FILLER CONDITIONS PERMIT. IN UNSTABLE SOIL, CAST -IN -PLACE Q p � .
3" CLEAR (TYP) N R IDEWALK TUBE FORMS ARE ALLOWED WITH APPROVAL. Z =
INISHED GRADE - -H O C3 ...
A SECTION 825 COMPLY WITH APPLICABLE PROVISIONS OF SEC IO
A 2, Co LI I ILL H
Z
o tz.
FOR CONCRETE CONSTRUCTION. O O Z
I l
vi
l 3: USE CLASS "A" CONCRETE THAT MEETS THE REQUIREMENTS OF cc w <C Z D-
\� SECTION 1000 WITH A COMPRESSION STRENGTH AT 28 DAYS 1- V = O C3
BOLT CIRCLE PEDESTAL FOUNDATION DETAILS FOR SIDEWALK OF F'C= 3000 PSI (MIN.) . Q ~
H
4, USE ASTM GRADE 60 DEFORMED BARS FOR ALL REINFORCING H = Z LL!
cn (`
#8 VERTICAL STEEL. LL O J
REINFORCING (V BARS) CONDUIT AS REQUIRED 5. GRADE IS ASSUMED TO BE (8H:IV) OR FLATTER. FOUNDATION O O Cn �
@ EQUAL SPACING Z H
SIZE AND DEPTHS. ARE BASED ON THE FOLLOWING SOIL DESIGN
PEDESTAL FOUNDATION - PLAN VIEW PARAMETERS: a-
�
A. SANDY TYPE SOIL W [�
BREAKAWAY ANCHOR MEMBER (TYP) B. NO GROUND WATER WITHIN 5'-0" OF SURFACE ELEVATION
X (SEE NOTE 8) X C. WIND SPEED NOT TO EXCEED 140 MPH
� - IF ACTUAL CONDITIONS VARY SUBSTANTIALLY FROM THOSE
ANCHOR DOLT (TYP) a ASSUMED, THE -FOUNDATION DEPTH MAY BE ADJUSTED. IN THIS -
1 HEAVY HEX NUT (TYP) 1" CHAMFER 1" CHAMFER CASE, CONTACT THE ENGINEER.
1 FLAT WASHER TOP - 6. MAINTAIN AT LEAST 3" COVER ON ALL REINFORCEMENT.
a^ ,t"P, ' (TVP, 7. ORIENT CONDUIT AS REQUIRED BY THE DESIGN OR AS
DICTATED BY FIELD CONDITIONS.
��.-.--.-�!�[• I9 a 4 0 8. USE ADHESIVE ANCHOR FOR THREADED COUPLING INSERT.
FOR TYPE I MINIMUM DEPTH NECESSARY IS 0'-41t" AND FOR
TYPE II MINIMUM DEPTH NECESSARY IS 0'-6h". FOLLOW =
- MANUFACTURER'S INSTALLATION INSTRUCTIONS. O
.. _____ �-• LL
MIN DIA. CONDUIT FOR GROUNDING
2 HEAVY HEX NUTS I �, U. REFER TO PEDESTAL FOUNDATION CHART Z
WITH FLAT WASHER
(TYP)
o � o
DIA. X 10' COPPER CLAD
0jSTEEL GROUNDING ELECTRODE
WITH EXOTHERMIC WELDING
CONNECTIONH-H
H-HQ z
*-- 0 3"(•TYP}
m 11 Q
H-HDIAMETER "A" -°P Q w
..... ..,�.-. �..� TYPES I & I I ONLY 1 -O„ �� '�„� CONDUIT AS REQUIRED. < W 0
j (STUB AND CAP
3'( 2�� I I UNUSED CONDUIT) (� LL u-
DIAMETER "a:; SECTION A -A O~h � 10" LAP
TYPES I, II & III
SECTION A -A GRQUNDING & CONDUIT DETAIL Q
CLOSED HOOPS O
C1C
PEDESTAL FOUNDATION TYPE AND SIZE
TYPE
PEDESTAL DESCRIPTION
SIZE
ANCHOR
i
BOLT
INSTALL
GROUNDING
SYSTEM
(YES/NO).
DIAMETER
"A„
FT
DEPTH
"B"
FT
CONCRETE
VOLUME
CY
DIAMETER
(MIN.)
IN
LENGTH
FT -IN
I
PEDESTRIAN PUSHBUTTON
2'.0"
3'-6"
.41
%
1'-6"
NO
II
NORMAL -DUTY
-0"
21
5'-O"
.58
�
2'-0"
YES
III
HEAVY-DUTY
2'-6"
7'-0"
1.27
1 1
4'-0"
YES
GENERAL NOTE:
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
REINFORCING
STEEL SCHEDULE
V-BAR
STIRRUP
TYPE
SIZE
#
OTY
LENGTH
WEIGHT
LBS
SIZE
#
QUANTITY
VERTICAL SPACING
TOTAL
LENGTH
DIAMETER
,r C
OVERLAP
MIN.
WEIGHT
LBS
TOTAL
STEEL
WEIGHT
LBS
ON 6"
CENTERS
ON 12"
CENTERS
I
8
6
W-O"
1 56
4
0
1 d
1 4
5'-7"
V-6"
0'-10"
15
71
II
8
6
4'-6"
86
4
5
3
8
5'-7"
V-6"
W-10"
30
116
III
1 8
1 6
6'-6"
1 122
1 4
1 7
1 4
1 11
7'-2"
1 2'-0-
1 W-10"
53
1 175
1743.
.�•
♦ ♦
♦ ♦ a' I mill,I 18'
.�►
iw ♦
AE��
• .
�►
b
Ea
10:1 TAPER
- -
-
DOWN
STREAM
20' CONE
R3 2
TAPER
SPACING
24" X 24"
1G0'
®
{�AYI
APPROACH
SHIFT 7RPER
BUFFER
50'
SHFT ITAPER
TRAPRC
%L SPACE MIN. b2 L
SHIFT
AHEAD
W331-1
W24-1
L OR W24-1 R
48" X 48" 48"
X 48"
GENERAL NOTES
1-
REFER TO RSD. 1101.11, SHEETS 1 & 4, FOR "L" DISTANCE AND SIGN SPACING.
2-
INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW BEGINNING WITH DEVICES ON THE UPSTREAM
FLOW, BEGINNING WITH DEVICES
SIDE OF TRAFFIC. REMOVE LANE CLOSURES AGAINST THE TRAFFIC
ON THE DOWNSTREAM SIDE OF TRAFFIC.
3-
PLACE CONES ADJACENT TO THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES
THE POSTED SPEED LIMIT. PLACE CONES SEPARATING OPPOSING TRAFFIC AT THE MAXIMUM SPACING
OF 25 FEET,
4
SHEET 2).PROVIDED
TOTTHE BEGINNINGUOFSTHE APPROACHESHIFTCTAPERH(REFERSTOPRSD. 1101.11,
5-
TMAs ARE REQUIRED WHEN ADEQUATE BUFFER SPACE CANNOT BE ATTAINED. POSITION TMAS TO
MAINTAIN A ROLL -AHEAD DISTANCE AS RECOMMENDED BY THE MANUFACTURER.
6
SROR SKINNYTDRUMS MAY BE USED IN LIEU OF CONES. REFER TO RSD. 1180.01 FOR SKINNY
DRUMS
7-
DO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP OR AS
DIRECTED BY THE ENGINEER.
8-
USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE.
SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS (W20-7a)
PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FLAGGER. FOR SIGNALIZED
INTERSECTIONS, PLACE SIGNALS IN THE FLASH MODE AND USE LAW ENFORCEMENT.
.i Ir
LU PAVEMENT SURFACE
cc
O LLI t••-
u- }
ZCog
W 1
I., X 24" (V cp
UJ 1-4
0 H U
a Z 3: UJ
Z
CURB TAPER DETAIL
H >. Q NOT TO SCALE
co 0
_ }-
<0>-
Q re 3!
1111 cv PAVEMENT DIMENSIONS ON PLAN VIEW
REFER TO FACE OF CURB
w
1 "
LEGEND J 1�
s-" FLAGGER cm
5'-0"
j�� MIN.
A V OT n�•V O-
ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA
ACCESSIBLE GUIDELINES.
AAA ACCESSIBLE RAMP DETAII,
NOT TO SCALE
PAVEMENT DIMENSIONS ON PLAN
VIEW REFER TO FACE OF CURB
1'-0"
1"
♦ CONE 6" 1" 6"
a PORTABLE SIGN SHEET 2 OF 14
+ DIRECTION OF TRAFFIC FLOW 1 1 0 a * 02
I
.. .•
-1/2"R :. , .°'' 1-1/2„R
Ld
:•'': u, `~,;:.;:;:'.:'.• SEE NOTE 5
*; SEE NOTE 5 ' °. w'3 •' ♦ `A' '
A
..'1•.' 'r
♦.'..i ! :y:� .+� a'
.'J� .d '4A ,,5• ,e,�. ,,e•.
.;°.eo'`p4 .•i,.
p°t A
.1 Y' w
Y . •j.
Yeti* •'•
4 ;•.1 •.,•aSa ''..1• ¢ � i a°' Y4f'. `..4 .7.' 'e.. ••'ia .A: •f.
.••. '..J •.
ci
SPILL CUR B3 & CLUTTER CO LECT0R C RB & C'UTTEIER
NOTES:
1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS.
2. CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB.
3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT.
4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-0" O.C. TOOLED 1/4" (t1/16") WIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, AND ALL P.C.'S'
5. GUTTER PAN SLOPE TO BE ADJUSTED TO MATCH SLOPE OF ADJACENT PAVEMENT.
CONCRETE CURB & GUTTER DETAIL
NOT TO SCALE
CHAIN LINK FENCE DETAIL
NOT TO SCALE
REVISIONS
*)
BY
1
NCDOT REVISIONS
RJB
4/2/19
NCDOT REVISIONS
2
5/21/19
RJB
3
TRC REVISIONS
RJB
6/7119
4
TRC REVISIONS
RJB
6/19/19
5
BID SUBMISSION
RJB
6/21 /19
6
SWPPP SUBMISSION
RJB
6/26/19
APPROVED FOR
CONSTRUCTION
O ,
i •
THE STATE OF NORTH CAROLINA REQUIRES NOTIFICATION
BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING
TO DISTURB THE EARTHS SURFACE ANYWHERE IN THE
STATE.
CALL - 811
BOHLER
E N G I N E E R IN G
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
www.BohlerEngineering.com
w'
AL rn T
043610 C7 `
L
I�
CID,
A
r l
DRAWN
BAB
CHECKED
MAT
DATE
4/2/19
SCALE
AS NOTED
JOB No.
NCC138078
SHEET
H:12013WC01380781DRAWINGSIPLAN SETSTLAN SET (DRIVEWAY EXTENSION)1NCC138078SDO.DWG PRINTED BY: RBRELAND 7.08.19 @ 9:53 AM LAST SAVED BY: RBRELAND

\
I `
1 `
CD
w
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co
CORBETTE AVENUE(NC HW Y 24)N-1
�o
! I goo' Rau
Ol roP-2647 -'' � p
(� L--
0
��35 MPH SPEED LIMtT (ADT: 27,000)
NO NO Ho ,� --__-_4Z___
_ kX�-------1 f1'7-M = �y1-_-_ r--i- / - - - - 1 dY dl/ dY dt� - W -
- _ - - - - - - G'B
-------- -------------
__ _ TOP=3O.50i I
CB LI - _ _
_ lN!/ 24.61 I I
TOP-31.21 -_ o z>
000`oo - l/ V Y _ 2� U I I _ �\ p "'�^-----------3 -- ----.- -- t
\�
t I I I
TC 31.8+l- EX. CB TO BE CONVERTED TO STORM 0 I t G 30.8+1- ^ - EX. MH TO BE CONVERTED STORM MH
19 �® MATCH EX. TRAFFIC RATED MH FRAMEICOVER � - - TO CURB INLET AND ADJUSTED t t rOP=30.30
02 AND ADJUSTED TO GRADE MH I I STM MATCH EX. - - "�-- STM " STM TO GRADE _ I I INV=2611
- TO_ 0.86_ XM --
TC 32.01 TC 31.73 T� TC 3L2fl A8 I I
/ 18 R P TC 30.85 XMH �2-PTO R 0�' NCSR CB
o 1511
C20.. 1 : _1 _ I.QtL _. _ • _ _ .I,QGI .._ . _. ..I.Q . _ _!. ._ _ . L r9P=30.9
®- -. - - - - - -®-- - .- - _. - - '- ' _ _ SEE NOTE 3 TC 30.79 -- -- ' ��- - - - - INV-26.55 - - - - - - _ - - - _
--- �- - - �- �- - - - - _ - -� _ _ �- - - - ---� - 6Y - 6Y W fN W W -.,.10, - W
I _ _ TC 31.65- TC;31.22- �0 7-_____ - = 18" RCP SEE NOTE 4
- -- -
\ _� ` -_ _ �� ff F e�> -�-- -Fibf Fed$ �--� FM Ftil
_ _
H0 HD _ -_" NO----��d0 HO HO HO NO HD HO HO Al 0 0 HO H HO HO ` 0-- NO -', -'
N'o HO H0 t TC 30.5+1-
N ' ( t 3� MATCH EX.
TM; EX. DI TO BE CONVERTED EX. DI TO BE CONVERTED 01SAIRBED R /�.� a<,��`- GOl,�-4
`+ TO CURB INLET AND ADJUSTED TO CURB INLET ADJUSTED ® ` \0 EX. CB TO BE CONVERTED I I
T DE MONUMENT 0.73 Of�LINE `\ \ / �, \ ` _ _ TO MH AND AJUSTED '
TO GRADE 0 GRA , TC 32.05
- TO GRADE I
TC 32.33 � I t t ►`
`. TC 32.6513p I i fit t I
t t I C7 I I
1> >
IN
, 33'' ! I
' ` TC 32.88 `\ I ' `',\ , '
1 �.s' `♦♦ f 33 \ 1fi � I r`1 I ,., \ !a%hah i � 't ( I
TC34.11
AU51632.523 I
I _, 1I I t►, ', I r G D E 2556049.718 I
3 NUDE' 4°42'06.93 "
� � I � \\ \ 1 tt
' I I { I t I I I I ,\ a
NIf ` tI%T'08 59 22 I I
8EIVCHMARK IEVELOPMEiT CORP
2139 P. 747 i TC 35.22 IN_ -\-7
i
I ' / N P TC 35.33 I l r I t
Tract 2B I , 35 / 0 1 1
BENCHMARK Dfr
56 P.194 -
1 I -- YEL0AMENT CORP. 0
� t� I; I I I i - HP - TC 35.93 ' ' i i1 ' /'
08.2139. P. 747 _� HP - G 5.89 �1
t Tr�dt_2-------------- o
M B. 72 P. 43 f t
t-
1.15Ac. E >z
Q 0cn
O z
LU WLU
, ` y 1 1 !
PROP. LOT LINE M TC 35.70 w TC 35.60 I I I I
a ,` I t i, I II r I
0
PROP. 18" RCP TO BE CAPED O i i i I fill t
\
PROP. FLAT AND FLAGGED AT BOTH ENDS
TIGHT C (NO DESIGN FOR CAPACITY) TC 35.35
TC 35,16 `
I 1 • I !
I I I I,
f (SEE DETAIL SHEET C-5.1) ' - �''
` s' .r Ir
`INV 28.16 o
1 STM-LO M •• ; I I ' ! + �i
A6 to ``♦' t I I I t' II
18" RCP STM ,'' !! STM STM
ONSITE TEMPORARY DITCH ► I I V OUVIN 27.601 A7 /' I A3 A5 II r
FUTURE 1$" RCP � I I MHN ROP. LOT LINE . t r' t11� SAN `
BY OTHERS TC ! 34.73 i
- INV OUT 27.45 I TC 35.34 5--- --
18 nRCP I !/'' TC 34.59 - --S ; f , 1 t \ S S S
----------------- , �r ,/ ' f i TC 32.81 r % COp
----------------
I I G 34.64 PROP. CULVERT TC 32.78
I ! PROP. 20 SANITARY
A� r n n
GENERAL NOTES
1. ALL CROSS SLOPES ALONG DRIVEWAY EXTENSION ARE TO BE 2% MAX.
2. THE EXISTING ACCESS ROAD MUST REMAIN OPEN TO TRAFFIC UNTIL THE SIGNALIZED ACCESS IS OPEN TO TRAVEL
AND THE TRUCK TURN BEHIND THE BUILDING IS COMPLETE
3. GC TO TEST PIT AND PROVIDE TOP, SIZE, AND BOTTOM OF WATERLINE TO ENGINEER PRIOR TO CONSTRUCTION. GC
TO BUDGET FOR VERTICAL RELOCATION OF WATERLINE WITH RESTRAINED JOINTS/450 BENDS AND PROVIDE 2'
CLEARANCE TO NEW STORMWATER PIPE.
4. GC TO REPLACE EXISTING PVC WATER MAIN WITH DIP WHERE PROPOSED STORM PIPE RUNS PARALLEL ALONG
WEST CORBETT AVE. PROPOSED DIP WATERMAN TO EXTEND 10' BEYOND PROPOSED STORM PIPE.
5. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING
UTILITIES. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY.
6. 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 UTILITY COMPANIES, AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACTOR 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 WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS
SHOWN ON THE PLANS.
7. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
8. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION.
9. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: CLASS III RCP (ASTM C76) WITH RUBBER O-RING
GASKETS TO FORM WATER -TIGHT CONNECTIONS,
10. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.
11. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1'.
12. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT V INTERVALS.
13. 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.
14. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS
- - - WATERTIGHT.
15. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC
BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE
LABELED "STORM SEWER".
16. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE
GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND
I I EASEMENT G 34.58 THE SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION.
G 32.3+/- -
TC 35.07 TC 34.86 '\` TC 34.5f} � r ' '' 1 I �y '� MATCH EX. � t 17. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND
` M r' r y 1 CONTINUOUS GRADE.
I I ��, TC 33.31 i i = - 18. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS.
I I Op TC 34.52 \ START OF 1 r t r, t I 1 G 322+1-- --
t ►tr ' °� t -T�--- -
!
t f TC 33.45 � � tt
STM , O
l, /�\\ \ � r t STM i
,` r jr / / t t 'fit \ `� I ( , , , -----------7, '��`�`` _ ' r ' ; ; A4
f pi ,J i i LO -+_ I'll i i !I I' I "�`.'"`� ° t i i i I i �0�
1 , t , \ 1 _ EX 15 a , „ t �, t ��F
, r / TC 32.7+1- \ Rf;P i,'t I---' _. EX. 60" 1�1H' =•= _z '-' I I `\ �% r r , / y
SAL -MART REAL ESTATE BU51NESS TRUST
MATCH EX. \ `OQ ° s _ 1= ----- _ . ' /NV IN 2603 30% ; \ ' ``
1r1------t I ( \ Till,► t 1 t . TC32.39LOD <r , 8 4527 P®3
LOD � LOD � INV /N 28.35 (18 � ' ' t /
! , . .... • L , '' , r r / t Op ! END OF LOT 1
t, / �. I I + / r
EX. 60 MH \\ INV OUT 25.93 30 -- \ / , a r r
\ `� A ,, r------ I I \ t r , SPILL CURB
1 e� , INV /N 26.33 (30� \ ' R/M.• 33.000 i B. 73 P.192
__J I
EX. CURB INLET \ - _ - - - I / + TC 32.1+/-
j %! INV DUT 29.46 (15) O ,\ '33 -'` INV IN 28.60 (15� \�O \ /------------ !' ` p t ' ! � t` MATCH EX
RIM.- 32.740 INV OUT 26.23 (3030'
RIM. 33.539 - _ - !'- _ _ it r r
r' l lI i i 2' BENCH AT 5% �p EX. 18-v RCP //
ALONG POND _ _ _ _ _ LP - TC 32.55 `, l %
p� `� CONTRACTOR TO PROTECT
AFH DURING CONSTRUCTION
TC 32.72 /�� \\ 0
LOD
TC 34.5+/-
T MATCH EX.
! % /!
toe
!' OF POND 32.25 M I r I i �, , --------------
TOP
It
r ! /, /� i`i' , CONTRACTOR TO MAINTAIN c5 I I t ' ' i (-' / !''/' /! !/` J i' i' ,' EX. 52.43-,-------------------
It
r i'! { i i ELEV. ALONG PERIMETER OF POND I ca I N It It ------ i /`!'!' ! .'� ,' /` 30� RCP -
it!
i i I i Mrn` I i �. i i i �1 !/Z® 082% -----
EX. H6Y
INV IN 25.50
\\
\ ♦\ f t r
jit
NN N'. IN--
`000 1 1N �. o0 0.1 t 1., 1 \ \ \ .o
o` oN o` `o
o 00 ov oo
o0N-N.\ o `000`\ \\ ♦o oo' ,/ ,/
`
00 0 00 `.o o o` \ \ \ 00 00 �' /' / / ' I / / ! / / / / / ! ' ! ! ! y•_
o I`\o`o�CQ> ``o `` \\ ♦ `♦ o`erO I t + ! I I/ I/ /!/ ! // o -
o` oo\�`o\; \0 00 0♦ _ 000
`o 0 0
o` oo ��`` 0000\o0 0o f I t I I t ; ; , ti``o` o0
o N. oo ♦ o �o � oo to t, \ o; ` �♦ 000\o, i 000\
♦ \ o 00 `000\�o o- - \ \ ♦ ♦ \ o ` `o 00 0 ♦� o ` .7>ao 00 0000 `o ` 1 1\ \ \ ♦ ♦ \ o 0 0 \ ♦ o
v�000 000; `o o`o`o�o`oo `oo \\ \ `t_,_,\ 000 � ♦ o 0000 00 00 00�
GENERAL NOTE:
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THEDOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
STORM SEWER PIPE SCHEDULE
FROM
TO
FROM
INV
TO
INV
PIPE
LENGTH
SLOPE
(°lo)
DIAMETER
(IN.)
MATERIAL
EXMH2
A8
26.41'
26,72'
58.10'
0,53%
18"
RCP
EXMH1
Al
26,11'
26.17'
11.32'
0.53%
18"
RCP
A6
A7
27.60'
28.16'
112.36'
0.500/0
18"
RCP
A5
A4
26.37'
26.39
68.41'
0,02%
18"
RCP
A3
A2
26,37'
26.39'
68.29'
0.03%
18"
RCP
STORM STRUCTURE SCHEDULE
NAME
TYPE
RIM ELEV.(FT)
INVERTS
Al
CURB INLET NCDOT STD 840.16
30.30'
INV OUT = 26.I T (18')
A2
NCDOT DETAIL 838.80
28,10'
INV OUT = 26.39' (18")
A3
NCDOT DETAIL 838.80
28.08'
INV IN = 26.37' (18')
A4
NCDOT DETAIL 838.80
28.10'
INV OUT = 26.39' (18')
A5
NCDOT DETAIL 838.80
28.08'
INV IN = 26.37' (18")
A8
CURB INLET NCDOT STD 840.16
30.68'
INV OUT = 26.72' (18")
EXMH1
EXISTING MANHOLE
30.86'
INV IN = 26.11' (18")
EXMH2
EXISTING MANHOLE
30.44'
INV IN = 26.41' (18")
19. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE
CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN
THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND
SURVEYOR TO THE OWNER FOR REVIEW.
20. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL.
CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3HA V OR STEEPER. CONTRACTOR SHALL
STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF
VEGETATION IS OBTAINED.
21. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODE AND BE CONSTRUCTED TO SAME.
22. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT
OUT:
23. CONTRACTOR TO ADJUST ANY EXISTING STRUCTURES TO PROPOSED GRADE IN ANY AREA OF PROPOSED GRADING.
30 15 7.5 0 30
1 "= 30'
ALERT TO CONTRACTOR.
ALL GENERAL CONTRACTOR WORK TO BE COMPLETED
(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE
MILESTONE DATE IN PROJECT DOCUMENTS.
DEWATE]RING NOTE-dol-
WHEN PERFORMING GRADING OPERATIONS DURING PERIODS
OF WET WEATHER, PROVIDE ADEQUATE DEWATERING,,
DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL
MOISTURE OF SOILS.
REFER TO MASTER SITE SPECIFICATIONS.
1
REVISIONS
BY
1
NCDOT REVISIONS
RJB
4/2/19
NCDOT REVISIONS
2
5/21/19
RJB
3
TRC REVISIONS
RJB
6/7/19
4
TRC REVISIONS
RJB
6/19/19
5
BID SUBMISSION
RJB
6/21/19
6
SWPPP SUBMISSION
RJB
6/26/19
APPROVED FOR
CONSTRUCTION
o
THE STATE OF NORTH CAROLINA REQUIRES NOTIFICATION
BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING
TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE
STATE.
CALL - 811
BOHLER
E N G I N E E R I N G
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: (980} 272-3401
www.BohlerEngineering.com
s,�
t�
UQ
C)
a
DRAWN
BAB
CHECKED
MAT
DATE
4/2/19
SCALE
1 "=30'
JOB No.
NCC138078
SHEET
0
4
1-1:12013WCC138078MRAWINGSIPLAN SETSIPLAN SET (DRIVEWAY EXTENSION)1NCC138078SSO.DWG PRINTED BY: RBRELAND 7.08.19 @ 9:54 AM LAST SAVED BY: RBRELAND

REVISIONS
BY
1
NCDOT REVISIONS
RJB
4/2/19
2
NCDOT REVISIONS
RJB
5/21/19
3
TRC REVISIONS
RJB
6/7/19
4
TRC REVISIONS
RJB
6/19/19
5
BID SUBMISSION
RJB
6/21/19
6
SWPPP SUBMISSION
RJB
6/26/19
mmoiiIIO
APPROVED FOR
CONSTRUCTION
THE STATE OF NORTH CAROLINA REQUIRES NOTIFICATION
BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING
TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE
STATE.
CALL - 811
r BOHLER
EN G I N E E R I N G
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
www.BohlerEngineering.com
4, L m �
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9
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DRAWN
BAB
CHECKED
MAT
DATE
4/2/19
SCALE
1 "-60'
JOB No.
NCC138078
SHEET
F""
.WD A
H:12013WCC1380781DRAWINGSIPLAN SEMPLAN SET (DRIVEWAY EXTENSION)INCG138078HPO.DWG PRINTED BY: RBRELAND 7.08.19 @ 9:56 AM LAST SAVED BY: RBRELAND

REVISIONS
BY
NCDOT REVISIONS
RJB
1
4/2/19
NCDOT REVISIONS
RJB
2
5/21/19
3
TRC REVISIONS
RJB
6/7/19
4
TRC REVISIONS
RJB
6/19/19
5
BID SUBMISSION
RJB
6/21 /19
SWPPP SUBMISSION
RJB
6
6/26/19
APPROVED FOR
CONSTRUCTION
e
o '
THE STATE OF NORTH CAROLINA REQUIRES NOTIFICATION
BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING
TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE
STATE.
CALL - 811
BOHLER
E N G I N E E R I N G
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
www.BohlerEngineering.com
NO CAR,
,
u 043610
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I�
40
DRAWN
BAB
CHECKED
MAT
DATE
4/2/19
SCALE
1 "=60'
JOB No.
NCC138078
SHEET
WDAe
2
M20131=1380780RAWINGSIPLAN SETSIPLAN SET (DRIVEWAY EXTENSION)MC138078HP0.DWG PRINTED BY: RBRELAND 7.08.19 @ 9:56 AM LAST SAVED BY: RBRELAND

(�REVISIONS
BY
1
NCDOT REVISIONS
RJB
4/2/19
2
NCDOT REVISIONS
RJB
5/21/19
3
TRC REVISIONS
RJB
6/7/19
4
TRC REVISIONS
RJB
6/19/19
5
BID SUBMISSION
RJB
6/21/19
6
SWPPP SUBMISSION
RJB
6/26/19
APPROVED FOR
CONSTRUCTION
o .
THE STATE OF NORTH CAROLINA REQUIRES NOTIFICATION
BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING
TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE
STATE.
CALL - 811
n BOHLER
E N G I N E E R I N G
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
www.BohlerEngineering.com
t
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DRAWN
BAB
CHECKED
MAT
DATE
4/2119
SCALE
AS NOTED
JOB No.
NCC138078
SHEET
.WDA"Mmq
3
H:@013\NCC138078\DRAWINGS\PLAN SETS\PLAN SET (DRIVEWAY EXTENSION)\NCC138078SWO.DWG PRINTED BY: RBRELAND 7.08.19 @ 9:57 AM LAST SAVED BY: RBRELAND
r

