Poplin Meadows - Poplin Meadows - Plans - 180606

DELORME STREET ATLAS 2004 PLUS USA
SCALE: 1" = 2000'
CONTACT:MICHAEL THEBERGE, P.E.
DEVELOPER
THE MOSER GROUP, INC.
231 POST OFFIC DRIVE SUITE B-8
INDIAN TRAIL, NC 28079
CONTACT: CODY TURNER
PHONE: [phone] EXT 221
FOR
THE MOSER GROUP, INC.
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
FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES.
PREPARED BY
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
TM
LOCATION MAP
REFERENCE INFORMATION
REFERENCES
BOUNDARY AND TOPOGRAPHIC SURVEY:
EAGLE ENGINEERING
"THE CHARLES P. O'CAIN & KAREN D. PROPERTY, VANCE TWSP., UNION CO. N.C."
JOB#: 6194
DATE: 5/8/18
GEOTECHNICAL ENGINEERING REPORT:
EAGLE ENGINEERING
"SUMMARY REPORT OF PRELIMINARY GEOTECHNICAL SUBSURFACE EXPLORATION
AND ENGINEERING EVALUATION"
JOB#: 6194-NC
DATED: 4/25/18
GOVERNING AGENCIES
UNION COUNTY PLANNING & ZONING
500 N. MAIN ST., STE 70
MONROE, NC 28112
CONTACT: RICHARD BLACK - PLANNING DIRECTOR
PHONE: [phone]
EMAIL: [e-mail]
UNION COUNTY STORMWATER DEPARTMENT
500 N. MAIN ST., STE 70
MONROE, NC 28112
CONTACT: BRIAN HAWKINS - STORMWATER ENGINEER
PHONE: [phone]
EMAIL: [e-mail]
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT)
DISTRICT 3
130 S. SUTHERLAND AVE
MONROE, NC 28112
CONTACT: LEE AINSWORTH, III, PE
PHONE: [phone]
UNION COUNTY PUBLIC WORKS
500 N. MAIN ST., STE 70
MONROE, NC 28112
CONTACT: SCOTT HUNEYCUTT
PHONE: [phone]
EMAIL: [e-mail]
HEMBY BRIDGE FIRE DEPARTMENT
6628 MILLGROVE RD.
INDIAN TRAIL, NC 28079
CONTACT: JOHNNY BLYTHE - FIRE CHIEF
PHONE: [phone]
NCDEQ (EROSION CONTROL)
610 EAST CENTER AVENUE - STE. 301
MOORESVILLE, NC 28155
CONTACT: ZAHID KHAN - ENGINEERING SUPERVISOR
PHONE: [phone]
NCDEMLR (STORMWATER QUALITY)
1612 MAIL SERVICE CENTER
RALEIGH, NC 27699
CONTACT: ROBERT PATTERSON - ENVIRONMENTAL ENGINEERING REVIEWER
PHONE:[phone]
UTILITY / GOVERNING AGENCY
ELECTRIC
UTILITY SERVICE CONTACTS
SERVICE
UNION POWER CORPORATIVE
P.O. BOX 5014
MONROE, NC 28110
CONTACT: KEITH HELMS
PHONE: [phone]
WATER/ SANITARY SEWER UNION COUNTY PUBLIC WORKS
ENGINEERING DEPARTMENT
500N. MAIN STREET
CHARLOTTE, NC 28112
PHONE: [phone]
STORM SEWER UNION COUNTY
STORMWATER DEPARTMENT
500 N. MAIN ST., STE 70
MONROE, NC 28112
EMAIL: [e-mail] (BRIAN HAWKINS)
LOCATION OF SITE
6008 POPLIN ROAD, UNION COUNTY
PARCEL IDENTIFICATION: 07042010C
UNION COUNTY, NORTH CAROLINA
SHEET INDEX
SHEET TITLE SHEET NUMBER
COVER SHEET C-101
GENERAL NOTES AND LEGEND C-102 - C-103
SURVEY (BY OTHERS)C-104 - C-105
EXISTING CONDITIONS & DEMOLITION PLAN C-201
OVERALL SITE PLAN C-301
SITE PLAN C-302 - C-303
PAVEMENT PLAN C-304
SITE DETAILS C-305 - C-307
OVERALL GRADING PLAN C-401
GRADING PLAN C-402 - C-403
PERMANENT POND DETAILS C-404
ROAD PLAN AND PROFILE C-405 - C-408
STORM PROFILES C-409 - C-414
STORM SCHEDULES C-415
STORM DETAILS C-416 - C-417
OVERALL UTILITY PLAN C-501
SEWER PLAN AND PROFILE C-502 - C-508
UCPW DETAILS C-509 - C-510
PRE- AND POST-DEVELOPMENT DRAINAGE MAPS C-601 - C-602
INLET DRAINAGE MAP C-603
EROSION AND SEDIMENT CONTROL PLANS C-701 - C-702
EROSION AND SEDIMENT CONTROL DETAILS C-703 - C-704
OVERALL LANDSCAPE PLAN L-1
LANDSCAPE PLAN L-2