Y
GENERAL NOTE;
`HE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PR(
SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELA
PECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF REC(
ING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONST
TANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS
F LL CONFORMANCE WITH LOCAL REG� II-ATIONS AND CODES.
Y 0 12" CENTERS AS DIRECTED BY THE ENGINEER. O O � � z #4 BARS "V" 6 6
01 USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. (/) QUAL AC S STD. 840.03 FRAME 0 0 L1.. Z
r cr_ 1r GRATE & HOOD z
.•�- - - ;a• IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W <[ LL = „ 1 �2 1 2 W Q < V- _
ca c:• :v AS SHOWN ON STD. NO. 840.00. I-•' 0 cc Q C!3 3 (- 0 CC O
6rr B :., Err = USE TYPE "E", "F" AND "Gf' GRATES UNLESS OTHERWISE INDICATED. Z LLI ` Q ~ LLJ
v LLJ � ,r' (- � � LiJ
q•, D o FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER L.i_ -� _ ''� U- ©~�
8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST O C7 Q R -co c R co � O W
.Q. cc
QUANTITIES ACCORDINGLY. Z b LU u - 6'-O„ Z t-4
a'f'•`n• '• •'v *•p' ° CONSTRUCT WITH PIPE CROWNS MATCHING. Ir - ca PLAN CL I~ H
Q. c °cco Lu
PLAN `yrr SEE NOTE CHAMFER ALL EXPOSED CORNERS i", Lu C;� < Q ¢� J U- CURB AND GUTTER WITH CATCH $ASIN ON STEEP GRADES it
a
V
SECTION X - X DRAWING NOT TO SCALE . © �r c TOP
TOP ELEVATION . _ * Lu * w 6„
co co in i� (2,c.o ta, USE ON FLAT ELEVEXPANSION JOINT
GRADES 2% AND UNDER
TOP ELEVATION
FRAME, GRATE AND HOOD _ _ tDEPRESSED
SEE STD,NO, 840.03 STEPS - STD.�i10. 840.66 STEPS -STD. N0. 840.66 S 3,-Or,� � � rOrr GUTTER LINE
6 A 6" TOP
....- ,. _ _ EXPANSION JOINT 1 t~1
TOP ELEVATION PLAN OF TOP SLAB SECTION S-S
O ELEVATION O
.� I �'� a• ` A L.L. NORMAL CURB AND GUTTER ON LIGHT GRADES LL. z
G1 6" Q.p' t>' p E
is p.:°' o• p• :°' o' °' F-�►-I B ' v Z < uj NORMAL GUTTER LINE 2 'Q� UJ
u Hcc CL EXPANSION JOINT 6++ m Lt.
6rr C • 611 6 G :: 6 6rr E #8 "W" BARS #4 BAR 8" TOP Q I -A
SECTION Y-Y = o.
p o'' 0 4 „V,1 ELEV. d
° D o ti BARS USE ON GRADES OVER 2�
o,' d @ E AL S ACES �'
RISER HT. ° p� p'• - °- -i, DEPRESSED GUTTER LINE}
VARIES v• Q loll Q
tt 6'-0"
6rr 1 r - O t1 1 MAX. CC.
EXPANSION JOINT 0
6" O SECTION J -J o. Q _• �, �,',., a © 1 #�2° Q LLI
F- DOWEL ELEVATION
;v uj
SEE NOTE WHERE 30" TO 36" PIPE IS USED co SECTION M-iW �,, SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES
WHERE 42" TO 54" PIPE IS USED-
WHERE 30" TO 36" PIPE IS USED
Z '-
-.
RISER HT.
in
0VARIES
O
v
----• ---
1
,
M
B
1
.. a■ _
tr o
c A1
QI A
N ¢
Q•
WHERE 42 TO 54 PIPE IS USED
��
..co
d
DETAIL SHOWING METHOD
MINIMUM DIMENSIONS AND
QUANTITIES FOR
CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H,
WITH NO RISER) *
DIMENSIONS
OF BOX AND PIPE
COVER
DIMENSION
CU.YDS. CONC. IN BOX
DEDUCTIONS
ONE PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BARS-U
NO.
LENGTH
BARS-V
NO. LENGTH
BARS-W
NO. LENGTH
TOTAL
LBS.
TOP
SLAB
BOTTOM
SL
TOT, CONC.
NEGMHITNIMHUM
D
A
B
C
G
H
E
F
C.M.
R.C.
12,
31-O"
1
2,-21
2r-9"
0.235
0.772
0.015
0.026
15"
W-0"
21.211
3'-0"
0.235
0.829
0.023
0.036
18"
31-0"
2'-211
31-3rr
0.235
0.887
0.033
0.049
2411
3r-01'
21-2"
3'-9/1
0.235
1.001
0.059
6.085
30'1
3'-0"
2'-211
W-4"
41-3"
11-211
41-011
4
V-5"
2
31-9't
3
W-9"
39
0.123
0.321
1.433
0.092
0.127
3611
3'-0"
2'-2"
3'-1011
41-9"
11-81t
4'-Olt
4
11-11"
3
31-9t2
3
3'-9"
43
0.161
0.358
1.714
0.132
0.178
42"
31-0'r
2'-211
41.5"
5'-311
1'-51t
31-211
4
1'-8"
2
2'-11"
3
2-117f
32
0.112
0.318
1.738
0.180
0.243
4811
31-011
2'-2"
5'-011
51-9t1
2'-0"
31-2"
4
2'-3"
3
2`-11"
3
2'-11"
35
0.145
0.352
2.052
0.235
0.317
54"
31-Orr
21-21t
51-711
61-3rr
2,-7r1
31-2"
1 4
21-10"
5
2'-11"
3
2'-11"
1 41
1 0.180
10.386
12.387
0.297
0.401
0 Z
0
Q
V
0
SHEET 2 OF 2
OF RISER CONSTRUCTION PLAN PLAN SHEET 1 OF 2
840.02 * RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 840.02
- �7 VG Vz VG
QO 23/" o>-
43" NOTE: USE TYPE "Elf, "F" AND "G" GRATE - _ �" ¢ DETAIL SHOWING TYPES OF GRATES r 3 4 ¢ ©C
`� 3/ " Q H � USE ACCORDING TO WATER FLOW . 2 -11 1 / 11 < h_ � .
UNLESS OTHERWISE NOTED. N p �\ p z a� v B 2 "O � v
I-.1-j- f 0 0 O_ cl)
w Qcr_ U_ _ TYPE IV' TYPE "Err TYPE 11 F 11 A A +r 1' 7 'r Imo- U < G7 =
21j$rl 21j ¢ c� F- �� l 9/g Q
r- -, r n■
- SECTION LL SECTION - MM C�.7 = Ca Wt-iiq Q
z CO aC -- -- WATER FLOW -�-- SAG --rt- WATER FLOW -�-- I 9f8" z oc
\
A cr)�_____,�,� A ALIGN FRAME WITH INSIDE 13/g" CL -- _-_- --_ CL
EDGE OF WALL TO ALLOW Lu © 1 tt Lu
FOR VERTICAL ADJUSTMENT;o: r, = c ' p B-/ /2 13/4 tr
WALL SECTION
- 1
SECTION BB •-� •_._ _._. - -�. - - - - - - - - - •--• _....� .__...� `...-...._ 1 %2 5/9
SECTION - PP SECTION NN SECTION B-B
------• -- - - - -
PLAN n 3� It 21/4 `► H
3cc
& HOOD ASS`Y v `co / �-' q � --' WATER FLOW -�- SAG E WATER FLOW -- Q Q
FRAME,GRATE,� m
._....- I U- t� m SECTION A -A
I�
i
GENERAL NOTES: Z z
FRAME GRATE AND HOOD
SEE STD.NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. O S O
BACK OF CURB (1)I.. mo--- EXPANSION JOINTS %'-
X PROVIDE ALL CATCH BASINS OVER W-6" IN DEPTH WITH STEPS 12" Q Q Q Q
§,8„ ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. 61t E
4, -61r 41-6,1 •
TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT cc 7tom-! _
■ Ir tt � r
v'. A
o
m
°
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R SHEET 1 OF 2 TYPE F �\ SECTION A -A SHEET 2 OF 2
HOOD ELEVATION SECTION - RR 840.
03 TYPE G 840 , 03
Z GENERAL NOTES lie
2/-O" d W T AS z
O 0O
GENERAL NOTES: i- USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. �• INTERNAL MIN. MIN. MIN. CIRCUMFERENTIAL I•--�
2 WEEP HOLES Q <C
Y USE CLASS "B" CONCRETE THROUGHOUT. Q y CONCENTRIC DIAMETER iNALL TOPlBOTTOM AREA OF STEEL <
i- USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A1064 h- _ ■
= CONE SECTION 0
PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" H CC 0 WELDED WIRE FABRIC (WWF). (FT•) THICKNESS SLAB THICKNESS PER VERTICAL FT. C�
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. LL " O H
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT O O co = CL z FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS (IN.) IN {SQ. IN.0 0Ca3
12" CENTERS AS DIRECTED BY THE ENGINEER, LLi Q Z ACCORDANCE WITH AASHTO M199.
I USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. 0 c O H ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12" 4 4 6 0.12 Q U = O
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB � =F-• © LLJ FROM THE TOP TO THE BOTTOM OF THE MANHOLE. 5 5 8 0.15 (-- _ Z LUJ
AS SHOWN ON STD. NO. 840.00. s• CO F--
- - --- -}- - - - = U- � J WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT 6 6 8 0.18 V- <
CONSTRUCT WITH PIPE CROWNS MATCHING, O Q 0 O C0 Q
� U} = THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM cr
-- I SEE STANDARD DRAWING 840,25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN. Z ,1-•1 OF 9 ABOVE THE GROUND AT OTHER LOCATIONS. • s r Z .�
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. i- > D
p.. E-'i LIMIT DEPTH OF FILL TO 30'-0" FROM FINISH GRADE TO TOP OF GL I--t
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A LU 0 BOTTOM SLAB. 21-011 I< L1!
i POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. 0 ALTERNATE CONE SECrTION GRADE RING �"" a
I CHAMFER ALL EXPOSED CORNERS 1". THE MIN. SLAB THICKNESS 'T' IS THE DIMENSION OF THE „ MIN. AREA OF STEEL
THINNEST PORTION OF THE TOP/BOTTOM SLAB. ao IS 0.07 in.2
Y DRAWING NOT TO SCALE,
PLAN * TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS ECCENTRIC CONE A DISTINGUISHABLE TOP AND BOTTOM. 11-
LV uj
WITH GRATE & FRAME REMOVED 6" MAX. SPACING LV
LOCATE WALL REINFORCEMENT ° QF CIRGUM. RIF
'D' + 2 'W' IN MIDDLE THIRD OF WALL •v
BRICK COPING(INCIDENTAL) = FRAME AND GRATES STD. NO. cu 1-"1
ADDITIONAL
TRAFFIC BEARING 840.37 1" MIN, T- cc
ELEVATION d Lu NDNTRAFFIC BEARING: 84a.22 �- � CLR. #4 REBAR �>• 0A`t STD. 840.16 FRAME -
■"
STEP STD.
& GRATE 0 ,.Ij s4a.24 •,�•. a . .o,• a . NO. 840.66
Z Z LU a4O.2a AS Z uj
#4 BAR H IZ S4a.29 T 1" MIN. USE MIN. AREA OF STEEL IN TOP (CIRCUMFERENTIALCL
I; If A 6rr � 84a.33 F CLR. Q1 AR nF: #dd'.q` a R11 I T..q RFTN9nRnP1APNT1 tP Z 1-4
6.. ti- CL
ili. a. EACHWAY! EACH FACE * , © '�'
r = FLAT TOP SLAB LONGITUDINAL
ADDITIONAL #4 EACH I ADDITIONAL #4 EACH REINFORCEMENT Q to co
cr-SIDE OF OPENING (1 RISER CC .+
c.[ CLEAR OF BOTTOM FACE SIDE OF OPENING (1 Q
PLACE BARS DIAGONAL CLEAR OF BOTTOM FACE)cc
_
1 Z W _ TO CORNERS (TYP.) Q _
t +D1 l r
DOWEL ate~ -_ W w nJ_ 0-
cc N` FRAME & GRATE � >-
SEE NOTE DOWEL{SEE NOTE} MAX. PIPE THIS SIDE - 18" +� t- SEE STD. $40.54 Q �` s-
i BASE
_ _ ♦ . FOR MANHOLE z
SECTION X-X SECTION Y-Y j = =_ -
a ► 4'' _ '�I ?' RING AND COVER oc d
DIMENSIONS AND QUANTITIES FOR
DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS
OF BOX
& PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
BOTTOM
SLAB
WALL PER
FT. HT.
CONCR TE
FOR MINI�1D,n
HEIGHT, H
C.M.
R.C.
12"
3r-0t1
21-0"
21-0"
0.222
0.222
0.592
0.015
0.026
151,
2' - 3"
0.648
0.023
0.036
18'r
2' - 611
0.703
0.033
0.049
24 f�
31- 011
0.814
0.059
0.085
30
+ "
3 -0
r 1
2 -0
3- V
0.222
0.222
0.925
1 0.092
0.127
Li
I _JL_�! ► A itz ry
I` 1 I i
cc
,. .. • ..
cli
Ilr _ -Ji- _ _!i !► • -. ` i } USE MIN.. AREA OF STEEL
Q
IN BASE SLAB OF
0.12 in 2 PER LINEAR
Lu
0 FOOT EACH WAY
TYPICAL MANHOLE SECTION
SHEET 1 OF 1
SHEET 1 OF 1
GRATED INLET OPTION MANHOLE OPTION
84Ua1 84O.a2
1
REVISIONS
BY *)
NCDOT REVISIONS
RJB
1
4/2/ 19
2
NCDOT REVISIONS
RJB
5/21 /19
3
TRC REVISIONS
RJB
6/7/19
4
TRC REVISIONS
RJB
6/19/19
5
BID SUBMISSION
RJB
6/21/19
SWPPP SUBMISSION
6
6/26/19
RJB
APPROVED FOR
CONSTRUCTION
o -
THE STATE OF NORTH CAROLINA REQUIRES NOTIFICATION
BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING
TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE
STATE.
CALL - 811
BOHLER
ENGINEERING
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
www.BohlerEngineering.com
r
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JOB No.
NCC138078
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RECORD DRAWING CERTIFICATION:
THIS DOCUMENT IS :ISSUED FOR THE SOLE PURPOSE OF DEPICTING "AS -BUILT"
FIELD CONDITIONS OF THE FACIPTY(S) AND IS NOT INTEND , ED TO CONFIRM,,OR N011111111i,
VERIFY COMPLIANCE WITH NCDENR. THE INFORMATION' SHOWN IS BASED UPON
A LOCATION SURVEY UKDER MY SUPERVISION PERFORMED ON 11/21/1:7 THRU CA& /* P
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JOHN L-�7E, PLS L 259,6 L-2896
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RECORD DRAWING CERTIFICATION:
THIS DOCUMENT IS ISSUED FOR THE
SOLE PURPOSE OF DEPICTING "As -BUILT"
FIELD CONDITIONS OF THE FACILITY(S) AND IS NOT INTENDED TO CONFIRM OR
VERIFY COMPLIANCE WITH N,,CDENR.
THE INFORMATION SHOWN IS BASED UPON
A LOCATION SURVEY UNDER MY SUPERVISION PE
,RFO,RMED ON 11/21/17 THRU
5/4/18.
10 GAR Z
JOHN L. P`IlERCff-,-fDVT1!'-2'596
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REFERENCES
♦ BOUNDARY & TOPOGRAPHIC SURVEY:
"ALTA/ACSM LAND TITLE SURVEY FOR WAL-MART REAL
ESTATE BUSINESS TRUST, W. CORBETT AVENUE, Z OWN OF
SWANSBORO, ONSLOW COUNTY, NORTH CAROLINA"
PREPARED BY JOHN L. PIERCE AND ASSOCIATES
DATED: 04/07/16
ARCHITECTURE:
ARCHITECTURAL PLANS PREPARED BY MASSA
MONTALTO ARCHITECTS
DATED: 06/08/16
REFERENCES NOT A PART
OF CONTRACT DOCUMENTS
♦ GEOTECHNICAL INVESTIGATION REPORT:
"FINAL GEOTECHNICAL EXPLORATION REPORT PROPOSED
WALMART SUPERCENTER #7179"
PREPARED BY S&ME, INC.
S&ME PROJECT NO. 1051-13-378G
DATED: 03/24/16
♦ ENVIRONMENTAL SITE ASSESSMENT - PHASE I:
"PHASE 1 ENVIRONMENTAL SITE ASSESSMENT
PROPOSED WALMART STORE #7179-00"
PREPARED BY S&ME, INC.
S&ME PROJECT NO. 4035-15-229
DATED: 02/26/16
♦ ENVIRONMENTAL SITE ASSESSMENT - PHASE II:
"LIMITED PHASE II ASSESSMENT PROPOSED WALMART STORE
#7179-00"
PREPARED BY S&ME, INC.
S&ME PROJECT NO. 4035-15-229
DATED: 06/13/16
♦ WATER REPORT:
"WATER SUPPLY SITE SURVEY, STORE #7179"
PREPARED BY RICK TERRELL, BENCHMARK GROUP
DATED: 4/27/16
FAGENCIES
TOWN OF SWANSBORO
601 W. CORBETT AVENUE
SWANSBORO, NC 28584
CONTACT: JENNIFER HOLLAND
[phone] (P)
♦ NCDEQ
WILMINGTON REGIONAL OFFICE
127 CARDINAL DRIVE EXT.
WILMINGTON, NC 28405
CONTACT: GEORGETTE SCOTT
[phone]
♦ NCDOT
DISTRICT 1
295A WILMINGTON HIGHWAY
JACKSONVILLE, NC 28540
CONTACT: ROBERT VAUSE
[phone]
♦ ONSLOW WATER AND SEWER
AUTHORITY (ONWASA)
228 GEORGETOWN ROAD
JACKSONVILLE, NC 28540
CONTACT: WYNNE RAY
[phone] (P)
ONWASA PROJECT SUMMARY
# OF LOTS SERVED
4
# OF BACKFLOW PREVENTERS
5
8" WATER MAIN
857 LF
8" SANITARY SEWER MAIN
1,267 LF
# OF SANITARY SEWER MANHOLES
8
I T'1f41T1T, TTY RESPONSIBILITY MATRIX FOR THIS PROTECT
UTILITY/ GOVERNING AGENCIES CONTRACTOR RESPONSIBILITY- OTHERS RESPONSIBILITY-
DOCUM-F.NTS
1"WeGgIvEl,
SUPERCF__,_.NTF__,.R
LOCATION OF SITE
RBIETT AVENUE,AND HAMMOCK BEACH ROAD
IN# 5355046027141 535504508906, 535504600803
ONSLOW COUNTY, SWANSBORO, NORTH CAROLINA
WALMART UTILITY CONTACT-
GAS
VVIY
♦AMERIGAS GAS CO
-COORDINATE CONSTRUCTION ACTIVITIES WITH GAS COMPANY TO
-GAS COMPANY WILL PROVIDE AND INSTALL ALL PROPANE LINES
-ENERGY MANAGEMENT DEPARTMENT
(PROPANE)
5301 HIGH ST.
ENSURE INSTALLATION OF UNDERGROUND LINES ARE
FROM THE TANKS UP TO THE EXTERIOR BUILDING METER
[phone]
MOREHEAD CITY, NC 28557
COMPLETED PRIOR TO ASPHALT OR CURB PLACEMENT.
-GAS COMPANY WILL INSTALL LIQUID PROPANE TANKS AT THE REAR
CONTACT: KEITH PADGETT
OF BUILDING INCLUDING THE RISER PADS
[phone] (P)
-PRESENT RESPONSIBLE PARTIES.
TELEPHONE
*CENTURY LINK
112 REA ST.
-COORDINATE CONSTRUCTION ACTIVITIES WITH TELEPHONE
COMPANY TO ENSURE INSTALLATION OF UNDERGROUND LINES
-TELEPHONE COMPANY WILL PROVIDE AND INSTALL ALL
TELEPHONE CABLES FROM THE POINT OF CONNECTION UP TO
-TELECOM DEPARTMENT
[phone]
JACKSONVILLE,NC 28546
ARE COMPLETED PRIOR TO ASPHALT OR CURB PLACEMENT.
THE BUILDING
CONTACT: ANTHONY MELINILLI
-COORDINATE RELOCATION OF PHONE BOXES WITH TELEPHONE
-PRESENT RESPONSIBLE PARTIES.
[phone] (P)
COMPANY WITHIN 10 DAYS OF AWARD OF CONTRACT.
-ANY RELOCATION OF EX. LINES WILL BE DONE BY PROVIDER.
-PROVIDE AND INSTALL. 1-4" SCHEDULE 40 PVC CONDUITS WITH
PULL ROPES, INCLUDING ALL TRENCHING AND BACKFILLING, FROM
THE RISER POLE UP TO THE BUILDING.
-PROVIDE AND INSTALL PULL BOXES AS PER TELEPHONE COMPANY
REQUIREMENTS.
-COORDINATE CONSTRUCTION ACTIVITIES WITH TELEPHONE
COMPANY TO ENSURE THAT DIAL -TONE IS PRESENT 2 WEEKS
PRIOR TO POSSESSION.
FIBER OPTIC
*CENTURY LINK
112 REA ST.
-COORDINATE CONSTRUCTION ACTIVITIES WITH TELEPHONE
COMPANY TO ENSURE INSTALLATION OF UNDERGROUND LINES
-TELEPHONE COMPANY WILL PROVIDE AND INSTALL ALL
TELEPHONE CABLES FROM THE POINT OF CONNECTION UP TO
-TELECOM DEPARTMENT
[phone]
JACKSONVILLE,NC 28546
ARE COMPLETED PRIOR TO ASPHALT OR CURB PLACEMENT.
THE BUILDING
CONTACT: ANTHONY MELINILLI
-PROVIDE AND INSTALL 14' SCHEDULE 40 PVC CONDUITS WITH
-PRESENT RESPONSIBLE PARTIES.
[phone] (P)
PULL ROPES, INCLUDING ALL TRENCHING AND BACKFILLING, FROM
-ANY RELOCATION OF EX. LINES WILL BE DONE BY PROVIDER.
THE RISER POLE UP TO THE BUILDING.
-PROVIDE AND INSTALL PULL BOXES AS PER TELEPHONE COMPANY
REQUIREMENTS.
-COORDINATE CONSTRUCTION ACTIVITIES WITH TELEPHONE
COMPANY TO ENSURE THAT T1 (FIBER OPTIC SERVICES) IS
PRESENT 2 WEEKS PRIOR TO POSSESSION.
ELECTRIC
♦JONES ONSLOW
-COORDINATE CONSTRUCTION ACTIVITIES WITH ELECTRIC
-ELECTRIC COMPANY WILL PROVIDE AND INSTALL ALL MATERIALS
-ENERGY MANAGEMENT DEPARTMENT
ELECTRIC
COMPANY TO ENSURE INSTALLATION OF UNDERGROUND LINES
NEEDED TO EgTABLISH PRIMARY OVERHEAD SERVICE FROM
[phone]
ARE COMPLETED PRIOR TO ASPHALT OR CURB PLACEMENT.
POINT OF CONNECTION AT THE EX. LINE UP TO THE
259 WESTERN BLVD
-COORDINATE RELOCATION OF UTILITY POLES WITH ELECTRIC
TRANSFORMER.
JACKSONVILLE, NC 28546
COMPANY WITHIN 10 DAYS OF AWARD OF CONTRACT.
-ELECTRIC COMPANY WILL PROVIDE AND INSTALL PRIMARY CABLE
CONTACT: ROBERT LANIER
-CONSTRUCT TRANSFORMER PAD AS PER THE ELECTRIC
FOR ALL UNDERGROUND LINES UP TO THE TRANSFORMER.
[phone] (P)
COMPANY'S SPECIFICATIONS.
-ANY RELOCATION OF EX. LINES OR POLES WILL BE DONE BY
-PROVIDE AND INSTALL ALL SECONDARY SERVICE AND MATERIALS.
JONES ONSLOW ELECTRIC.
-ELECTRIC COMPANY WILL PROVIDE TRANSFORMER.
SANITARY
♦ONSLOW WATER AND
-PROVIDE AND INSTALL SANITARY SEWER LINES AND ASSOCIATED
-ENERGY MANAGEMENT DEPARTMENT
SEWER
SEWER AUTHORITY
APPURTENANCES PER THE PLANS AND SPECIFICATION.
[phone]
228 GEORGETOWN ROAD
-ALL PUBLIC AND PRIVATE SANITARY SEWER LINES SHALL BE
JACKSONVILLE, NC 28540
SCHEDULE 35 PVC, C900, OR DIP. SERVICE LINES MUST BE
CONTACT: WYNNE RAY
SCHEDULE 40 PVC OR DIP.
-COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEER
[phone] (P)
OF RECORD AND ONSLOW WATER AND SEWER AUTHORITY. SEE
UTILITY PLAN FOR REQUIREMENTS.
-PER ONWASA MSSD, ONLY A UTILITY CONTRACTOR LICENSED BY
THE STATE OF NORTH CAROLINA MAY INSTALL PUBLIC WATER AND
SEWER MAINS AND SERVICES.
WATER
♦ ONSLOW WATER AND
-PROVIDE AND INSTALL ALL WATER MAINS AND ASSOCIATED
-PROVIDE AND INSTALL WATER METERS.
-ENERGY MANAGEMENT DEPARTMENT
SEWER AUTHORITY
APPURTENANCES PER THE PLANS AND SPECIFICATION.
[phone]
228 GEORGETOWN ROAD
-ALL PRIVATE WATER MAINS SHALL BE DIP CLASS 52.
JACKSONVILLE, NC 28540
-ALL PUBLIC WATER MAINS SHALL BE DiP CLASS 350.
CONTACT: WYNNE RAY
-ALL PORTIONS OF THE FIRE PROTECTION WATER SYSTEM SHALL
[phone] (P)
BE INSTALLED BY A LICENSED FIRE SPRINKLER CONTRACTOR.
-PER ONWASA MSSD, ONLY A UTILITY CONTRACTOR LICENSED BY
THE STATE OF NORTH CAROLINA MAY INSTALL PUBLIC WATER AND
SEWER MAINS AND SERVICES.
-COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEER
OF RECORD AND DEPARTMENT OF PUBLIC UTILITIES. SEE UTILITY
PLAN FOR REQUIREMENTS.
STORM
♦ NCDEQ
-PROVIDE AND INSTALL ALL STORM SEWER LINES AND ASSOCIATED
-ENERGY MANAGEMENT DEPARTMENT
SEWER
WILMINGTON REGIONAL OFFICE
APPURTENANCES PER THE PLANS AND SPECIFICATION.
[phone]
127 CARDINAL DRIVE EXT.
-REFER TO GRADING PLAN FOR INFORMATION ON ALLOWABLE
WILMINGTON, NC 28405
STORM SEWER MATERIALS.
CONTACT: CHRISTINE HALL
[phone]
THIS MATRIX HAS BEEN PROVIDED FOR INFORMATIONAL PURPOSES. THE CONTRACTOR SHALL PROVIDE ANY AND ALL APPURTENANCES, TRENCHING AND BACKFILL, AND OTHER INCIDENTALS
TO MEET OR EXCEED THE SPECIFICATIONS OF THE ITEMS I-ISTED. CONTRACTOR SHALL VERIFY THE RESPONSIBILITIES LISTED ABOVE PRIOR TO BID AND START OF CONSTRUCTION.
GENERAL NOTE:
-HE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PR(
SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELA
SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF REC(
ING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONST
TANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAVVING:
FULL CONFORMANCE WITH I OCAI REGUI ATIONS AND CODES.
w
LOCATION MAP
NTS
Dlr"`V7r OP7r
WAL-MART REAL ESTATE BUSINESS TRUST
20- -01 S.E. 10TH STREET
ANSAS 72716-5570
BENTONVILLE, ARr\
TEL: [phone]
CONTACT: DESMOND ANYANWU
P�EPX_nKEDl3v._
B
'.
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NORTH CAROLINA 28203
Phone: [phone]
Fax: [phone]
www.BohlerEngineering.com
CONTACT: MICHAEL A. THEBERGE
SHEET INDEX
SHEET TITLE
SHEET NUMBER
COVER SHEET
C-1
GENERAL NOTES
C-2
ALTA SURVEY (BY OTHERS)
-
SWPPP NOTES
SW-1
SWPPP IMPLEMENTATION SEQUENCE AND LIMITS OF WORK
SW-2
PHASE I EROSION AND SEDIMENTATION CONTROL PLAN
SW-3
PHASE It ERGS GIN AND SEDIMENTATION CONTROL PLAN
SW-4
E AND SC SCHEDULES INFORMATION AND SUMMARY TABLES
SW-5
SWPPP DETAILS
SW-6 - SW-8
DEMOLITION PLAN
DM-1
OVERALL SITE PLAN
C-3
OVERALL GRADING AND DRAINAGE PLAN
C-6
SOUTH GRADING AND DRAINAGE PLAN
C-7
NORTH GRADING AND DRAINAGE PLAN
C-8
PRE -DEVELOPMENT DRAINAGE AREAS
DA-1
POST -DEVELOPMENT DRAINAGE AREAS
DA-2
OVERALL UTILITY PLAN
C-9
OVERALL LANDSCAPE PLAN
LD-1
SOUTH LANDSCAPE PLAN
LD-2
NORTH LANDSCAPE PLAN
LD-3
,ANDSCAPE DETAILS
LD-4
CONSTRUCTION DETAILS
D-1 - D-11
M
' fN'l l F
l 3
c f\�k ��b
ALERT TO CONTRACTOR:
1. THE SITEWORK FOR THE WALMART PROJECT SHALL MEET OR
EXCEED THE STANDARD SITE WORK SPECIFICATIONS,
2. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS
REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL
BE PERFORMED PRIOR TO ANNOUNCED BUILDING POS S'O
AND THE FINAL CONNECTION OF SERVICES
T
r, p ,
FrSSUED FOR C�ONSTRUC�
SIGNATURE DATE
SIGNATURE DATE SIGNATURE DATE
THIS DOCUMENT IS NOT ISSUED BY BOHLER ENGINEERING
FOR CONSTRUCTION WITHOUT (3) SIGNATURES
BEPC PROJECT #
REVISION DATE:
rw"mR�EEVISIONS
BY
NCDENR REVISIONS
7
BAB
5/18/16
NCDENR REVS/OTB REV
8
BAB
5/31/16
NCDOT/NCDENR REVS
9
BAB
6/6/16
QA/QC, OTB REVISIONS
10
6/20/16
ATZ
NCDEQ REVISIONS
11
8/3/16
BAB
BID ADDENDUM 1
12
9/21 /16
BAB
NCDEQ REVISIONS
13
10/3/16
BAB
NCDEQ REVISIONS
14
BAB
10/19/16
DRAWN
BAB
CHECKED
MAT
DATE
7/11 /14
SCALE
NTS
JOB No.
NCC138078
SHEET
C:\USERS\BBUCKLAND\APPDATA\LOCAL\TEMP\ACPUBLISH_4152\NCC138078SDX.DWG PRINTED BY: BBUCKLAND 10.19.16 @ 9:00 AM LAST SAVED BY: BBUCKLAND

GENERAL NOTES.-
21.IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN,
WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE
CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE
IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE
WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL
REQUIREMENTS: - I
COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD
HARMLESS THE ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN ACCORDANCE WITH PARAGRAPH 19
1. THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN:
HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, -JUDGMENTS, PENALTIES AND THE LIKE RELATED
TO SAME.
• SEE THE COVER SHEET FOR THE DOCUMENTS THAT ARE AND ARE NOT A PART OF THE CONTRACT DOCUMENTS.
22. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS
PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT HE/SHE HAS THE LATEST EDITION OF THE
PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S
DOCUMENTS REFERENCED ABOVE. THIS IS CONTRACTOR'S RESPONSIBILITY.
PRICE. .
2. ALL ACCESSIBLE (A/K/A ADA) PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF
23. ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY
THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S,C. § 12101 et seq. AND 42 U.S.C. § 4151
APPROVED SUPPLEMENT.
et seq.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, AND ANY AND ALL
AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED. I I I I I . ,
.24. ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR
CONSTRUCT IN `STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR AND/OR OWNER FAIL BUILD OR
3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND
CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND
APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS
HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER
RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND
INCURS.
APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN
OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES.
25. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS
AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER
4. THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL
IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS
CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND
RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES
5. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS,. SPECIFICATIONS AND CONDITIONS OF APPROVAL,
THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE.
AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS
OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT.
26. ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE.
6. THE SITE WORK SPECIFICATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN
27. ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL
CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS
REGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS.
CONTAINED IN THE PLANS AND THE SITE WORK SPECIFICATIONS SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED
OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER, IN WRITING, OF ANY SUCH CONFLICT,
2g. CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND
DISCREPANCY OR AMBIGUITY BETWEEN THE PLANS AND THE SITE WORK SPECIFICATIONS PRIOR TO PROCEEDING WITH
ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF
ANY FURTHER WORK.
CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER
HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT
7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO
OF SAID FAILURE.
THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EX. CONDITIONS AND NOTIFY BOHLER ENGINEERING,
IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROP. WORK
29. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON -SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN
CONFLICTS WITH ANY OTHER SITE FEATURES.
COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION
REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL
8. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF
ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED
CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES
TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS
EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR
APPROPRIATE.
WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS
PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING
30. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY
CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK.
PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF
"PROFESSIONAL OPINION" REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL
9. CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS "OF RECORD" FOR EXACT LOCATIONS AND
KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE
DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY
STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED.
LOCATIONS.
31. ALL CONSTRUCTION IS TO CONFORM TO THE SITE PLAN APPROVED BY THE PUBLIC WORKS AND PLANNING DIRECTOR.
10. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL
REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO,
32. A "COMPETENT" CARD CARRYING INDIVIDUAL MUST BE PROVIDED FOR OSHA REGULATIONS.
STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). CONTRACTOR
MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR
AMBIGUITIES WHICH EXIST.
11. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID
WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES
WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR.
12. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING
REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY
-
ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS
-
STRUCTURES AND PROPERTIES.
13. THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT,
STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL
CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE
STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO
-
REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE
PROJECT,
GENERAL DEMOLITION NOTES:
14. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EX. CONSTRUCTION OR
- -
1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY:
PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT,
STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED; TO,
SURVEY - "ALTA/ACSM LAND TITLE SURVEY WALMART REAL ESTATE BUSINESS TRUST"
REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE
ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED
DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EX.
ADDRESS - JOHN L. PIERCE AND ASSOCIATES, P.A.
CO INSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR
405 JOHNSON BLVD
BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH
JACKSONVii_LE, NC 28540 I
APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. CONTRACTOR MUST BEAR
2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY
ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EX. DAMAGE AND TO NOTIFY THE
AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY. MODIFICATIONS AMENDMENTS OR REVISIONS
OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION.
TO SAME.
DAYS 15. ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 D
3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE
UNLESS OTHERWISE NOTED ON THE PLANS OR DETAILS.
SUPERVISION, OR ANYTHING RELATED TO SAME.
16. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY
4. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE
PROCEDURES FOR COMPLETION OF THE WORK DEPICTED
OR FOR THE CONSTRUCTION MEAN, METHODS, TECHNIQUES OR CO
DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND
BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS
INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE
RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT
IMPROVEMENTS.
OF CONSTRUCTION.
17. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN
5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR
SAFETY STANDARDS, OR THE SAFETY OF THE
BEING WHOLLY TIDE OF ENGINEER'S
RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME NG WHO L OUTSIDE
SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE
CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT: WITH BOHLER ENGINEERING, IN
SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY
WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY
JOB SITE SAFETY ISSUES, AT ANY TIME.
DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS
18. ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S
OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES,
LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE
REQUIREMENTS, STATUTES, ORDINANCES AND CODES.
THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS,
6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO:
OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS,
EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS
ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND
ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLDA.OBTAINING
OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND
HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER
DEMOLITION WORK.
ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING
WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER
THE COMPLETION OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED UNDER
E ITSA ST
THE LAW, INDEMNIFY, DEFEND AND HOLD BOHLEROWNERS, AGENT, PRESENT AND S,
ADA INSTRUCTIONS TO C0������0�
EIMBERS,GPR NCIPALS,AND
OFFICERS, DIRECTORS, PARTNERS,RMLESS SHAREHOLDERS, COMMISSIONERS,
SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND
SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE
CONTRACTORS MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAP)
DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES
ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST
OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN
COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS (ICC/ANSI A117.1 - 2009
ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL
EDITION) AND ANY MODIFICATIONS, REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE
CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN
ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS,
WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE
INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA
HEREUNDER.
CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING:
19. BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS
. PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN
SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT
ANY DIRECTION.
ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION
SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND/OR METHODS AND/OR TECHNIQUES
• CURB RAMPS - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET.
OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY_FOR SAME
. LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT
HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS
EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION,
WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC TEM MUST NOT INDICATE THAT
.
BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER
. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF
ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY
TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO
AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE
I GREATER -THAN 1:20 (5.0%) .IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR
REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN
NOMINALLY 2.0%) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:30 (5.0%), ADA RAMP MUST
RECEIVED.
BE ADHERED TO. A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. THE
RAMP MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE
20. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING
THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE.
AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS,
PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND
p DOORWAYS - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY
ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL
FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. THIS
CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION
LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY
MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING,
ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER
SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE
REFERENCED INCORPORATED BY COD.)
ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE
PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY
. WHEN THE PROP. CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR
CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH
TO ADA COMPONENTS FROM EX. DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EX. ELEVATIONS SHOWN
OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY.
ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE
BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL
DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY
INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN
NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES ANDIOR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR
NOTE 19 FOR JOB SITE SAFETY.
ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF WORK.
GENERAL NOTE:
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
PORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T,
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND 11
FUI L CONFORMANCE WITH LOCAL RFGI a ATIONS AND CODES.
CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINII/IUM LIMITATIONS IMPOSED BY THE
BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS.
• THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY
NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR
TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE
NON -CONFORMING CONCRETE.
IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL
BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION.
GENERAL GRADING & UTILITY NOTES 26. STORM DRAINAGE PIPE:
UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH
1. ALL PROJECTS WITHIN THE JURISDICTION OF THE ONSLOW WATER AND SEWER AUTHORITY (ONWASA) SHALL BE WATER TIGHT JOINTS. WHEN HIGH -DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST
DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH "ONWASA'S MANUAL OF SPECIFICATIONS AND STANDARDS, CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR
LATEST REVISION". WATER TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED
OTHERWISE.
2. PUBLIC WATER DISTRIBUTION SYSTEMS SHALL CONFORM TO THE DESIGN AND CONSTRUCTION REQUIREMENTS OF THE
NC DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, NCAC TITLE 15A, SUBCHAPTER 18C, RULES 27. STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR
GOVERNING PUBLIC WATER SYSTEMS, LATEST REVISION. MANHOLES STRUCTURE TO CENTER OF STRUCTURE.
3. ALL STRUCTURES AND UTILITIES SHALL COMPLY WITH THE APPLICABLE AREAS OF ENVIRONMENTAL CONCERN (AEC) 28. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS
STANDARDS, AS AMENDED, IN ACCORDANCE WITH THE STATE GUIDELINES FOR AEC'S (15 NCAC 7H) PURSUANT TO THE RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PLANS.
COASTAL AREA MANAGEMENT ACT OF 1974.
29. SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE
4. LOCATIONS OF ALL EX. AND PROP. SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY CONFIRMED WITH CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE, DUCTILE IRON OR OTHER
LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER SUITABLE MATERIAL.
AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR IN
THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST IMMEDIATELY BE SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOW OR INDUSTRIAL FLOW MUST BE
REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE LOWEST INVERT SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION
(POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROP. INTERFACE POINTS (CROSSINGS) WITH EX. IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE
UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH
JURISDICTION OVER SAME.
5. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT
LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. . WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN
WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF
TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE
UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EX. UTILITIES LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES
DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED.
DAMAGE TO ANY EX. UTILITIES DURING CONSTRUCTION.
28. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE
6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT LOCAL WATER SURVEYOR. WATER LINE MATERIALS SHALL BE AS FOLLOWS:
NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR 4" AND LARGER - PVC C-900 OR ASTM D 2241 CLASS 200. SMALLER THAN 4" EITHER COPPER TUBE TYPE "K" (C151
TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND/OR PER ASTM B88) OR PVC SDR-21 PER ASTM D1784 AND D2241. (ALL PIPE AND APPURTENANCES MUST COMPLY WITH
DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION.)
CODES, REGULATIONS, LAWS, RULES, STATUTES AND/OR ORDINANCES, IT IS THE CONTRACTOR'S SOLE
RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND/OR 29. CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EX. PAVED ROADWAYS INCLUDING SEWER,
DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND/OR
ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO NCDOT DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED
COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE WORK WITH THE AGENCY WITH JURISDICTION OVER SAME.
AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME. 30. WHERE BASEMENTS ARE TO BE PROVIDED FOR PROP. DWELLING UNITS, THE DEVELOPER SHALL, BY BORING OR BY
TEST PIT, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROP. DWELLINGS. WHERE
7. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA, BASEMENTS WILL NOT BE INSTALLED UNLESS SPECIAL
ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS CONSTRUCTION METHODS ARE UTILIZED, TO BE REVIEWED AND APPROVED BY THE MUNICIPAL CONSTRUCTION CODE
RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING OFFICIAL. IF AND WHERE SUMP PUMPS ARE INSTALLED, ALL DISCHARGES MUST BE CONNECTED TO THE STORM
REMOVED/RELOCATED DURING SITE ACTIVITY. SEWER. A CLEANOUT MUST BE PROVIDED PRIOR TO THE CONNECTION TO THE STORM DRAIN IN ORDER THAT
BLOCKAGES CAN BE ADDRESSED.
8. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND
IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE 31. LOCATION OF PROP. UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY.
PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EX. UTILITIES AND
SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY 32. CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE
REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER
THE PROPERTY.
9. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY
GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES,
10. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR LIGHTING NOTES:
EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND Jl�
EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST
COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO 1. THIS LIGHTING PLAN DEPICTS PROP. SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY
ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE NOTED MANUFACTURER(S). .ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF
INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND/OR LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE
CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND SERVICE LIFE OF EQUIPMENT AND LUMINAIRESAND OTHER RELATED VARIABLE FIELD CONDITIONS.
CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO
CONNECTING TO THE EX. UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE 2• THE LIGHT LOSS FACTORS USED IN THESE LIGHTING CALCULATIONS ARE 0.90 FOR ALL LED LUMINAIRES, 0.80 FOR
ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR ALL HIGH PRESSURE SODIUM LUMINAIRES OR 0.72 FOR ALL METAL HALIDE LUMINAIRES UNLESS OTHERWISE
MUST IMMEDIATELY NOTIFY THE ENGINEER, N WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME. SPECIFIED. THESE FACTORS ARE INDICATIVE OF TYPICAL LIGHTING INDUSTRY MODELING STANDARDS.
11. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY 3. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ALL ANALYZED ON A HORIZONTAL
COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES GEOMETRIC PLANE AT ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED. THE VALUES DEPICTED
REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE ON THIS PLAN ARE IN FOOTCANDLES.
APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING
CONSTRUCTION. 4. THE. LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY
FUNCTION PROPERLY. THIS WORK SHOULD INCLUDE, BUT NOT BE LIMITED TO, FREQUENT VISUAL INSPECTIONS,
12. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED CLEANING OF LENSES, AND RELAMPING (IF NECESSARY) AT LEAST ONCE EVERY SIX (6) MONTHS. FAILURE TO
UNDERGROUND, ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE FOLLOW THE ABOVE STEPS COU►_Q CAUSE THE LUMINARIES, LAMPS AND LENSES TO FAIL PROPERLY TO
PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. FUNCTION.
13. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE 5. WHERE APPLICABLE, THE EX. CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN
RECOMMENDATIONS SET FORTH IN THE PAD AND SITE PREPARATION NOTES REFERENCED IN THIS PLAN SET. THE APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD MEASUREMENTS
CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS ARE TAKEN WITH A LIGHT METER AND ARE, CONSEQUENTLY, APPROXIMATIONS ONLY. DUE TO FACTORS SUCH
AS SPECIFIED IN THE PAD AND SITE PREPARATION NOTES AND SITE WORK SPECIFICATIONS. ALL EXCAVATED OR AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC, ACTUAL LIGHT LEVELS MAY
FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE SITE WORK SPECIFICATIONS. MOISTURE CONTENT AT TIME DIFFER. EX. LIGHT LEVELS DEPICTED ON THIS PLAN SHOULD BE CONSIDERED APPROXIMATE.
OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL
ENGINEER,_ REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND 6. THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES, ONLY. POWER SYSTEM,
SUBGRAIDE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN CONDUITS, WIRING, VOLTAGES AND OTHER ELECTRICAL COMPONENTS ARE THE RESPONSIBILITY OF THE
ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SITE WORK ARCHITECT, MEP AND/OR LIGHTING CONTRACTOR, AS INDICATED IN THE CONSTRUCTION CONTRACT
SPECIFICATIONS AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE DOCUMENTS. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS.
MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. CONTRACTOR IS RESPONSIBLE FOR INSTALLING LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE
SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES AND ALL OTHER APPLICABLE RULES, REGULATIONS,
SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE SITE LAWS AND STATUTES.
WORK SPECIFICATIONS. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND
COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE SITE WORK SPECIFICATIONS AND ALL APPLICABLE 7. CONTRACTOR MUST BRING TO DESIGNER'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION,
REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURES.
THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS
OR REVISIONS THERETO. 8. IT IS LIGHTING CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE PROJECT ARCHITECT OR OWNER
REGARDING THE POWER SOURCE(S)FROM WITHIN THE BUILDING, AND TIMING DEVICES NECESSARY TO MEET
14. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE THE DESIGN INTENT.
RECOMMENDATIONS PROVIDED IN THE SITE WORK SPECIFICATIONS AND MUST BE COORDINATED WITH THE
APPLICABLE UTILITY COMPANY SPECIFICATIONS. FILL AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE 9. THE LIGHTING CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN
STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY THE SITE PLAN, INCLUDING BUT NOT LIMITED TO, GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY,
FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL. FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR AND ALL GOVERNMENTAL RULES, LAWS, ORDINANCES, REGULATIONS AND THE LIKE.
EARTHWORK BALANCE. 10_ THE CONTRACTOR MUST VERIFY , THAT INSTALLATION OF LIGHTING FIXTURES COMPLIES WITH THE
15. THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS REQUIREMENTS FOR SEPARATION FROM OVERHEAD ELECTRICAL WIRES AS INDICATED BY LOCAL JURISDICTION.
AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR
IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE 11. WHEN A BANK ATM IS INCLUDED IN THE PLAN, THE LIGHTING DESIGN REPRESENTS BOHLER'S UNDERSTANDING
CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING AND INTERPRETATION OF THE REGULATORY LIGHTING LEVELS INTENDED BY PUBLISHED STANDARDS.
PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO
EXCAVATION AND TRENCHING PROCEDURES. 12. UPON OWNER'S ACCEPTANCE OF THE COMPLETED PROJECT, THE OWNER SHALL BE RESPONSIBLE FOR ALL
MAINTENANCE, SERVICING, REPAIR AND INSPECTION OF THE LIGHTING SYSTEM AND ALL OF ITS COMPONENTS
16. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE AND RELATED SYSTEMS, TO ENSURE ADEQUATE LIGHTING LEVELS ARE PRESENT AND FUNCTIONING AT ALL
FULL DEPTH OF THE EX. PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT TIMES.
THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED.
17. THE TOPS OF EX. MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS
NECESSARY, TO MATCH PROP. GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES,
STATUTES, LAWS, ORDINANCES AND CODES.
18. DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST
MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS -INSTALLED
LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY
INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT
ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE
COMPLETION OF WORK.
19. WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, - -
THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER,
UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE
CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND
MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST
PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK.
20. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EX. TOPOGRAPHIC INFORMATION AND UTILITY INVERT
ELEVATIONS PRIOR i O COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75%
MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM
ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), TO PREVENT PONDING. CONTRACTOR MUST
IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC
SAFETY. HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION , f
WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, 'eklo ,%Nf
CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS,-�',A}�
INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME. `i tom:
21. PROP. TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EX. LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. �___--
FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE. IT IS CONTRACTOR'S OBLIGATION "%I.'.w
TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION OF SAME.
22. REFER TO SITE PLAN FOR ADDITIONAL NOTES,
23. IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN I .
WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN
WRITING, OF ANY DISCREPANCIES AND/OR CONFLICTS.
24. CONTRACTOR MUST REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL
OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO _
ENGINEER AND OWNER PRIOR TO INITIATING WORK ANY WORK.
25. WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS,
ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS/FOUNDATION ELEVATIONS
ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL
DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE
CONSTRUCTION OCCURS_ -
REVISIONS
BY
NCDENR REVISIONS
7
BAB
5/18/16
NCDENR REVS/OTB REV
8
BAB
5/31 /16
NCDOT/NCDENR REVS
9
BAB
6/6/16
QA/QC, OTB REVISIONS
10
ATZ
6/20/16
NCDEQ REVISIONS
11
8/3/16
BAB
BID ADDENDUM 1
12
9/21 /16
BAB
NCDEQ REVISIONS
13
BAB
10/3/16
NCDEQ REVISIONS
14
BAB
10/19/16
DRAWN
BAB
CHECKED
MAT
DATE
7/11/14
SCALE
NTS
JOB No.
NCC 138078
SHEET
k.-.oe "054 24
. �6_ _j
C:\USERS\BBUCKLAND\APPDATA\LOCAL\TEMP\ACPUBLISH_4152\NCC138078SDX.DWG PRINTED BY: BBUCKLAND 10.19.16 @ 9:00 AM LAST SAVED BY: BBUCKLAND

K GENERAL NOTES
�
HAZARDOUS MATERIAL MANAGEMENT & SPILL REPORTING
NCDENR S TANDARD 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)
1. ON -SITE BURIAL PITS ARE NOT ALLOWED AT ANY LOCATION WITHIN THE TOWN OF SWANSBORO.
ANY HAZARDOUS OR POTENTIALLY HAZARDOUS MATERIAL THAT IS BROUGHT ONTO THE CONSTRUCTION SITE SHALL BE HANDLED PROPERLY
SWPPP SITE MAPS (ALL PHASES); 2) SWPPP DETAIL SHEETS; 3) MAP SHOWING LOCATION OF OFFSITE IMPORT OR EXPORT FACILITY; 4)
TO REDUCE THE POTENTIAL FOR STORMWATER POLLUTION. ALL MATERIALS USED ON THIS CONSTRUCTION SITE SHALL BE PROPERLY
REVISIONS TO DETAILS, SITE MAPS, OR SWPPP-RELATED RFIS; 5) SITE SWPPP BINDER; 6) SWCT PLACARD; 7) CURRENT OWNER
2. ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN ON THIS PLAN IS SUBJECT TO A FINE.
STORED, HANDLED, DISPENSED AND DISPOSED OF FOLLOWING ALL APPLICABLE LABEL DIRECTIONS. FLAMMABLE AND COMBUSTIBLE LIQUIDS
STORMWATER COMPLIANCE TRAINING CERTIFICATES FOR SUPERINTENDENT(S) AND COMPLIANCE OFFICER(S); AND 8) CERTIFICATIONS
.
SHALL BE STORED AND HANDLED ACCORDING TO APPLICABLE REGULATIONS, AND, AT A MINIMUM, ACCORDING TO 29 CFR 1926.152. ONLY
AND/OR TRAINING CERTIFICATES REQUIRED TO PERFORM INSPECTIONS BY THE APPLICABLE CONSTRUCTION GENERAL PERMIT OR
3. GRADING 1 ACRE OR MORE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION AND SUBJECT TO A FINE.
APPROVED CONTAINERS AND PORTABLE TANKS SHALL BE USED FOR STORAGE AND HANDLING OF FLAMMABLE AND COMBUSTIBLE LIQUIDS.
AUTHORITY HAVING JURISDICTION. .
4. GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1, AND GROUND
MATERIAL SAFETY DATA SHEETS (MSDS) INFORMATION SHALL BE KEPT ON SITE FOR ANY AND ALL APPLICABLE MATERIALS. HOWEVER, MSDS
STABILIZATION MUST OCCUR WITHIN 7 DAYS ON OTHER AREAS.
MAY ALSO BE ACCESSED VIA TELEPHONE OR OTHER ELECTRONIC MEANS OR APPARATUS.
B.
PERMITTED PROJECT AREA:
I 11
FOR PURPOSES OF THIS SWPPP AND ASSOCIATED STORMWATER PERMIT, 'PERMITTED PROJECT AREA'IS DEFINED AS ANY AND ALL AREAS
I
1 5. BASIN OUTLET STRUCTURES WITH DRAINAGE AREAS EQUAL OR GREATER THAN ONE ACRES MUST WITHDRAW WATER FROM THE
IN THE EVENT OF AN ACCIDENTAL SPILL, IMMEDIATE ACTION SHALL BE TAKEN BY THE GC TO CONTAIN AND REMOVE THE SPILLED MATERIAL.
WITHIN THE PROJECT LIMITS OF DISTURBANCE, AS SHOWN ON THE SWPPP SITE MAPS AND IDENTIFIED IN THE NOTICE OF INTENT TO THE
SURFACE.
THE SPILL SHALL BE REPORTED TO THE APPROPRIATE AGENCIES IN THE REQUIRED TIME FRAMES. AS REQUIRED UNDER THE PROVISIONS OF
AGENCY. ALL GROUND -DISTURBING AND CONSTRUCTION -RELATED ACTIVITIES (MATERIAL STORAGE, DUMPSTERS, PARKING AREAS,
THE CLEAN WATER ACT, ANY SPILL OR DISCHARGE ENTERING WATERS OF THE UNITED STATES SHALL BE PROPERLY REPORTED.
PROJECT OFFICE TRAILER, ETC.) MUST BE INCLUDED WITHIN THE PERMITTED PROJECT AREA LIMITS OF DISTURBANCE.
6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY THE NCDENR EROSION CONTROL INSPECTOR.
. - �
OFFSITE AREA(S) TO BE DISTURBED AS PART OF THIS PROJECT (NOT ON OWNER PROPERTY):
.
ALL HAZARDOUS MATERIALS, INCLUDING CONTAMINATED SOIL AN D LIQUID CONCRETE WASTE, SHALL BE DISPOSED OF BY THE CONTRACTOR
ROADWAY IMPROVEMENTS TO WEST CORBETT AVENUE AND HAMMOCK BEACH ROAD.
7. ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS BENCHMARK WHICH MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR
IN THE MANNER SPECIFIED BY FEDERAL, STATE AND LOCAL REGULATIONS AND BY THE MANUFACTURER OF SUCH PRODUCTS.
TO GROUND BREAKING.
ALL AREAS OUTSIDE THE PERMITTED PROJECT AREA (I.E., LIMITS OF DISTURBANCE) ACQUIRED FOR USE BY THE GC OR A
.
-
RE A WRITTEN RECORD OF ANY SPILL AND ASSOCIATED CLEAN-UP ACTIVITIES OF PETROLEUM PRODUCTS OR
SUBCONTRACTOR OF THE GC (BORROW SOURCES, DISPOSAL AREAS, ETC.) MUST BE MANAGED IN ACCORDANCE WITH APPENDIX E - TAB
8. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL
HAZARDOUS MATERIALS IN EXCESS OF 1 GALLON OR REPORTABLE QUANTITIES, WHICHEVER IS LESS, ON THE DAY OF THE SPILL. THE GC
21 OF THE 02370 SPECIFICATION. THE CONTRACTOR IS REQUIRED TO LOCATE OFFICE TRAILERS AND MATERIAL STORAGE AREAS FOR THE
PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, AND ANY APPLICABLE LOCAL LAWS AND CODES.
SHALL PROVIDE NOTICE TO OWNER, VIA THE ONLINE CRITICAL INCIDENT REPORT, IMMEDIATELY UPON IDENTIFICATION OF ANY SPILL. SPILL
PROJECT WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR MAY REQUEST USE OF OFF -SITE LOCATIONS FOR OFFICE TRAILERS OR
9. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL)
REPORT FORMS ARE AVAILABLE IN THE ONLINE SWPPP REPORTING SYSTEM PROVIDED BY THE OWNER. COPIES OF SPILL CRITICAL INCIDENT
REPORTS SHALL BE PRINTED AND MAINTAINED IN THE JOBSITE BINDER.
NON -ERODIBLE MATERIAL STORAGE; HOWEVER, APPROVAL MUST BE OBTAINED FROM THE CONSTRUCTION MANAGER, THE CEC AND THE I
OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED, IF FILL
WAL-MART SWCT PRIOR TO THEIR USE. REQUESTS WILL BE REVIEWED ON A CASE BY CASE BASIS AND IF APPROVED, LIMITATIONS ON USE
MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE PROPERTY THEN THE CONTRACTOR SHALL
ANY SPILLS OF PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF REPORTABLE QUANTITIES AS DEFINED BY EPA OR THE
WILL BE PROVIDED BY THE CEC.
�
DISCLOSE THE LOCATION OF ANY ON -SITE AND/OR OFF -SITE BORROW LOCATION AND/CIR WASTE BURIAL LOCATION TO THE EROSION
STATE OR LOCAL AGENCY REGULATIONS, SHALL BE IMMEDIATELY REPORTED TO THE EPA NATIONAL RESPONSE CENTER (1-800-424-8802) AND
CONTROL INSPECTOR. I
NCDENR [phone]
C.
SPECIAL PROJECT AREAS:
THERE ARE NO SPECIAL PROJECTS, LOCATED BEYOND THE OWNER PERMITTED PROJECT AREA, REQUIRING INSPECTION AND
10. ANY REPORT SUBMITTED TO NCDENR MUST ALSO BE SENT TO THE TOWN OF SWANSBORO ENGINEERING DEPARTMENT ATTENTION
THE STATE REPORTABLE QUANTITY FOR PETROLEUM PRODUCTS IS:
MAINTENANCE ASSOCIATED WITH THIS CONSTRUCTION PROJECT.
DIRECTOR INCLUDING ANY SELF INSPECTION REPORTS.
IF THE PETROLEUM DISCHARGED, RELEASED OR SPILLED: .
D. 1
NON-STORMWATER DISCHARGES:
11. LIMITS OF CLEARING SHOWN ARE BASED ON CUT AND FILL SLOPES OR OTHER GRADING REQUIREMENTS.
THE GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES PROHIBITS MOST I
.
IS 25 GALLONS OR MORE, OR CAUSES A SHEEN ON NEARBY SURFACE WATERS, OR IS 1000 FEET OR LESS FROM SURFACE WATER BODIES;
NON-STORMWATER DISCHARGES DURING THE CONSTRUCTION PHASE. THE DISCHARGES ALLOWED BY THIS GENERAL PERMIT SHALL NOT
12. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES AS INDICATED PRIOR TO GRADING OPERATIONS. NODEVICEMAYBE
THEN fHE PERSON OWNING OR HAVING CONTROL OVER THE OIL MUST IMMEDIATELY TAKE MEASURES TO COLLECT AND REMOVE THE
CAUSE OR CONTRIBUTE TO VIOLATIONS OF NORTH CAROLINA WATER QUALITY STANDARDS FOR SURFACE WATERS AND WETLANDS fl 5A.,
­­1 ­11
REMOVED WITHOUT APPROVAL OF EROSION CONTROL COORDINATOR.
DISCHARGE, AND REPORT THE DISCHARGE TO NCDENR WITHIN 24 HOURS OF DISCHARGE, AND BEGIN TO RESTORE AREA AFFECTED BY
1..­�
NCAC 213.0200). DISCHARGES ALLOWED BY THIS PERMIT MUST MEET ALL APPLICABLE WATER QUALITY CERTIFICATION OR PERMIT I �
I
� I � I
DISCHARGE.
REQUIREMENTS AS OUTLINED IN 15A NCAC 2H.0500 AND 2H.1300. - 11
.
I I
. 13., CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING CONTOURS.
I I
ALLOWABLE NON-STORMWATER DISCHARGES THAT OCCUR DURING CONSTRUCTION ON THIS PROJECT ARE INCLUDED IN THE FOLLOWING -
I
IS 25 GALLONS OR LESS, DOES NOT CAUSE A SHEEN ON NEARBY SURFACE WATERS, OR IS 1000 FEET OR MORE FROM SURFACE WATER
.1%. . .
14. ALL DISTANCES ARE HORIZONTAL GROUND. .
BODIES; THEN THE PERSON OWNING OR HAVING CONTROL OVER THE OIL MUST IMMEDIATELY TAKE MEASURES TO COLLECT AND REMOVE THE
I
LIST FROM THE US EPA CONSTRUCTION GENERAL PERMIT: . I �
11 I I
.
. I
DISCHARGE. IF IT CAN NOT BE CLEANED UP WITHIN 24 HOURS OF THE DISCHARGE, THE OWNER MUST REPORT THE DISCHARGE TO NCDENR,
I I I
- � 11
�1.1 I
.11, � I
I 1 15. TOTAL DEN-UDED-AREA = 21 �50 AC
AND BEGIN TO RESTORE AREA AFFECTED BY DISCHARGE.
9
DISCHARGES FROM EMERGENCY FIRE -FIGHTING ACTIVITIES I
� I
1. " ,
0
I �
FIRE HYDRANT FLUSHINGS I
_ �
16. ANCHOR SILT FENCE WITH COMPACTED BACKFILL ON TREE PROTECTION ZONES. DO NOT BURY.
THE REPORTABLE QUANTITY FOR HAZARDOUS MATERIALS CAN BE FOUND IN 40 CFR 302 AND
*
0
I
LANDSCAPE IRRIGATION I 1�1­
WATER USED TO WASH VEHICLES AND EQUIPMENT, PROVIDED THAT THERE IS NO DISCHARGE OF SOAPS, SOLVENTS, OR DETERGENTS .1
1 I
I I .
�'. -
I.: 17. ALL EROSION CONTROL DEVICES SHOULD BE CHECKED PERIODICALLY AND AFTER EVERY MAJOR STORM EVENT. IF ANY FAILURES ARE
WWW. NCGA. STATE. NC. US/STATUTRES IN HTML/CHP430. HTML. THE ACTS STARTS AT ARTICLE 21A, 143-21.75
- -
USE FOR SUCH PURPOSES
. FOUND, THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE.
TO MINIMIZE THE POTENTIAL FOR A SPILL OF PETROLEUM PRODUCT OR HAZARDOUS MATERIALS TO COME IN CONTACT WITH STORMWATER,
*
WATER USED TO CONTROL DUST
THE FOLLOWING STEPS SHALL BE IMPLEMENTED:
*
POTABLE WATER INCLUDING CONTAMINATED WATER LINE FLUSHINGS
18. ANY ASSOCIATED DEMOLITION PERMITS AND METHODS OF DEMOLITION ARE TO BE OBTAINED AND ARRANGED BY THE CONTRACTOR
0
ROUTINE EXTERNAL BUILDING WASHIDOWN THAT DOES NOT USE DETERGENTS
PRIOR TO CONSTRUCTION.
1) ALL MATERIALS WITH HAZARDOUS PROPERTIES, SUCH AS PESTICIDES, PETROLEUM PRODUCTS, FERTILIZERS, SOAPS, DETERGENTS,
*
PAVEMENT WASH WATERS PROVIDED SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE NOT OCCURRED (UNLESS ALL SPILL .
.
MICALS, ACIDS, BASES, PAINTS, PAINT SOLVENTS, ADDITIVES FOR SOIL STABILIZATION, CONCRETE, CURING
MATERIAL HAS BEEN REMOVED) AND WHERE DETERGENTS ARE NOT USED. YOU ARE PROHIBITED FROM DIRECTING PAVEMENT WASH I 1.� �
11 I
. :,.-.. - I I 1, I—— . .
19. SEDIMENT TRAPS AND BASINS NEED TO BE STABILIZED IMMEDIATELY AFTER INSTALLATION.
COMPOUNDS AND ADDITIVES, ETC., SHALL BE STORED IN A SECURE LOCATION, UNDER COVER AND IN APPROPRIATE, TIGHTLY SEALED
WATERS DIRECTLY INTO ANY SURFACE WATER, STORM DRAIN INLET, OR STORMWATER CONVEYANCE, UNLESS THE CONVEYANCE IS
.
CONTAINERS WHEN NOT IN USE.
CONNECTED TO A SEDIMENT BASIN, SEDIMENT TRAP, OR SIMILARLY EFFECTIVE CONTROL
�
20. STONE OUTLETS SHOULD BE INSTALLED AT LOW POINTS OF THE SILT FENCING, BASED ON FIELD CONDITIONS.
-
9
UNCONTAMINATED AIR CONDITIONING OR COMPRESSOR CONDENSATE
2) THE MINIMUM PRACTICAL QUANTITY OF ALL SUCH MATERIALS SHALL BE KEPT ON THE JOB SITE AND SCHEDULED FOR DELIVERY AS CLOSE
0
UNCONTAMINATED, NON -TURBID DISCHARGES OF GROUND WATER OR SPRING WATER
21. EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT A PROJECT AFTER EACH PHASE
TO TIME OF USE AS PRACTICAL.
0
FOUNDATION OR FOOTING DRAINS WHERE FLOWS ARE NOT CONTAMINATED WITH PROCESS MATERIALS SUCH AS SOLVENTS OR
OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED.
I
CONTAMINATED GROUNDWATER
SELF -INSPECTION REPORTS ARE REQUIRED. A SAMPLE SELF -INSPECTION REPORT, AS WELL AS DETAILS OF THE SELF -INSPECTION
3) A SPILL CONTROL AND CONTAINMENT KIT (CONTAINING FOR EXAMPLE, ABSORBENT MATERIAL SUCH AS KITTY LITTER OR SAWDUST, ACID,
*
CONSTRUCTION DEWATERING WATER THAT HAS BEEN TREATED BY AN APPROPRIATE
PROGRAM, CAN BE FOUND ON THE LAND QUALITY WEBSITE. IF YOU HAVE QUESTIONS OF THE SELF -INSPECTION PROGRAM, PLEASE
BASE, NEUTRALIZING AGENT, BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, PLASTIC AND METAL TRASH CONTAINERS, ETC.)
BEST MANAGEMENT PRACTICES (BMPS) MUST BE IMPLEMENTED FOR THE GENERAL PERMIT ALLOWABLE DISCHARGES FOR THE DURATION
CONTACT [phone].
SHALL BE PROVIDED AT THE CONSTRUCTION SITE AND ITS LOCATION(S) SHALL BE IDENTIFIED WITH LEGIBLE SIGNAGE AND SHOWN ON
OF THE PERMIT. THE TECHNIQUES DESCRIBED IN THIS SWPPP FOCUS ON PROVIDING CONTROL OF POLLUTANT DISCHARGES WITH
SITE MAPS.
a. THE SPILL CONTROL AND CONTAINMENT KIT SUPPLIES SHALL BE OF SUFFICIENT QUANTITIES AND APPROPRIATE CONTENT TO
PRACTICAL APPROACHES THAT UTILIZE READILY AVAILABLE EXPERTISE, MATERIAL, AND EQUIPMENT, I
� CONTAIN A SPILL FROM THE LARGEST ANTICIPATED PIECE OF EQUIPMENT AND FROM THE LARGEST ANTICIPATED QUANTITIES OF
I
NON-STORMWATER COMPONENTS OF SITE DISCHARGES MUST BE UNCONTAMINATED, NON -TURBID WATER. ALL NON-STORMWATER
I
PRODUCTS STORED ON THE SITE AT ANY GIVEN TIME.
b. CONTENTS SHALL BE INSPECTED DAILY DURING THE DAILY STORMWATER INSPECTION.
DISCHARGES MUST BE ROUTED TO A STORMWATER CONTROL PRIOR TO DISCHARGE. WATER USED FOR CONSTRUCTION WHICH
DISCHARGES FROM THE SITE MUST ORIGINATE FROM A PUBLIC WATER SUPPLY OR PRIVATE WELL APPROVED BY THE STATE HEALTH
I
4) ALL PRODUCTS SHALL BE STORED IN AND USED FROM THE ORIGINAL CONTAINER WITH THE ORIGINAL PRODUCT LABEL. CONTAINERS
DEPARTMENT. WATER USED FOR CONSTRUCTION THAT DOES NOT ORIGINATE FROM AN APPROVED PUBLIC SUPPLY MUST NOT
MUST BE STORED IN A MANNER TO PROTECT THEM FROM THE ELEMENTS AND INCIDENTAL DAMAGE.
DISCHARGE FROM THE SITE; IT CAN BE RETAINED IN RETENTION PONDS UNTIL IT INFILTRATES OR EVAPORATES. WHEN NON-STORMWATER
I
IS DISCHARGED FROM THE SITE, IT MUST BE DONE IN A MANNER SUCH THAT IT DOES NOT CAUSE EROSION OF THE SOIL DURING
5) ALL PRODUCTS SHALL BE USED IN STRICT COMPLIANCE WITH INSTRUCTIONS ON THE PRODUCT, LABEL.
DISCHARGE.
I
6) THE DISPOSAL OF EXCESS OR USED PRODUCTS SHALL BE IN STRICT COMPLIANCE WITH INSTRUCTIONS ON THE PRODUCT LABEL AND
D.2
POWER WASHING:
REGULATIONS. �
I
NCRETE CUTTING EFFLUENT, AMONG' OTHERS, MUST BE COLLECTED FOR
PROCESS WATER SUCH AS POWER WASHING WATER AND CO L_
.
I I
TREATMENT AND DISPOSAL. IT MUST NOT BE FLUSHED INTO THE SITE STORM DRAIN SYSTEM OR DISCHARGED OFF -SITE.
L . .
E.
DISCHARGE POINTS:
I
I .-
� 11
ALL DISCHARGE POINTS MUST BE INSPECTED TO DETERMINE WHETHER EROSION AND SEDIMENTATION CONTROL MEASURES ARE
�
EFFECTIVE IN PREVENTING DISCHARGE OF SEDIMENT FROM THE SITE AND/OR IMPACTS TO RECEIVING WATERS. SEDIMENT
L
ACCUMULATION DOWNGRADIENT OF DISCHARGE LOCATIONS SHALL BE REPORTED AS A SEDIMENT OISCHARGE (SEE APPENDIX E - TAB 14,
SEDIMENT RELEASES, OF THE 02370 SPECIFICATION) AND THE POTENTIAL UPSTREAM CAUSE SHALL BE INVESTIGATED TO PREVENT
. L, 11
E. CONTACT THE CM, CEC AND SWCT TO DETERMINE APPROPRIATE ACTION FOR CLEANUP LOF DISCHARGED
RA AN/ Dr- nII-rCInr- r7 TWP I IRAIT-(Z P DISTURBANCE SEE SA FILING AND NIT RING' F EFFLUENT PLAN (IF APPI-11CABLE).
or-ullvir-1141 Int-%I . I
I
.
.
F. SITE STORMWATER OUTFLOW DESCRIPTION: �
THE SITE HAS THREE DISCHARGE POINTS. THE SOUTHERN PORTION OF THE SITE IS ROUTED TO A WLT POND AND DISCHARGED TO THE � L . .
STREAM THAT EXITS THE SITE TO THE SOUTHEAST. THE NORTHERN SECTION OF THE SITE IS SPLIT INTO TWO DRAINAGE AREAS BY A L
RIDGE IN THE PARKING LOT THAT DIRECTS FLOW TO ONE OF TWO WET PONDS WHICH DISCHARGE INTO THE EXISTING STORM SEWER
NORTH OF THE SITE. L
L
I 1. .
� I
I
I
EROSION AND SEDIMENT Ckl-J"'NTROL NOTES, I I I
I
-
.
11
-
�
I
A. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THIS STORM WATER POLLUTION PREVENTION PLAN. I
ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER -
THROUGHOUT ALL PHASES OF CONSTRUCTION. I I
B. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL 11 �11 I I
11
OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR L I .1.
OWNER. �
I
I
11, .
C. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR v, L - I
I
''
REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. - - �
.1 .
L
D. CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH SWPPP IMPLEMENTATION SEQUENCE, OR AS REQUIRED BY . �1.
THE APPLICABLE GENERAL PERMIT. NO UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED. - - -.1, �
L I
.
I
E. ALL DENUDED/BARE AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE, MUST BE STABILIZED IMMEDIATELY UPON COMPLETION OF I - . L I
MOST RECENT GRADING ACTIVITY, WITH THE USE OF FAST -GERMINATING ANNUAL GRASS/GRAIN VARIETIES, STRAWMAY MULCH, WOOD - I
CELLULOSE FIBERS, TACKIFIERS, NETTING AND/OR BLANKETS. COMPLETION MUST BE ACHIEVED WITHIN 7 DAYS.
F. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY
STABILIZED AS SHOWN ON THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED, AND/OR VEGETATED IMMEDIATELY, AND COMPLETED I .
NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN AND/OR .
LANDSCAPE PLAN. L
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 REQUIREMENTS IN THESE E&S CONTROL NOTES.
H. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION AND POLLUTANT DISCHARGE
OFF -SITE.
.
1. ALL MEASURES STATED ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY
FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL
EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE I I
CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE SITE
L
PLANS.
J. STORM WATER POLLUTANT CONTROL MEASURES INSTALLED DURING CONSTRUCTION, THAT WILL ALSO PROVIDE STORM WATER
MANAGEMENT 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 PERMANENT CONTROLS AND SYSTEMS MUST BE INSTALLED AND FUNCTIONING AS DESIGNED AND FREE OF ACCUMULATED �
SEDIMENT AND DEBRIS DURING FINAL PROJECT INSPECTION AND APPROVAL.
L
L. ALL MECHANIZED EQUIPMENT WILL BE REGULARLY INSPECTED AND MAINTAINED TO PREVENT CONTAMINATION OF WATERS AND
WETLANDS FROM FUELS, LUBRICANTS, HYDRAULIC FLUIDS, OR OTHER TOXIC MATERIALS. IN THE EVENT OF A SPILL OF PETROLEUM
PRODUCTS OR ANY OTHER HAZARDOUS WASTE, THE PERMITTEE SHALL IMMEDIATELY REPORT IT TO THE NC DIVISION OF WATER
RESOURCES AT [phone] OR [phone] AND PROVISIONS OF THE NORTH CAROLINA OIL POLLUTION AND HAZARDOUS
SUBSTANCES CONTROL ACT WILL BE FOLLOWED.
F_ GENERAL NOTE: 1
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
FULL CONFOR QNS AND CODES. _j
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A D, sw_—
A I
DEVELOPER/6ft- :
WAL—MART REAL ESTATE
BUSINESS TRUST
MAIL STOP 5570
2001 SE 1 OTH STREET
72716-5570
479-204-3314
SITE OPERATOR/GENERAL CONTRACTOR:
PLIDPI NOTES __­­'­_""
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
r REVISIONS
BY-)
-
NCDENR REVISIONS
7
5/18/16
BAB
8
NCDENR REVS/OTB REV
BAB
5/31/16
9
NCDOT/NCDENR REVS
BAB
16/6/16
10
QA/QC, OTB REVISIONS
ATZ
6/20/16
� 11
NCDEQ REVISIONS
-
BAB
8/3/16
12
BID ADDENDUM 1
BAB
19/21/16
13
NCDEQ REVISIONS
-
BAB
10/3/16
1
14
NCDEQ REVISIONS
BAB
i
`IIIIIiI�
10/19/16
I DRAWN
BAB
MAT
DATE
7/11/14
SCALE
AS SHOWN
JOB No.
NCC138078
SHEET
f-"n
Z! ""
-
..
BLISH-4152\NCC1380780PX.DWG PRINTED BY: BBUCKLAND 10.19.16 @ 9:01 AM LAST SAVED BY: BBUCKLAND

s
GENERAL NOTE:
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGIIEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
L FULL CONFORMANCE WITH LnrAI nrni 1 ATlnnlc Ah cnn/
PHASE 11 LIMITS OF WORK
1"=250'
r
m
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 Tr) 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. CONTRACTOR SHALL REFER TO THE PROJECT SPECIFICATIONS FOR DEWATERING
RECOMMENDATIONS DURING CONSTRUCT ION.
PHASE I
1. CONTRACTOR TO HOLD PRE -CONSTRUCTION MEETING WITH NCDENR, NCDWQ, AND US ARMY CORPS OF ENGINEERS PRIOR TO COMMENCING ANY
ACTIVITIES ON SITE. ATTENDEES MUST BE NOTIFIED A MINIMUM OF 30 DAYS PRIOR TO MEETING.
2. INSTALL THE SWPPP INFORMATION SIGN AND POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT ON HAMMOCK BEACH ROAD,
AND WITHIN EASY ACCESS TO THE GENERAL PUBLIC WITHOUT ENTERING THE SITE. CONTRACTOR SHALL ENSURE THAT SIGHT VISIBILITY FOR
ONCOMING TRAFFIC IS NOT IMPACTED.
3. STAKE/FLAG THE LOD (WHERE STAKING IS NOT POSSIBLE/PRACTICAL, THE LOD MUST BE CONSPICUOUSLY, AND PROMINENTLY, MARKED TO
DENOTE THE BOUNDARY). LOD MUST REMAIN CONSPICUOUSLY MARKED THROUGHOUT THE ENTIRE CONSTRUCTION PROJECT. LOD SHALL BE
STAKED AS CLOSE TO PROPERTY LINE AS POSSIBLE WHEN IN CLOSE PROXIMITY TO ALLOW FOR FULL AREA TO GRADE NEAR PROPERTY LINE.
CONTRACTOR SHALL CONTACT CEC FOR FURTHER CLARIFICATION WHEN APPLICABLE.
4. 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, AND ALL PUBLIC RIGHT-OF-WAY FRONTAGE. CLEAR
ONLY THE MINIMUM AREA ABSOLUTELY NECESSARY TO INSTALL THESE PERIMETER CONTROL BMPS. PERIMETER BMPS SHALL BE INSTALLED AS
CLOSE TO LOD AS POSSIBLE TO ALLOW FOR CONSTRUCTION.
5. INSTALL STABILIZED CONSTRUCTION EXIT, AND SET THE PROJECT OFFICE TRAILER. TIRE WASH MAY BE REQUIRED IF CONSTRUCTION EXIT IS NOT
SUFFICIENT TO RETAIN SOIL.
6. INSTALL PERIMETER SEDIMENT CONTROL BMP'S NECESSARY FOR THE INSTALLATION OF THE CLEAN WATER SWALE, AS SHOWN ON THE SITE MAPS.
CLEAR ONLY THE MINIMUM AREAS NECESSARY TO INSTALL PERIMETER CONTROL BMPS.
7. INSTALL CLEAN WATER SWALE STARTING AT EXISTING CANAL. AS SWALE IS GRADED, IT SHALL BE IMMEDIATELY STABILIZED WITH SOD.
8. PREPARE TEMPORARY PARKING STORAGE AREA..
9. INSTALL INLET PROTECTION ON EXISTING INLETS WITHIN THE LIMITS OF WORK AS IDENTIFIED ON PLANS.
10. HALT ALL ACTIVITIES
CONTACT THE CEC TO PERFORM INSPECTION AND CERTIFICATION OF BMPS. BMP CERTIFICATION MUST OCCUR BEFORE STORMWATER
PRE -CONSTRUCTION MEETING. (THIS 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 & PRE -CONSTRUCTION MEETING CERTIFICATION IS SIGNED/CERTIFIED BY THE CEC.
11. INSTALL REMAINING PERIMETER SEDIMENT CONTROL BMPS, INCLUDING THE SKIMMER SEDIMENT BASINS, AS SHOWN ON THE SITE MAPS. CLEAR
ONLY THE MINIMUM AREA NECESSARY TO INSTALL PERIMETER CONTROL BMPS AND STOCKPILE SUITABLE MATERIALS IN STOCKPILE AREAS
SHOWN FOR CUT SOILS GENERATED DURING THE CONSTRUCTION OF THESE MEASURES (TO PROVIDE DRYING AND TREATMENT AS NECESSARY TO
MAKE MATERIALS SUITABLE). GRADE SKIMMER BASIN 1 SUCH THAT SEDIMENT LADEN WATER IS NOT DIRECTED INTO THE CLEAN WATER DITCH.
12. INSTALL PERMANENT RISER STRUCTURES AND DISCHARGE PIPES WITH SKIMMERS TO DEWATER BASINS (REFER TO DETAIL SHEET SW-7 & D-1).
SKIMMER SHALL BE ONLY OUTFLOW ORIFICE FROM BASIN, PLUG LOWER ORIFICES OF ALL STRUCTURES.
13. HALT ALL ACTIVITIES
CONTACT THE CEC TO PERFORM INSPECTION AND CERTIFICATION OF BMPS.
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.
14. FILL IN PORTION OF EXISTING CANAL TO PREVENT WATER FROM FLOWING BACK INTO SITE.
15. DEWATER POND/DITCH WITH PUMP. PUMP WATER SHALL BE DIRECTED TO SKIMMER SEDIMENT BASIN FOREBAY AS SHOWN IN SITE MAP.
16. WHILE MATERIALS FROM POND ARE DRYING, BEGIN IMPORT OF MATERIALS TO SITE FOR BUILDING PAD AREA. FILL IN POND AND DITCH WITH
SUITABLE IMPORT MATERIALS PER PROJECT SPECIFICATIONS AND MUCK OUT MATERIALS THAT WILL NOT PASS PROOF ROLL. COMPACT IMPORT
AS NOTED IN THE SITE WORK SPECIFICATIONS.
17. MAY START FILLING OPERATIONS IN PARKING LOT AREA IF MATERIALS DRY BEFORE IMPORT IS COMPLETE.
18. INSTALL PROPOSED DIVERSION CHANNELS AND PIPES AS NOTED ON THE PLAN TO DIRECT RUNOFF TO SKIMMER SEDIMENT BASINS.
PHASE 11
1. BEGIN CLEARING, GRUBBING, AND STRIPPING THE SITE AND ROADWAY AREAS. (PHASE CLEARING AND GRUBBING TO THE EXTENT PRACTICAL TO
MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME)
2. ONCE IMPORT IS COMPLETE, USE DRIED MATERIALS FROM BASIN EXCAVATION TO COMPLETE PAD PREPARATION.
3. ONCE PAD FILL AND COMPACTION IS COMPLETE, BEGIN SETTLEMENT MONITORING.
4. WHILE SETTLEMENT MONITORING IS ONGOING, BEGIN GRADING THE SITE WHILE ENSURING DRAINAGE IS CONTINUOUSLY ROUTED TO THE INSTALLED
BASINS. BEGIN FILL OPERATIONS ON NORTHERN SIDE OF OUTPARCEL AND GRADE SUCH THAT RUNOFF IS DIRECTED TOWARDS SKIMMER SEDIMENT
BASIN 3.
5. BEGIN GRADING IN AREAS OF ROADWAY IMPROVEMENTS.
6. START CONSTRUCTION OF BUILDING PAD, STRUCTURES, AND ROADWAY.
7. 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.
8. DURING CONSTRUCTION, DO NOT DIRECT ANYSEDIMENT-LADEN WATER TO AREAS OF INFILTRATION TRENCHES. NO HEAVY EQUIPMENT OR TRUCKS
SHOULD BE USED IN AREAS OF INFILTRATION TRENCHES.
9. IMMEDIATELY PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE.
10. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UTILITIES, CURBS AND GUTTERS.
11. INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED.
12. STABILIZE AREAS TO BE PAVED WITH STONE BASE.
13. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS.
14. REMOVE DIVERSION CHANNELS, BRING TO FINAL GRADE AND IMMEDIATELY STABILIZE THE DISTURBED AREAS AFTER REMOVAL.
15. ONCE ALL. LAND DISTURBING HAS BEEN COMPLETED AND FINAL STABILIZATION HAS BEEN ACHIEVED THE SEDIMENT BASINS SHALL BE DREDGED TO
ORIGINAL ELEVATIONS AND VOLUMES, REPAIRED AS NECESSARY FOR THE POND TO FUNCTION AS PERMANENTLY DESIGNED. REMOVE SNORKEL,
UNSEAL THE BMP ORIFICES AT THE BASE OF THE STRUCTURE, AND INSTALL THE APPROPRIATE TRASH RACKS. THE RISER STRUCTURE AND ALL PIPES
SHALL BE INSPECTED AND CLEANED IF NECESSARY TO ENSURE RESIDUAL SEDIMENT DOES NOT REMAIN FROM USE AS A SEDIMENT BASIN. SEDIMENT
SHALL NOT BE WASHED INTO RECEIVING CHANNEL AT END OF OUTLET PIPE. CONTRACTOR SHALL ENSURE THE POND MEETS PERMANENT
STABILIZATION REQUIREMENTS. ONCE SITE IS STABILIZED, INSTALLATION MAY BEGIN ON INFILTRATION TRENCHES (SEE INFILTRATION TRENCH DETAIL
REGARDING CONSTRUCTION AND MAINTENANCE REQUIREMENTS).
16. PAVE SITE.
17. ADJUST INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES, PER BMP DETAILS.
18. 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).
19. CONTINUE DAILY INSPECTIONS AND REPORTS UNTIL THE CM FINAL DAILY INSPECTION REPORT, MARKED'READY TO TERMINATE PERMIT', 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.
-ANC7--A AND LIMITS `%F W01R)l
_"MENTA"TION SEQU-T V),
SWPIDID IMPLY 1- 1], rd
LIMITS OF DISTURBANCE
LEGEND
SYMBOL/LINE
DESCRIPTION
_
PERMITTED LIMITS
OF DISTURBANCE
LIMITS OF WORK
WORK TO BE
COMPLETED PRIOR
TO ,1ST HALT
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:
WAL-MART REAL ESTATE
BUSINESS TRUST
MAIL STOP 5570
2001 SE 10TH STREET
BENTONVILLE, AR
72716-5570
479-204-3314
SITE OPERATOR/GENERAL CONTRACTOR:
SUPERINTENDENT:
IMT PORTANT. GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
r�REVISIONS
BY
NCDENR REVISIONS
7
5/18/16
BAB
8
NCDENR REVS/OTB REV
BAB
5/31 /16
9
NCDOT/NCDENR REVS
BAB
6/6/16
10
QA/QC, OTB REVISIONS
ATZ
6/20/16
11
NCDEQ REVISIONS
BAB
8/3/16
BID ADDENDUM 1
12
9/21/16
BAB
13
NCDEQ REVISIONS
BAB
10/3/16
14
NCDEQ REVISIONS
BAB
10/19/16
APPROVED
CONSTRUCTION
THE STATE OF NORTH CAROLINA REQUIRES NOTIFICATION
BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING
TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE
STATE.
CALL - 811
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1927 S. TRYON1
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DRAWN
BAB
CHECKED
MAT
DATE
7/11/14
SCALE
AS NOTED
JOB No.
NCC138078
SHEET
C:\USERS\BBUCKLANDIAPPDATA\LOCAL\TEMPACPUBLISH_4152\NCC138078OPX.DWG PRINTED BY: BBUCKLAND 10.19.16 @ 9:02 AM LAST SAVED BY: BBUCKLAND

Supported" Un6upported" Type of
Test Method Units Silt Fence Siit Fence Value
Grab Strength
ASTM D 4632
N (Ibs)
Machine Direction
400
550
MARV
0)
0)
X-Machine Direction
400
450
MARV
(90)
(90)
Permittivitye
ASTM D 4491
sec-1
0.05
0.05
MARV
Apparent Opening Sizee
ASTM D 4751
mm
(US Sieve #)
0.60
(30)
0.60
(30)
Max. ARV°
%
70% after
70% after
Typical
Ultraviolet Stabilit
y T
ASTM D 4355
Retained
500 h of
500 h of
Strength
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NOTES:
1. ALL SITE ACCESS MUST BE CONFINED TO THE CONSTRUCTION EXIT(S). BARRICADE TO PREVENT 1, IMPORTANT: GC SHALL NOT APPLY FLOCCULANTS WITHOUT PREVIOUS REVIEW AND WRITTEN CONFIRMAAON BY CEC.
USE OF ANY LOCATIONS OTHER THAN THE CONSTRUCTION EXIT(S) WHERE VEHIC" =S OR FLOCCULANTS MUST BE USED ONLY IN LOCATIONS SHOWN ON THE SWPPP MAPS, AT RATES AND METHODS SPECIFIED
EQUIPMENT MAY ACCESS THE SITE. AND AS APPROVED BY CEC. CEC SHALL CONFIRM WHETHER TO FOLLOW MANUFACTURER DIRECTION, OR MODIFY
2. CONTRACTOR TO LOCATE TEMPORARY CONSTRUCTION FENCING, JERSEY BARRIERS, OR BOTH MANUFACTURER'S DIRECTION.
ALONG THE SIDES OF THE CONSTRUCTION EXIT TO PREVENT CONSTRUCTION TRAFFIC FROM
SHORT CIRCUITING/BYPASSING THE EXIT. 2. FLOCCULANTS SHALL BE USED AS FAR UPSTREAM OF BASINS, TRAPS, TANKS, OR OTHER WATER CONTAINMENT AREAS
3. PROVIDE SEDIMENT TRAP ON DOWN GRADIENT SIDE (OR BOTH SIDES) AS REQUIRED. SEDIMENT AS POSSIBLE. THE EFFECTIVENESS OF FLOCCULANTS DEPENDS ON THE TRAVEL TIME AND AGITATION OF THE WATER,
TRAP SHALL BE LOCATED OUTSIDE OF THE RIGHT-OF-WAY AND AT A MINIMUM SETBACK FOR PROPER MIXING.
DISTANCE AS REQUIRED PER LOCAL JURISDICTION.
4. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION EXIT(S) IS NOT 3. ALL SEDIMENTATION/SETTLING MUST OCCUR WITHIN THE LOD. THAT IS, VELOCITY OF FLOW IN WATER CONTAINMENT
SUFFICIENT TO PREVENT TRACKING OF DIRT, DUST OR MUD, THEN TIRES MUST BE WASHED SHOULD BE NEAR ZERO, AND THE TIME OF RESIDENCE AS LONG AS POSSIBLE.
BEFORE THE VEHICLES ENTER A PUBLIC ROAD. ALL WASH WATER MUST BE ROUTED TO A SKIMMEF
SEDIMENT TRAP OR OTHER TREATMENT AREA AND SHALL NOT BE DIRECTLY DISCHARGED
-1 ,Z OFF -SITE. 4. FLOC BLOCKS, FLOCCULANT-IMPREGNATED WATTLES, AND ANY OTHER CONTROL MEASURES WHICH SUPPLY
5. LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE MUST BE INSPECTED FOR EVIDENCE OF FLOCCULANTS MUST BE REGULARLY INSPECTED AND MAINTAINED, AS ARE ALL OTHER CONTROL MEASURES.
, Z
SEDIMENT TRACKING BEYOND THE PERMITTED PROJECT AREA. ALL MATERIALS SPILLED
DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS
5. STANDARD EROSION AND SEDIMENT CONTROLS ARE REQUIRED BOTH PRIOR TO AND AFTER CHEMICAL TREATMENT IN
ARM
. MUST BE REMOVED IMMEDIATELY.
ACCORDANCE WITH THE SWPPP PLANS. - -.
6. 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
CHEMICALLY -ENHANCED SETTLING
e I eRETE OR KI BE WASHED INTO STORM SEWER SYSTEMS.
PASSIVE TREATMENT SYSTEMS
Vc��pe9ASPHALT PAVEMENT 7. EXIT(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF
I MUD BEYOND THE EXIT(S). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION
.I,
I ,
North Carolina DWQ Approved PAMS/ Flocculants List
I � � � € I € € , EXIT(S) AS CONDITIONS DEMAND.
�op,4u�
f 8. CONTRACTOR SHALL BE PERMITTED TO TURN THE STONE WHEN THE SURFACE BECOMES SMOOTH
Updated
AND SURFACE VOIDS ARE FILLED TO MAINTAIN EFFECTIVENESS OF CONSTRUCTION EXIT UNTIL
2/22/2013
1' SUCH 11ME 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
(Listed in alphabetical order)
STONE AND REPLACE PER DETAIL.
PADOT 2A 9. IF EXIT BMP IS S11LL INEFFECTIVE, GC MUST CONTACT THE ENGINEER AND SUBMIT AN RFl AS
COMPACTED SUBGRADE NECESSARY.
f • 14j• •-• I • I •,• I • I�,
FOR SEPAR ON
r-GEOTEXTILE
• a . • Iil ::• • • •-i • • •-i
PLAN VIEW
ti
25' MINIMUM
VA- RIES►
100' MIN.
20' 20'�
VARIES
2 N. MIN. �' _
EDGE OF EXISTING PAVEMENT
CONCRETE -1
ASPHALT PAVEMENT
MIRAFI 14ON
GEOTEXTILE FABRIC FOR
DRAINAGE AND FILTRATION
MIRAF1 14ON ADOT 2A
GEOTEXTILE FABRIC COMPACTED SUBGRADE
FOR SEPARATION
10' MIN. DEPTH\-V
CRUSHED
Y-Y CLEAN STONE
STONE BASE
SECTION A -A
r. / /K/
Z I EMBEDDED SILT FENCE FABRIC MIN. z I
� 1 6" INTO GROUND W/ 6" LAID ALONG I EMBEDDED SILT FENCE FABRIC MIN.
I BOTTOM OF TRENCH. SOIL SLICING IN
`t0V o I 6" INTO GROUND W/ 6" LAID ALONG
I ACCORDANCE WITH ASTM D 6462 n I BOTTOM OF TRENCH. SOIL SLICING IN
8.2.2 IS ALSO ACCEPTABLE. I ACCORDANCE WITH ASTM D 6462
I 1 8.2.2 IS ALSO ACCEPTABLE.
r
� NOTE TO GC: THE GOAL OF A CONSTRUCTION EXIT AND ASSOCIATED
A -A -SECTION A -A -SECTION WHEEL WASH AREAS IS TO ELIMINATE TRACK OUT. SIMPLY MANAGING
- . TRACK OUT THROUGH DESIGNATED OR CONTINUAL STREET SWEEPING IS
(FOR SLOPES LESS THAN 3: 1) (FOR SLOPES 3:1 AND GREATER) NOT AN ACCEPTABLE PRACTICE. WHILE STREET SWEEPING IS AN
ACCEPTABLE PRACTICE FOR REMOVING DUST AND MINIMAL AMOUNTS OF
TIE BACK CONSTRUCTION EXIT FINE SEDIMENT, OBSERVABLE TRACK OUT FROM THE PROJECT SHOULD
SPECIFICATIONS FOR SILT FENCE INSTALLATION �E N.T.S. TRIGGER THE USE OF ADDITIONAL MEASURES (WHEEL WASH),
CONSIDERATION OF ALTERNATE EXITS, OR DISCON11NUING VEHICLE
STEEL POST SILT FENCE 1. MATERIALS AND INSTALLATION SHALL COMPLY WITH ASTM D 6462 LAST REVISED: WAL-MART TRAFFIC UNTIL CONDITIONS ON -SITE HAVE IMPROVED. TRACK OUT IS A
SILT FENCE TYPE WIRE SECTION DRAINAGE AVERAGE LATEST EDITION. STANDARD SEDIMENT RELEASE. ALL SEDIMENT RELEASES MUST BE REPORTED TO
WIRE FENCE ( THE SWCT VIA THE ONLINE CRITICAL INCIDENT REPORT.
SECTION BACK OR LENGTH AREA SLOPE OF 2. INSTALL SILT FENCE AT A FAIRLY LEVEL GRADE ALONG THE JUNE 2012 DETAIL
SLICED) (FT) (ACRES) AREA CONTOUR WITH THE ENDS CURVED UPHILL TO PROVIDE SUFFICIENT
UPSTREAM STORAGE VOLUME FOR THE ANTICIPATED RUNOFF.
WOODEN SLAT SF1 WIRE BACK 1020 0.27 1.5% 3. ATTACH THE GEOTEXTILE OR FABRIC TO THE WOVEN OR WELDED
SILT FENCE FABRIC SF2 WIRE BACK 350 0.20 1.5% WIRE FENCE WITH THREE WIRE TIES OR OTHER FASTENERS .•.....�•.• -,• - USE SINGLE ROLL 6.5' WIDE MAT IN TYPICAL DIT
..
SF3 WIRE BACK 210 0.25 1.5% (HORIZONTALLY SPACED EVERY 30"), ALL SPACED WITHIN THE TOP 30,
INSIDE CORNER - PLAN VIEW 8 OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES .-.•. •.'•/ // Q \
SF4 WIRE BACK 790 0.25 33% THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1" 2. / ,/�
VERTICALLY APART. AT EACH POST ATTACH THE GEOTEXTILE OR O'•'• •//,`�� r� 1 / \
SF5 WIRE BACK 270 0.25 2.0% FABRIC � THE WOVEN OR WELDED WIRE FENCE TO THE POST ,N� �ir'
���
SF6 WIRE BACK 580 0.55 2.0% AS PREVIOUSLY STATED. IN ADDITION, EACH TIE PLACED ON A - -
POST SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN '•'•'•......' ' .• I� ' - -
...............
SF7 WIRE BACK 650 0.25 .• •
1.0%
t8-
D TO PREVENTSAGGING. TIGHTENEJ
A
240
7
SF8 WIRE BACK 0.12 ADJOIN EACH OTHER, SILT FENCE FABRIC DJO E C 0
33% 4. WHEN TWO SECT10 NS OF S L ,
„ � B
THEYSHALL BE OVERLAPPED A MINIMUM OF 60 ACROSS TWO ::::•::::::::::::::::....:::::::.:.:::::::::::::::.: ..... .:•: ;� .... -
:.:::::::::::::.:::. ::.:::.::::::::::::::..:.::::
........:::.:::;•:::•::•::::•:>:;;:::•:: .... .
POSTS AS SHOWN.
.......... ........................... ....................... ... Q W
.........................
...........:..,.,.,..::••:::• .. .. AL POINTS
................... .................... CRITICAL
5. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS THE
LAPS A SEAMS
A. OVER AND
STATIC SLICING EQUIPMENT IS UTILIZED TO INSTALL THE FENCE ;; ......;.;:..;;.:::.-::::::' A B. PROJECTED WATER LINE
» " •'' B C. CHANNEL BOTTOM SIDE
PER DETAIL SILT FENCE INSTALLATION SLICING METHOD)-. ) c
Material Property Requirements f:`.::••''''%:: SLOPE VERTICES
TABLE 1 Temporary Silt Fence Mat p y q
P Y » �.
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 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED
ROLLER EXERTING AT LEAST 60 POUNDS PER SQ. INCH. COMPACT DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
CE FOR A WIDE TRENCH WITH APPROXIMATEL 12" 30 OF
Company
Product
Maximum Recommended
Concentration*
Applied Polymer System
APS 712
59.3 ppm
APS 730
5.6 ppm
APS 740
5.2 ppm
APS 703d
..
APS 703d#3
`
APS 706b
••
L.M.G. Dust Magnet 163 powder
0.5 mg/L
DBP-2100
28.125 m /L
APS 705
27.7 ppm
Aquamark, Inc
AQ100
Land surface application only at 39.7
ppm
Aquamark, Inc
AQ109
Land surface application only at 0.180g/I
Ashland Hercules Water Tech
Ashland Charge Pac 55
10 mg/L
Ashland Hercules Water Tech
Ashland Zalta MC 9500
10 mg/L
Cape Fear ConsultingPAX-CFC39A
5 ppm
Cape Fear Consulting
CFC-4330
4.5 ppm
Carolina Hydrologics
HYDROLOC PAM
Land surface application only at 3.0 mg/I
Green Techniques
Soil Defender
Land surface application only at 0.008%
HaloSource, Inc.
GelFloc
2.56 mg/L
HaloSource, Inc.
LBP-2101
500 mg/L
Hanes Geo Components
TerraGuard Granular PAM
3.25mg/L
Innovative Turf Solutions
EnviroPam
200 m /L
Innovative Turf Solutions
Erosion Guard Powder, Erosion
Guard Logs/Erosion Guard Flats
200 mg/L
Innovative Turf Solutions
FLOC
650 mg/L
Leaner Meaner Greener, Inc
L.M.G. Dust Magnet 281
Solution
0.05%
Nalco
Nalco 8187
100 ppm
NTU
GeoScrub 10, 13, 20, 23. 34
10 mg/L
NTU
GeoScrub Bubbles
1 m /L
Paschal Associates Sales
PFR P251
25 ppm
Southeastern Laboratories
SEL FLOC 6026
7.5 ppm
Storm Klear
3% Liqui -Floc
9.4 m /L
Terra Novo
EarthGuard
.000625 mL/L
LAST REVISED: WAL-MART
REVISED
JUNE 2012 DETAIL
VC VENT PIPE (FOR DEWATERING)
CONTACT. J.WfAIRCLOTH & SON TIME TO DEWATER: .- TO _ DAYS
[phone] (PI )I FAX) /� INLET END. ORIFICE INSIDE SCREEN
PATENT # 5,820,751 / AND ACCESSIBLE THROUGH DOOR
x
WATER ENTRY UNIT
NOTE SIMMER MAY VARY
SLIGHTLY FROM ILLUSTRATION
PVC Brow (TTP.)
PVC END CAPS /
A FLOAT - 'C'
ENCLOSURE
OUTLET END; ATTACHES TO A
SCHEDULE 40 PVC PIPE,
WHICH SHALL BE CONNECTED
TO TEMPORARY ORIFICE PLATE
IN OUTLET STRUCTURE BARRB. PPE LONGER THAN SIM
NOT INCLUDED YM swim
SUPPLIED BY USER.
FLEXIBLE HOSE
PERSPECTIVE VIEW
VC VENT PIPE (FOR DEWATERING)
SCHEDULE 40 PVC PIPE
MATETt SURFACE ELEVATION
THE UPSTREAM SIDE FIRST. COMPACT EACH SIDE TWI 2. BEGIN Al THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6 1,15cm) DEEP X 6 l,15cm1 Y ( cm) PLATE
TOTAL OF FOUR TRIPS. BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12' (30cm)
8. ADD POST CAPS AS NEEDED BASED ON SITE CONDITIONS AND APART IN THE BOTTOM OF THE TRENCH. BACKFiLL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" FUDW trog FLYWU PVC TEE
APPLICABLE AGENCY REQUIREMENTS. (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED 2'x 1
9. INSTALL ROCK CHECK DAMS EVERY 100 FT UNLESS OTHERWISE APPROXIMATELY 12 (30cm) APART ACROSS THE WIDTH OF THE BLANKET. v GLADE Rro (2 TIP.)
. NOTED TO PREVENT SCOURING. 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL
MAINTENANCE NOTES SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE BOTMM SURFACE
STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING
TO THE APPROPRIATE STAPLE PATTERN.
1. SILT FENCES SHALL BE INSPECTED ALONG ITS ENTIRETY AND MUST 4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4"-6" (10cm-15cm) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" FRONT VIEW
BE GLEANED WHEN SEDIMENT HAS ACCUMULATED TO ONE-THIRD THE (10cm) APART AND 4" (10cm) ON CENTER TO SECURE BLANKETS.
HEIGHT OF THE SILT FENCE. -MAINTENANCE CLEANOUT MUST BE SKIMMERORIFICE
D REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN A BASIN SIZE DIAMETER
CONDUCTE 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. NO. (IN) IN
REACHING 'ON -THIRD THE HEIGHT OF THE SILT FENCE. 6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2"-5" (5cm-12.5cm) AND STAPLED. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE
( I
1 6.0 5.1
HALL BE
2. ALL MATERIAL EXCAVATED FROM BEHIND SILT FENCE S OF THE OVERLAPPING BLANKET EVEN WITH THE COLORED SEAM STITCH ON THE BLANKET BEING OVERLAPPED.
2 2.5 21
SKIMMER SEDIMENT BASIN #1-3 (SEE SHEET SW-3)
EMBANKMENT SHOULD BE
MACHINE COMPACTED AND
STABILIZATION MATTING
PLACED ON SLOPES.
FLEXIBLE
HOSE SEE OUTLET
,:,�;;,'.', .l • STRUCTURE
"� DETAIL FOR WET
•ti ::.."•• yr• •'t
": ,:�,' POND
• , .
r,:�:t'r
-k*?7x, =;y::e.:, DISCHARGE PIPE
+,
-_-_
SKIMMER RISER
CONNECTION ELEVATION
- INSTALL SKIMMER INTO
PERMANENT RISER
STRUCTURE
SKIMMER
RISER
BASIN CONNECTION
NO. ELEVATION
1 9
2 27.75
3
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 DIRECTLY INTO PERMENANT STORMWATER POND
RISER THE ARM PIPE SHALL HAVE A MINIMUM LENGTH OF 6 FT. BETWEEN THE SKIMMER
AND COUPLING.
4. SKIMMER SEDIMENT BASINS SHALL BE CONSTRUCTED PER GRADING PLANS C-7,8.
5. PRIOR TO CONVERTING SKIMMER SEDIMENT BASINS TO WET PONDS BASINS SHALL BE
CLEANED OUT AND SEDIMENT REMOVED.
MAINTENANCE NOTES:
1. SEDIMENT TRAPS MUST BE INSPECTED AND MUST BE CLEANED WHEN THE ORIGINAL CAPACITY HAS BEEN
REDUCED BY 50 PERCENT OR LESS, AS REQUIRED BY THE GOVERNING AGENCY.
2. ALL MATERIAL EXCAVATED FROM BEHIND SEDIMENT BARRIERS OR FROM TRAPS SHALL BE INCORPORATED INTO
ON -SITE SOILS OR SPREAD OUT ON AN UPLAND PORTION OF THE SITE AND STABILIZED.
3. VERIFY THAT NO EROSION IS OCCURRING AT DISCHARGE POINTS TO AND FROM IMPOUNDMENTS AND VERIFY
THAT TRAP SIDE SLOPES ARE STABILIZED AND SHOW NO SIGNS OF EROSION.
SOURCE BOX
BOHLER LAST REVISED:
DETAIL
A of 14 gage steel wire with a mesh spacing of 150 mm 6 in. or refabrie<ated polymer mesh of equivalent
S11t fence support shall consist g g P 9 ( ) P P �"' q
STOCKPILED ON AN UPLAND PORTION OF THE SITE IF SUIT ABLE FOR
K T IS RECOMMENDED AT 30 TO 40 FOOT 9m-12m INTERVALS. USE A 00 UBLE ROW OF
7 HIGH FLOW CHANNEL APPLICATIONS A STAPLE CHECK SLOT
IN C ( )
a.o
3 3.0
strength.
REUSE.
»
STAPLES STAGGERED 4 (10cm) APART AND 4" (10cm) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
NOTES:
BThese default values are
based on empirical evidence with
a variety of sediments. For environmentally sen hive areas, a review of previous ,
`3. SPECIAL ATTENTION SHOtJLD BE PAID TO ENSURE THAT NO
8• THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"
(30cm) APART IN A 6" (15cm) DEEP X
experience and/or site or
P /
accordance with Test Method D 5141 should d b the agency to -
regionally specific eotextile tests m c be performed
r p Y 9 Y
9 Y P 9
BYPASS
UNDERMINING OF HAS OCCURRED AND THAT NO SS
UNDE SILT FENCE 0
»
6 (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE THE NCH AFTER STAPLING
t. A SHOULD BE 45 OR LESS WH WA -
EN THE TER
) SURFACE IS AT THE MAXIMUM POOL ELEVATION THE
IZA
confirm suitability of these requirements.
CAs measured in accordance with Test Method D 4632.
IS OCCURRING AT JOINING SECTIONS.
ELEVATION OF THE 2 CFS/ACRE DISCHARGE.
TABLE 1 TAKEN FROM ASTM
D 6461-99 (2007)
4. IF EXCESS SEDIMENT IS ACCUMULATING IN ANY SECTION OF SILT
2.) WIDE ROPE AND STAKES SHALL BE INSTALLED FROM SKIMMER HEAD TO TOP OF BASIN BERM. GUIDE
FENCE, THE CONTRACTOR SHOULD IMPLEMENT ADDITIONAL UPSTREAM
ROPE SHALL BE OF SUFFICIENT LENGTH TO ALLOW SKIMMER HEAD FREE MOVEMENT FROM CLEAN OUT
STABILIZATION MEASURES OR ADDITIONAL BMPS (PENDING CEC
ELEVATION, TO TOP OF THE 2 CFS/AC DISCHARGE ELEVATION.
APPROVAL) TO PREVENT EXCESSIVE BUILDUP ON SILT FENCE.
SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF
5 L
ECF
SOURCE BOX SIGN CONTROL FABRIC IN DITCHES
O ERO
IS FAIRCLOTH
CL SKIMMER DETAIL
IMENTATION/SILT FENCE WITH WIRE BACKING
DAMAGED.
BOHLER LAST REVISED N.T.S.
DETAIL
SK
N.T.S.
&�ip
MAY 2014
SOURCE BOX
N.T.S.
BOHLER LAST REVISED
SOURCE BOX
DETAIL MAY 2014
LAST REVISED:
WAL-MART
STANDARD
WET DETENTION BASIN KERB , HERBACEOUS PLANT SCHEDULE
JUNE 2012
DETAIL
.
VEGETATED SHELF PLANTINGS: f 21,520 SQUARE FEET OVERALL
. ' ` TY
BOTANICAL NAME COMMON NAME ROOT SPACING PLANTING RATIO
I -
Wl
- -�
"I ' 1 076
CARER TENERA ,
PLAN VIEW
<0% SLOPE>
a
GEOTEXTILE
SECTION Y-Y
D
-.t.-
<0% SLOPE>
L
GEOTEXTILE
SECTION Z-Z
OUTLET
NO.
PIPE
DIA
Pd
(IN)
RIP RAP
APRON
NCDOT
CLASS
THICK.
d
(IN)
LENGTH
L
(FT)
INITIAL
WIDTH
Wi
(FT)
TERMINAL
WIDTH
W
(FT)
OUT A
30
I
15"
20'
7.5'
31.
OUT B
30
1
15"
20'
7.5'
31'
OUT C
18
B
12"
9'
4.6
15.0'
OUT D
24
1
15"
16'
6.0'
24.5'
OUT E
24•
1
15"
16'
6.0'
24.5'
OUT F
15
B
12"
7.5'
4.0'
13.0'
OUT G
18
B
12"
9'
4.5'
15.0,
RR RIPRAP APRONS AT PIPE OUTLETS WITH END WALL
N.T.S.
SOURCE BOX
LAST REVISED: BOHLER
DETAIL
MARCH 2O13 _
GENERAL NOTE:
S THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJI
;K SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATII
SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECOR
CITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITI
EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AI
FULL CONFORMANCE WITH LOCAL RFGI II ATIONS AND CODES.
r,,,,.,,,.,.,.,,,,•,.,.,.,""" ,
T WI: S Wes.. IRMOObt
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t- 11 . a. � �asN l os 1.s l r 1 a 4 t ..
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.
QUILL SEDGE
2 PLUG
2 O.C.
20A
646
EUPATORIADELPHUS FISTULOSUS
JOE PYE WEED
2" PLUG
2' O.C.
12%
.
538
LOBELIA CARDINALIS
CARDINAL FLOWER
2" PLUG
2' O.C.
10%
SOURCE BOX
646
LOBELIA ELONGATA
LONGLEAF LOBELIA
2" PLUG
2' O.C.
12%
LAST REVISED: NCDENR TEMPORARY SEEDING SPECIFICATIONS
861
SACCHARUM BALDINII
NARROW PLUMEGRASS
2" PLUG
2' O.C.
16%
STANDARD TS
N.T.S.
538
IRIS VIRGINICA
BLUE FLAG IRIS
2" PLUG
2' O.C.
10%
-
1076
JUNCOS EFFUSUS VAR Sol UTUS
MAY 2013 DETAIL
_ SOFT RUSH 2 PLUG 2 O.C. 20%
. 5,380
NOTES:
1) PLANTING RATIO IS BASED ON THE AREA, NOT THE TOTAL QUANTITY OF THE PLANTS. THE QUANTITY OF EACH PLANT IS
DETERMINED BY THE AREA RATIO AND THE SPACING IN WHICH THEY ARE TO BE PLANTED.
KITING E' ASIN T T B CONDUCTED UNTIL T E A TUAL WATER
ERNST SEED CO. BASIN FLOOR SEED MIX
2) PLIA 0 B IS NO 0 E C H C LEVEL OF THE BASIN AND ALL SURROUNDING AREAS SPECIFICATIONS ER;I�TM -127
ST B IZATION
DETAIL
5 HAVE STABILIZED. PRIOR TO PLANTING, CONTRACTOR TO VERIFY THE WATER DEPTH TO THE NEAREST INCH. PLANTING AREA MAY NEED
TO BE REVISED AND PLANT QUANTITIES ADJUSTED BASED ON FIELD CONDITIONS.
NOTES: NOTES: NOTES ELYMUS VIRGINICUS VIRGINIA WILD RYE
1. CONSIDERATION MUST BE GIVEN TO ANTICIPATED CLIMATE AND SEASONAL CONDITIONS WHEN 1. THE GC IS REQUIRED TO, AT A MINIMUM, INITIATE SOIL STABILIZATION MEASURES IMMEDIATELY 1. PERMANENT STABILIZATION SHALL BE ACCOMPLISHED IN ALL DISTURBED AREAS BY COVERING THE SOIL PERMANENT GRASS CHART CARER WLPINOIDEA FOX SEDGE
PLANTING SEED. WHENEVER ANY CLEARING, GRADING, EXCAVATING OR OTHER EARTH DISTURBING ACTIVITIES HAVE WITH PAVEMENT, BUILDING STRUCTURES, VEGETATION, OR OTHER FORMS OF SOIL STABILIZATION. POA PALUSTRIS FOWL BLUEGRASS
PERMANENTLY CEASED ON ANY PORTION OF THE SITE, OR TEMPORARILY CEASED ON ANY PORTION
2. SEED SHALL BE FREE OF WEEDY SPECIES AND APPROPRIATE FOR SITE SOILS AND REGIONAL CLIMATE. OF THE SITE AND WILL NOT LIKELY RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. 2. THE GC IS REQUIRED TO INITIATE PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY UPON
SEED AND MULCH PER THE CONSTRUCTION DRAWINGS AND THE 02900 PLANTING SPECIFICATION REACHING FINAL GRADE. FOR THOSE AREAS NOT AT FINAL GRADE THAT WILL NOT BE DISTURBED FOR
IMMEDIATELY AFTER TOPSOIL IS APPLIED AND FINAL GRADE IS REACHED. 2. THE GC HAS 7 DAYS FROM INITIATION OF STABILIZATION TO COMPLETE SOIL PREPARATION, SEEDING, GREATER THAN 14 DAYS, THE CONTRACTOR SHOULD INITIATE TEMPORARY STABILIZATION PER THE
MULCHING, AND ANY OTHER REQUIRED ACTIVITIES RELATED TO THE PLANTING AND ESTABLISHMENT OF TEMPORARY SEEDING OR STABILIZATION DETAIL.
3. THE SITE HAS ACHIEVED FINAL STABILIZATION ONCE ALL AREAS ARE COVERED WITH BUILDING VEGETATION. THE GC ALSO HAS 7 DAYS FROM INITIATION OF STABILIZATION TO COMPLETELY INSTALL
FOUNDATION OR PAVEMENT, OTHER LANDSCAPING COVER (STONE, MULCH, ETC.), OR HAVE A STAND NON -VEGETATED MEASURES, IF UTILIZED. 3. THE GC HAS 7 DAYS FROM INITIATION OF STABILIZATION TO COMPLETE SOIL PREPARATION, SEEDING,
OF GRASS WITH A MINIMUM OF 70 PERCENT DENSITY OVER THE ENTIRE VEGETATED AREA, OR I MULCHING, AND ANY OTHER REQUIRED ACTIVITIES RELATED TO THE PLANTING AND ESTABLISHMENT OF
GREATER IN ACCORDANCE WITH THE GENERAL PERMIT REQUIREMENTS. 3. ALL DISTURBED AREAS MUST BE STABILIZED TEMPORARILY WITH THE USE OF FAST -GERMINATING VEGETATION. THE GC ALSO HAS 7 DAYS FROM INITIATION OF STABILIZATION TO COMPLETELY INSTALL
ANNUAL GRASS/GRAIN VARIETIES APPROPRIATE FOR SITE SOIL AND CLIMATE CONDITIONS. MULCH IS NON -VEGETATED MEASURES, IF UTILIZED.
4. VEGETATED AREAS MUST BE WATERED, FERTILIZED, AND RESEEDED AS NEEDED TO ACHIEVE THIS REQUIRED FOR ALL SEEDING APPLICATIONS, AND ALL MULCH APPLICATIONS MUST INCLUDE A
SUITABLE FORM OF MULCH 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
SYMBOL
SQ. FT.
VARIETY
SEEDING RATE
SEED
:.;'•
±88,000 SF
TURF -TYPE SEEDED BERMURiGRASS
WiA' SNOR SIMILAR
90 - 135 LBS / ACRE
2-3 LBS. / 1000 SQ. FT.
SOD
t7,000 SF
BERMUDA TIFWAY 419
N/A
MEADOW SEED
+ + + + +
±25,200 SF
I ERNST BASIN MIX ERN11i
I (SEE SPECIFICATION)
AGROSTIS SCABRA
TICKLEGRASS (ROUGH BENTGRASS)
SPARGMIUM EURYCARPUM
GIANT BUR -REED
VERBENA HASTATA
BLUE VERVAIN
JUNCOS EFFUSUS
SOFT RUSH
SCIRPUS ATROVIRENS
GREEN BULRUSH
SCIRPUS CYPERINUS
WOOL GRASS
SCIRPUS POLYPHYLWS
MANY -LEAVED BULRUSH
MIMULUS RINGENS
SQUARE STEM MONKEYFLOWER
REQUIREMENT.
INSTRUCTION ON PROPER SOIL PREPARATION. CARET( SCOPARIA BLUNT BROOMSEDGE
5. THE VEGETATIVE DENSITY MUST BE MAINTAINED THROUGH PROJECT COMPLETION TO BE CONSIDERED
STABILIZED. AREAS PROTECTED BY EROSION CONTROL BLANKETS ARE NOT PERMANENTLY STABILIZED
4. ALTERNATIVE STABILIZATION MEASURES TO SEEDING, SUCH AS ANCHORED MULCH APPLICATION
(WITHOUT SEEDING), MAY BE UTILIZED DURING PERIODS WHEN VEGETATIVE GROWTH IS UNLIKELY (E.G.
5 AT THE COMPLETION OF GROUND -DISTURBING ACTIVITIES, THE ENTIRE SITE MUST HAVE PERMANENT HELENIUM AUTUMNAI-E COMMON SNEEZEWEED
ACTIVITIES,THE E ENTIRE
IRIS VERSICOLOR
UNTIL THE APPLICABLE GENERAL PERMIT REQUIREMENT FOR FINAL VEGETATIVE DENSITY IS ACHIEVED.
WINTER MONTHS).
VEGETATIVE COVER MEETING VEGETATIVE DENSITY R THE GENERAL PERMIT, OR MULCH BLUE FLAG
PER LANDSCAPE PLAN, IN ALL AREAS NOT COVERED BY HARDSCAPE (STONE, PAVEMENT, BUILDINGS, JUNCOS TENUIS PATH RUSH
6. RIP -RAP, MULCH, GRAVEL, DECOMPOSED GRANITE OR OTHER EQUIVALENT PERMANENT STABILIZATION
EMPLOYED IN LIEU OF VEGETATION BASED ON SITE -SPECIFIC CONDITIONS, DESIGN
5. IT IS NOT ACCEPTABLE TO ALLOW BARE SOIL TO REMAIN EXPOSED AT ANY TIME DURING THE YEAR,
ETC.).
MEASURES MAY BE
AdQ GOVERNING AUTHORITY APPROVAL
REGARDLESS OF WEATHER/TEMPERATURE/SITE CONDITIONS.
6. SEEDED AREAS SHALL BE PROTECTED WITH STRAW MULCH, HYDRAULIC MULCH OR A ROLLED EROSION SEEDING RATE: 15 LBS PER ACRE OF THE ERNST MIX WITH AN ADDITIONAL -30 LBS PER ACRE OF GRAIN RYE (AS A NURSE CROP). THE
6. ALTERNATIVE STABILIZATION MEASURES INCLUDE, BUT ARE NOT LIMITED TO: ANCHORED STRAW/HAY
CONTROL PRODUCT. STRAW MULCH MUST BE TACKIFIED OR CRIMPED BY DISC OR OTHER MACHINERY, TEMPORARY SEEDING SPECIFICATION AS NOTED ON THE SOIL EROSION AND SEDIMENT CONTROL PLAN SHALL APPLY TO THIS AREA.
7. ALL SEEDED AREAS SHALL BE INSPECTED REGULARLY TO CONFIRM THAT A HEALTHY STAND OF
MULCH, WOOD CELLULOSE FIBER MULCH, SPRAY -ON SOIL GLUES/BINDERS, AND ROLLED EROSION
AND ROLLED EROSION CONTROL PRODUCTS MUST BE INSTALLED PER MANUFACTURER
RECOMMENDATIONS. ONLY ROLLED EROSION CONTROL PRODUCTS ARE PERMITTED TO BE USED IN FLOW
GRASS IS MAINTAINED.
CONTROL PRODUCTS.
CONVEYANCES. 1.) THE FORMULATION NOTED ABOVE IS REPRESENTATIVE OF THE ERNST SEED SPECIFICATION. THE MOST CURRENT FORMULATION AS SPECIFIED BY
7. ALL ROLLED EROSION CONTROL PRODUCTS SHALL HAVE CURRENT QDOR(TM) STATUS ISSUED BY THE
7. ALL AREAS TO BE SEEDED MUST MEET TOPSOIL DEPTH, PH AND ORGANIC CONTENT REQUIREMENTS AS THE ERNST COMPANY AT THE TIME OF PLANTING SHALL BE USED.
EROSION CONTROL TECHNOLOGY COUNCIL (ECTC) PLUS- ANY STATE OR AGENCY -SPECIFIC
SPECIFIED IN THE 02900 SPECIFICATION - PLANTING OR XERISCAPE SPECIFICATION.
REQUIREMENTS. EVIDENCE OF QDOR!TM) APPROVAL SHALL ACCOMPANY THE PRODUCT SHIPPED TO
THE JOBSITE FOR READY IDENTIFICATION BY THE CONTRACTOR OR AGENCY INSPECTOR,
8. FINAL SITE STABIUZATION IS ACHIEVED WHEN PERENNIAL VEGETATIVE COVER PROVIDES PERMANENT 2.) SEED SHOULD BE APPLIED USING DRILL SEEDING OR BROADCAST SEEDING METHODS ONLY. THIS SEED MIX WILL NOT GERMINATE WELL WITH
STABILIZATION WITH A UNIFORM DENSITY GREATER THAN 70 PERCENT OVER THE ENTIRE AREA TO BE
HYDROSEEDING METHODS.
8. ROLLED EROSION CONTROL PRODUCTS (NETS, BLANKETS, TURF REINFORCED MATES) AND VEGETATED
STABILIZED BY VEGETATIVE COVER. THIS AREA IS EXCLUSIVE OF AREAS THAT ARE COVERED WITH
AREAS NOT MEETING REQUIRED VEGETATIVE DENSITIES FOR FINAL STABILIZATION MUST BE INSPECTED
ROCK (CRUSHED GRANITE, GRAVEL, ETC.) OR LANDSCAPE MULCH, PAVED OR HAVE A BUILDING OR
DAILY. RILING, RUTTING AND OTHER SIGNS OF EROSION INDICATE THE SPECIFIED EROSION CONTROL
OTHER PERMANENT STRUCTURE ON THEM.
3.) THE ENTIRE FACILITY SHALL BE STABILIZED WITH A NORTH AMERICAN GREEN SC150 STRAW &COCONUT BLANKET (OR APPROVED EQUAL). THE
DEVICE IS NOT FUNCTIONING OR INSTALLED PROPERLY AND/OR ADDITIONAL EROSION CONTROL
DEVICES ARE WARRANTED.
BLANKET SHOULD BE INSTALLED ON TOP OF THE SEED IN ACCORDANCE WITH THE MANUFACTURER SPECIFICATIONS.
SEEDING/VEGETATION REQUIREMENTS
SVR
8
STEM�POR�ARYN.T.S. SEEDING OR STABILIZATION
PERMANENT SEEDING, SOD OR
N.T.S. q) THE SEED MIX WILL NEED DAILY SUPPLIMENTAL WATERING UNTIL IT HAS GERMINATED AND REACHED AN
es
N.T.S.ULCHING
N.T.S.
AVERAGE HEIGHT OF AT 12-18".
SOURCE BOX
SOURCE BOX
SOURCE BOX 5.) THE SEEDING AREA SHALL BE MOWED ONCE AFTER THE FIRST GROWING SEASON, EARLY IN THE SPRING, AND THEN SHALL BE MOWED NO MORE
LAST REVISED: WAL-MART
LAST REVISED: WAL-MART
LAST REVISED: WAL-MART THAN ONCE EVERY THREE YEARS THEREAFTER EARLY IN SPRING ONLY.
STANDARD
STANDARD
STANDARD ­
1
JUNE 2012 DETAIL
JUNE 2012 DETAIL
JUNE 2012 DETAIL
25%
25%
25%
6%
3%
3%
2%
2%
2%
,elvv:
2%
1%
1%
,
� � juli �t .
1%1
1%
1%
Xa
DEVELOPER/OWNER:
WAL-MART REAL ESTATE
BUSINESS TRUST
MAIL STOP 5570
2001 SE 1OTH STREET
BENTONVILLE, AR
72716-5570
4-79- 204- 3314
SITE OPERATOR/GENERAL CONTRACTOR:
SUPERINTENDENT:
- - - - -- -- A � - IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
(woepep`�REVISIONS
7)
EY
7
NCDENR REVISIONS
BAB
5/18/16
8
NCDENR REVS/OTB REV
BAB
5/31/16
9
NCDOT/NCDENR REVS
BAB
6/6/16
10
QA/QC, OTB REVISIONS
ATZ
6/20/16
11
NCDEQ REVISIONS
BAB
8/3/16
BID ADDENDUM 1
12
9/21/16
BAB
13
NCDEQ REVISIONS
BAB
10/3/16
14
NCDEQ REVISIONS
BAB
,am10/19/16
DRAWN
Ile)
BAB
CHECKED
MAT
DATE
7/11/14
SCALE
NOTEDAS
JOB No.
NCC138078
SHEET
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KEYSTONE CONTRACTORS, INC
D.B.3163 P.522
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GENERAL NOTE:
'HE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PR(
SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELA
PECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF REC(
NG PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONST
TANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWING
FULL CONFORMANCE WITH_! ncAi RFG a ATInNs AND cnnFS.
�W. KEITH WALSH, L.L.C.
EP¢. D. B.3851 P.585
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VACANT PARCEL
ZONED R=8SF
N/F
W. KEITH WALSH, L.L.C.
D.B.3851 P.589
M.B.32 P.240
VACANT PARCEL
ZONED R-8SF
\"'tea.•..«...
PROP. 60'
ACCESS
EASEMEYT
0.41 AC.
; N/F
SWANSBORO
INVESTORS, LLC
E- D.B.4096 P.345
RESULTANT TRACT II
M.B.67 P.179
RESIDENTIAL USE
ZONE
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CONSTRUCTION NARRATIVE E AND SCHEDULE
1.
ALL WORK AND MATERIALS SHALL COMPLY WITH ALL TOWN/COUNTY REGULATIONS AND CODES AND O.'S.H.A. STANDARDS.
2.
CONTRACTOR SHALL REFER`TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONSOF VESTIBULES,
SLOPE PAVING, SIDEWALKS, EXIT -PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY
ENTRANCE LOCATIONS.
3.
ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF
GRASS IS ESTABLISHED.
4.
ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
5.
CURB AND GUTTER IS PROPOSED FOR ALL LOCATIONS OTHER THAN TO ALLOW SHEET FLOW INTO WET PONDS ON SITE.
6.
EX. STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL
COST SHALL BE INCLUDED IN BASE BID.
7.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT
LIMITED -TO; ALL UTILITIES; STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN
ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE
APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.
8.
SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY A LAND SURVEYOR.
9.
TOTAL SITE AREA IS ±19.0 ACRES. (ACREAGE DOES NOT INCLUDE OUT PARCEL ACREAGES.)
10.
THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE SPECIFIC SPECIFICATIONS".
11.
SIGNS SHALL BE CONSTRUCTED BY OTHERS. PER TOWN OF SWANSBORO ORDINANCE(SEC. 16-13, MONUMENT SIGN ALONG
HAMMOCK BEACH ROAD CAN BE NO LARGER THAN 64 SF AND 12' TALL. PYLON SIGN ALONG W. CORBETT AVENUE CAN BE NO
LARGER THAN 64 SF AND 20' TALL. (SEE ARCH. PLANS)
12.
REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTING ELECTRICAL PLAN.
13.
ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE
MILESTONE DATE IN PROJECT DOCUMENTS.
14.
DRIVEWAYSAFFECTED BY ROAD WIDENING ALONG HAMMOCKS BEACH ROAD TO BE REPAIRED UP TO THE RIGHT OF WAY.
15.
EIGHT (8) 10'X25' LOADING AREAS HAVE BEEN PROVIDED FOR THIS PROPOSED DEVELOPMENT IN THE TRUCK BAYS.
16.
VARIOUS TRAFFIC CONTROL DEVICES HAVE BEEN PROVIDED IN THIS PLAN. REFER TO DETAILS FOR ADDITIONAL
INFORMATION.
17.
SEE DETAIL SHEETS FOR CONCRETE AND ISOLATION JOINTING DETAILS.
18.
FOUR (4) 1,000 LIQUID PROPANE TANKS TO BE INSTALLED BY AMERIGAS. CHAIN LINK FENCING TO BE 3' AWAY FROM TANKS,
WITH (2) FENCE GATES. BOLLARDS TO SURROUND FENCING AT 4' SPACING FROM CENTER, AND PLACED 3' UNDERGROUND.
19.
CONTRACTOR TO CREATE A BREAK IN GUARD RAIL AND ADD GATE IN FENCE SURROUNDING PROP. WET PONDS. REFER TO
SITE PLANS FOR EXACT LOCATIONS.
SHEET INDEX MAP
\
C
\
i rr
SEE SHEETS:
-..
C-5 NORTH SITE PLAN
/ C-8 NORTH GRADING AND
/ DRAINAGE PLAN I
- C-11 NORTH UTILITY PLAN
I
G-14 NORTH LANDSCAPE PLAN' _
\ O
m
\
SEE SHEETS: I M
\ C-4 SOUTH SITE PLAN
C-7 SOUTH GRADING AND >
DRAINAGE PLAN
C-10 SOUTH UTILITY PLAN
C-13 SOUTH LANDSCAPE PLAN
HATCH 3I LEGEND
'; " STANDARD
f`fl/. j DUTY ASPHALTIC
T `<; CONCRETE
PAVEMENT
�`�j .,. , .+,.., `%„yam✓
THIS DEVELOPMENT PROPOSES TO BUILD A WALMART SUPERCENTER AND FUEL STATION. THE CONSTRUCTION OF THIS PROJECT
WILL INCLUDE INSTALLING AND MAINTAINING VARIOUS EROSION AND SEDIMENTATION CONTROL MEASURES, DEMOLITION OF
EXISTING FEATURES, AND CONSTRUCTION OF PROPOSED FEATURES. THE PROPOSED FEATURES AS PART OF THIS PROJECT
INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:
• VARIOUS ROAD IMPROVEMENTS
• NEW PAVEMENT, CURB, AND GUTTER
• NEW ASPHALT PAVEMENT AND CONCRETE
• PAVEMENT MARKINGS
• ABOVE AND UNDERGROUND UTILITIES
• STORMWATER MANAGEMENT FEATURES INCLUDING PIPING AND WET PONDS
• FUEL TANKS AND PUMPS
• ABOVE GROUND STRUCTURES
• LIGHTING
• LANDSCAPING
ALL CONSTRUCTION IS TO TAKE PLACE ACCORDING TO ALL APPLICABLE LOCAL, STATE, AND NATIONAL REGULATIONS.
THE TENTATIVE CONSTRUCTION SCHEDULE IS AS FOLLOWS. -
CONSTRUCTION START: THIRD QUARTER 2016
GRAND OPENING: THIRD QUARTER 2017
HEAVY DUTY
ASPHALT
(PRIVATE)
ADA STRIPING
r I:
c .a
PROP BUILDING
4 �
{, d
4
STANDARD
CONCRETE
a
4.
E AA:
`. NCDOT
« PAVEMENT
REQUIRED PARKING TABLE
WALMART. STORE 1 SPACES PER 300 SF
WALMART FUEL STATION 1.5 SPACES PER NOZZLE
AND 1 SPACE PER 50 SF
SPACES REQUIRED FOR STORE 530
SPACES REQUIRED FOR FUEL STATION 33
TOTAL 563
REQUIREMENTS BASED ON THE TOWN OF SWANSBORO'S
UNIFIED DEVELOPMENT ORDINANCE.
SITE ANALYSIS TABLE
WALMART STORE 158,583 S.F.
WALMART FUEL STATION 754 S.F.
SURFACE PARKING LOT (INCL. 25 ADA SPACES) 622 SPACES
TOTAL 622
RATIO 3.90/1, 000 S.F.
CART CORRALS 13 CORRALS/26 SPACES
* PARKING SPACES OBSTRUCTED BY CART CORRALS ARE NOT INCLUDED IN OVERALL PARKING RATIO.
,y GRAVEL AND
VEGETATIVE
STRIP
NCDOT
PAVEMENT
r MILL AND
OVERLAY'
Ya
N
w
s
100 50 25 0 100 ALERT TO CONTRACTOR:
�-� ALL GENERAL CONTRACTOR WORK TO BE COMPLETED
(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE
1"-100' MILESTONE DATE IN PROJECT DOCUMENTS.
REVISIONS
BY -)
7
NCDENR REVISIONS
BAB
5/18/16
NCDENR REVS/OTB REV
8
5/31 /16
BAB
9
NCDOT/NCDENR REVS
BAB
6/6/16
QA/QC, OTB REVISIONS
10
ATZ
6/20/16
11
NCDEQ REVISIONS
BAB
8/3/16
BID ADDENDUM 1
12
9/21 /16
BAB
13
NCDEQ REVISIONS
BAB
10/3/16
NCDEQ REVISIONS
14
10/19/16
BAB
0�:�
DRAWN
BAB
CHECKED
MAT
DATE
7/11/14
SCALE
1 "=100'
JOB No.
NCC138078
SHEET
C:IUSERS\BBUCKLAND\APPDATA\LOCAL\TEMP\ACPUBLISH_415PWCC138078SS5.DWG PRINTED BY: BBUCKLAND 10.19.16 @ 9:04 AM LAST SAVED BY: BBUCKLAND

Al
1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL
OF ANY EXISTING UTILITIES. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY.
2. 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 UTILITY
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
B
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 WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS
SHOWN ON THE PLANS.
3. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
C
4. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION.
5. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: CLASS III RCP (ASTM C76) WITH
RUBBER O-RING GASKETS TO FORM WATER -TIGHT CONNECTIONS.
6. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.
7. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1'.
D
8. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT V 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
E
STRUCTURE IS WATERTIGHT.
11. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL
HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE
FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER".
12. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR
APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED
WITH CONSTRUCTION ACTIVITIES AND THE SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL
COMPLIANCE AND STORM WATER POLLUTION PREVENTION.
13. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A
SMOOTH FIT AND CONTINUOUS GRADE.
G
14. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL
AND PAVED AREAS.
15. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF
THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS,
WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A
TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW.
H
16. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF
TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER.
CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING
SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED.
17. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODE AND BE CONSTRUCTED
TO SAME.
'
18. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM
INVERT IN TO INVERT OUT.
19. CONTRACTOR TO ADJUST ANY EXISTING STRUCTURES TO PROPOSED GRADE IN ANY AREA OF
PROPOSED GRADING.
7 8 9 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32
GAS STATION FOUNDATION SUBSURFACE PREPARATION FOR WALMART WM STORE NO. 7179, SWANSBORO, NORTH
SHEET INDEX MAP
CAROLINA
JUNE 20, 2016 / —� \ /A,
co
UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND/OR SPECIFICATIONS, THE LIMITS OF THIS \ '
SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT PORTION OF THE SITE DIRECTLY BENEATH AND 5 FEET
- BEYOND THE GAS STATION. ?'
ESTABLISH THE FINAL SUBGRADE ELEVATION TO ALLOW FOR THE CONCRETE SLAB AND BASE. REFERENCE
ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR REQUIRED SLAB THICKNESS. THE MINIMUM 6-INCH THICK BASE
MATERIAL SHALL CONFORM TO NORTH CAROLINA DOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES SEE SHEETS. \
SECTION 1010, "AGGREGATE BASE COURSE" (ABC). THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING / \
_ ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED. ANY PROPOSED EQUIVALENT ALTERNATIVE C-5 NORTH SITE PLAN
BASE MATERIAL MUST BE SUBMITTED FOR APPROVAL WITHIN 30 DAYS AFTER AWARD OF CONTRACT. ANY EQUIVALENT / C-8 NORTH GRADING AND I
ALTERNATIVE SHALL ONLY BE USED IF APPROVED IN WRITING BY THE CEC AND AOR.
EXISTING VEGETATION, TOPSOIL, AND OTHERWISE UNSUITABLE MATERIAL SHALL BE REMOVED. AFTER STRIPPING / DRAINAGE PLAN
TOPSOIL, THE EXPOSED SUBGRADE SHALL BE PROOFROLLED WITH A LOADED DUMP TRUCK OR SIMILAR PNEUMATIC
TIRED VEHICLE (MINIMUM LOADED WEIGHT OF 20 TONS) UNDER THE OBSERVATION OF THE CTL. THE PROOFROLLING C-11 NORTH UTILITY PLAN f
PROCESS SHALL CONSIST OF TWO COMPLETE PASSES OF THE EXPOSED AREAS WITH ONE OF THE PASSES PERFORMED /\ C-14 NORTH LANDSCAPE PLAN I
PERPENDICULARLY TO THE PRECEDING ONE. MATERIALS WHICH ARE UNSTABLE UNDER PROOFROLL SHALL BE
REPAIRED BY UNDERCUT AND REPLACEMENT WITH COMPACTED STRUCTURAL FILL, USE OF A GEOTEXTILE WOVEN / \ I
FABRIC, DISCING/DRYING/RECOMPACTING, OR SOME COMBINATION OF THE ABOVE. MATERIALS ANTICIPATED TO BE \
UNSTABLE UNDER PROOFROLL, PRIOR TO REPAIR, WERE ENCOUNTERED IN THE UPPER FIVE FEET AT BORING
LOCATIONS G-1 AND G-4. AFTER THE PROOFROLLING OPERATION HAS BEEN COMPLETED AND THE SUBGRADE IS /
DETERMINED TO BE STABLE, SITE GRADING SHALL PROCEED IMMEDIATELY. THE PROOFROLLING OPERATION SHALL BE \ I O
REPEATED WITH AT LEAST ONE PASS IN EACH DIRECTION IMMEDIATELY PRIOR TO PLACING AGGREGATE BASE COURSE:
ON -SITE SOILS EXCAVATED FROM BELOW THE GROUNDWATER TABLE (E.G. EXCAVATED FROM PROPOSED / \
STORMWATER PONDS) WILL REQUIRE DRYING. CONTRACTOR SHALL PHASE CONSTRUCTION IN A MANNER THAT \
PROVIDES OPEN SPACE FOR MECHANICAL DRYING AS INDICATED ON THE PLANS. ON -SITE SOILS THAT CANNOT BE \ D
MECHANICALLY DRIED WITHIN A REASONABLE TIME PERIOD, PROVIDED REASONABLE EFFORT TO MECHANICALLY DRY /
HAS BEEN PERFORMED, SHALL BE CHEMICALLY DRIED USING LIME OR CEMENT. THE RATE OF LIME OR CEMENT SHALL
BE DETERMINED BY CONTRACTOR AT TIME OF CONSTRUCTION BASED ON MATERIAL TYPE AND MOISTURE CONTENT. / SEE SHEETS: \ I
~� s s Sc OR SOME C-4 SOUTH SITE PLAN
•. STRUCTURAL FILL SHALL CONSIST OF: 1) SOILS WITH A USCS CLASSIFICATION OF SW P M \
\ �I
" COMBINATION OF THESE; 2) CONTAIN LESS THAN 3 PERCENT ORGANIC MATERIAL; 3) BE FREE OF OTHER DELETERIOUS
MATERIALS; 4) HAVE A STANDARD PROCTOR DRY DENSITY OF AT LEAST 100 PCF; AND 5) HAVE A MAXIMUM PARTICLE C-7 SOUTH GRADING AND
SIZE OF 3 INCHES IN ANY DIMENSION.
DRAINAGE PLAN
PLACE AND COMPACT STRUCTURAL FILL IN MAXIMUM 8-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 \ C-10 SOUTH UTILITY PLAN
INCHES WHICH SHALL BE INCREASED TO 98 PERCENT. FILL MOISTURE SHALL BE MAINTAINED WITHIN 3 PERCENT OF
OPTIMUM MOISTURE DURING COMPACTION. C-13 SOUTH LANDSCAPE PLAN
Fz
�y �e ,,�� '®•�.'"',�z~ ;� ' ems`' \
N 35176 excavations will extend through MATERIALS THAT BAN TYPICALLY BE EXCAVATED BY ROUTINE EARTH -MOVING EQUIPMENT.
a p /
H"`""""""/F EXCAVATIONS WILL EXTEND BELOW THE WATER TABLE. TEMPORARY DEWATERING MEASURES SUCH AS INSTALLATION
N3 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. \
s ✓dc Z
THE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND CONTINUOUS SPREAD FOOTINGS
O \s4~. spmN AT WALLS. SOILS REQUIRING REPAIR WERE ENCOUNTERED NEAR THE ANTICIPATED FOUNDATION BEARING ELEVATIONS
IN BORINGS G-1 AND G-4 PERFORMED WITHIN THE GAS STATION FOOTPRINT. THESE SUBGRADE SOILS SHALL BE
•`"~� """-«��-,,._^ A UNDERCUT AND REPLACED WITH WASHED STONE (NCDOT #57) WHERE ENCOUNTERED AT THE FOUNDATION BEARING
A ` ELEVATION. FOUNDATION SUBSURFACE PREPARATION FOR WALMART WM STORE NO. 7179, SWANSBORO, NORTH CAROLINA
, 'w / JUI4E 20, 2016
THIS GAS STATION FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK
�B 32 �' `° �'" ~'.., "~�.. SPECIFICATION. IN CASE OF CONFLICT, INFORMATION COVERED IN THIS PREPARATION SHALL TAKE PRECEDENCE OVER UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND/OR SPECIFICATIONS, THE LIMITS OF THIS
THE WALMART SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT PORTION OF THE SITE DIRECTLY BENEATH AND 5
PREPARATION. THIS INFORMATION WAS TAKEN FROM A REVISED FINAL GEOTECHNICAL EXPLORATION REPORT FEET BEYOND THE BUILDING AND APPURTENANCES. APPURTENANCES ARE THOSE ITEMS ATTACHED TO THE
PREPARED BY S&ME, INC., DATED MARCH 24, 2016 (GEOTECHNICAL EXPLORATION REPORT IS FOR INFORMATION ONLY BUILDING PROPER (REFER TO DRAWING SHEET SP1), TYPICALLY INCLUDING, BUT NOT LIMITED TO THE BUILDING
AND IS NOT A CONSTRUCTION SPECIFICATION). SIDEWALKS, PORCHES, RAMPS, STOOPS, TRUCK WELLS/DOCKS, COMPACTOR PAD,
) ETC. THE SUBBASE, WHERE
REQUIRED, DO 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
f d -`v`d �� ""•-..,� ''•~..,�_ ...��"'"'�.: � °'•.�,�,..v � .ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR REQUIRED SLAB THICKNESS. THE MINIMUM 6-INCH THICK
BASE MATERIAL SHALL CONFORM TO NORTH CAROLINA DOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES SECTION 1010, AGGREGATE BASE COURSE (ABC). THE BASE SHALL BE OVERLAIN BY A 10 MILS
VAPOR BARRIER CONFORMING TO ASTM E 1745 CLASS A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED. ANY PROPOSED
EQUIVALENT ALTERNATIVE BASE MATERIAL MUST BE SUBMITTED FOR APPROVAL WITHIN30 DAYS AFTER
AWARD OF CONTRACT. ANY EQUIVALENT ALTERNATIVE SHALL ONLY BE USED IF APPROVED IN WRITING BY THE
CEC AND AOR.
»,.��`-.. �� da „„ � -.,"` 4 3 �Fti �d A .,� � f Pti`f sx� �, ``"- 'a`..£ »•... , �"��a'yypy� ! „`"'I6 / "'�•"„ , ." <" "I've ,.
EXISTING VEGETATION, TOPSOIL AND OTHERWISE UNSUITABLE MATERIAL SHALL BE REMOVED. AFTER
:
3
b /•'.J"°�' Wit; `'2, ",~"', f 1��°,3? +,...�, j'�/ a":,",`••.,.."-°-`
SITE SUBSURFACE PREPARATION FOR WALMART WM STORE NO. 7179, SWANSBORO, NORTH CAROLINA dim`" `b �,-,. STRIPPING TOPSOIL THE EXPOSED SUBGRADE SHALL BE PROOFROLLED WITH A LOADED DUMP TRUCK OR
JUNE 20 2016 di�'d "� . `v ?s?s 32 `� �I ``� " a ' -~, 1` £" SIMILAR PNEUMATIC TIRED VEHICLE MiNIMUM LOADED WEIGHT OF 20 TONS UNDER THE OBSERVATION OF THE
K � � 6/Pride ®� ti ti �� ?� 2y 3 � "`�,.. � o� . ' � "33 � "" ;� �� , � �'� ��"��� �.. ( )
CTL. THE PROOFROLLING PROCESS SHALL CONSIST OF TWO COMPLETE PASSES OF THE EXPOSED AREAS WITH
THE SUBSURFACE EXPLORATION INDICATES THE NEAR -SURFACE SOILS AT THIS SITE CONSIST OF SANDS fd 5d® `�' ONE OF THE PASSES PERFORMED PERPENDICULARLY TO THE PRECEDING ONE. MATERIALS WHICH ARE
3d �n I 1• a d y �.„ d f a
ep� dad x~ ,u r � � �;e �'••,..:_ „„ _
AND CLAYS, BECAUSE THESE NEAR -SURFACE SOILS ARE MOISTURE SENSITIVE, SITE PREPARATION AND `�' ddd ' q, o 3 %• B rf M�� "=y =� UNSTABLE UNDER PROOFROLL SHALL BE REPAIRED BY UNDERCUT AND REPLACEMENT WITH COMPACTED
'+ § f sd z 6'°"_.,4, y' \` V-'•.,:N.,.
GRADING WILL BE SIGNIFICANTLY INFLUENCED BY WEATHER CONDITIONS AT TIME OF CONSTRUCTION. s Bd�d rid d
,~ STRUCTURAL FILL, USE OF A GEOTEXTILE WOVEN FABRIC DISC ING/DRYING/RECOMPACTING OR SOME
`�`° B `` f``._� " COMBINATION OF THE ABOVE. MATERIALS ANTICIPATED TO BE UNSTABLE UNDER PROOFROLL, PRIOR TO
SITE GRADING SHALL BE PERFORMED DURING THE TYPICALLY DRIER SUMMER MONTHS, IF PRACTICAL.] dB��Fdd ,d >g 98 �� ��'
td Bd B 16 .w REPAIR, WERE ENCOUNTERED IN 10 OF THE 12 BORINGS PERFORMED IN THE BUILDING FOOTPRINT. AFTER THE
� Bd rid d tS g ff� f �y � ."wa�,3" ••, ..„„ ,a o,
u gg
EXISTING VEGETATION, TOPSOIL, AND OTHERWISE UNSUITABLE MATERIAL SHALL BE REMOVED AFTER r d ` j1 fff f " ^'w, �." PROOFROLLING OPERATION HAS BEEN COMPLETED AND THE SUBGRADE IS DETERMINED TO BE STABLE, SITE
ddd d B �
STRIPPING TOPSOIL. THE EXPOSED SUBGRADE SHALL BE PROOFROLLED WITH A LOADED DUMP TRUCK r� d8 ~ _ / '£f �` f ,ff,
ddd � `` GRADING SHALLPROCEEDIMMEDIATELY. THE PROOFROLLING OPERATION SHALL BE REPEATED WITH AT LEAST
dBd d .� Y, = t � �,"
`Bdd�d �t ?g '' f;` ;._z�., � '`` ` ONE PASS IN EACH DIRECTION IMMEDIATELY PRIOR TO PLACING AGGREGATE BASE COURSE.
OR SIMILAR PNEUMATIC TIRED VEHICLE (MINIMUM LOADED WEIGHT OF 20 TONS) UNDER THE �'x,
.... dt dB rid � "
OBSERVATION OF THE CTL. THE PROOFROLLING PROCESS SHALL CONSIST OF FOUR COMPLETE PASSES Bd dB 3? 30 ��_
dl rid d �'� � �"' y £ -", { � f � xx;^vx ,�, ,\
OF THE EXPOSED AREAS WITH TWO OF THE PASSES PERFORMED PERPENDICULARLY TO THE PRECEDING ,u d�d�Bd ddd Yw" ¢ £fib _ ��fF. d,"~x- e EXISTING UTILITIES SHALL BE REMOVED WHERE PRESENT BENEATH THE BUILDING FOOTPRINT. ABANDONED
PROOFROLL SHALL BE REPAIRED BY UNDERCUT AND UTILITY TRENCHES SHALL BE BACKFILLED WITH C
ONES. MATERIALS WHICH ARE UNSTABLE UNDER 00 d
.4~� � #� � f f � COMPACTED STRUCTURAL FILL, ABC STONE, OR WASHED
REPLACEMENT WITH COMPACTED STRUCTURAL FILL, USE OF A GEOTEXTILE WOVEN FABRIC, N dgdd�d d` d 4 ` I "� ' ��, k 0 � ' �� STONE (NCDOT#57).
dffl5rid td f d i z c� rn !
m(zr,mG/DRYING/RECOMPACTING, OR SOME COMBINATION OF THE ABOVE. MATERIALS ANTICIPATED TO rid t d
nn BE UNSTABLE UNDER PROOFROLL, PRIOR TO REPAIR, WERE ENCOUNTERED IN 17 OF THE 64 BORINGS t6��ed ` ddd 33
PERFORMED IN PAVEMENT AND BMP AREAS. AFTER THE PROOFROLLING OPERATION HAS BEEN d
E STABLE SITE GRADING SHALL PROCEED tsd`q �v ;vvp�°� �� sac"> `za r f `�
COMPLETED AND THE SUBGRADE IS DETERMINED TO B34
IMMEDIATELY. THE PROOFROLLING OPERATION SHALL BE REPEATED WITH AT LEAST ONE PASS IN EACH-
DIRECTION"✓M1
IMMEDIATELY PRIOR TO PLACING AGGREGATE BASE COURSE IN PAVEMENT AREAS. �``ddd t �~ , °<w,F,✓ `� •`'° �''s � � ,~- � ( �
t
-PLACE PROVIDED THEY DO NOT CONFLICT W;TH
EXISTING UTILITIES IN PAVEMENT AREAS MAY REMAIN IN
PROOFROLL. ABANDONED UTILITY
PROPOSED UTILITIES AND THE TRENCH BACKFILL IS STABLE UNDER P
ILLED WITH COMPACTED STRUCTURAL FILL, ABC STONE, OR WASHED STONE
N TRENCHES SHALL BE BACKF ,
i
(NCDOT #57 Bp Bfdwd i I i '`-
M PROPOSED� BBddff�� Bd qy� �� `�� r +, `:�� ti i .� � _: }`•
ON -SITE SOILS EXCAVATED FROM BELOW THE GPOUNDWATER TABLE (E.G. EXCAVATED FROM o dddd d��o
d
STORMWATER PONDS) WILL REQUIRE DRYING. CONTRACTOR SHALL PHASE CONSTRUCTION IN A MANNER 1,000 ddd;. d �9
EN SPACE FOR MECHANICAL DRYING AS INDICATED ON THE PLANS. ON -SITE SOILS
THAT PROVIDES OP
E MECHANICALLY DRIED WITHIN A REASONABLE TIME PERIOD, PROVIDED REASONABLE f� f-"f ,
THAT CANNOT B C�€BE. .�-
EFFORT TO MECHANICALLY DRY HAS BEEN PERFORMED, SHALL BE CHEMICALLY DRIED USING LIME OR
U _ J
O F LIME OR CEMENT SHALL BE DETERMINED BY CONTRACTOR AT TIME OF
CEMENT. THE RATE O
CONSTRUCTION BASED ON MATERIAL TYPE AND MOISTURE CONTENT. Vied d ;
'Ell
°aft d f,.,_ -°�• ,k; , `^�,.. �„my
� ".,. 4
STRUCTURAL FILL SHALL CONSIST OF: 1 SOILS WITH A USCS CLASSIFICATION OF SW, SP, SM, SC, OR 'd' ,, �� fa?,
1`., '�5, 4`*S
.�,° y4^*s, °t ,.•., h+ - ` 2f: L1 �\„ sue.",.~,» ,` ,''yi;.,, \,'• cu :C t
COMBINATION OF THESE 2 CONTAIN LESS THAN 3 PERCENT ORGANIC MATERIAL; 3) BE FREE OF ,�e�� ¢�
SOMECOmg
OT
HER DELETERIOUS MATERIALS` 4 HAVE A STANDARD PROCTOR DRY DENSITY OF AT LEAST 100 PCF;
k
4 .. ?'.® , d .« "`°q°.»r+''"'< ^.x. . "° :'fir "�e ..3 . � -:: '' z �. ,"...:. "^a i^,,,..,.,,., ,.,•-,.< �}h'r
E SIZE OF 3 INCHES H ES I N ANY DIMENSION.
AND 5) HAVE A MAXIMUM PARTICLE ACV
a i
RAL FILLS L
PLACE AND COMPACT STRUCTURAL FILL IN MAXIMUM 8 INCH LOOSE LIFTS. ALL STRUCTU HALL
\. °', ri .�. ®Bd. ''rg; '. *t: ti.. �� ' � � S _ -fr ���',.„R,>> >�,.- F, J3 §`'� .r= n t•- � �y
BE COMPACTED TO AT LEAST 95 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D
ILL MOI ,' d ....., r ENT. F ST RE _.^.. ...".. _
H SHALL BE INC �' `�... � ,, -^ . �, ..........._...._.,_._..�_ � ...,. 4 0. r
698 EXCEPT FOR THE FINAL 12 INCHES WH C
«: , ` `' R
i f dy i f
k- �i ., £
COMPACTION.
E MAINTAINED WITHIN 3 PERCENT OF OPTIMUM MOISTURE DURING COM
SHALL B ,`,',�,s.. _-�
-� `r' s:. h'� K"'!-°,?r„r '�"35 '„,q; ,, •s "`?'::.� , ."••<' /�d, fie,. F >,'e^� '.—� e
ab"....:..,CIAI C I .
-ArAnl TYDI`I IV RX(\/TD_L1 RfiA RY R011TINF .., ..,_.. .....,.., _.___......_ ._....... �l f a € ,.,.. .� Bt.
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GRADING LEGEND
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
0
CONTOUR
2
___.___.,..-_w �t5__-_._-.___
LINE
SPOT
C516.00
TC 516.00
70 516 � O 1
ELEVATIONS
BC 515.55
m�
STORM
STM
LABEL
#
- -- - - - - - -
STM = STORM SEWER
(`8
STORM
1'
MANHOLE
> ,
STORM
O
M£
CLEANOUT
CURB
MR
INLET
YARD
INLET
❑®
ON -SITE SOILS EXCAVATED FROM BELOW THE GROUNDWATER TABLE (E.G. EXCAVATED FROM PROPOSED
STORMWATER PONDS) WILL REQUIRE DRYING. CONTRACTOR SHALL PHASE CONSTRUCTION IN A MANNER THAT
PROVIDES OPEN SPACE FOR MECHANICAL DRYING AS INDICATED ON THE PLANS. ON -SITE SOILS THAT CANNOT
BE MECHANICALLY DRIED WITHIN A REASONABLE TIME PERIOD, PROVIDED REASONABLE EFFORT TO
MECHANICALLY DRY HAS BEEN PERFORMED, SHALL BE CHEMICALLY DRIED USING LIME OR CEMENT. THE RATE
OF LIME OR CEMENT SHALL BE DETERMINED BY CONTRACTOR AT TIME OF CONSTRUCTION BASED ON MATERIAL
TYPE AND MOISTURE CONTENT.
STRUCTURAL FILL SHALL CONSIST OF: 1) SOILS WITH A USCS CLASSIFICATION OF SW, SP, SM, SC, OR SOME
COMBINATION OF THESE; 2) CONTAIN LESS THAN 3 PERCENT ORGANIC MATERIAL; 3) BE FREE OF OTHER
DELETERIOUS MATERIALS; 4) HAVE A STANDARD PROCTOR DRY DENSITY OF AT LEAST 100 PCF; AND 5) HAVE A
MAXIMUM PARTICLE SIZE OF 3 INCHES IN ANY DIMENSION. OFF -SITE IMPORT STRUCTURAL FILL SHALL BE USED
IN THE FIRST STAGES OF BRINGING THE BUILDING PAD TO GRADE, WHILE THE ON -SITE MATERIALS ARE DRIED
AS INDICATED ON THE PLANS.
PLACE AND COMPACT STRUCTURAL FILL IN MAXIMUM 8-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 SHALL BE INCREASED TO 98 PERCENT. FILL MOISTURE SHALL BE
NIAINTAINED.INITHIN 3 PERCENT OF OPTIMUM MOISTURE DURING COMPACTION.
EXCAVATIONS WILL EXTEND THROUGH MATERALS THAT CAN TYPICALLY BE EXCAVATED' BY ROUTINE
EARTH -MOVING EQUIPMENT. EXCAVATIONS MAY EXTEND BELOW THE WATER TABLE. TEMPORARY DEWATERING
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.
SETTLEMENT PLATES SHALL BE INSTALLED DURING FILL PLACEMENT. REFER TO EXHIBIT Al IN THE OTB
DOCUMENTS FOR THE LOCATION AND DETAIL OF THE SETTLEMENT PLATES. ELEVATIONS AT THE PL PL
ATES A ES SHALL
BE MEASURED BY A LICENSED SURVEYOR IN THE STATE OF NORTH CAROLINA AT THE TIME OF INSTALLATION,
WEEKLY DURING FILLING AND FVFRY TWt) WFFK.q T11FI?FAFTFI? TWP nATF ns= RAI=Acl ID17R.MKIT Anln M M/ATInKI
REVISIONS
BY
NCDENR REVISIONS
7
5/18/16
BAB
NCDENR REVS/OTB REV
8
BAB
5/31 /16
NCDOT/NCDENR REVS
9
BAB
6/6/16
QA/QC, OTB REVISIONS
10
ATZ
6/20/16
NCDEQ REVISIONS
11
8/3/16
BAB
BID ADDENDUM 1
12
9/21 /16
BAB
13
NCDEQ REVISIONS
BAB
10/3/16
14
NCDEQ REVISIONS
BAB
10/19/16
DRAWN
BAB
CHECKED
MAT
DATE
7/11/14
SCALE
1 "=100'
JOB No.
NCC138078
SHEET
GENERAL NOTE:
S THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJI
X SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATI£
-_ SPECIFICATIONS
IONS OR APPLICABLE CODES IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECOR
C S
CITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITI
EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS A
FULL CONFORMANCE WITH LOCAL REG L ATIONS AND CODES.
C:\USERS\BBUCKLAND\APPDATA\LOCAL\TEMPIACPUBLISH_41521NCC138078SS5.DWG PRINTED BY: BBUCKLAND 10.19.16 @ 9:04 AM LAST SAVED BY: BBUCKLAND
3 WHEN PERFORMING GRADING OPERATIONS DURING PERIODS
332 33 {4 OF WET WEATHER, PROVIDE ADEQUATE DEWATERING,
DRAINAGE F.ND GROUND WATER MANAGEMENT TO CONTROL
" MOISTURE OF SOILS.
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.... .... ... .. .... .,..., .... .. , .. ,.....,.. ,.,. .. .. ...,,. .,�._: .....,. , , nv, �i; �,..._-n„i..:»,.-� ,/Y/.slm"YIOu/ /, F/! H/"P/wN/,:y."s / ...z=e,d✓%/.!//W.l✓r/,!✓.eN.(%>%//,ss,-FF,T"..-....+.:c- !rN//N/.(.//dF .z+:
REFER TO MASTER SITE SPECIFICATIONS"
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15
16 1 17
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IV
A
IN
GRADING LEGEND
EXISTING NO TE
TYPICAL NOTE TEXT
PROPOSED NOTE
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LINE
5
SPOT
Xi�m
FTC�_�51600
70 516 4 0W 5 16, 4
ELEVATIONS
rsdIP
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1!t
LABEL
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STM = STORM SEWER
m m mi[---MF7Mr7M
E)
STORM
MANHOLE
STORM
CLEANOUT
CURB
INLET
YARD
INLET
GRADING KEYNOTES (NOT ALL USED THIS SHEET)
SEE ROADWAY PLANS FOR FULL ROADWAY GRADING AND NOTES.
CONTRACTOR SHALL ENSURE 2% MAX CROSS SLOPE AND 5% RUNNING SLOPE FOR ADA
CROSSWALK/SIDEWALK AREAS, AND 2% MAX SLOPE IN ANY DIRECTION IN ALL ADA PARKING AREAS.
CURB TAPER. (SEE DETAIL SHEET.)
CONTRACTOR SHALL RELOCATE PIPE TO CENTERLINE OF NEWLY CONSTRUCTED DITCH.
PROPOSED PERMANENT BAFFLE FOR WETPOND. SEE DETAIL SHEET.
PROPOSED AREA TO MINE FOR FILL SOILS AND REPLACE AND STOCKPILE WITH UNUSABLE
SOILS AND TOPSOIL.
STORMWATER MANAGEMENT AND ACCESS EASEMENT (VARIABLE SIZE).
LEVEL SPREADER (40'WIDE) WITH ENGINEERED VEGETATEDFILTER STRIP (50, LONG).
PROP. GUIDE RAIL AND SAFETY FENCE.
CONTRACTOR TO INSTALL PERMANENT 15" RCP PIPE FOR CONTINUATION OF DITCH LINE.
INFILTRATION TRENCH (WITH PERFORATED PIPES) DUE TO NEARBY SHELLFISH WATERS.
@ RAISED PLANTER WITH SUBSURFACE INTERCEPTOR DRAIN SYSTEM.
PROP. TRENCH DRAIN WITH UNDERLYING 18" RCP PIPES TO TIE-IN TO DOWNSTREAM
STRUCTURE (REFER TO ACO PLANS).
n 14
PROP. GABI N BASKET WALL TO FORM FOREBAY.
(15' 0/v
POWSR.11V9,
A�
­AAL USE
ZONED RA
Ar
" x i
Z
*N
f "If '/ifg.
f TIC 34.77 "A
eI TC 3 .07
TC 3�
TC 34.92
TC 34.96 34.86
1/0
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TC M.
z
, yt, STM TC 3m4.89
TC 34.
N 351,000 TC B-5 BC 34.39
vy V lj� Rr 34.44 G 34.70
G 34.24
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B_
w G
V, G 34.24 U N 44
N/F It ;,117 ir
...... ....
THE COUNTY OF ONSLOW/T
�3'4'.92
D.B,, 1912 P.100 .00
C111 STM
M3�23 P19 B-4
-2.20%
E D U C A,11� 10 N A L U Sk,
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B-14
ZONLU IN-111 Im TIC 34.14
13 TC 33.58 G 34.24
V R
iENV
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ON OF EX. P
REMOVE PORTI I �PE
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AND DISCHARGE TO PROP. DITCH
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IC AKIV DnTCKITIAI nDAHMnIA1ATCD 40-11
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1
CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL
OF ANY EXISTING UTILITIES. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY.
2.
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
�Aqj
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY
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
SEE SHEETS:
APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST
-OR
C-5 NORTH SITE PLAN
EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACT TO
RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS
C-8 NORTH GRADING AND
SHOWN ON THE PLANS.
DRAINAGE PLAN
3.
ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
C-1 1 NORTH UTIL11-Y PLAN
4.
PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. .
C-14 NORTH LANDSCAPE PLAN
M
5.
STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: CLASS III RCP (AST M C76) WITH
>
RUBBER O-RING GASKETS TO FORM WATER -TIGHT CONNECTIONS.
Z
6.
EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.
K
0
7.
EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1'.
8.
PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1'INTERVALS.
9.
IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE
m
THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS
NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
0
r
10.
ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT
SEE SHEETS:
STRUCTURE IS WATERTIGHT.
C-4 SOUTH SITE PLAN
0
11.
ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL
C-7 SOUTH GRADING AND
>
HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE
FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER".
0
DRAINAGE PLAN
12.
THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR
C-10 SOUTH UTILITY PLAN
APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED
WITH CONSTRUCTION ACTIVITIES AND THE SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL
C-13 SOUTH LANDSCAPE PLAN
COMPLIANCE AND STORM WATER POLLUTION PREVENTION.
13.
CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A
SMOOTH FIT AND CONTINUOUS GRADE.
14.
CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL
AND PAVED AREAS.
15.
TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF
THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS,
WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A
Tr)Pr)('_PAPI­4Ir'. -qHP\/PV PV A PPrlqTPPPn i AmnqHPVP:V P TC) T14F OIAINIF=P F P PPVIPIA/
V P_ 0A A3
G 34.75 TC 34.81
A-15
u JO.1
I HP - TC 34.4b
G 34.86
TC 34.70
TC 33 90
N� (3 3357 TC 32.8:
TC 34.24
... ... .. ..........
TC 34.81 1
34 5
G 34.36
TC 33.
G 34. - TC 34.
34.49
Z.
u
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TC 33.,,
TIC 32.93 r ��7
a Idw,
Or
3
DEWATE]RING NOTE 16. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF
TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER.
WHEN PERFORMING GRADING OPERATIONS DURING PERIODS CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING
OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED.
DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL
MOISTURE OF SOILS.
17. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODE AND BE CONSTRUCTED
REFER TO MASTER SITE SPECIFICATIONS. TO SAME.
1 -1 8. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM
ALERT TO CONTRACTORa 1
INVERT IN TO INVERT OUT.
ALL GENERAL CONTRACTOR WORK TO BE COMPLE, L-L.8
(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE 19. CONTRACTOR TO ADJUST ANY EXISTING STRUCTURES TO PROPOSED GRADE IN ANY AREA OF
MILESTONE DATE IN PROJECT DOCUMENTS. PROPOSED GRADING.
NTAMINATION IS ENCOUNTERED IN C�;
. ...... .... ...
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'S RESPONSIBILITY TO TC 33.99 &
T S AREA, IT IS GC
W
7
TC 34.66
BTAIN ANY NECESSARY PEW 1 a milu
9 7
MA E CONTAMINATION ACCORDIN(3LY.,qx,,,
TIC 34.9-4
34.06,-� N,
G 34.31
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C 34 75
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/W
MARY & RIM L_
B-11
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STIM RESIDENTIAL USE
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D3.1572 P�624
HP,14.14 �J? "PA", R C E L "AN
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RESIDENT'
G 34.5 ZONED B-1
HP - TC 34
34.
TM
'PAS
PROP. TRAPEZOIDAL ff'PASS DITCH
4�_
Rol MO.,
(21 SIDE SLOPES WITH 5'WIDE BOTTOM)
N...................
N
------- WIDE MOUNTABLE CU J.
(10 ........................
THE COUN"Iff OF ONSLOW
I PROP PERM. 2'TALL
D3.1912 P.100 RIP -RAP CHECK DAM
...................
................................
HE'S I
............
VB�23 P19
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21 W RAATrW PY 4.L ......... I.
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% 00
G
HP 2.14
3132
k
TOP OF POND = 32.25'
BOTTOM OF POND = 13.0'
GENERAL NOTE: PERMANENT POOL = 29.0'
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO AREA TREATED = 451,365 SF (INCLUDING
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN ADDITIONAL IMP. AREA FROM ROAD WORK)
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN DESIGN CRITERIA: 90% TSS REMOVAL,
nFs. %I -YR STORM
C:\USERS\BBUCKLANDXAPPDATAkLOCAL�TEMP\ACPUBLISH A152\NCC138078SS5.DWG PRINTED BY! SBUCKLAND 10.19.16 @ 9:04 AM LAST SAVED BY: BBUCKLAND
N
w
E
60 30
15 0
60
imams
PIPE
FROM
FROM INV
TO
TO INV
DIAMETER
SLOPE
PIPE LENGTH
MATERIAL
11-12
1-1
28.62
1-2
28.24
18"
0.50%
753T
RCP
12-13
1-2 1
28.14
1-3
28.00
18"
0.51%
27.54'
RCP
21-24
2-1
29.10
2-4
29.10
12"
0.00%
55.00'
RCP
21-22
2-1
29.00
2-2
27.92
158
0.96%
112.18'
RCP
22-23
2-2
27.82
2-3
26.64
15"
1.18%
100.16,
RCP
31-32
3-1
2&88
3-2
28.88
12'
0.00%
76.00'
RCP
31-CBC.3
3-1
28.88
CB-C3
26.80
15'
0.92%
225.T
RCP
AI-OUTA
A-1
24.40
OUT A
23.87
36"
0.50%
106.27-
RCP
A2-Al
A-2
24.72
A-1
24.50
36"
0.50%
4364'
RCP
A3-A2
A-3
25.31
A-2
24.82
30"
0.50%
97.85'
RCP
A4-A3
A4
25.84
A-3
25.41
3011
0,51%
85.00'
RCP
A5-A4
A-5
26.81
A-4
25.94
30"
0.50%
173.00'
RCP
124.74'
RCP
ATA6
A-7
27.95
A-6
27.63
30"
0.50%
64.46'
RCP
A8-A7
A-8
28.36
A-7
28.05
30"
0.51%
61.33'
RCP
A9-A8
A-9
31.20
A-8
30.10
121
100%
109.79'
HDPE
A10-Al
A-10
29.90
A-1
29.00
18"
1.07%
83.81'
RCP
All-A10
A-11
30.35
A-10
30.00
1T
1.10%
31.78'
HDPE
1181
3.99%
85.67'
A13-A8
A-13
29.23
A-8
28.46
24-
0.50%
154.51'
RCP
A14-A13
A-14
29.84
A-13
29.23
18,
0.50%
122.00'
RCP
A15-A14
A-15
29.89
A-14
29.84
18,
0.51%
9.00,
RCP
B1-OUTB
B-1
25.93
OUT B
25.50
30"
1 0.82%
52.43'
RCP
B2-BI
B-2
26.23
B-1
26.03
30"
0.56%
35.99
RCP
B3-B2
B-3
27.
B-2
26.33
3011
0.50%
147.09
RCP
B4-B3
B-4
27.74
B-3
27.17
24"
0.50%
113.52'
RCP
B5-B4
B-5
28.24
B4
Z
bb-bb
m
zu'll
B-5
28.34
240
0.50%
154.32'
RCP
01-00
D-1
t.U.01-
D_u
4U.f 1
10
v.1)u to
122.00'
RCP
B8-B1
B-8
29.25
B-1
28.35
18,
1.00%
90.21'
RCP
B9-B8
B-9
29.80
B-8
29.35
15"
1.01%
44.73'
RCP
B10-B8
B-10
30.35
B-8
30.00
10,
1.01%
34.68'
HDPE
-11,
29.46
B-2
28.60
15"
1.01%
85.57'
RCP
B1 2-133
B-12
27.60
B-3
27.17
18,
t01%
42.62'
RCP
18,
1.01%
52.37'
RCP
B14-B13
B-14
28A3
B-13
28.33
15',
1,05%
9,50'-
RCP
B15-B5
B-15
31.03
B-5
30.75
12'
0.82%
33.86'
HDPE
B`16-B15
B-16
31-
_5
12'
0.82%
57.66'
HDPE
C1_OUTc
C-1
25.30
OUT C
25.00
18'
1.15%
26.00'
RCP
C2-C1
C-2
25.90
C-1
25.40
IT
0.54%
92;34'
RCP
C3-C2
C-3
27.00
C-2
26.00
18"
1.01%
98.99,
RCP
D1-OUTD
D-1
26.80
OUT D
2 6.65
24!
0.67%
22 .4 8'
RCP
D2-DI
D-2
27.32
D-1
26,80
16"
0.50%
104. 87'
RCP
D3-D2
D-3
28.52
D-2
27.32
15'
0.50%
242.32'
RCP
D4-D3
DA
29.00
D-3
28.62
12w
1.00%
38.01'
HDPE
EI-OUTE
E-1
26.80
OUT E
26.68
24"
0.50%
24.07'
RCP
E2-E1
E-2
28.27
E-1
28.18
18,
0.53%
16.97'
RCP
E3-E2
E-3
29.09
E-2
1 28.27
18"
0.50%
162.75'
RCP
E4-E3
E4
29.35
E-3
29.09
IT
0.51%
51.31'
RCP
FI-OUTF
F-1
27.25
OUT F
27.00
15"
1.19%
21.00'
RCP
GI-OUTG
G-1
26.80
OUT G
26.68
18,
0.50%
24.07'
RCP
RSI-11
RS-1
29.00
1-1
28.72
118'
0.51%
54.98-
RCP
RS2-21
RS-2
29.25
2-1
29.10
15"
0.59%
25.38'
RCP
RS3-31
RS-3
29.00
3-1
28.88
15,
1 0.53%
1 22,69'
RCP
STORM STRU4f,__11TURE SCHEDULE
NAME
TYPE
RIM ELEV.
INVERTS
1-1
NCDOT STD MANHOLE
31.27'
INV IN = 28.72'
INV OUT = 28.62'
1-2
NCDOT STD MANHOLE
30.93'
INV IN = 28.M
INV OUT = 28.14'
1-3
ENDWALL
29.71'
INV IN = 28.00'
INV IN = 29.10'
2-1
NCDOT STD 6MANHOLE W/ 18"TALL WEIR FLOW SPUTTER
32.02'
INV OUT = 29.00'
INV OUT = 29.10'
2-2
NCDOT STD MANHOLE
32.50'
INV IN = 27.92'
INV OUT = 27.82'
2-3
CONVERT EXISTING STORM STRUCTURE TO MANHOLE
32.20'
INV IN = 26.64'
INV IN = 26,64'
2-4
CLEANOUT
32,77'
INVIN=29,10'
INV IN = 28.89
3-1
NCDOT STD 5'MANHOLE W1 18" TALL WEIR FLOW SPUTTER
31.80'
INV OUT = 28W
INV OUT = 28.88'
3-2
CLEANOUT
32.OT
INV IN = 28.88'
INV IN = 24.50'
A-1
NCDOT STD CURB INLET
33.36'
INV IN = 29.00'
INV OUT = 24.40'
INV IN = 24.82'
A-2
NCDOT STD MANHOLE
34.10'
INV IN = 26.56
INV OUT = 24.72'
A-3
NCDOT STD CURB INLET
33,60'
INV IN = 25.41'
INV OUT = 25.31'
A-4
NCDOT STD CURB INLET
33.OU
INV IN = 25.94'
INV OUT = 25.84'
A-5
NCDOT STD CURB INLET
33.26
INV IN = 26.91'
INV OUT = 26.81'
A-6
NCDOT STD CURB INLET
33.11'
INV IN = 27.63'
INV OUT = 27.53'
A-7
NCDOT STD MANHOLE
34.62'
INV IN = 28,05'
INV OUT = 27.95
INVIN=30,10'
A-8
SIPHONIC MANHOLE
34.71'
INV IN = 28.46
INV OUT = 28.36'
A-9
VESTIBULE ROOF LEADER
34.7T
INV IN = 31.20
A-10
NCDOT STD CURB INLET
33.60'
INV IN = 30.00'
INV OUT = 29.90'
A-11
TRUCK WELL DRAIN
INV OUT = 30.36
A-12
SIPHONIC MANHOLE
34.91'
INV OUT = 30.00'
A-13
DBL NCDOT STD GRATE INLET
32.11'
INV IN = 29.23'
INV OUT 29.23'
A-14
NCDOT STD CURB INLET
32.25'
INV IN = 29.84'
INV OUT 29.84'
NCDOT a I DCURD IINLr- I
U.au
IN v uu I Lulozy
INV IN = 26.03'
B-1
NCDOT STD CURB INLET
33,00'
INV IN = 28.36
INV OUT = 25.93'
INV IN = 26.33!
B-2
NCDOT STD MANHOLE
33.54'
INV IN = 28.60'
INV OUT = 26.23'
INV IN = 27.17'
B-3
SIPHONIC MANHOLE
34.26'
INV IN = 27.17'
INV OUT = 27.07'
B-4
SIPHONIC MANHOLE
34.2e
INV IN = 27.84'
INV OUT = 27.74�
INV IN = 30.75'
B-5
NCDOT STD MANHOLE
34.35'
INV IN = 28.34'
INV OUT = 28.24'
B-6
DBL NCDOT STD GRATE INLET
33.25'
INV IN = B11'
INV OUT = 29.1 V
B-7
DBL NCDOT STD GRATE INLET
33.26
INV OUT = 29.82'
INV IN = 30.00'
B-8
NCDOT STD MANHOLE
34,49
INV IN = 29.35'
INV OUT = 29.25'
B-9
DBL NCDOT STD GRATE INLET
33.30'
INV OUT = 29.80'
B-10
TRUCK WELL DRAIN
INV OUT = 30.35'
B-11
NCDOT STD CURB INLET
32.74'
INV OUT = 29.46'
B-12
NCDOT STD MANHOLE
33.23'
INV IN = 27.70'
INV OUT = 27.60'
B-13
NCDOT STD CURB INLET
31.75'
INV IN = 28.33'
INV OUT = 28,23'
B-14
NCDOT STD CURB INLET
31.75'
INV OUT = 28.43'
INV IN = 31.03'
B-15
CLEANOUT
34.84'
INV IN = 31.03'
INV OUT = 31.03'
B-16
VESTIBULE ROOF LEADER
INV IN = 31.50'
.7
INV OUT = 31.50'
C-1
NCDOT STD CURB INLET
31.25'
INV IN = 25.40'
INV OUT = 25.30'
C-2
NCDOT STD MANHOLE
32.97'
INV IN = 26.09
INV OUT = 25.90'
C-3
DBL NCDOT STD CURB INLET
31.47'
INV OUT = 27.00'
CB-C3
DOGHOUSE NCDOT 840.02
19
D-1
NCDOT STD CURB INLET
31.26
INV IN = 26.80'
INV OUT 26.80'
D-2
NCDOT STID CURB INLET
32.26
INV OUT 27.32'
D-3
NCDOT STD CURB INLET
31.80'
INV IN = 28.62'
INV OUT = 28.52'
D-4
FUEL CANOPY DRAIN
32.8T
INV OUT = 29.00'
E-1
NODOT STD CURB INLET (5X5 BOX)
31,26'
INV IN = 28.18'
INV OUT = 26.80'
E-2
NCDOT STD MANHOLE
31AT
INV IN = 28.27'
INV OUT = 28.2T
E-3
NCDOT STD GRATE INLET
32.96
INV IN = 29.09'
INV OUT = 29.09
E-4
NCDOT STD GRATE INLET
33.02
INV OUT = 29.36
F-1
NCDOT STD CURB INLET
31.25'
INV OUT = 27.25'
G-1
NCDOT STD CURB INLET
31.26
INV OUT = 26.80'
OUT A
ENDWALL
OUT B
ENDWALL
2U
Py 4� 250 _T1 I
ft,
OUT C
ENDWALL
2 1
IN 25.0(d
OUT D
ENDWALL
291'!
INV IN 26.66
CUTE
ENDWALL
30.81'
INV IN 26.ff
OUT F
ENDWALL
24.16
INV IN 27.00'
OUT G
ENDWALL
28.71'
INV IN 26.68'
RS-1
RISER STRUCTURE
31.66
INV OUT = 29.00'
RS-2
RISER STRUCTURE
30.69'
INV OUT = 29.25'
RS-3
RISER STRUCTURE
30.44'
INV OUT = 29.00'
R r-%
EVISIONS
BY
NCDENR REVISIONS
7
BAB
5/18/16
8
NCDENR REVS/OTB REV
BAB
5/31/16
NCDOT/NCDENR REVS
9
BAB
6/6/16
QA/QC, OTB REVISIONS
10
ATZ
6/20/16
NCDEQ REVISIONS
11
18/3/16
BAB
BID ADDENDUM I
12
BAB
9/21/16
NCDEQ REVISIONS
13
BAB
10/3/16
NCDEQ REVISIONS
14
BAB)
mm
10/19/16
DRAWN
BAB
CHECKED
MAT
DATE
7/11/14
SCALE
1 11=60'
JOB No.
NCC138078
SHEET
F�"

IV
C
10
19
G
1
J
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DEWATERING NOTE,
WHEN PERFORMING GRADING OPERATIONS DURING PERIODS
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p DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL
C'.���1��UNI�ATION
MOISTURE OF SOILS.
REFER TO MASTER SITE SPECIFICATIONS.
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STM ALL GENERAL CONTRACTOR WORK TO BE COMPLETED
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1 = (EARTHWORK, AND FINAL GRADING BY THE
� MILESTONE DATE IN PROJECT DOCUMENTS.
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STORM SEWER PIPE SCHEDULE
PIPE
FROM
FROM INV
TO
TO INV
DIAMETER
SLOPE
PIPE LENGTH
MATERIAL
11-12
1-1
28.62
1-2
28.24
18"
0.50%
75.37'
RCP
12-13
1-2
28.14
1-3
28.00
18"
0.51%
27.54'
RCP
21-24
2-1
29.10
2-4
29.10 1
12"
0.00%
55.00'
RCP
21-22
2-1
29.00
2-2
27.92 1
15"
0.96%
112.18'
RCP
22-23
2-2
27.82
2-3
26.64
15"
1.18%
100.16'
RCP
31-32
3-1
28.88
3-2
28.88
12"
0.00%
76.00'
RCP
31-CBC3
3-1
28.88
CB-C3
26.80
15"
0.92%
225,50'
RCP
AI-0UTA
A-1
24.40
OUT
23.87
36"
0.50%
106.2T
RCP
A2-A1
102
24.72
A-1
24.50
36"
0.50%
43.64'
RCP
A3-A2
A-3
25.31
A-2
24.82
30"
0,50%
97.85
RCP
A4-A3
A-4
25.84
A-3
25.41
30"
0.51%
85.00'
RCP
A5-A4
A-5
26.81
A4
25.94
30"
0.50%
173.00'
RCP
A6-A5
A-6
27.53
11-5
26.91
30"
0.50%
124.74'
RCP
ATA6
A-7
27.95
A-6
27.63
30"
0.50%
64.46'
RCP
A8-A7
A-8
28.36
A-7
28.05
30"
0.51%
61.33'
RCP
A9-A8
A-9
31.20
A-8
30.10
12"
1.00%
109.79
HDPE
A10-Al
A-10
29.90
A-1
29.00
18"
1.07%
83,81'
RCP
All-A10
A-11
30.35
A-10
30.00
10"
1.10%
31.78'
HDPE
Al2-A2
A-12
30.00
A-2
26.58
18"
3.99%
85.67'
RCP
A13-A8
A-13
29.23
A-8
28.46
24%
02%
154.51'
RCP
A14-A13
A-14
29.84
A-13
29.23
18"
0.50%
122.00'
RCP
A15-A14
A-15
29.89
A-14
29.84
18"
0.51%
9.00,
RCP
B1-OUTB
B-1
25.93
OUT B
25.50
1 30"
0.82%
52.43'
RCP
B2-131
B-2
26.23
B-1
26.03
30"
0.56%
35.99
RCP
B3-B2
B-3
27.07
B-2
26.33
30"
0.50%
147.09'
RCP
B4-B3
B-4
27.74
B-3
27.17
24"
0,50%
113.52'
RCP
B5-B4
B-5
28.24
B-4
27.84
24"
0.51%
78.73'
RCP
B6-B5
B-6
29.11
B-5
28.34
24"
0.50%
154.32'
RCP
B7-B6
B-7
29.82
B-6
29.21
18"
0.50%
122.00'
RCP
B8-B1
B-8
29.25
B-1
28.35
18"
1.00%
90.21'
RCP
B9-B8
B-9
29.80
B-8
29.35
15"
1,01%
44.73'
RCP
B10-B8
B-10
30.35
B-8
30.00
10"
1.01%
34.68'
HDPE
B11-132
B-11
29.46
B-2
28.60
15"
1.01%
85.57'
RCP
B12-B3
B-12
27.60
B-3
27.17
18"
1.01%
42.62'
RCP
B13-B12
B-13
28.23
B-12
27.70
18"
1.01%
52.37'
RCP
B14-B13
B-14
28.43
B-13
28.33
15"
1.05%
9.50'
RCP
B15-B5
B-15
31.03
B-5
30.75
12"
0.82%
33.86'
HDPE
616-615
B-16
31.50
B-15
31.03
12"
0.82%
57.66'
HDPE
Cl-OUTC
C-1
25.30
OUT C
25.00
18"
1.15%
26.00'
RCP
C2-Cl
C-2
25.90
C-1
25.40
18"
0,54%
92.34'
RCP
C3-C2
C-3
27.00
C-2
26>00
18"
1.01%
98.99'
RCP
D1-OUTD
D-1
26.80
OUT D
26.65
24"
0,67%
22.48'
RCP
D2-D1
D-2
27.32
D-1
26.80
15"
0.50%
104,8T
RCP
D3-D2
D-3
28.52
D-2
27.32
15"
0.50%
242.32'
RCP
D4-D3
DA
29,00
D-3
28.62
12"
1.00%
38.01'
HDPE
El-OUTE
E-1
26.80
OUT E
26,68
24"
0.50%
24,07'
RCP
E2-El
E-2
28.27
E-1
28.18
18"
0.53%
16.97'
RCP
E3-E2
E-3
29.09
E-2
28.27
18"
0.50%
162.76
RCP
E4-E3
E-4
29.35
E-3
29.09
18"
0.51%
51.31'
RCP
F1-OUTF
F-1
27.25
OUT F
27.00
15"
1.19%
21.00'
RCP
G1-OUTG
G-1
26.80
OUT G
26.68
18"
0.50%
24.07'
RCP
RS1-11
RS-1
1 29.00
1.1
28,72
IT
0,51%
54.96
RCP
RS2-21
RS-2
29.25
2-1
29.10
15"
0.59%
25.38'
RCP
RS3 31
RS-3
29.00
3-1
28.88
15"
0.53%
1 22.69'
LRCP
GENERAL NOTE:
S THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJI
X SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATII
SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECOR
UTING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITI
EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS A
FULL CONFORMANCE WITH ! nra1 RFr,ULATIONS AND CODES.
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GRADING NOTES
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1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL
OF ANY EXISTING UTILITIES. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY.
2. 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 UTILITY
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 WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS
SHOWN ON THE PLANS.
3. ALL CUT OR FILL 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: CLASS III RCP (ASTM C76) WITH
RUBBER O-RING GASKETS TO FORM WATER -TIGHT CONNECTIONS.
6. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND:DEBRIS.
7. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1'.
8. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT T 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.
11. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL
HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE
FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER
12, THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR
APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED
WITH CONSTRUCTION ACTIVITIES AND THE SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL
COMPLIANCE AND STORM WATER POLLUTION PREVENTION.
13, CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A
SMOOTH FIT AND CONTINUOUS GRADE.
14. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL
AND PAVED AREAS.
15. TOPOGRAPHIC INFORMATION IS FAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF
THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS,
WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A
TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW.
16. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF
TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER.
CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING
SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED.
17, CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODE AND BE CONSTRUCTED
TO SAME.
18, ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM
INVERT IN TO INVERT OUT.
19, CONTRACTOR TO ADJUST ANY EXISTING STRUCTURES TO PROPOSED GRADE IN ANY AREA OF
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ELEVATIONS
-KC516.001
BC 515.55
STORMI$
STM
LABEL
#
--' -- --- '--- -- ---M ""-"- ---
STM = STORM SEWER
STORM
MANHOLE
-1
STORM
O
CLEANOUT
CURB
INLET
0
YARD
INLET
FR
H,, 7 P.17 1 q�
s
R SIDE IAL. USE
� t
I s
I4\
GRADING KEYNOTES (NOT ALL USED THIS SHEET_
OSEE ROADWAY PLANS FOR FULL ROADWAY GRADING AND NOTES.
OCONTRACTOR SHALL ENSURE 2% MAX CROSS SLOPE AND 5% RUNNING SLOPE FOR ADA
CROSSWALK/SIDEWALK AREAS, AND 2% MAX SLOPE IN ANY DIRECTION IN ALL ADA PARKING AREAS.
OCURB TAPER. (SEE DETAIL SHEET.)
OCONTRACTOR SHALL RELOCATE PIPE TO CENTERLINE OF NEWLY CONSTRUCTED DITCH.
PROPOSED PERMANENT BAFFLE FOR WETPOND. SEE DETAIL SHEET.
OPROPOSED AREA TO MINE FOR FILL SOILS AND REPLACE AND STOCKPILE WITH UNUSABLE
SOILS AND TOPSOIL.
OSTORMWATER MANAGEMENT AND ACCESS EASEMENT (VARIABLE SIZE).
@/ LEVEL SPREADER (40' WIDE) WITH ENGINEERED VEGETATED FILTER STRIP (50' LONG).
OPROP. GUIDE RAIL AND SAFETY FENCE.
10 CONTRACTOR TO INSTALL PERMANENT 15" RCP PIPE FOR CONTINUATION OF DITCH LINE.
11 INFILTRATION TRENCH (WITH PERFORATED PIPES) DUE TO NEARBY SHELLFISH WATERS.
12 RAISED PLANTER WITH SUBSURFACE INTERCEPTOR DRAIN SYSTEM.
13 PROP. TRENCH DRAIN WITH UNDERLYING 18" RCP PIPES TO TIE-IN TO DOWNSTREAM
STRUCTURE (REFER TO ACO PLANS).
14 PROP. GABION BASKET WALL TO FORM FORE BAY.
TOP OF POND = 31 .75'
BOTTOM OF POND = 1 9.0'
r
PERMANENT POOL = 29.25'
pill
AREA TREATED = 156,200 SF
DESIGN CRITERIA: 90% TSS REMOVAL,
1-YR STORM
I
FOR FULL ROADWAY WIDENING
i
AND IMPROVEMENT DESIGN, SEE
i1
1 c,
€
ROADWAY IMPROVEMENT PLANS
s
PROP.
I it
ACCE
EASEM
11
0.41
it
�c €
1r
STORM STRUCTURE SCHEDULE
NAME
TYPE
RIM ELEV.
INVERTS
1-1
NCDOT STD MANHOLE
31.27'
INV IN = 28.72'
INV OUT = 28,62'
1-2
NCDOT STD MANHOLE
30.98'
INV IN = 28.24'
INV OUT = 28.14'
1-3
ENDWALL
29.71'
INV IN = 28.00'
INV IN = 29.10'
2-1
NCDOT STD 5' MANHOLE W/ 18" TALL WEIR FLOW SPUTTER
32.02'
INV OUT = 29.00'
INV OUT = 29.10'
2-2
NCDOT STD MANHOLE
32.50'
INV IN = 27.92'
INV OUT = 27.82'
2-3
CONVERT EXISTING STORM STRUCTURE TO MANHOLE
32.20'
INV IN = 26.64'
INV IN = 26.64'
2-4
CLEANOUT
32.77'
INV IN = 29.10'
INV IN = 28.88'
3-1
NCDOT STD F MANHOLE W/ 18" TALL WEIR FLOW SPLITTER
31.80'
INV OUT = 28.88'
INV OUT = 28.88'
3.2
CLEANOUT
32.07'
INV IN = 28.88'
INV IN = 24.50'
A-1
NCDOT STD CURB INLET
33.36'
INV IN = 29.00'
INV OUT = 24.40'
INV IN = 24.82'
A-2
NCDOT STD MANHOLE
34.10'
INV IN = 26.58'
INV OUT = 24.72'
A-3
NCDOT STD CURB INLET
33.60'
INV IN = 25.41'INV
OUT = 25,31'
A4
NCDOT STD CURB INLET
33.00'
INV IN = 25.94'
INV OUT = 25.84'
A-5
NCDOT STD CURB INLET
33.25'
INV IN = 26.91'
INV OUT = 26.81'
A-6
NCDOT STD CURB INLET
33.11'
INV IN = 27,63'
INV OUT = 27.53'
A-7
NCDOT STD MANHOLE
34 62'
INV IN = 28.05'
INV OUT = 27.95'
INV IN = 30.10'
A-8
SIPHONIC MANHOLE
34.71'
INV IN = 28.46'
INV OUT = 28.36'
A-9
VESTIBULE ROOF LEADER
34 77'
INV IN = 31.20'
INV OUT = 31.20'
A-10
NCDOT STD CURB INLET
33 60'
INV IN = 30.00'
INV OUT = 29.90'
A-11
TRUCK WELL DRAIN
INV OUT = 30.35'
A-12
_
SIPHONIC MANHOLE
34,91'
INV OUT = 30.00'
A-13
DBL NCDOT STD GRATE INLET
32.11'
INV IN = 29.23'
INV OUT = 29,23'
A-14
NCDOT STD CURB INLET
32,25'
INV IN = 29.84'
INV OUT = 29.84'
A-15
NCDOT STD CURB INLET
32.30'
INV OUT = 29.89'
INV IN = 26.03'
B-1
NCDOT STD CURB INLET
33.00'
INV IN = 28.35'
INV OUT = 25.93'
INV IN = 26.33'
B-2
NCDOT STD MANHOLE
33.54'
INV IN = 28.60'
INV OUT = 26.23'
INV IN = 27.17'
B-3
SIPHONIC MANHOLE
34.26'
INV IN = 27.17'
INV OUT = 27,07'
B-4
SIPHONIC MANHOLE
34 28'
INV IN = 27.84'
INV OUT = 27,74'
INV IN = 30.75'
B-5
NCDOT STD MANHOLE
34.35'
INV IN = 28,34'
INV OUT = 28.24'
B-6
DBL NCDOT STD GRATE INLET
33.25'
INV IN = 29.21'
INV OUT = 29.1 V
B-7
DBL NCDOT STD GRATE INLET
33.26'
INV OUT = 29.82'
INV IN = 30.00'
B-8
NCDOT STD MANHOLE
34.49'
INV IN = 29.35'
INV OUT = 29.25'
B-9
DBL NCDOT STD GRATE INLET
33.30'
INV OUT = 29.80'
B-10
TRUCK WELL DRAIN
INV OUT = 30.35'
B-11
NCDOT STD CURB INLET
32.74'
INV OUT = 29.46'
B-12
NCDOT STD MANHOLE
33 23'
INV IN = 27.70'
INV OUT = 27.60'
B-13
NCDOT STD CURB INLET
31.75'
INV IN = 28.33'
INV OUT = 28.23'
B-14
NCDOT STD CURB INLET
31.75'
INV OUT = 28.43'
INV IN=31.03'
B-15
CLEANOUT
34.84'
INV IN = 31.03'
INV OUT = 31,03'
B-16
VESTIBULE ROOF LEADER
34 77'
INV IN = 31.5V
INV OUT = 31.50'
C-1
NCDOT STD CURB INLET
31.25'
INV IN = 25.40'
INV OUT = 25.30'
C-2
NCDOT STD MANHOLE
32.97'
IN`/ IN = 26.00'
INV OUT = 25.90
G3
DBL NCDOT STD CURB INLET
31.47'
INV OUT = 27.00'
CB-C3
DOGHOUSE NCDOT 840.02
30.66'
INV IN = 26.80'
D-1
NCDOT STD CURB INLET
31.26'
INV IN = 26.80'
INV OUT = 26.80'
D-2
NCDOT STD CURB INLET
32.25'
INV IN = 27.32'
INV OUT = 27.32'
D-3
NCDOT STD CURB INLET
31.80'
INV IN = 28.62'
INV OUT = 28.52'
D-4
FUEL CANOPY DRAIN
32.83'
INV OUT = 29.00'
E-1
NCDOT STD CURB INLET (5X5 BOX)
3126'
INV IN = 28,18'
INV OUT = 26.80'
E-2
NCDOT STD MANHOLE
31.47'
INV IN = 28.27'
INV OUT = 28.27'
E-3
NCDOT STD GRATE INLET
32.95'
INV IN = 29.09'
INV OUT = 29.09'
E-4
NCDOT STD GRATE INLET
33.02'
INV OUT = 29.35'
F-1
NCDOT STD CURB INLET
31.25'
INV OUT = 27.25'
G-1
NCDOT STD CURB INLET
31.26'
V
OUT A
ENDWALL
V%
= 23,8T
OUT B
ENDWALL
9'N
OUT C
ENDWALL
INV IN = 25.00,
OUT D
ENDWALL
OUT E
ENDWALL
30.81'
INV IN = 26.68'
OUT F
ENDWALL
24.15'
INV IN = 27.00'
OUT G
ENDWALL
28.71'
INV IN = 26.68'
RS-1
RISER STRUCTURE
31.66'
INV OUT = 29.00'
RS-2
RISER STRUCTURE
30.69'
INV OUT = 29.25'
RS-3
RISER STRUCTURE
30.44'
INV OUT = 29.00'
REVISIONS
BY
NCDENR REVISIONS
7
5/18/16
BAB
8
NCDENR REVS/OTB REV
BAB
5/31 /16
9
NCDOT/NCDENR REVS
BAB
6/6/16
QA/QC, OTB REVISIONS
10
6/20/16
ATZ
11
NCDEQ REVISIONS
BAB
8/3/16
12
BID ADDENDUM 1
BAB
9/21 /16
13
NCDEQ REVISIONS
BAB
10/3/16
NCDEQ REVISIONS
14
10/19/16
BAB
APPROVED .
CONSTRUCTIO
THE STATE OF NORTH CAROLINA REQUIRES NOTIFICATION
BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING
TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE
STATE.
CALL - 811
BOHLER
ENGINEERING
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
www.BohlerEngineenng.com
C:\USERS\BBUCKLANDINPPDATA\LOCAL\TEMPIACPUBLISH_41521NCC138078SS5.DWG PRINTED BY: BBUCKLAND 10.19.16 @ 9:05 AM LAST SAVED BY: BBUCKLAND

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STM
DRAINAGE AREA 3 - BMP #3
....................................
.. ............... ...................... J� V 11,
It -------
... ..... . .............
I U I AL AKtA 160,000 or &
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1PERVIOUS AREA 123,910 S
N
PERVIOUS AREA 36,090
-------- --- ", 2"
........... .... ........ .. - ...... ..... ..
C VALUE: 0.77 .... .. ... ........ I Xx
........... ....... .. . ...........
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COMMERCIAL USE
HAMM K BEACH RD RESULTS IN NET INCREASE OF 11v 351,236
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.......... ........... - ..........
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OF IMPERV
+31,400 SF IOUs AREA, WATER QUALITY
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TREATMENT FOR THE EXCESS RUNOFF FROM THIS
THE COUNT`f OF ONSLOW
..........
. ... . ....... . ........... .......... . ... . . . ................ ... ..... ...
D.B. 1912 P,100
7 ..... ....... ....... .......
IMPERVIOUS AREA TO BE PROWIDED IN WET POND 1.
..........
M,,13�23 P. 19
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BMP #2
......... ....... �/ . ..... ....
X DRAINAGE AREA 2
AL M,,B�37 P19
; I I 1 ..1.1.1. - /1.1.111, ..........
TOTAL AREA 128,200 SF
x
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. ...... ............... . .
IMPERVIOUS AREA =98,200 S
ZONED B-1
RESIDENTIAL USE
/K 11' F
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PERVIOUS AREA 30,000 SF
<
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C VALUE: 0.76
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K, "y" X
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THE COUNTf OF ONSLOW
D31912 P-100
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THE COUN11),(� OF ONSLOW
D-131912 P100
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EDUCATIONAL USE
ZONED RA
IT IS THE RESPONSIBILITY OF THE CONTRACTOR T 0 REVIEW ALL OF HE DRAWINGS AND SPECIFICAT IONS ASSOCIAT ED WITH T HIS PROJECT
TIVETO
E
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELA I
T HE SPECIRCAT IONS OR APPL;CABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY -1 HE PROJECT ENGINEER OF RECORD IN
I E
WRITING PRIOR TO T HE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUT
DIN
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY T HE DRAWINGS AN
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DRAINAGE AREA 1 - BMP #1
TOTAL AREA = 479,365 SF
ON -SITE AREA = 446,000 SF
OFF -SITE AREA = 33,365 SF
MPERVIOUS AREA 384,765,E
PERVIOUS AREA 94,600 SF
C VALUE: 0.79
..........
g
N/F
SBORO INVES DRS, 111-ff,
1-10 �7
.... .........
D.BAK0196 P-345
N/F
RESULI'ANT It
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M3,67 PJ79
RESIDENTIAL USE
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ZONED B-4
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SIPHONIC MANHOLE STRUCTURES
X
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x
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X DO NOT PICK U` SURFACE RUNOFF
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NTIAL USE
X 2
x
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A_
-----------
I It
-------------
IN
S,__, FS 7
....... .....
41 ...... ....... ..........
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...........
.....................
.............
.................
.............
A ...... ................ .......
N
..........
.........................
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........... 7 ..............
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404
24 f .........
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01 or
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.. ... ... .... . .........
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-------- W, 1H W IL. H, LJ
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........ E_13�3851 P�581
....................
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M.B.23 P�3111�
....... ...
...........
' I SIDENTIAL USE
It
ZONED 8
N F
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PROP. 60'
A Xf 'SS
EASf MENT
0.41 K
v
Z-
t
1p
17 1 18 1
POST-DEVELOPMENT DRAINAGE AREAS
I DRAINAGE AREA/
TYPE AREA (AC)
RATIONAL C
STRUCTURE
A-1
----------------------------------------------- I -- ------ ----------------------------------------------
CURB INLET
- ---------------------- ------------------------ --------------------------
0.14
0.95
A-3
- - -----------
---------- -----------------------------------------
CURB INLET
------
0.12
- -- ------ .. ........ ----------------
0.95
A-4
CURB INLET
0.13
0.95
A-5
CURB INLET
0.22
0.95
A-6
CURB INLET
0.20
0�95
A-8
SIPHONIC MANHOLE ROOF DRAIN
0.92
0.90
X9
VESTIBULE ROOF DRAIN
0. 03
0.90
A-1 0
CURB INLET
0,05
0.95
---- - --------------------------------------------------- - - ------- ------------
------ - --
------ ­­­_­­­ I ------
A-1 I
TRUCK WELL DRAIN
0.07
0.95
A-12
SIPHONIC MANHOLE ROOF DRAIN
0.92
0,90
A-1 3
DBL DROP INLET
0.50
0.90
A-1 4
CURB INLET
0.35
0,93
A-1 5
CURB INLET 1
0�35
0�93
B-3
SIPHONIC MANHOLE ROOF DRAIN
0,92
0.90
B-4
------------------------------------------------------------------------------- ----------
SIPHONIC MANHOLE ROOF DRAIN
----------------- -----------------------------
0.92
0.90
B-6
_------------_
DBL DROP INLET
---- ---------- ____ ------------
O�79
------------- ------------- --------------------------------------- ---------
0,93
B-7
DBL DROP INLET
O�69
0,92
B-9
CBL DROP INLET
0.23
0.95
B-1 0
TRUCK WELL DRAIN
0.07
0.95
B-1 I
CURB INLET
0.22
0.95
B-1 3
CURB INLET
0.22
0,95
B-14
CURB INLET
-- - --------------------
0,92
B-16
--------------------------------------------------- ---------
VESTIBULE ROOF DRAIN
-------- ----
0.03
----- - -------------------­------ ------
0.90
CURB INLET
0,08
0.93
C-3
DBL CURB INLET
0,49
0.85
D-1 (INLET)
CURB INLET
0.05
0.9r
D-1 (TRENCH DRAIN)
TRENCH DRAIN
0.95
0.91
D-3
CURB INLET
0,30
0.80
D-4
i FUEL CANOPY ROOF DRAIN
Ulu"
0.90
- - --------- - -
- ---- ---------------------- * --------------------- ------------------­-
................ .. ............ ........ ..
E-1 (INLET)
CURB INLET
0.45
0,95
E-1 (TRENCH DRAIN)
TRENCH DRAIN
0.70
0.95
E-3
TO SERVE FUT, DEV.
0.65
0.83
E-4
TO SERVE FUT, DEV.
0.60
0,83
0,90
F-1 CURB INLET 0.32
G-1 (INLET)
CURB INLET
0.20
0,90
G-1 (TRENCH DRAIN)
----------
TRENCH DRAIN 1
------------------------ - --------------------_ - -------------------------------------- 1 ---------- -----
0.70
--- ------- ---------------_---_- ---- --
0,50
---------------- - ----
HATCH LEGEND
I --------------------------------- I --------------------- 1­
ADDITIONAL
,N-SITE/OFF-SITE�
IMPERVIOUS
REA TREATMENT�
VOLUME TO BE
�CCOUNTED FOR
IN WET POND 1
6.0 30 15 0
itv= 60'
WET POND 3 1
DRAINAGE AREA
ECEIVI
w E
S
rREVISIONS BY
7 NCDENR REVISIONS
BAB
15/18/16
I NCDENR REVS/OTB REV
8 1 15/31/16
BAB
I
9 NCDOT/NCDENR REVS
BAB
6/6/16
101 Q,4JQC OTB REVISIONS
6/20/16'
ATZ
1 NCDEQ REVISIONS
813/16
BAB
12 1 BID ADDENDUM 1
9/21/16
BAB
131 NCDEQ REVISIONS
110/3/16
BAB
14 NCDEQ REVISIONS
10/19/16
BAB
DRAWN
BAB
. .........
m

2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 ( 10 I 11 I 12 I 13 I 14 I 15 I 16 I 17 I 13
0
C
F
G
I
L2—
L
LEVEL SPREADER/VEGETATED FILTER STRIP
(FROM WET POND 1)
20 10 5 0 20
1 "= 20'
,
8 '
G 33.80
:�' ,. I � ,. ` .� "°"' •'< � `"°�°`~., f STM
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_„ / TC 33.00
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ACCESS EASEMENT
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20 10 5 0 20
INFILTRATION TRENCH 1 "= 20'
(FROM WET POND 3)
N
,dd4
REVISIONS
BY
NCDENR REVISIONS
7
5/18/16
BAB
NCDENR REVS/OTB REV
8
BAB
5/31 /16
NCDOT/NCDENR REVS
9
BAB
6/6/16
QA/QC, OTB REVISIONS
10
ATZ
6/20/16
11
NCDEQ REVISIONS
BAB
8/3/16
BID ADDENDUM 1
12
9/21 /16
BAB
NCDEQ REVISIONS
13
10/3/16
BAB
NCDEQ REVISIONS
14
BAB
10/19/16
DRAWN
BAB
CHECKED
MAT
DATE
7/11/14
SCALE
AS NOTED
JOB No.
NCC138078
SHEET
GENERAL NOTE:
'HE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PRi
SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELA
PECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECI
ING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSI
TANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWING,'
FULL CONFORMANCE WITH LOCAL REGI Iit ATIONS AND CODES.
C:\USERSIBBUCKLAND%PPDATA\LOCAL\TEMMCPUBLISH_41521NCC138078SS5.DWG PRINTED BY: BBUCKLAND 10.19.16 @ 9:08 AM LAST SAVED BY: BBUCKLAND

6 7 8 9 11 12 13 14 15 16 17 18 19 20 21 22
29 1 30 1 31
V
D
E
I
X
i
K
L
IN
J
LANDSCAPE SCHEDULE
KEY
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
REMARKS
SHADE TREE(S)
AROG
52
ACER RUBRUM'OCTOBER GLORY'
OCTOBER GLORY RED MAPLE
21/2-3" CAL
B+B
QPH
32
QUERCUS PHELLOS
WILLOW OAK
21/2-3" CAL.
B+B
UPD
76
ULMUS PARVIFOLIA'DYNASTY
DYNASTY ELM
3-3112" CAL.
B+B
SUBTOTAL:
160
ORNAMENTAL TREE(S)
CCFP
43
CERCIS CANADENSIS'FOREST PANSY'
FOREST PANSY REDBUD
2-2112" CAL,
B+B
CF
35
CORNUS FLORIDA
WHITE FLOWERING DOGWOOD
8-10,
B+B
LI
1
LAGERSTROEMIA INDICA WATCHEZ
NATCHEZ CRAPEMYRTLE
8-10,
B+B
MV
49
MAGNOLIA VIRGINIANA
SWEETBAY MAGNOLIA
8-10,
B+B
SUBTOTAL:
128
EVERGREEN TREE(S)
TD
37
TAXODIUM DISTICHUM
BALD CYPRESS
810'
B+B
SUBTOTAL:
37
EVERGREEN SHRUB(S)
ICH
634
ILEX CRENATA'HELLERI'
HELLERI JAPANESE HOLLY
15-18"
#3 CAN
ICS
508
ILEX CRENATA'STEEDS'
STEEDS JAPANESE HOLLY
30-36"
#3 CAN
IGS
800
ILEX GLABRA'SHAMROCK'
SHAMROCK INKBERRY HOLLY
24-301
#5 CAN
WM
32
MYRICA CERIFERA
WAX MYRTLE
24"
CONTAINER
JD
30
JUNIPERUS DAVURICA'PARSONI'
PARSONS JUNIPER
15-18"
#3 CAN
SUBTOTAL:
2017
ORNAMENTAL GRASS(ES)
MSG
238
MISCANTHUS SINENSIS'GRACILLIMUS'
MAIDEN GRASS
2 GAL.
CONTAINER
SW
135
PANICUM VIRGATUM'SHENANDOAH'
RED SWITCHGRASS
2 GAL.
CONTAINER
SUBTOTAL:
373
ALL PLANTS MUST CONFORM TO THE CALIPER AND SIZE REQUIREMENTS PRESENTED IN THE LOCAL ORDINANCE
WET DETENTION BASIN HERBACEOUS PLANT SCHEDULE
VEGETATED SHELF PLANTINGS: f 21,520 SQUARE FEET OVERALL
' QTY BOTANICAL NAME COMMON NAME
ROOT SPACING PLANTING RATIO
4
{ 1,076 CAREX TENERA QUILL SEDGE
2" PLUG 2' O.C.
20%
646 EUPATORIADELPHUS FISTULOSUS JOE PYE WEED
2" PLUG 2' O.C.
12%
538 LOBELIA CARDINALIS CARDINAL FLOWER
2" PLUG 2' O.C.
10%
646 LOBELIA ELONGATA LONGLEAF LOBELIA
2" PLUG 2' O.C.
12%
861 SACCHARUM BALDINII NARROW PLUMEGRASS
2" PLUG 2' O.C.
16%
538 IRIS VIRGINICA BLUE FLAG IRIS
2" PLUG 2' O.C.
10%
1,076 JUNCOS EFFUSUS VAR. SOLUTUS SOFT RUSH
2" PLUG 2' O.C.
20%
5,380
NOTES:
1) PLANTING RATIO IS BASED ON THE AREA, NOT THE TOTAL QUANTITY OF THE PLANTS.
THE QUANTITY OF EACH PLANT IS
DETERMINED BY THE AREA RATIO AND THE SPACING IN WHICH THEY ARE TO BE PLANTED.
2) PLANTING OF BASIN IS NOT TO BE CONDUCTED UNTIL THE ACTUAL WATER LEVEL OF THE BASIN AND ALL SURROUNDING AREAS
HAVE STABILIZED. PRIOR TO PLANTING, CONTRACTOR TO VERIFY THE WATER DEPTH TO THE NEAREST INCH. PLANTING AREA MAY NEED
TO BE REVISED AND PLANT QUANTITIES ADJUSTED BASED ON FIELD CONDITIONS.
SYMBOL
SQ. FT.
VARIETY
SEEDING RATE
SEED
•;":�'•
f88,000 SF
- UDAGRASS
TURF TYPE SEEDED BERM
' OR SIMILAR
- 135 ACRE
90 LBS /
-3 LBS. 1000 . FT.
2 SQ
SOD
t7,000 SF
BERMUDA TIFWAY 419
N/A
MEADOW SEED
+ +
t25,200 SF
I ERNST BASIN MIX ERNMX-127
ism SPECIFICATION
ERNST SEED CO. BASIN FLOG R SEED MIX
SPECIFICATIONS (ERNMX-127):
ELYMUS VIRGINICUS VIRGINIA WILD RYE 25%
Q CAREX VULPINOIDEA FOX SEDGE 25%
POA PALUSTRIS FOWL BLUEGRASS 25%
AGROSTIS SCABRA TICKLEGRASS (ROUGH BENTGRASS) 6%
SPARGANIUM EURYCARPUM GIANT BUR -REED 3%
VERBENA HASTATA BLUE VERVAIN 3%
JUNCUS EFFUSUS SOFT RUSH 2%
SC
IRPUS ATR OVIRENS
GREEN
BULRUSH
2%
R SCIRPUS CYPERINUS WOOL GRASS 2%
SCIRPUS POLYPHYLLUS MANY -LEAVED BULRUSH 2%
MIMULUS RINGENS SQUARE STEM MONKEYFLOWER 1%
CAREX SCOPARIA BLUNT BROOMSEDGE 1%
HELENIUM AUTUMNALE COMMON SNEEZEWEED 1%
IRIS VERSICOLOR BLUE FLAG 1%
JUNCUS TENUIS PATH RUSH 1%
S SEEDING RATE: 15 LBS PER ACRE OF THE ERNST MIX WITH AN ADDITIONAL
30 LBS PER ACRE OF GRAIN RYE (AS A NURSE CROP). THE
TEMPORARY SEEDING SPECIFICATION AS NOTED ON THE SOIL EROSION
AND SEDIMENT CONTROL PLAN SHALL APPLY TO THIS AREA.
1.) THE FORMULATION NOTED ABOVE IS REPRESENTATIVE OF THE ERNST
SEED SPECIFICATION. THE MOST CURRENT FORMULATION AS SPECIFIED BY
T THE ERNST COMPANY AT THE TIME OF PLANTING SHALL BE USED.
2.) SEED SHOULD BE APPLIED USING DRILL SEEDING OR BROADCAST
SEEDING METHODS ONLY. THIS SEED MIX WILL NOT GERMINATE WELL WITH
HYDROSEEDING METHODS.
3.) THE ENTIRE FACILITY SHALL BE STABILIZED WITH A NORTH AMERICAN
U GREEN SC150 STRAW & COCONUT BLANKET (OR APPROVED EQUAL). THE
BLANKET SHOULD BE INSTALLED ON TOP OF THE SEED IN ACCORDANCE WITH
THE MANUFACTURER SPECIFICATIONS.
4.) THE SEED MIX WILL NEED DAILY SUPPLIMENTAL WATERING UNTIL IT HAS
GERMINATED AND REACHED AN AVERAGE HEIGHT OF AT 12-18".
V 5.) THE SEEDING AREA SHALL BE MOWED ONCE AFTER THE FIRST GROWING
SEASON, EARLY IN THE SPRING, AND THEN SHALL BE MOWED NO MORE
THAN ONCE EVERY THREE YEARS THEREAFTER EARLY IN SPRING ONLY.
GENERAL NOTE:
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENT' RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
C:\USERS\BBUCKLAND\APPDATA\LOCAL\TEMP\ACPUBLISH_4152\NCC138078LP3.DWG PRINTED BY: BBUCKLAND i0.19.16 @ 9:09 AM LAST SAVED BY: BBUCKLAND
'�„ 3t 3 i
LANDSCAPE '" I f �;, � �g €,,,,Je/ .,�
.,,,,� t'•.rG °�i ? `Y � T '. , 4
SUMMARY
----------
gym' �-'^ "� 3 1
e f � 3 ;
`'s, 1133 £ .. ; �, t .. €.«"
t,,,", �,,.", p"w� i :..,,,,, ,.,� .
I,,,,.i ,.Z , j s �'
£ 4
WEST PERIMETER BUFFER = f 1,184 LF
EAST PERIMETER BUFFERS = f 1,614 LF
i
2 CANOPY TREES REQUIRED / 35 LF =
68 TREES REQUIRED
2 CANOPY TREES REQUIRED / 35 LF =
98 TREES REQUIRED
7 TREES PROVIDED
98 TREES PROVIDED
UNDERSTORY TREE SUBSTITUTES DUE TO
122 TREES PROVIDED
NOTE = TOTAL PROVIDED INCLUDES USING 6 EXISTING TREES FOR CREDIT {
CONFLICT WITH OVERHE10 POWER
TO MEET THE CANOPY TREE TOTAL
12 SHRUBS REQUIRED / 35 LF =
408 SHRUBS REQUIRED
12 SHRUBS REQUIRED / 35 LF =
444 SHRUBS REQUIRED
408 SHRUBS PROVIDED
444 SHRUBS PROVIDED
SOUTH PERIMETER BUFFERS = t 1,251 LF TOTAL
NORTH PERIMETER BUFFERS = t 724 LF TOTAL
2 CANOPY TREES REQUIRED / 35 LF =
74 TREES REQUIRED
2 CANOPY TREES REQUIRED / 35 LF =
27 TREES REQUIRED
74 TREES PROVIDED
27 TREES PROVIDED
NOTE TOTAL PROVIDED INCLUDES USING 24 EXISTING TREES FOR CREDIT
-
TO MEET THE CANOPY TREE TOTAL
12 SHRUBS REQUIRED / 35 LF =
162 SHRUBS REQUIRED
12 SHRUBS REQUIRED / 35 LF =
408 SHRUBS REQUIRED
162 SHRUBS PROVIDED
408 SHRUBS PROVIDED
NOTE PROPOSED BUFFER ALONG THE ADJACENT COMMERCIAL PARCELS IS
-
DIVIDED ALONG THE PROPERTY LINE, WITH EACH USE TO PROVIDE ONE-HALF
OF THE REQUIRED BUFFER PLANTINGS.
23 24 25 26 27 28
7
N 351,760 N 351,760
N/F
KEYS NE CONTRACTORS, INC
F
D.B.3163 P°522
M.B. 45 P. 94
VACANT PARCEL
n
ZONED B--1
PLANTING NOTES:
~! F
1. ALL LANDSCAPE AREAS ARE TO RECEIVE A MINIMUM OF 4" OF TOPSOIL, SEE 2900 SPECIFICATION. /
2. ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE.
3. ALL PLANT MATERIAL SHALL BE CONTAINER CROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT LIST.
4. ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD AND MEET ALL REQUIREMENTS SPECIFIED.
{
5. ALL MATERIALS ARE SUBJECT TO THE APPROVAL- OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. :� • ~ ''�+
6. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS..„y ~,W.
tr
7. ALL PLANTING AREAS SHALL BE COMPLETELY MULCHED AS SPECIFIED.
8. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. N/F
LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR 1) TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK AREA 2) TO PROTECT OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD 3) TO REPAIR ANY AND THE COUNT' OF ONSLOW r4;
F THE CONSTRUCTION. D. B.191 2 P° 100
ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT0 , 236 ;
M.B.23 PA 9
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. `
EDUCATIONAL USE
10. CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING PER SPECIFICATIONS TO MAINTAIN HEALTHY CONDITIONS. ZONED RA fi
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN FOR
THE PERIOD OF TIME SHOWN IN THE 02900 SPEC.`
12. ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF
THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. qlmkk
13. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD DEFINED IN THE 02900 SPEC. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS DURING THE
NORMAL PLANTING SEASON.
14. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION.
Nw�
15. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL %� �
4p,2
16. WHERE SHOWN ON THE PLANS AND DETAILS, PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH A HARDWOOD MULCH FROM A LOCAL SOURCE HARVESTED IN A SUSTAINABLE MANNER TO A
MINIMUM DEPTH OF FOUR INCHES. N J5 1,000
//l
17. REFER TO WALMART SPECIFICATIONS FOR INFORMATION NEEDED FOR IMPLEMENTATION OF PLANTING PLANS.a�
THE COUNTY OF ONSLOW
18. WEED MAT IS REQUIRED IN LANDSCAPED ISLANDS AS SPECIFIED. D. B.191 2 P.100 %9 .
' 6
QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN. °B �` P.19"� ' �,,,�..,A dg
19. All PLANT MATERIAL Q� , a �
EDUCATIONAL USE j``u
20. THIS PLAN IS TO BE IMPLEMENTED COOPERATIVELY WITH SWPPP PLAN, AS NEEDED, TO MAXIMIZE THE EFFECTIVENESS OF THE SWPPP PLAN FOR THIS SITE. ZONED RA
,. f f �! 4/� �• \ w~,'k,,,,,h ,r..."^' "� p w„e, 'vy�b�
S FOR SOIL TA ILL ATION AS AREAS ARE COMPLETED AFTER GRADING.
\\\
21. THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING OR SODDING IN STAGE L S B Z LEIS GRAD G � � ,, s , ""h`�'�" `"•`�� ,, �
r
:N�
22. THIS PLAN DOES NOT PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP PLAN.
23. ALL SEEDING AREAS TO MEASURED AND VERIFIED BY CONTRACTOR PRIOR TO BID AND AGAIN PRIOR TO SEEDING.
'alb --a'a/..•,.',,,,„,b---£'! ,9
INS. FENCING MUST BE A MINIMUM FOUR HIGH OF -4r
4. ALL EXISTING VEGETATION THAT IS TO BE PRESERVED SHALL BE FENCED WITH A DURABLE STURDY FENCE BEFORE GRADING BEG THE FEET 4) ,.:.:;.;;=; :::• "
MU BE INSTALLED ON THE TREE PROTECTION :FENCE AND BE VISIBLE ;- F 7, � q y
DURABLE CONSTRUCTION, AND PLACED OUTSIDE THE ORIPLINE OF THE TREES TO BE PROTECTED. TREE PROTECTION ZONE SIGNS ST y//��py3yp'y{ gy (y y,Jy [y
( ) .- i%'j •,: ..... ...'• � :. ,.... .,::. .,s„. -. ,.. ., .,., ., .,... , ,. ,;; ^. .:; ,a .;.., :.. ..: a / :::' .��4 � a,P �4A'+F gl ��TwLC ��Y
_ ARE NOT ABLE TO BE PROTECTED LANDSCAPE ARCHITECT AND CEC TO
ON ALL SIDES OF THE FENCED IN AREA (MINIMUM ONE SIGN ON EACH SIDE AND/OR EVERY 300 LINEAR FEET}, IF TREES SHOWN , .... ;�'�.. � _.,.,���_,. .M,,�/�.:......,..' ��4\�9� 1 i •. f:FiF�f F�� A. RAVVI � P�:
N 35176
.~ham 6
w`•.. nh�, „°.�, ~"•ham �"`°�'��,,
.; •'^`;, � `4`4w�w�i.• A _+r ``s'``' '~w„ •.,w ,he"(w, up„bW
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tir
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{f N�z
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A, BRENDA A'
AREA TO BE SODDED LAWNGRASS SEE PERMANENT RAS
(
/ >.
R IA
ESIDE _NT L USE
ZONED B -1
S
r r l
l
e' r•~ ,
b 3j
n Y'
Y•.
G
G
D WITH ERNST BAST N SEED MIX
TO E SEEDED
l� F
N
�
•
.X
r
AREA B
4
4'0
;d
6
t=
+ +/
£
( ERNMX-127 SEE SPECIFICATION AREA SHALL NOT BE
T COUNTY OF ONSLOW
H
.
�
�� •
/
+
MOWED REGULARLY .
M,8°23 P° 19
4 l�t
VEGETATED SHELF PLANTINGS (REFER TO WET DETENTION
E
EDUCATIONAL USE
� :: • :.
• • e
....... , • ..., .'.
y6 r
'6
BASIN HERBACEOUS SCHEDULE NO MOWING AREA
)
ZONED RA
(3
/
co
SEE SHEETS: � \
G5 NORTH SITE' PLAN
I G8 NORTH GRADING AND �
DRAINAGE PLAN
G11 NORTH UTILITY PLAN
C-14 NORTH LANDSCAPE PLAN =
� � I o
\ � I m
n
/ SEE SHEETS: \ � � _
C-4 SOUTH SITE PLAN I � O
\ - C-7 SOUTH GRADING AND o
DRAINAGE PLAN
G10 SOUTH UTILITY PLAN
C-13 SOUTH LANDSCAPE PLAN-
r..........: t� N/F
' Vt
L.L.C.
LIMITS OF BMP/MOWING AREA (SEE NOTES ABOVE
' REGARDING AREAS NOT TO BE MOWED) � ^-
D 3851 P 87
I ,234 N 350,234 M. B.23 P.3 3 u
N/F RESIDENTIAL USE
ALL SEEDING/SODDING AREAS SHALL BE MEASURED AND VERFIED BY CONTRACTOR PRIOR TO BID W. KEITH WALSH, L.L.C. ZONED B--1
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 W F
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.
NOTE TO CONTRACTOR:
18" WIDE SOD STRIP IS REQUIRED BEHIND ALL CONCRETE CURBS/BUFFERS.
E
D.B.385 1 P. 585 t
3
y
F
s a
b VACANT PARCEL RCEL
r
'^,%•/�,.,�'L•%',H /,W,.E' i•.ti//'h%% ..H//rY, f/N /..../:%:✓,C,'9/v<-}. �/a9/^'%'9.'..W/2;';/:Y9:4/Nf�: L//�"B/HiY///%///N.fF.E<;;•<; ...,9-_,.-.; ,2'H/U/////%NCM, /¢i✓.....c-__�✓'/i0%4.:. lb'/rtl'b// /.,✓...s�,:;.UH//Li LNY/9/,.M,'�M/////00//f:6Y.•/,l %////%U6H.4H/H/,.K%/�
ZO"N F� ��= 8SF`
t
t �
r
N/F
"EITH WALSH, L.L.C.
).B.3851 P.589
M3.32 P.240
VACANT PARCEL
ZONED R-8SF AUTOMATIC IRRIGATION IS NOT REQUIRED ON THIS
PROJECT DUE TO ENVIRONMENTAL CONDITIONS THAT �`�° �\H
20. •�v p•N D S C q'A�•• .�%
DO NOT WARRANT THE INSTALLATION OF A
WATERING SYSTEM FOR PLANT ES TA LISHMENT AND A'
SURVIVAL. 637
Q�
. I N/F
SWANSBO
INVESTORS,
D.B°4096 P
RESULTANT T
M,B•6f"jP.
RESIDENTIAL
ZONED B
/
,t
3
sQ.
i�
�a
. L
`
1 ,
E
•ice O 4
LANDSCAPE AR ITECT SIG ATURE/ SEAL
100 50 25 0 p"` 100 A
1"-100' �a
CREVISIONS
BY
NCDENR REVISIONS
7
BAB
5/18/16
NCDENR REVS/OTB REV
8
BAB
5/31/16
NCDOT/NCDENR REVS
9
6/6/16
BAB
QA/QC, OTB REVISIONS
10
ATZ
6/20/ 16
NCDEQ REVISIONS
11
8/3/16
BAB
BID ADDENDUM 1
12
9/21/16
BAB
NCDEQ REVISIONS
13
BAB
10/3/16
NCDEQ REVISIONS
14
BAB
10/19/16
DRAWN
BAB
CHECKED
MAT
DATE
7/11/14
SCALE
1 "=100'
JOB No.
NCC138078
SHEET
0

;
---------- _,__________________ 1__­
1 1 2
-----I--- I----- ____________,____
3 1 4
__ ___ - ____ ------------- - - __ -
1
5 1 6 1 7
rk
0
A
C
A
_9
I
G
I
1" IV
K
11
All
PERMANENT GRASS CHART
SYMBOL
SQ. FT.
VARIETY
SEEDING RATE
SEED
±88,000 SF
TURF -TYPE SEEDED BERMUDAGRASS
'SAW OR SIMILAR
2-3 LBS. / 1 000 SO. FT.
.
SOD
F111'111111111A
±7,000 SF
BERMUDA TIFWAY 419
N/A
MEAM SEED
.
- + + + + + + + +
±25,200 SF
ERNST BASIN MIX (ERNM -127)
1 (SEE SPECIFICA1M)
ERNST SEED CO. BASIN FLOOR SEED MIX
SPECIFICATIONS (ER,NMX-127
ELYMUS VIRGINICUS VIRGINIA WILD RYE
25%
CAREX VULPINOIDEA
25%
POA PALUSTRIS FOWL BLUEGRASS
25%
AGROSTIS SCABRA TICKLEGRASS (ROUGH BENTGRASS)
6%
SPARGANIUM EURYCARPUM GIANT BUR -REED
3%
VERBENA HASTATA BLUE VERVAIN
3%
SOFT RUSH
2%
SCIRPUS ATROVIRENS
2%
SCIRPUS CYPERINUS WOOL GRASS
2%
SCIRPUS POLYPHYLLUS
2%
MIMULUS RINGENS
1%
CAREX SCOPARIA BLUNT BROOMSEDGE
1%
HELENIUM AUTUMNALE COMMON SNEEZEWEED
1%
IRIS VERSICOLOR BLUE FLAG
1%
JUNCUS TENUIS PATH RUSH
1%
SEEDING RATE: 15 LBS PER ACRE OF THE ERNST MIX WITH AN ADDITIONAL
AIN RYE (AS A NURSE CROP). THE
TEMPORARY SEEDING SPECIFICATION AS NOTED ON THE SOIL EROSION
AND SEDIMENT CONTROL PLAN SHALL APPLY TO THIS AREA.
.1-1-1-1.1-1-1-1-1-1-1 11-11 I ­­­­­., ... I ........... 11.1 ..... 11.1-1-1--l-1-1­1
"Ir
— OVERALL
PROJECT
WEST PERIMETER BUFFER = ± 1,184 LF
I I
.
EAST PERIMETER BUFFERS = ± 1,614 LF
�
REQUIRED
UIRED / 35 LF =
98 TREES REQUIRED
7 TREES PROVIDED
I I �
98 TREES PROVIDED
UNDERSTORY TREE SUBSTITUTES DUE TO
122 TREES PROVIDED
I NOTE = TOTAL PROVIDED INCLUDES USING 6 EXISTING TREES FOR CREDIT
CONFLICT WITH OVERHEAD POWER
I
. , TO MEET THE CANOPY TREE TOTAL
.
I
12 SHRUBS REQUIRED / 35 LF =
408 SHRUBS REQUIRED
. I � I I -
12 SHRUBS REQUIRED / 35 LF =
. 1
444 SHRUBS REQUIRED -1
408 SHRUBS PROVIDED
.
444 SHRUBS PROVIDED
SOUTH PERIMETER BUFFERS = ± 1,251 LF TOTAL
.
FFERS = ± 724 LF TOTAL
1
2 CANOPY TREES REQUIRED / 35 LF =
74 TREES REQUIRED 1
2 CANOPY TREES REQUIRED / 35 LF = �
27 TREES REQUIRED 1
74 TREES PROVIDED
27 TREES PROVIDED
NOTE = TOTAL PROVIDED INCLUDES USING 24 EXISTING TREES FOR CREDIT
I - I
I I
TO MEET THE CANOPY TREE TOTAL
12 SHRUBS REQUIRED / 35 LF =
162 SHRUBS REQUIRED
12 SHRUBS REQUIRED / 35 LF =
408 SHRUBS REQUIRED
1
162 SHRUBS PROVIDED
408 SHRUBS PROVIDED
FER ALONG THE ADJACENT COMMERCIAL PARCELS IS
I
DIVIDED ALONG THE PROPERTY LINE, WITH EACH USE TO PROVIDE ONE-HALF I
OF THE REQUIRED BUFFER PLANTINGS.
I
oi, . I
1.) THE FORMULATION NOTED ABOVE IS REPRESENTATIVE OF THE ERNST D.B.1912 PAOO ,05' u, �
SEED SPECIFICATION. THE MOST CURRENT FORMULATION AS SPECIFIED BY Powc-pumt,-�%
,__,
,­�%
A ,,,,
,/,,' ,,�,
THE ERNST COMPANY AT THE 11ME OF PLANTING SHALL BE USED. M.B.23 PA9 ,,, 'Iqul,
"",
IF,
,
I
", ,
._�
10 rm/jv. .
1,911 M71 /
. I // I ,,,�' �,
EDUCATIONAL USE / li'llIff .
,
I
If Z, t I ,
,
, - .1
,/
117 �
APPLIED USING DRILL SEEDING OR BROADCAST /If /� / t;" I .
1/1 /I // i
SEEDING METHODS ONLY. THIS SEED MIX WILL NOT GERMINATE WELL WITH 111/1' .,/,., f1l, 1� � / .
, //
i YI/ or
,_
,e_
A I- - I
HYDROSEEDING METHODS. 11 /�/ , �/ - N,
/ J/ . ,
P / " I ­� �1/11­111%
"
'If Ill / I *1 ,
I ,/1%1111,
Ar / I 4., / \ , ",
,e4, ,(/ ,�, Mf . *,/%�,%,___,.�
TIRE FACILITY SHALL BE STABILIZED WITH A NORTH AMERICAN A // I , %
"'
3.) THE EN 1 ,,, i / . I -,. "I,_ �
ROVED EQUAL). THE Iff, // I/ . 11� I �1..., I
,
J/ , % , 11,
"I
.1111,
�
I ", Vf I.. �.�,l �,, .. .. I
,
,
I'll --- , ....
� /, �",
BLANKET SHOULD BE INSTALLED ON TOP OF THE SEED IN ACCORDANCE WITH i'/ �f/ , I % I',, *,_�,�. �N � 1 '�1%111�1
I/ /.j / ,
,�qll " % I "I
IFICATIONS. A/1 , / i , 1. ,
I
,
./",/, ,�
&7, " I �, "I,--,. ,
� A, - I `____-�. 1,,�
" 111. I ",
", 'N .
"
/ 41 " I % �,, . I . . . . . . . . 11 . .. ... .
I I P,�, --""
I I /
�,,,, e
4.) THE SEED MIX WILL NEED DAILY SUPPLIMENTAL WATERING UNTIL IT HAS A111, I 11 k ­', ­�,,�., ..",
If I ,�., '11� � . .. ....
,�.,
,�.,
,�., I
-
Ira' , / ,,-,, 4 ICH k I 11 ,�., .1',
. b/'X','itP , ��,�,
-
, - ,
OF AT 12-18". .9; 1", , "/,?F,7.� .1 / -, � --,, ,�,�, I " . . . . . . . . . . I "`­`
GERMINATED AND REACHED AN AVERAGE HEIGHT I ,,, I . �, ­­ -,,I " -:�,,,, ­1%_?1_`___1 ...
I, . ; "Ill, , -- 11,�� ,�'_
"I ­`- Z, , "
I 11 I _%4m
/11 '. I I �, I I 1'.� I `I,- - - I
" 2 Iq ""�� , W"'r-',
'.
Al "' /116�0 / / "',/
5.) THE SEEDING AREA SHALL BE MOWED ONCE AFTER THE FIRST GROWING , � ��, 9 - _,��/� , `1­_111 ,X ""' `­ . . ..
fAr 9 // 7 /, i�, - "______k, , 'I-,' t I Z, / ­­�,,,­
1 2 UPD , �,�,�"."� "".1, " � I ,,,, -,,,,,
� ,
RLY IN SPRING ONLY. r,1 "I `­_ , *,--,---,, � I ',"',� -"*----"
SEASON, EARLY IN THE SPRING, AND THEN SHALL BE MOWED NO MORE " " i ., ", , I / I "o
/ V / -%,", - .
THAN ", " "'. 111
#� Ill '111 165, I "
Ka I/ 16 ICS '__1 ­,�', ///1 - , 1��.,� ,�",
I ;i / i
it­1. , z>'_'__,__-,_ .. .... - ,"// ",
C-71 � I , ,� -11-11. I 1,11 I ", , .,
/A 5 1 % --, I �
­ ,,, "'. _1___1 I
A, , I 11 '�_­,., 'I". ^1
i� A/0" /11 / I %, "I .
I
" - I JI/ , f t J� 11. . I 1'��_, 11, I "i--� , I �
:�� 1 16) 1�1,
f
. I 1"." N \ - i I ­--,,�� 1 ,
11 4 1 � I i ",
"
N J5 1, TOO - - 17�1 ,Z -, F 6 IQI I � t .1 1V4
� . '1,,� #;o � ,� - .
'. ; "I '%, "�'_ �/--,,­:; " 1 Ll- — . I'll 11111_111� "C,11'_�.,, ,
��11 � 1�1 I � - , , .
,.�, ,k"_��
6 CCF , ,
� I , �
,r-, � I .,��wft � Je
"' �/"�� , I � 11 /I- ,I, ,,, , 11 ;;;; . '. '�,','�!;�, " /I
.101, 1� ,­�, ,
11 / � � < 11. _. .1,
___ - ____ - ­ ------,--- ____,_____ ____ - - __ — __ - — ____ -------, - -_ - - ____ -_ - --- ______ —_
8 �.l 9 1 10 I 1 1 1 12 1 , 13
PLANTING NOTES:
1. ALL LANDSCAPE AREAS ARE TO RECEIVE A MINIMUM OF 4" OF TOPSOIL� SEE 2900 SPECIFICATION.
1 2. ALL PLANT MATERIAL SHALL, BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE.
3. AL PLANT MATERIAL SHALL. BE CONTAINER CROWN OR BALED AND BURLAPPED AS INDICATED IN THE PLANT LIST.
4. ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD AND MEET ALL REQUIREMENTS SPECIFIED.
.
5. ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION.
6. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS.
'
1 7. ALL PLANTING AREAS SHALL BE COMPLETELY MULCHED AS SPECIFIED.
8. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL. AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OFTHE WORK.
LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR 1) TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK AREA 2) TO PROTECT OF AL UTILITY LINES DURING THE CONSTRUCTION PERIOD 3) TO REPAIR ANY AND
ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE CONSTRUCTION.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTEC11ON BETWEEN DELIVERY AND PLANTING PER SPECIFICATIONS TO MAINTAIN HEALTHY CONDITIONS.
11. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTIUZING, ETC.) ALL OFTHE PLANT MATERIALSAND LAWN FOR
THE PERIOD OF TIME SHOWN IN THE 02900 SPEC.
1 12. ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL. BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF
I THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS.
13. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD DEFINED IN THE 02900 SPEC. THE CONTRACTOR SHALL PROMPTLY MAKE AL REPLACEMENTS DURING THE
NORMAL PLANTING SEASON.
14. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION.
15. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS,FOR PLANT MATERIC
16. WHERE SHOWN ON THE PLANS AND DETAILS, PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH A HARDWOOD MULCH FROM A LOCAL SOURCE HARVESTED IN A SUSTAINABLE MANNER TO A
MINIMUM DEPTH OF FOUR INCHES.
17. REFER TO WALMART SPECIFICATIONS FOR INFORMATION NEEDED FOR IMPLEMENTATION OF PLANTING PLANS.
18. WEED MAT IS REQUIRED IN LANDSCAPED ISLANDS AS SPECIFIED.
19. ALL. PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN.
20. THIS PLAN IS TO BE IMPLEMENTED COOPERATIVELY WITH SWPPP PLAN, AS NEEDED, TO MAXIMIZE THE EFFECTIVENESS OF THE SWPPP PLAN FOR THIS SITE.
21. THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING OR SODDING IN STAGES FOR SOIL STABIUZATION AS AREAS ARE COMPLETED AFTER GRADING.
.
22. THIS PLAN DOES NOT PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP PLAN.
23. ALL SEEDING AREAS TO MEASURED AND VERIFIED BY CONTRACTOR PRIOR TO BID AND AGAIN PRIOR TO SEEDING.
24. AL EXISTING VEGETATION THAT IS TO BE PRESERVED SHALL BE FENCED WITH. A DURABLE, STURDY FENCE BEFORE GRADING BEGINS. THE FENCING MUST BE A MINIMUM FOUR FEET (4') HIGH, OF
DURABLE CONSTRUCTION, AND PLACED OUTSIDE THE DRIPLINE OF THE TREE(S) TO BE PROTECTED. TREE PROTECTION ZONE SIGNS MUST BE INSTALLED ON THE TREE PROTECTION FENCE AND BE VISIBLE
ON Ali SIDES OF THE FENCED -IN AREA (MINIMUM ONE SIGN ON EACH SIDE AND/OR EVERY 300 LINEAR FEET). IF TREES SHOWN ARE NOT ABLE TO BE PROTECTED, LANDSCAPE ARCHITECT AND CEC TO
BE NOTIFIED.
25. THIS PLAN PROPOSES TO USE A COMBINATION OF A FENCE AND DENSE LANDSCAPE PLANT MATERIAL TO FORM A SCREEN OF NOT LESS THAN SIX FEET (6') HIGH SUFFICIENT TO BLOCK THE VIEW OF
RESIDENCES OR RESIDENTIALLY ZONED LOT(S).
26. THE PRACTICE OF TOPPING CRAPE MYRTLE IS DISCOURAGED. MINIMUM PRUNING TO DEVELOP CRAPE MYRTLE'S NATURAL TREE FORM IS ENCOURAGED.
: ... .. . .
'­�',
,�. 27. WATERING BY HAND FOR PLANT ESTABLISHMENT IS REQUIRED FOR UP TO 1 YEAR AS PART OF THE WARRANTY PROGRAM DEPENDING ON TYPE OF PLANTING LOCATION. CONTRACTOR TO INCWDE
4�� _ PRICE IN BASE BID.
---"--- ____ ____ --,----,---- , - _____ ___ . _____ I I—— - ­- - - - - - -­- —I,------ ­ ____ __ ___ - _
�
�
I
-
'
� ­
�
�
.
14 15 . 16 11. 17 18
1 I'll I I I I
'
_F LANDSCAPE SCHEDULE
KEY I
QTY.
BOTANICAL NAME -
T COMMON NAME
I SIZE -
I REMARKS
_
SHADE TREE(S) I
AROG
52
. ACER RUBRUWOCTOBER GLORY' - .
OCTOBER GLORY RED MAPLE
2 1/2-T CAL.
B+B
QPH
32
QUERCUS PHELLOS
WILLOW OAK
2 1/2-3" CAL.
B+B
UPD
76
_F
ULMUS PARVIFOLIA'DYNASTY' .
DYNASTY ELM
3-3 1/2" CAL.
. I
B+B
SUBTOTAL: i
160
ORNAMENTAL TREE(S) -
CCFP
43
CERCIS CANADENSISTOREST PANSY'
I
FOREST PANSY REDBUD
2-2 1/2" CAL.
I
B+B
I
CF
35
�
CORNUS FLORIDA
WHITE FLOWERING DOGWOOD
8-10,
B+B
LI
1
LAGERSTROEMIA INDICA'NATCHEZ
NATCHEZ CRAPEMYRTLE
8-10,
B+B
MV
49
MAGNOLIA VIRGINIANA
SWEETBAY MAGNOLIA
. 8-10,
. B+B
SUBTOTAL:
128
EVERGREEN TREE(S)
TD
37
TAXODIUM DISTICHUM
I BALD CYPRESS T
8-10'
1 B+B
SUBTOTAL:
37
1
EVERGREEN SHRUB(S) . -
ICH
634
ILEX CRENATA'HELLERI'
HELLER JAPANESE HOLLY
15,181,
#3 CAN
ICS
508
ILEX CRENATA'STEEDS'
STEEDS JAPANESE HOLLY
30-36"
.
#3 CAN
IGS
800
�
� ILEX GLABRA'SHAMROCK
SHAMROCK INKBERRY HOLLY
24-30"
#5 CAN
WM
32
I MYRICA CERIFERA
WAX MYRTLE
2411
CONTAINER
JD
30
1 JUNIPERUS DAVURICA'PARSONI' _T
PARSONS JUNIPER
T 15-18"
1 #3 CAN
SUBTOTAL:
2017
ORNAMENTAL GRASS(ES) I �
MSG
238 .
MISCANTHUS SINENSIS'GRACILLIMUS'
- MAIDEN GRASS
I
2 GAL.
CONTAINER
SW
135
PANICUM VIRGATUM'SHENANDOAH'
RED SWITCHGR�SS
2 GAL.
CONTAINER
SUBTOTAL:
I
I 373
�
I - I ­ I . 1-1 I
.
I
LANDSCAPE LEGEND
ALL PLANTS MUST CONFORM TO THE CALIPER AND SIZE REQUIREMENTS PRESENTED IN THE LOCAL ORDINANCE
WET DETENTION BASIN HERBACEOUS PL—ANT SCIIEDULE
INGS: ± 21,520 SQUARE FEET OVERALL
.
QTY
I I I . .
BOTANICAL NAME
ROOT
SPACING
PLANTING RATIO
1,076
CAREX TENERA
QUILL SEDGE
2" PLUG
2' O.C.
20%
1
1 � 646
EUPATORIADELPHUS FISTULOSUS
2" PLUG
2' O.C.
12%
538
- � LOBELIA CARDINALIS
' '
CARDINAL FLOWER
2" PLUG
2' O.C.
10%
.1
1 646
. I
I I
.
' " . � ' LOBELIA ELONGATA
LONGLEAF LOBELIA
2" PLUG
2' O.C.
12%
I-1 861
I
SACCHARUM BALDINII
2" PLUG
2' O.C.
16%
r) IR
IPIq VIPr.INIrA
D1 HE" 171 Ar% IDIC
oll 01
I
I AW
" f I pl� ,,, / ,-
OF �, / `ll;,". 1_� _­___ I—_ - A". �, 1 \ ,,,, ­1 1­ USJ
, `__�11 / I f-m',"�_ I 11-1%­ ........ I
. . ;,Z11 i, , I /1y -, __1 '- 1'1'�,.,� I
�� N, � ..... _
I 1r; f gj�t "I �� � ­­," - VT -- -�1,1,1�"',1-,, ., y r, "', k "N" "�, "%l." I'%' :',.%%.:.%.. I... 1 SUS VAR. SOLUTUS SOFT RUSH 2" PLUG 2' O.C. 20%
. , ­
J� I R - 1-1 - . ..... _ _.".
11-1 I 11.11 111­1
/' 11-1, -- . /_ , , ­ z � 11 _11� I - 1 -14 -,,. / ,�,, ��",
�
�/ ,,�% �, �� , - ­
--,,� ) ,� /X1
'' , � I ... � ........... _ AREA TO BE SEEDED LAWN (SEE PERMANENT GRASS CHART) I .1
W, 11 it � :_Z� .� .1k,111111:1f '-,-- , "11-1-1111-1/111, ­ _1`1 '�,." , %1".."'I"', .... � '' �.l.".".1'.
I , , , // �R/.
-
­ ��., a,%i �§ ,g,;,,, // ,z �__
"r,
/0 I , /I'll �1&e - . , I ,�,, ag �, ....... �
- .
� .
�, , �.,� .11-111­1111.11 ..... 5,380
�
"�`, -
I fit t , �, �,�"""�, "",�".�', I ­ `11­1__.�, -"", I . .
"­­," ­ - - , � �, . - Z `_ .�,� ;­7 " 11 . ,
,,�
�4
_, � `,:�
.
. '4�� 1 1 1 n
I fit __1 �",� ,� , �,,�_� �, , ,%/, - ­1 k �""
J I 1, '-.,, i��'li�,,,�,,-��,,,�,,�,,,��',�,-",-","",-�",�',�,-,,,,�,,��,,,����.-���,,,,i�?�;,I � .�'--- N"", ,- ,,� %, 11_1__�,-" � NOTES:
. i,
, �,__ ul"'M , / ,�,�
,
N/F I? 5MV 'It, . I -��-.- - '­­,-­ % -,­�,f I �,,, ­-..,,,-�, 4 "_`�`_'_,
"I'll, , I
,
I , �,,) 1. I '_1 ��', 2-"""��,'�"I'l�'l";"�li,-"","��i�"Il', -, I ". I 1, - I I.- I \�"
­11111-7-11 V,�11,� , /
'_1 � 111 ', .� " ;P ", z�`, -­�/
I0, ­, I I , �,­,­­��,',­,�,,, � - .1, ". . �, , CIS __1 , 1.",
/ " i I I , ,,, 1S., � I
- I I , 1, -.5 IZI, .
. I / f J// , � , -� ,�. - ­ I-
le I'll ,�_;�,,��5 , 1, 11 ... 1�;-,, --,��, ­��ra 1) PLANTING RATIO IS BASED ON THE AREA, NOT THE TOTAL QUANTITY OF THE PLANTS. THE QUANTITY OF EACH PLANT IS
, -" - ,Z"� I `�;
I __ - --, 111_�,� Vft_1_1_�11_ ­_ 1, �
" , - . I , ; I . N, -, ;,
,11111�"f- I , �,, - - "1111 ; %*' , , -, -
" _ I I... � I -,_� --ft-,
I "/Z/;;, I __ - � � ,� ,,-,,, �",�­��_ ,,:� "I ...... - '­� t, -
, — � ',',�' ­_-, ,,-,,� `_`, " -Wk `�,, 1� 1_� DETERMINED BY THE AREA RATIO AND THE SPACING IN WHICH THEY ARE TO BE PLANTED.
f ,� - - ��-&i,i��,,�� . " ,,, ",
--qt�, "..� ��111" V111" I
__ ,:,:-��, , '-- 11 �<, _�\,
D.B.1912 P-100 / ­ . �'_­< r " -zz - -,,-", " AREA TO BE SODDED LAWN (SEE PERMANENT GRASS CHART)
P ,4# ,� , ; /' I
"��, " 1 , -1" "' , , �.�. ., lil%!��,_,� �, 1�_, � *, I '.
* - �; I "t :�-, `­­.. / ­, , ­ cb,
I I - , , "' ""' '' -, ­ - ` � -, -` -, e �, ,
11,11"
M.13,23 P-19 ,,,,I,t�,,,,,� ��,,,- ,-��1`,�- ,,�,,,-',,�",'�,,,,,,��,,,'��,����,,, """'I"I""", �,�l,�""��,,-�""",�,'�;!-�.,,"�',,'�L"�,,�� �/ ff- FA
1­1, / ,�",�:�,, ,',�!��!-',�-`�,1,111-
I.- �, ,,,,,,,�,,,,,,�,�,,,,�,,���,!,,,�����,�.�,'�-,,�! ,.-,.,��,-- .. --,.,�., .. - � ICS/ -
I ­,�­-,,,� - 111111111 _,,� � � 0 - "" 2) PLANTING OF BASIN IS NOT TO BE CONDUCTED UNTIL THE ACTUAL WATER LEVEL OF THE BASIN AND ALL SURROUNDING AREAS
I � �, ,,, " ,,,, =,�­ �,,� '---- -
�­_­,� """ .... .. f �,� ',� _,��:� .... � �s W � 11.11 ,�
, , " � �11 1`111,­1 . __6, -
1,� � I'll 11-ll�-"" i* �
'fX"'1;"1"1 1-1, ,!,
, / �', ...... I / _,� �. .,
/ �, .Z,!�-�, , �,
, ­
-
EDUCATIONAL UYFF/20 " 6 ICS I
/
,� / �',',��, 10%nq1' - ,-, / - _�_111_1:>, HAVE STABILIZED. PRIOR TO PLANTING, CONTRACTOR TO VERIFY THE WATER DEPTH TO THE NEAREST INCH. PLANTING AREA MAY NEED
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GENERAL NOTE:
IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEi
,RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE
­IE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD
IRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITU'
3EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AN
FULL - QF WITH LOCAL Z�Q"! NSANDCODES.-
__
C:XUSERS\BBUCKLAND\APPDATA\LOCAL\TEMP\ACPUBLISH 4152\NCC1 38078LP3.DWG PRINTED BY: BBUCKLAND 10. 1 9.16 @ 9:09 AM LAST SAVED BY: BBUCKLAND
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I
OWNER MAINTENANCE RESPONSIBILITIES
Upon Owner's (or Owner contractor's) completion of landscaping work, the Owner is fully responsible for all future maintenance, care, upkeep,
ate(ing, and trimming of all installed vegetation, plants, tree, bushes, shrubs, grasses, gross, ornamental plants and flowers, flowers, ground cover,
nd landscaping, including all landscape islands and areas adjacent or part of the landscaped areas. This responsibility includes, but is not limited
to, the following.
I Trees adjacent to walkwoys and areas of pedestrian traffic must be maintained to assure that any branches must be limbed up to a
clearance height of 7 ft. (from all pedestrian surfaces) or pruned back to avoid any interference with the typical path of travel.
a Trees within vehicular sight lines, as illustrated on the landscape plan, are to be trimmed to a clearance height of 7 ft. (from all paved,
traveled surfaces), or as otherwise indicated on the plans.
3 Vegetative ground cover, shrubs and ornamental plants and grasses must be trimmed so that no portion of the plant exceeds 30 inches
above grade (of all paved, travel surfaces) along and within the sight lines of parking lots and ingress -egress ways.
I Fallen plant flowers, fruit, seeds and debris droppings are to be removed immediately from vehicular and pedestrian traffic areas to
prevent tripping, slipping or any other hazards.
a The practice of topping Crope Myrtle is discouraged by the Town. Minimum pruning to develop Crope Myrtle's natural tree form is
encouraged.
�
ese requirements do not affect the plant life guarantees the landscape contractor is required to provide.
F1A_ I .
I Uf
1. THE SITEWORK FOR THE WAL—MART PORTION OF THIS PROJECT SHALL
MEET OR EXCEED THE "WAL—MART STANDARD SITEWORK
I
SPECIFICAT-I;ONS.11 .
2. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY
CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED
I
I -
-
PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL
CONNECTION OF SERV-ICES.
�
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.
I
I
I �
P, ______
91 a
I 18" WIDE SOD STRIP IS REQUIRED BEHIND ALL CONCRETE CURBS/BUFFERS.
AUTOMATIC IRRIGATION IS NOT REQUIRED ON THIS
XX­X0%%%JII1 I I I III/////////,
-\ \A C A R 0 ­'//1,1z
RONMENTAL CONDITIONS THAT
,\\\"
!�,_ X,- same*, �, / -/1,
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's �,u 00-�Mtj,�;c -0 '1/ "
, 'I - -7 ,�_,
DO NOT WARRANT THE INSTALLATION OF A
.:f N #- � 10%,# 0
, * ,# " * !�
�) -y
WATERING SYSTEM FOR PLANT ES LISHMENT AND
. i::
ZzF ., 1�t
SURVIVAL. % .
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LANDSCAPE ARMITECT SIGIIATURE/ SEAL
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,///, A G 04\
"01111111111111111mow.
am
- -
I I ALERT TO CONTRACTOR �
610 310 15 0 610 � ALL GENERAL CONTRACTOR WORK TO BE COMPLETED
� ­7 (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE
ifl- 601 k MILESTONE DATE IN PROJECT DOCUMENTS.
� � - � J
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REVISIONS
BY
NCDENR REVISIONS
.
7
5/18/16
BAB
NCDENR REVS/OTB REV
8
BAB
5/31/16
NCDOT/NCDENR REVS
9
BAB
16/6/16
QA/QC, OTB REVISIONS
10
ATZ
6/20/16
NCDEQ REVISIONS
1 1
18/3/16
BAB
BID ADDENDUM 1
12
9/21/16
BAB
NCDEQ REVISIONS
13
BAB
10/3/16
NCDEQ REVISIONS
14
BAB
IIIII��
110/19/16
mi��

1
2
3
N 351,760
N 351,760
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PERMANENT
GRASS CHART
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2-3 LBS. / 1000 SQ. FT.
SOD
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BERMUDA TIFWAY 419
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CAREX VULPINOIDEA FOX SEDGE 25% 1. f"LZ� 32 34 �!/
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AGROSTIS SCABRA TICKLEGRASS (ROUGH BENTGRASS) 6% EIP (POINT Of-
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SCIRPUS POLYPHYLLUS MANY -LEAVED BULRUSH 2% g NAF LONGITUDE--77`08'59 42
STEM MON KEYFLOWER 1%
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WATER I EXHIBIT A , ,d ., �, ,y � : „ Nf F iw","._.: 1 _� �1 I
PROPOSED L NE
/`' , » 91 s �- m, d CHARLES A. RAWLS 8c 1 : 'Il
'" 11
1°=10'1.-:: g ►► f MARY S. RALs bE� a" dLnn11 I
LANDS CAPE LEGEND f G,
`'� °h, I'll♦��'� 1s►cH D.B.17D0 P,291 `x♦.. �;:, 111
PLANTING NOTES: 1 p
% �/�,, TD . ,♦, a=•: rd�,t t yp g q}_ ^� P�+ ►111 ` €`, ,_ i 4
�cAr,,,, n G ' 'b ' '`,« 3 ® k 4 ` ..y�` t i' <B. t ✓ 1 .3� ♦ •,PiA.5 1
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1. ALL LANDSCAPE AREAS ARE TO RECEIVE A MINIMUM OF 4 OF TOPSOIL, SEE 2900 SPECIFICATION.1. 1,101
»`' "%/" y ,,� f RESIDENTIAL USE 20 VYME WATER 1._£ ;I _ : V
y 2D ICs.' TALL WOODEN FENCE _ z `' `
AREA TO BE SEEDED LAWN (SEE PERMANENT GRASS CHART) y<a- / H o ON 1 / SEWER11
':IF
2. ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE. GG "`
b, � y
.. • • 'I "' / (MIN. 80 /o OPAGITY) 3 ME
w.
11
..... ... ',`°-f r/i/b GGGao T 1 UPD y; ry°w�D Il
SIN C EA _ _ , / ' £; a g' .•"
14 MSG SE
.. _ - �riF,°,. -: ``� Y`E"<; 5 I'-- QICH r ; f - ,;'s' ` <'S`�',
B CONTAINER CROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT LIST
MATERIAL SHALL E
;:,.
3. ALL PLANT �,
.._- sir m�r,,,>n'r��//GAG ., � t MSG ,n ;-^31 ,„f t 11MSG �' £, Vic' ::i'�
1. 11
.
•/bra E GGd,. 2 AR0 }✓ i
AND MEET ALL REQUIREMENTS SPECIFIED. ,a '► s IsG _/� - ` 1 1111
4. ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD Q �, 4`1 } °
�' � b '°:`��""""o/Gm Y; 37 ( S z 11 IGS s ¢ 5 � �11; q t „� � 5 ,..9 � g ,.
AREA TO BE SODDED LAWN (SEE PERMANENT GRASS CHART) '` G°"� s IGSI IF
4`�'� I $ " v «�4"y /`1. 1
5. ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. ` '11 y%/a' '"` 15
h
,, •/ w,,a `2r '° ` k " i S4 t i ; /
11
6. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. _
+ + + + +` AREA TO BE SEEDED WITH ERNST BASIN SEED MIX y,
7. ALL PLANTING AREAS SHALL BE COMPLETELY MULCHED AS SPECIFIED. + + + + + - �Oy
+ + + + + (ERNMX-127, SEE SPECIFICATION) - AREA SHALL NOT BE' ° ' ~r -� tN _ f i1= PRO'�a' 60
+ + + + tN € 1.g,. AG�ES.5
- _
MOWED REGULARLY. m , '" 2.,�, ' t ,b -� � , :'`
8. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. ``' ff ` r y"'r 4
NG BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OFF/b - S - 1> EASE ENT
LOCATIONS OF EXIST( r 1a I "
THE CONTRACTOR 1 TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK AREA 2) TO PROTECT OF ALL U11LTTY LINES DURING THE CONSTRUCTION PERIOD 3) TO REPAIR ANY AND f E -- I ►_ 0 AG
VEGETATED SHELF PLANTINGS (REFER TO WET DETEN11ON 11,.
J A RESULT OF THE CONSTRUCTION. d
APPURTENANCES, ETC. WHICH OCCURS AS O��-'fr' YEI �FfU� �-�- �' ~`� � `;'� �� °
ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPU '� '� -�, -1 _" -�� E .- r
BASIN HERBACEOUS SCHEDULE) NO MOWING AREA 10 ICH 1 ;: i ` 1I ' 1 �'`' `
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRIC,NG THE WORK. t 1 € � £ E/F
x d .f[' , ., i ' b
A'A
w, 10 MSG , " I 1 1
10. CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING PER SPECIFICATIONS TO MAINTAIN HEALTHY CONDITIONS. c ` ` y �«
10 ICH '" t €.,. °- 1 s
,,,,,, ,,,,,,,,,, ,, ,,, ". ,, H 4 t 4 411 1 I
I LIMITS OF BMP/MOWING AREA (SEE NOTES ABOVE
Elp 10 IGS11
N/F ,I �� 3 I
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN FOR I 1 REGARDING AREAS NOT TO BE MOWED) -
�:N€r ,1 1 i
THE PERIOD OF TIME SHOWN IN THE 02900 SPEC. I
11PD SWANSBORO INVESTORS, LLC 4"H, ;
1 -,_ - ._.,....._..,.,._,.,... ,,,,,, „b D.B.4096 P.345
€ XN 1 6
11 . ,r
12. ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF �` RESULTANT TRACT II° ► t °
s 11.
:.s 1 41 I•. " 1.
µ ... M.6.67 P.179 • _. i1 1 . ► ►;. ,f
�;,,,.
FbC
THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. ALL SEEDING SODDING AREAS SHALL BE MEASURED AND VERFIED BY CONTRACTOR PRIOR TO BID I ►' ' bb _' .. •
/ RESIDENTIAL USE .�F ► { l `` 1
13. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD DEFINED IN THE 02900 SPEC. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS DURING THE
B►11 ►►►
K NORMAL PLANTING SEASON.
14. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION.
15. STANDARDS SET FORTH IN "AMERIGM STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL.
16. WHERE SHOWN ON THE PLANS AND DETAILS, PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH A HARDWOOD MULCH FROM A LOCAL SOURCE HARVESTED IN A SUSTAINABLE MANNER TO A
MINIMUM DEPTH OF FOUR INCHES
17. REFER TO WALMART SPECIFICATIONS FOR INFORMATION NEEDED FOR IMPLEMENTATION OF PLANTING PLANS. I
I
L C 'i P E S I'w.✓ � `'¢ � '',,
OVERALL
'
18. WEED MAT IS REQUIRED IN LANDSCAPED ISLANDS AS SPECIFIED. I
f 's1 € `Q D °•.w% k i Yd ': EY'�f !� i
f £ y :.,� Yw,i L",.,,< 'w,..% t
I
19. ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN. I
I
WEST PERIMETER BUFFER = f 1,184 LF
EAST PERIMETER BUFFERS = f 1,614 LF
I
L
20. THIS PLAN IS TO BE IMPLEMENTED COOPERATIVELY WITH SWPPP PLAN, AS NEEDED, TO MAXIMIZE THE EFFECTIVENESS OF THE SWPPP PLAN FOR THIS SITE. I
I
I
2 CANOPY TREES REQUIRED / 35 ' LF =
68 TREES REQUIRED
2 CANOPY TREES REQUIRED / 35 LF =
98 TREES REQUIRED 1
21. THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING OR SODDING IN STAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING.
7 TREES PROVIDED
98 TREES PROVIDED I
22. THIS PLAN DOES NOT PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP PLAN.
UNDERSTORY TREE SUBSTITUTES DUE TO
122 TREES PROVIDED
NOTE = TOTAL PROVIDED INCLUDES USING 6 EXISTING TREES FOR CREDIT
I
CONFLICT WITH OVERHEAD POWER
TO MEET THE CANOPY TREE TOTAL
23. ALL SEEDING AREAS TO MEASURED AND VERIFIED BY CONTRACTOR PRIOR TO BID AND AGAIN PRIOR TO SEEDING. I
2 4. ALL EXISTING VEGETATION THAT IS TO BE PRESERVED SHALL BE FENCED WITH A DURABLE, STURDY FENCE BEFORE GRADING BEGINS. THE FENCING MUST BE A MINIMUM FOUR FEET (4') HIGH, OF
12 SHRUBS REQUIRED / 35 LF =
408 SHRUBS REQUIRED
12 SHRUBS REQUIRED / 35 LF =
444 SHRUBS REQUIRED
DURABLE CONSTRUCTION, AND PLACED OUTSIDE THE DRIPLINE OF THE TREE(S) TO BE PROTECTED. TREE PROTECTION ZONE SIGNS MUST BE INSTALLED ON THE TREE PROTECTION FENCE AND BE VISIBLE ;
408 SHRUBS PROVIDED
444 SHRUBS PROVIDED 1
ON ALL SIDES OF THE FENCED -IN AREA (MINIMUM ONE SIGN ON EACH SIDE AND/OR EVERY 300 LINEAR FEET). IF TREES SHOWN ARE NOT ABLE TO BE PROTECTED, LANDSCAPE ARCHITECT AND CEC TO
BE NOTIFIED. I
1
SOUTH PERIMETER BUFFERS = f 1,251 LF TOTAL
NORTH PERIMETER BUFFERS = f 724 LF TOTAL
M
25. THIS PLAN PROPOSES TO USE A COMBINATION OF A FENCE AND DENSE LANDSCAPE PLANT MATERIAL TO FORM A SCREEN OF NOT LESS THAN SIX FEET (6') HIGH SUFFICIENT TO BLOCK THE VIEW OF
2 CANOPY TREES REQUIRED / 35 LF =
74 TREES REQUIRED
2 CANOPY TREES REQUIRED / 35 LF -
27 TREES REQUIRED
RESIDENCES OR RESIDENTIALLY ZONED LOT{S). 1.1
74 TREES PROVIDED
27 TREES PROVIDED
26. THE (PRACTICE OF TOPPING CRAPE MYRTLE IS DISCOURAGED. MINIMUM PRUNING TO DEVELOP CRAPE MYRTLE'S NATURAL TREE FORM IS ENCOURAGED,
NOTE = TOTAL PROVIDED INCLUDES USING 24 EXISTING TREES FOR CREDIT
TO MEET THE CANOPY TREE TOTAL
1
27. WATERING BY HAND FOR PLANT ESTABLISHMENT IS REQUIRED FOR UP TO 1 YEAR AS PART OF THE WARRANTY PROGRAM DEPENDING ON TYPE OF PLANTING LOCATION. CONTRACTOR TO INCLUDE
-
12 SHRUBS REQUIRED / 35 LF
162 SHRUBS REQUIRED
PRICE IN BASE BID.
-
12 SHRUBS REQUIRED / 35 LF =
408 SHRUBS REQUIRED
162 SHRUBS PROVIDED
408 SHRUBS PROVIDED
NOTE =PROPOSED BUFFER ALONG THE ADJACENT COMMERCIAL PARCELS IS I
I
-
DIVIDED ALONG THE PROPERTY LINE WITH EACH USE
TO PROVIDE ONE-HALF 1
GENERAL NOTE:
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
L FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. J
OF THE REQUIRED BUFFER PLANTINGS.11
I';R, ZONED -1 ►
-b,�, ►w
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ai
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11
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LANDSCAPE SCHEDULE
KEY
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
REMARKS
SHADE TREE(S)
AROG
52
ACER RUBRUM'OCTOBER GLORY
OCTOBER GLORY RED MAPLE
21/2-3" CAL.
B+B
QPH
32
QUERCUS PHELLOS
WILLOW OAK
21/2-3" CAL,
B+B
UPD
76
ULMUS PARVIFOLIA'DYNASTY'
DYNASTY ELM
3-3 1/2" CAL.
B+B
SUBTOTAL:
160
ORNAMENTAL TREE(S)
CCFP
43
CERCIS CANADENSIS'FOREST PANSY I
FOREST PANSY REDBUD
2-2 1/2" CAL.
B+B
CF
35
CORNUS FLORIDA
WHITE FLOWERING DOGWOOD
8-10,
B+B
LI
1
LAGERSTROEMIA INDICA'NATCHEZ
NATCHEZ CRAPEMYRTLE
8-10,
B+B
MV
49
MAGNOLIA VIRGINIANA
SWEETBAY MAGNOLIA
8-10,
B+B
SUBTOTAL:
128
EVERGREEN TREE(S)
TD
37
TAXODIUM DISTICHUM
BALD CYPRESS
8-10,
B+B
SUBTOTAL:
37
EVERGREEN SHRUB(S)
I H
634
ILEX RENATAI HELLERII
HELLERI APANESE HOLLY
LY
15-18I
#3 CAN
ICS
508
ILEX CRENATAI STEEDSI
STEEDS JAPANESE HOLLY
3 a36n
#3 C AN
IGS
800
ILEX GIABRA SHAMROCK
SHAMROCK INKBERRY H 0
HOLLY
u
4-
2 30
#5 CAN
WM
32
MYRICA CERIFERA
WAX MYRTLE
N
2 4
CONTAINER
JD
30
I 1
J NIPERUS DAVURICA PARS NI
U 0
PARSON JUNIPER
S U
n
15-18
#3 CAN
SUBTOTAL:
2017
ORNAMENTAL GRASS(ES)
MSG
238
MISCANTHUS SINENSIS'GRACILLIMUS'
MAIDEN GRASS
2 GAL,
CONTAINER
SW
135
PANICUM VIRGATUM1 SHENANDOAH
RED SWITCHGRASS
2 GAL.
CONTAINER
SUBTOTAL:
373
ALL PLANTS MUST CONFORM TO THE CALIPER AND SIZE REQUIREMENTS PRESENTED IN THE LOCI L ORDINANCE
WET DETENTION BASIN HERBACEOUS PLANT SCHEDULE
VEGETATED SHELF PLANTINGS. ± 21,520 SQUARE FEET OVERALL
9-TY BOTANICAL NAME COMMON NAME ROOT SPACING
PLANTING RATIO
1,076 CAREX TENERA QUILL SEDGE 2" PLUG 2' O.C.
20%
646 EUPATORIADELPHUS FISTULOSUS JOE PYE WEED 2"PLUG 2'O.C.
12%
538 LOBELIA CARDINALIS CARDINAL FLOWER 2" PLUG 2' O.C.
10%
I
646 LOBELIA ELONGA(A LONGLEAF LOBELIA 2"PLUG 2' O.C.
12%
861 SACCHARUM BALDINII NARROW PLUMEGRASS 2" PLUG 2' O.C.
16%
538 IRIS VIRGINICA BLUE FLAG IRIS 2" PLUG 2' O.C.
10%
1,076 JUNCUS EFFUSUS VAR. SOLUTUS SOFT RUSH 2" PLUG 2' O.C.
20%
5,380
. NOTES:
1) PLANTING RATIO IS BASED ON THE AREA, NOT THE TOTAL QUANTITY OF THE PLANTS. THE QUANTITY OF EACH PLANT IS
DETERMINED BY THE AREA RATIO AND THE SPACING IN WHICH THEY ARE TO BE PLANTED.
2) PLANTING OF BASIN IS NOT TO BE CONDUCTED UNTIL THE ACTUAL WATER LEVEL OF THE BASIN AND ALL SURROUNDING AREAS
HAVE STABILIZED. PRIOR TO PLANTING, CONTRACTOR TO VERIFY THE WATER DEPTH TO THE NEAREST INCH. PLANTING AREA MAY NEED
TO BE REVISED AND PLANT QUANTITIES ADJUSTED BASED ON FIELD CONDITIONS.
OWNER MAINTENANCE RESPONSIBILITIES
Upon Owner's (or Owner contractor's) completion of landscaping work, the Owner is fully responsible for all future maintenance, care, upkeep,
watering, and trimming of all installed vegetation, plants, tree, bushes, shrubs, grasses, grass, ornamental plants and flowers, flowers, ground cover,
and landscaping, including all landscape islands and areas adjacent or part of the landsccped areas. This responsibility includes, but is not limited
to, the following:
Trees adjacent to walkways and areas of pedestrian traffic must be maintained to assure that any branches must be limbed up to a
clearance -height of 7 fit. (from all pedestrian surfaces) or pruned back to avoid any interference with the typical path of travel.
Trees within vehicular sight lines, as illustrated on the landscape plan, are to be trimmed to a clearance height of 7 ft. (from all paved,
traveled surfaces), or as otherwise indicated on the plans.
• Vegetative ground cover, shrubs and ornamental plants and grasses must be trimmed so that no portion of the plant exceeds 30 inches
above grade ;of all paved, travel surfaces) along and within the sight lines of parking lots and ingress -egress ways.
• Fallen plant flowers, fruit, seeds and debris droppings are to be removed immediately from vehicular and pedestrian traffic areas to
prevent tripping, slipping or any ' other hazards.
The practice of topping Crape Myrtle is discouraged by the Town. Minimum pruning to develop Crape Myrtle's natural tree form is
.1 encouraged. 1. 1.
These requirements do not affect the plant life guarantees the landscape contractor is required to provide.
ALERT TO CONTRACTOR!
I. THE SITEWORK FOR THE WAL-MART PORTION OF THIS PROJECT SHALL
MEET OR EXCEED THE "WAL-MART STANDARD SITEWORK
SPECIFICATIONS.11
2. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY
CODES AND/OR UTILITY SERVILE 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 I-ONG AS PROPOSED MATERIAL IS TRUE TO
PLANTING INTENT AND MEETS CODE REQUIREMENTS.
NOTE TO CONTRACTOR:
18" WIDE SOD STRIP IS REQUIRED BEHIND ALL CONCRETE CURBS/BUFFERS,
11
AUTOMATIC IRRIGATION IS NOT REQUIRED ON THIS ,.\�``\Ix�N►11fc1aR'o'fff'''��.
PROJECT DUE TO ENVIRONMENTAL CONDITIONS THAT `�.``��1 ���oscgA,/2''%''�,,
DO NOT WARRANT THE INSTALLATION OF A ZLIF• -Y
WATERING SYSTEM FOR PLANT ES TA LISHMENT AND ' * �� -F0
SURVIVAL. _ :� 637 =: =
= •N e =
`Y•
�P �i
F V
LANDSCAPE AR ITECT SIG ATURE SEAL .191
'''''''''f 0/ A . GPO
+f►uuI1111
Sa
r�R�EEVISIONS
BY
NCDENR REVISIONS
7
BAB
5/18/16
NCDENR REVS/OTB REV
8
5/31/16
BAB
NCDOT/NCDENR REVS
9
BAB
6/6/16
QA/QC, OTB REVISIONS
10
ATZ
6/20/16
NCDEQ REVISIONS
11
BAB
8/3/16
BID ADDENDUM 1
12
9/21/16
BAB
NCDEQ REVISIONS
13
BAB
10/3/16 .
NCDEQ REVISIONS
14
BAB
10/19/16
I'll I � i .
11
1
I.
,.
ALERT TO CONTRACTOR
60 30 15 0 60 ALL GENERAL CONTRACTOR WORK TO BE COMPLETED
(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE
- DATE :N
1"= 60' MILESTONE PROJECT DOCUMENTS.
(11m�
DRAWN
M")
BAB
CHECKED
MAT
DATE
7/11/14
SCALE
1 "=60'
JOB No.
NCC138078
SHEET
C:\USERS\BBUCKLAND\APPDATA\LOCAL\TEMPIACPUBLISH_4152\NCC138078LP3.DWO PRINTED BY: BBUCKLAND 10.19.16 @ 9:09 AM LAST SAVED BY: BBUCKLAND

ONCRETE PAVEMENT SECTION
PAVEMENT SURFACE
(SEE PAVEMENT DETAIL)
CONCRETE -TO -ASPHALT DETAIL
NOT TO SCALE
2' MIN. CLEAR ZONE
(TYP., LT. & RT.)
VARIES
2% MAX. CROSS SLOPE _
K.
"..a;��: �•A, k ':pr o•, •'if �. :'.�. •a..• k :. .9 .`•�e.e
�-4" CLASS A CONCRETE
COMPACTED SUBGRADE (PER (3000 P.S.I. @ 28 DAYS)
SITEWORK SPECIFICATIONS) 4" THICK, COMPACTED
STONE BASE (TYPE 2a)
COTE:
1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED
AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL
TO SIDEWALK WIDTH.
CONCRETE SIDEWALK DETAIL
NOT TO SCALE
FULL HEIGHT CURB I 6' CURB TAPER _ I 1" RADIUS
2"
PAVEMENT SURFAC
CURB TAPER DETAIL
NOT TO SCALE
1 Fn ACDWAI T CI IDCA(`G (ni II?Qr- /C_Q rQ\
1 r," ACDL.IAI T 011DCAf`C f`nl IDCC /C a FIB\
5" 4,000 PSI CONCRETE
6" COMPACTED STONE BASE
.a4...:• .. Aar . ... ..fr •a o. fie'. :.�• b'. +bv .+b ��a' ..wG :Oq: x'�5 S, i.g•Q k, A s �, .,
:ti A''¢n:.�: yy'; '✓ey op '5. ae-":y.." ''.s ?aa :ate .�s'•:� r'p::. y, ..e�: :•y'• '•,s; ;. D°.
,` ,ik,' i° •e` �. d,« Rai' .: •'ey"a
fi
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�79 1:I 1 1-11 t �...i 1 S--•^-^t i i,..,....,.t i ' { I'�..I I S..^.,....,� � '..�'�.I I �".,"" � i
COMPACTED SUBGRADE
(PER SITEWORK SPECIFICATIONS)
(PER SITEWORK SPECIFICATIONS) (PER SITEWORK SPECIFICATIONS) '�\�qI Jam', p},{�'Q,
� V O Ji E O
NOTE: 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 11 PER GEOTECHNICAL
1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 11 PER GEOTECHNICAL REPORT NOTE: REPORT PREPARED BY S&ME, INC, ENTITLED INITIAL GEOTECHNICAL
PREPARED BY S&ME, INC, ENTITLED INITIAL GEOTECHNICAL EXPLORATION REPORT; 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 11 PER GEOTECHNICAL EXPLORATION REPORT; WALMART SUPERCENTER #86290 SWANSBORO, NC,
WALMART SUPERCENTER #86290 SWANSBORO, NC, DATED 4/18/13 (PROJECT REPORT PREPARED BY S&ME, INC, ENTITLED INITIAL GEOTECHNICAL DATED 4/18/13 (PROJECT #1051-13-378G). REFER TO SPECIFICATIONS MANUAL
#1051-13-378G). REFER TO SPECIFICATIONS MANUAL FOR COMPACTION EXPLORATION REPORT; WALMART SUPERCENTER #86290 SWANSBORO, NC, FOR COMPACTION REQUIREMENTS,
REQUIREMENTS. DATED 4/18/13 (PROJECT #1051-13-378G). REFER TO SPECIFICATIONS MANUAL
FOR COMPACTION REQUIREMENTS.
HEAVY DUTY ASPHALT HIAAAJI. T PAVEMENT SECTION STANDARD DUTY ASPHALT PAVEMENT SECTION STANDARD DUTY CONCRETE SECTION
NOT TO SCALE NOT TO SCALE NOT TO SCALE
EXISTING CURB
AND GUTTER TO
BENCH MILL INTO BE REMOVED AS
EXISTING LANE A NEEDED
6" 4,000 PSI CONCRETE 6" COMPACTED STONE BASE MINIMUM OF 1.5" DEEP
AT A WIDTH OF 2'
LIMITS OF SAW CUT
9 a•::+• 4 ,. rod ° z•.&«:: .' r :; : .6 �; �,•....'. °. <. •' ,a.. �'�'•.'`.'", as".. °: x•a `, zei "a.
w` A
• a; • • « .. a' o...- -' a w.
„ - ..< 2'.: .: -z z.. .� e.,. ._H.s••.. t..'.. ..z. .::':��. .. d 4....'._�•'q °4 .bz <8l ._ei ...✓. « .. _ ,. .., ,.. e, .. .,,..
\-COMPACTED SUBGRADE
NOTE: (PER SITEWORK SPECIFICATION
1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 11 PER GEOTECHNICAL
REPORT PREPARED BY S&ME, INC, ENTITLED INITIAL GEOTECHNICAL
EXPLORATION REPORT; WALMART SUPERCENTER #86290 SWANSBORO, NC,
DATED 4/18/13 (PROJECT #1051-13-378G). REFER TO SPECIFICATIONS MANUAL
FOR COMPACTION REQUIREMENTS.
HEAVY DUTY CONCRETE SECTION
NOTE:
1. CONTRACTOR TO BLOWOUT DUST FROM DRILLED HOLES PRIOR TO APPLYING
GROUT.
CONCRETE DOWELING DETAIL
NOT TO SCALE
INFILTRATION TRENCH DESIGN REQUIREMENTS
ID
VOLUME
(CF)
K (INItiR)
T (DAYS)
REQ.
AREA (SF)
LENGTH
(FT)
WIDTH
(FT)
HEIGHT
(FT)
SHWT
ELEV.
BOTTOM
ELEV.
FROM WET POND 2
24,075
2.0
4.51
1,318
55
24
2.0
29.0
29.0
FROM WET POND 3
30,416
2.0
4.f 9
1,814
76
24
1 1.75
28.75
28.75
2" ASPHALT CONCRETE
SURFACE COURSE
2" ASPHALT CONCRETE
BASED ON: A=V/(2'K`T)
INITIAL COURSE
'NOTE THAT NO SEPARATION BETWEEN SHWT AND BOTTOM OF
INFILTRATION BASIN IS REQUIRED DUE TO USE AS SECONDARY BMP FOR
8" AGGREGATE
'EFFECTIVE INFILTRATION.'
BASE COURSE
REFER TO NCDENR BMP MANUAL FOR COMPLETE REQUIREMENTS.
COMPACTED SUBGRADE
(PER SITEWORK
SPECIFICATIONS)
7•a
MAINTENANCE NOTES:
1. FOR THE FIRST YEAR OF OPERATION,
INSTALLATIONS SHOULD BE INSPECTED MONTHLY
AND AFTER EACH MAJOR STORM. AFTER THE FIRST
YEAR, QUARTERLY INSPECTIONS, PREFERABLY
CONDUCTED AFTER A STORM, ARE RECOMMENDED.
2. TRASH AND DEBRIS SHOULD BE REMOVED IF
PRESENT.
3. THE FLOW DIVERSION STRUCTURE SHOULD BE
REPAIRED/REPLACED AND UNCLOGGED AS
NECESSARY FOR PROPER FUNCTIONING.
ASPHALT PAVEMENT SECTION
PER PLAN AND DETAILS
JJJJJJJ
JJJJJJJJJ
JJJSi JJJJ,JJ 18" SQUARE CONCRETE
JJJ_ JJJJ
JJJJJJJJ ENCASEMENT
J J J J JJ (3000 P.S,I CONCRETE)
3,000 P.S.I CONCRETE
ASPHALT OR
CONCRETE AS TRAFFIC RATED CLEANOUT COVER FINISHED GRADE
DETERMINED BY F2" ASPHALT OR CONCRETE
TRAFFIC SURFACE
71.
i''•\ •., 'gym .`4' :.•-:: ,.. .
fax \ ^� <� � i �. ..4 � ='•i ,�� , _ '• ! d-
, 'tom•. :'t .''.t: .y': �++ •r
4" SEWER CLEANOUT CAP '. ;; '`''''�''.�• :, I I I; I
SAND CUSHION � I I ":��• �;• € : . •�: `.� I ----I
€ I(
3000 P.S.I. CONCRETE
6" PVC ENCASEMENT PIPE--//
TRAFFIC RATED CLEANOUT DETAIL
CONSTRUCTION NOTES:
1. CARE SHOULD BE USED DURING INSTALLATION TO
MINIMIZE COMPACTION OF SOIL ON THE BOTTOM
AND WALLS OF INFILTRATION DEVICES. TO AVOID
COMPACTING THE DRAINAGE MEDIA, LIGHT
EQUIPMENT AND CONSTRUCTION TECHNIQUES THAT
MINIMIZE COMPACTION SHOULD BE USED.
2. RUNOFF SHALL NOT BE DIRECTED INTO AN
INFILTRATION DEVICE UNTIL THE DRAINAGE AREA IS
STABILIZED.
3. A MINIMUM OF ONE (1) OBSERVATION WELL SHALL
BE CONSTRUCTED WITH THE INFILTRATION SYSTEM
TO PERIODICALLY VERIFY THAT THE DRAINAGE
MEDIA IS FULLY DRAINING. THE MONITORING WELL
SHALL CONSIST OF A 4" TO 6" DIAMETER,
PERFORATED PVC PIPE WITH A LOCKING CAP. THE
NOT TO SCALE
4"x4" WOOD POST
8'-0" O.C.
r� �I
1 "x6" WOOD SLATS
2"x4" STRINGER (VERTICAL)
(2 TYP.)
�. � COMPACTED SOIL PER SITE PREP
WELL SHOULD BE PLACED NEAR IHEGENIEROF FINISHED GRADE-,--. H HHhHHHHHH I H H
NOTE AND SPECIFICATIONS THE FACILITY OR IN THE GENERAL LOCATION OF THE
'*'�--WASHED #57 STONE LOWEST POINT WITHIN THE FACILITY, WITH THE T _ ; _ �' I
FILTER FABRIC INVERT AT THE EXCAVATED BOTTOM OF THE I LI=I I I I`�I
FACILITY.
I -'III s' � '� ' i I I----' `�• ' " -
TYPICAL EXISTING' _ f 4. IF NECESSARY REMOVE 6" OF BOTTOM MATERIAL
LANE 24" PROPOSED CURB WIDTHW
CONCRETE BASE '„_,-; -•-- � ',' ' -"-" ;: A; � I
(BELOW DESIGN BOTTOM OF TRENCH) BEFORE :L eLl ba 3
AND GUTTER AS INSTALLATION OF INFILTRATION DEVICE IN ORDER
PROPOSED TURN LANE NEEDED. SEE NCDOT I €-
AT 2.0% MAXIMUM CROSS V1 PERFORATED PVC PIPE (2 ROWS TO RESTORE PRE -CONSTRUCTION INFILTRATION
SLOPE DETAIL 846.01 OF 718 HOLES ON THE BOTTOM OF RATES. I•••`, I�111 =` I I THE PIPE SPACED AT 120- EVERY 6")
IN' I LTIRA T ON TRINENCCH DETAIL
L
TYPICAL SECTION OF ROADWAY WIDENING NTS
NOT TO SCALE
FINISHED GRADE
FRAME TO BE THOROUGHLY `¢ SEE ACO DESIGN
EMBEDDED IN MORTAR
CAST -IN -PLACE REINFORCED `
CONCRETE @ 4,000 P.S.L CD
cn u.l w
a
0
W
b
OUTLET PIPE ----
CONCRETE FOOTING
,. • A'
@ 4,000 P.S.I.
CD
ma•
NOTES.
1. THIS DETAIL IS SCHEMATIC ONLY. FINAL DESIGN TO BE ACO K200 TRENCH DRAIN.
REFERENCE ACID PLANS AND DETAILS.
2. SEE PLAN VIEW AND PROFILES FOR GRATE AND TRENCH INVERT ELEVATIONS.
3. UNDERLYING 18" RCP PIPES TO BE PROVIDED AND CONNECTED TO DRAIN IN
LOCATIONS SHOWN IN ACO PLANS AND CONNECTED TO MOST DOWNSTREAM
STRUCTURE.
TRENCH DRAIN DETAIL
I L
NOT TO SCALE
PLATEIDIVIDER ANCHORED
TO STRUCTURE
OUTFLOW TO -
INFILTRATION TRENCH
ACCESS MANHOLE-
5.00'
OUTFLOW TO
INFILTRATION TRENCH
INFLOW FROM POND
�o
INFLOW FROM POND
BYPASS OUTFLOW
BYPASS
5.00, OUTFLOW TO-\
INFILTRATION TRENCH
PLATEIDIVIDER ANCHORED
TO STRUCTURE
� 1
i
BYPASS OUTFLOW
5.00, 5.00,
OUTFLOW TO
PLATUDIVIDER ANCHORED INFILTRATION TRENCH
TO STRUCTURE PLATEIDIVIDER ANCHORED
OUTFLOW TO
INFLOW FROM POND -,,,,,.,TO STRUCTURE t
�
INFILTRATION TRENCH
INFLOW FROM POND BYPASS OUTFLOW
BYPASS OUTFLOW FROM WET POND 3
FLOW SiPLITTERLI�L DETAIL
L
NTS
NOTES: 12"0 MIN+
1. ALL LUMBER TO BE PRESSURE TREATED.
2. USE 6"x6" POSTS AT ALL CORNERS (ANGLE POINTS).
3. FINISHED SIDE OF FENCE TO FACE ADJACENT PROPERTY OWNERS.
BOARD ON BOARD FENCE DETAIL
NOT TO SCALE
PLATE/DIVIDER ANCHORED
TO STRUCTURE
ACCESS MANHOLE
-INFLOW FROM POND
'PASS OUTFLOW
.,-ACCESS MANHOLE
`-OUTFLOW TO
INFILTRATION TRENCH
FROM POND
s
REVISIONS
BY
NCDENR REVISIONS
7
BAB
5/18/16
NCDENR REVS/OTB REV
8
BAB
5/31 /16
NCDOT/NCDENR REVS
9
BAB
6/6/16
QA/QC, OTB REVISIONS
10
ATZ
6/20/16
NCDEQ REVISIONS
11
BAB
8/3/16
BID ADDENDUM 1
12
BAB
9/21 /16
NCDEQ REVISIONS
13
BAB
10/3/16
NCDEQ REVISIONS
14
BAB
10/19/16
APPROVED FOR
CONSTRUCTION
THE STATE OF NORTH CAROLINA REQUIRES NOTIFICATION
BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING
TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE
STATE.
CALL - 811
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
www., ohlerEngineering.com
DRAWN *19
BAB
CHECKED
MAT
DATE
7/11/14
SCALE
AS NOTED
JOB No.
NCC 138078
SHEET
GENERAL NOTE:
'HE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS FRI
SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELA
,PECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RED
ING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSI
TANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWING,'
FULL CONFORMANCE WIrH L QCAI RONS AND CODES.
C:\USERS\BBUCKLANDIAPPDATAILOCALITEMP'ACPUBLISH_41521NCC138078SDX.DWG PRINTED BY: BBUCKLAND 10.19.16 @ 9:10 AM LAST SAVED BY: BBUCKLAND

18" OUTLET CULVERT ELEV. 29.0'
FABRICATED ALUMINUM BAR GRATE
- - _
TOP of POND ELEV. 32.25'
TRASH RACK WITH 5"X5" OPENINGS ,
6' X 6' BOX STRUCTURE (INTERNAL DIMS)
(7' X TEXT. DIMS)
— — _
TOP OF RISER ELEV. 31.0'
CONVERT HOLE FROM SKIMMER TO----_
PERMANENT 5" ORIFICE WHEN SKIMMER
/
PERMANENT POOL ELEV. 29.0' -
BASIN CONVERTED TO WET POND
----
- - - - - - - - - - - - -
- ELEV. 29.0'
` : ,?•':,.:...,.;.�,:' .;> qn st'4s -T
•:!A•i••:} 1!••Y:.�: !�'� ..n �.� y 1•�
f l 'C:t Y•< f.A;:S ., :',::� �y _' 's`
:. s'•.•'rT ', �,v:.(.•J.•y=..•. :.r•:..:.�:: !��+.: •.
i 1:f•.
.; .) :•!::, -�i•:� ;_>:•
`�i'. •w. '<: ter':`:' :<• :i�. .t•: �i;.a• �
w:.: i••}:•
a•,:.; a .. f
.. w. •:e...• /': JyS .. •': :•y::'•?!,.
NOTES:
CONCRETE BALLAST PAD
9'
SEE NCDOT STANDARDS FOR OUTLET
STRUCTURE BOX, GRATE, REINFORCING, ETC.
ALL CONCRETE TO BE 3,600 PSI
COMPRESSIVE STRENGTH.
WHET PL OND 1 0"UTL ET CONTIR 0L STIRINUCT�TIR E
NTS
15" OUTLET CULVERT ELEV. 29,25'
FABRICATED ALUMINUM BAR GRATE
TRASH RACK WITH 5"X5" OPENINGS
6' X 6' BOX STRUCTURE (INTERNAL DIMS) TOP OF POND ELEV. 31.75'
--------------
(TXTEXT. DIMS) TOP OF RISER ELEV. 31.05'
CONVERT HOLE FROM SKIMMER TO---,-
PERMANENT 1.75" ORIFICE WHEN SKIMMER
/ — — — _ PERMANENT POOL ELEV. 29.25'
BASIN CONVERTED TO WET POND - - - - - - - - - - - - - -
ELEV. 29:25 •:�', • .•,6. ,�<,_ ''''� •'•'•• :; - .�:= -_ �:�.;':;:•,� •�., t•�,_,..r:. ,,:;=:�';�:.. .
a: •.1':' �.f .; •1•;:y.!}d drt•;..:is`•is :;. ..; ,. fi•..i'.i' i.,•i. ;:c, w%.••••'.ai
�'Fy' .1 t' .:4i ' a•:t: : i:. f: i1!i w�• .:4-•••w."i'::: �" .:i:+
-: .<....... •! .:. •:..'•: -,. NOTES: : • ..<.....
CONCRETE BALLAST PAD 91 SEE NCDOT STANDARDS FOR OUTLET
STRUCTURE BOX, GRATE, REINFORCING, ETC.
ALL CONCRETE TO BE 3,600 PSI
COMPRESSIVE STRENGTH.
WET �01�D 2 OTC TL ET CCONTIRxOL ST�l�JCCT�J��
NTS
18" OUTLET CULVERT ELEV. 29.0'-\
FABRICATED ALUMINUM BAR GRATE
TRASH RACK WITH 575" OPENINGS
6' X 6' BOX STRUCTURE (INTERNAL DIMS) _ _ - - - - - - - _ TOP of POND ELEV. 31.75'
(7'X7'EXT. DIMS) ---_ TOP OF RISER ELEV. 31.0------------
CONVERT HOLE FROM SKIMMER TO---,
PERMANENT 2" ORIFICE WHEN SKIMMER / — — — PERMANENT POOL ELEV. 29.0'
BASIN CONVERTED TO WET POND — - - - - - - - - - - - - - -
..3 • > , •� � .v ..i i-: e":`..::s': ti•= .a�•.�.yw:y!g,; _ .+.v �s..vv:f •, •" r!S +'., .i•.::{fp,.a:
NOTES: " w;'e: `C ::•i�;. a•::: i :;..:c:•;
CONCRETE BALLAST PAD 9' SEE NCDOT STANDARDS FOR OUTLET
STRUCTURE BOX, GRATE, REINFORCING, ETC.
ALL CONCRETE TO BE 3,600 PSI
COMPRESSIVE STRENGTH.
WET BOND 3 O�J��Io�E� �01���OJIo ����JCC��JJ�E
NTS
HOLE FROM SKIMMER TO
NT 5" ORIFICE WHEN SKIMMER
NVERTED TO WET POND
'ED ALUMINUM BAR GRATE
LK WITH 575" OPENINGS
:T CULVERT ELEV. 29.0'
CONVERT HOLE FROM SKIMMER TO
PERMANENT 1.75" ORIFICE WHEN SKIMMER
BASIN CONVERTED TO WET POND
ELEV. 29.25'
FABRICATED ALUMINUM BAR GRATE
TRASH RACK WITH 5"X5" OPENINGS
,ULVERT ELEV. 29.25'
CONVERT HOLE FROM SKIMMER TO
PERMANENT 2" ORIFICE WHEN SKIMMER
BASIN CONVERTED TO WET POND
ELEV. 29.0'
FABRICATED ALUMINUM BAR GRATE
TRASH RACK WITH 5"X5" OPENINGS
8" OUTLET CULVERT ELEV. 29.0'
INFLOW
2:1 SLOPES UNDER
PERMANENT POOL
SLOPES ABOVE PERMANENT POOL
-10' WIDE,10;1 VEGETATED SHELF
WET POND I CROSS SECTION
NTS (10:1 VERTICAL EXAGGERATION)
3:1 SLOPES ABOVE PERMANENT POOL
TOP OF RISER STRUCTURE WEIR ELEV. 31.05'
TEMPORARY POOL @ ELEVATION 31.05'
T WIDE,10:1 VEGETATED SHI
TOP OF POND ELE`!, 31.75'
PERMANENT POOL @ ELEVATION 29.25'
A
Iy�
` f
OUTFLOW TO FLOW SPUTTER
%$
AND INFILTRATION TRENCH
wqg
GABION BASKET WALL TOP ELEV. 29.25'
`'
LOCATION AS SHOWN ON PLANS TO
SEPARATE FOREBAY AND MAIN POOL .
(ASSUMED 35% POROSITY FOR VOLUME
yU
CALCULATIONS)
ARMOR BOTTOM OF WALL
WITH CLASS I RIP -RAP
EMBED BOTTOM OF
GABION BASKET WALL ±2'
PUMP TO DRAIN IF NECESSARY
FOR POND MAINTENANCE
20n
T CLEANOUT ELEV. 20.0'
ND ELEV.19.0'
WHET _POND 2 CROSS SECTION
NTS (10:1 VERTICAL EXAGGERATION)
TOP OF RISER STRUCTURE WEIR ELEV. 31.0'
BAFFLE WALL
3:1 SLOPES ABOVE PERMANENT POOL TOP ELEV. 31.75'
_TEMPORARY POOL @ ELEVATION 31.0'
19 WIDE, 10:1 VEGETATED SHELF
PERMANENT POOL @ ELEVATION 29.0'
y
ys
GABION BASKET WALL TOP ELEV. 29.0'
LOCATION AS SHOWN ON PLANS TO
SEPARATE FOREBAY AND MAIN POOL
s (ASSUMED 350% POROSITY FOR VOLUME
3' { CALCULATIONS)
INFLOW
2:1 SLOPES UNDER
PERMANENT POOL
ARMOR BOTTOM OF WALL
WITH CLASS I RIP -RAP
TOP OF POND ELEV. 31.75'
-3:1 SLOPES ABOVE PERMANENT POOL
'--OUTFLOW TO FLOW SPUTTER
AND INFILTRATION TRENCH
T WIDE,10:1 VEGETATED SHELF
PUMP TO DRAIN IF NECESSARY
FOR POND MAINTENANCE
,;.
EMBED BOTTOM OF 4,
SEDIMENT CLEANOUT ELEV,13.0'
GABION BASKET WALL ±2'
OTTOM OF POND ELEV.12.0'
WHET POND 3 CROSS SECTION
REVISIONS
BY
NCDENR REVISIONS
7
BAB
5/18/16
NCDENR REVS/OTB REV
8
BAB
5/31/16
NCDOT/NCDENR REVS
9
BAB
6/6/16
QA/QC, OTB REVISIONS
10
ATZ
6/20/16
NCDEQ REVISIONS
11
BAB
8/3/16
BID ADDENDUM 1
12
BAB
9/21 /16
NCDEQ REVISIONS
13
BAB
10/3/16
NCDEQ REVISIONS
14
BAB
10/19/16
DRAWN
BAB
CHECKED
MAT
DATE
7/11 /14
SCALE
AS NOTED
JOB No.
NCC138078
SHEET
GENERAL NOTE:
'HE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PRl
SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMEN (S RELA
iPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RED
ING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSI
TANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWING,'
FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES.
C:IUSERSIBBUCKLANDWPPDATAILOCALITEMPIACPUBLISH_41521NCC138078SDX.DWG PRINTED BY: BBUCKLAND 10.19.16 @ 9:10 AM LAST SAVEL BY: BBUCKLAND
NTS (10:1 VERTICAL EXAGGERATION)

12/08/11
RESERVED
PARKING
VAN
SIGNAGE OTHER THAN
ACCESSIBLE
(PED XING, STOP, ETC.)
GALVANIZED
NOTE:
SQUARE TUBE
THE MIN. HEIGHT OF
THE BOTTOM OF THE
,.
LOWEST SIGN SHALL
BE 7'-0"
USE 6" SCH. 40
0
STEEL PIPE FILLED W/
I
CONCRETE WITH TOP
ROUNDED AND PAINTED
TRAFFIC YELLOW
-
"
0
SLOPE TOPJ.
OF CONCRETE
PAVED SURFACE
3500 P.S.I. P.C.
r
CONCRETE BASE•'
4 4.
Q
IYLL-
.'�Ial•
d
4'-0"
18"0
SINGLE POST
N.T.S.
NOTES:
1. ALL SIGNS SHALL COMPLY WITH U,S. DEPARTMENT OF TRANSPORTATION, FEDERAL
HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES",
LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS.
2. GALVANIZED SQUARE TUBE
POST TUBES - 2"x2"x3/16" 14ga
POST TUBE SHALL MEET ASTM A1011 GRADE 50.
POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90.
LAYOUT PER STRIPING
EQ. EQ. DETAIL/SITE PLAN
�1.4 tj� mj)
JV
POST WITH SIGNS)
NEVER LESS THAN 9'
(UNLESS STOP SIGN IS USED)
PAINTED ENDCAP - 90'
SIGN LOCATIONS — 90° PARKING
NOTE:
ALL SIGNS EQUAL TO
OR GREATER THAN 36"
HAVE
ITWO
TRUCK
P STSHALL
ENTRANC
SIGNAGE OTHER THAN
TRUCK ENTRANCE
(TRUCK EXIT, NO THRU
TRAFFIC, ETC.)
24" 0. C.
GALVANIZED—,
NOTE:
SQUARE TUBE
THE MIN. HEIGHT OF
THE BOTTOM OF THE
..
LOWEST SIGN SHALL
BE 7'-0"
USE 6" SCH. 40
STEEL PIPE FILLED W/
{'
�I
CONCRETE WITH TOP
}
rI
ROUNDED AND PAINTED
I
I}
TRAFFIC YELLOW
-
0
SLOPE TOP
OF CONCRETE
PAVED SURFACE
3500 P.S.I. P.C.
�•,�'
r
CONCRETE BASE
Q
••
;.
LL.•
L�.
o
.,
w
4'-0"
18"0
DOUBLE POST
N.T.S.
LAYOUT PER STRIPING
DETAIL/SITE PLAN
POST WITH SIGNS)—y
NEVER LESS THAN 9'-/
(UNLESS STOP SIGN IS USED)
PAINTED ENDCAP - 60'
SIGN LOCATIONS — 600 PARKING
SIGN MOUNTING AND BASE WITH BOLLARD
(USE WHERE SIGN IS NOT WITHIN CURBED ISLAND)
N.T.S.
DTSIGNW13
RESERVED
PARKING
VAN
SIGNAGE OTHER THAN
ACCESSIBLE
(PED XING, STOP, ETC.)
GALVANIZED --,,NOTE:
SQUARE TUBE THE MIN. HEIGHT OF
THE BOTTOM OF THE
LOWEST SIGN SHALL
BE 7'-0"
0
I
i_
SEE BREAK AWAY —
TUBE POST
SLOPE TOP —
OF CONCRETE
GROUND SURFACE
3 3500 P.S.I. P.C.—,"'4`
CONCRETE BASEII'
LLJ
> t •� a: N
b- I D, 1•i --. 1
o
ow _ 4'-0"
12"0
SINGLE POST
DWI
NOTES:
1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION,
FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN
ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
2. GALVANIZED SQUARE' TUBE
POST TUBES - 2%2%3/16" 14ga
POST TUBE SHALL MEET ASTM A1011 GRADE 50.
POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90.
ANCHOR TUBE - 2-1 /4"x2-1 /4"x3/16" 14ga
HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B.
STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM
A123.
THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A
MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM 27" DEEP WITH 3"
MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE.
LAYOUT PER STRIPING
,—DETAIL/SITE PLAN
SIGN MOUNTING AND BASE
N.T.S.
POST WITH SIGNS)—/ POST WITH SIGN(S)-1
CURBED ISLAND - 90' CURBED ISLAND - 60'
SIGN LOCATIONS — 900 PARKING SIGN LOCATIONS — 60° PARKING
SIGN MOUNTING AND BASE WITHOUT' BOLLARD
(USE WHERE SIGN IS WITHIN CURBED ISLAND)
N.T.S.
24" SUBSURFACE INTERCEPTOR
DRAIN AS MANUFACTURED BY
ELJEN CORPORATION (EL00502) MULCH
OR APPROVED EQUAL. DRAIN TO
BE INSTALLED AROUND ENTIRE
PERIMETER OF PLANTER. WEED FABRIC
u _
SEE FORARCHITECTS WALLDETAILS
a I -III -I I I.I
i TRUCK i
IENTRANCq
24" O.C.
NOTE:
ALL SIGNS EQUAL TO
OR GREATER THAN 36"
IN WIDTH SHALL HAVE
TWO POSTS
SIGNAGE OTHER THAN
TRUCK ENTRANCE
(TRUCK EXIT, NO THRU
TRAFFIC, ETC.)
GALVANIZED --,,,,,NOTE:
SQUARE TUBE THE MIN. HEIGHT OF
THE BOTTOM OF THE
LOWEST SIGN SHALL
Z BE 7'-0"
0
F,
SEE BREAK AWAY
TUBE POST
SLOPE TOP
OF CONCRETE
GROUND SURFACE
3500 P.S.I. P.C.-�
71
CONCRETE BASE
'4,
• 1.
•. �;
I
f.
��
CV
4'-0"
12"0
DOUBLE POST
N.T.S.
5/16" GR. 5 0
FLANGED BOLT
X
5/16" GR. 5
0
SERRATED a
FLANGED NUT
O b
GROUND SURFACE
PLAN VIEW PARTIAL ELEVATION
SQUARE TUBE BREAK AWAY POST
N.T.S.
LAYOUT PER STRIPING
DETAIL/SITE PLAN
SOLID ARROW MARKINGS
USED AT EXITS FROM THE PARKING LOT TO PUBLIC STREETS
PAVEMENT MARKINGS
N.T.S.
DTRLTURN 03/03/11
1 CONCRETE FLUME
N.T.S.
2'-0"
6 6„ TOOLED EDGE (TYP)
— 1'-0»
INISH GRADE
FINISH GRADE •-3" RADIUS (TYP)
4000 PSI -
.`,�4�� CONCRETE
1'-0"
4 6„
D
( II I I1 1 11 II I II ({III{ ( i l r
'—'I I I! { II I
SOURCE BOX 6" MIN. COMPACTED ABC
LAST REVISED: BOHLER COMPACTED SUBGRADE
DETAIL
MARCH 2O13
NOTES:
1. WORDS AND ARROWS SHALL BE APPLIED IN
ACCORDANCE WITH SECTION 3B.20 OF THE
MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES FOR STREETS AND HIGHWAYS.
2. THESE WORDS AND ARROWS ARE TO BE
PAINTED RETROREFLECTIVE WHITE.
3. OPEN ARROWS SHALL CONSIST OF A 4"
PERIMETER STRIPE.
6-0" .14 F� �14 t� 4 t
+ "ONLY" PAVEMENT MARKING
AS INDICATED ON PLANS
4" +
ao
4" 4"
1'-0" 1'-0" 1'-0"
OPEN ARROW MARKINGS
USED IN THE PARKING LOT AISLES
mn.
6'-0-
III —III —I Z - -
=1 I=1 1I-
1�1=1�1; �W
-III=1ul
-III- MW
W
4 4 4. cn
I I I_I i I_I I I_I
SLR OPE I 6" PERFORATED PVC PIPE (2
I, ROWS OF 1 /2" HOLES ON
BOTTOM OF PIPE SPACED AT
120' EVERY 5") AROUND
ENTIRE PERIMETER OF PLANTER.
a . ,4' SLOPE Q 1 % MIN.
. a• .a
SEE GRADING PLAN �. c a'
FOR CONNECTION
RAISED PLANTER - SUBSURFACE
INTERCEPTOR DRAIN SYSTEM N.T-S.
REV{SIONS
BY
NCDENR REVISIONS
7
5/18/16
BAB
NCDENR REVS/OTB REV
8
5/31 /16
BAB
NCDOT/NCDENR REVS
9
6/6/16
BAB
QA/QC, OTB REVISIONS
10
ATZ
6/20/16
NCDEQ REVISIONS
11
8/3/16
BAB
BID ADDENDUM 1
12
9/21 /16
BAB
NCDEQ REVISIONS
13
BAB
10/3/16
NCDEQ REVISIONS
14
BAB
10/19/16
APPROVED FOR
CONSTRUCTION ij
THE STATE OF NORTH CAROLINA REQUIRES NOTIFICATION
BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING
TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE
STATE.
CALL - B11
I 1
BOHLER
CHARLOTTE, NC 28203
• - 9:0401
:0 40
www.BohlerEngineering.com
DRAWN
BAB
CHECKED
MAT
DATE
7/11/14
SCALE
AS NOTED
JOB No.
NCC138078
SHEET
GENERAL NOTE:
fHE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PR,
SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELA
>PECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RED
'ING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSI
'TANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWING:
FULL CONFORMANCE WITH I Kcal RFG111 IONS AND CODES.
C:\USERS\BBUCKLAND\APPDATA\LOCAL\TEMPIACPUBLISH_4152\NCC138078OD3.DWG PRINTED BY: BBUCKLAND 10.19,16 @ 9:10AM LAST SAVED BY: BBUCKLAND