LANDSCAPE NOTES AND DETAILS L-3
ROADWAY EX. CONDITIONS & DEMOLITION PLAN RD-201
BONTERRA VILLAGE WAY CONSTRUCTION & STRIPING PLAN RD-301
BONTERRA VILLAGE WAY ROAD IMPROVEMENT AND GRADING
PLAN RD-401
BONTERRA VILLAGE WAY SIGHT DISTANCE PROFILE RD-402
BONTERRA VILLAGE WAY ROAD SECTIONS RD-403
NCDOT DETAILS RD-501
POPLIN MEADOWS
NTS
SD0
C-101
COVER
SHEET
OWNER
CHARLES P & KAREN O'CAIN
6008 POPLIN ROAD
INDIAN TRAIL, NC 28079
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
C:\USERS\TZOOK\APPDATA\LOCAL\TEMP\ACPUBLISH_11128\NCC172107SD0.DWG PRINTED BY: TZOOK 6.07.18 @ 4:49 PM LAST SAVED BY: TZOOK
NCC172107
JMO
MAT
11/9/2017
POPLIN
MEADOWS
THE MOSER
GROUP, INC
6008 POPLIN ROAD
UNION COUNTY, NC
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERING043610
MICHA
EL A . T H E B ERGESEAL
E
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROL
I
NA6/6/18
NTS
SD0
C-102
GENERAL
NOTES
GENERAL NOTES:
CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR
IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE
REQUIREMENTS.
1.THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN:
·“THE CHARLES P. O'CAIN & KAREN D. PROPERTY, VANCE TWSP., UNION CO. N.C.”
EAGLE ENGINEERING
2013A VAN BUREN AVENUE
INDIAN TRIAL, NORTH CAROLINA 28079
DATE: 5/8/18
JOB#: 6194
·“SUMMARY REPORT OF PRELIMINARY GEOTECHNICAL SUBSURFACE EXPLORATION AND ENGINEERING
EVALUATION”
EAGLE ENGINEERING
2013A VAN BUREN AVENUE
INDIAN TRIAL, NORTH CAROLINA 28079
DATE: 5/8/18
JOB#: 6194-NC
PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT HE/SHE HAS THE LATEST EDITION OF THE
DOCUMENTS REFERENCED ABOVE. THIS IS CONTRACTOR'S RESPONSIBILITY.
2.ALL ACCESSIBLE (A/K/A ADA) PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF
THE REQUIREMENTS OF THE “AMERICANS WITH DISABILITIES ACT” (ADA) CODE (42 U.S.C. § 12101 et seq. AND 42 U.S.C. § 4151
et seq.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, AND ANY AND ALL
AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED.
3.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND
APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS
RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND
APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN
OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES.
4.THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL
CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
5.ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND CONDITIONS OF APPROVAL,
AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS
OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT.
6.THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION
DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR
RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE
PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER,
IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS
AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK.
7.THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO
THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER
ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF
THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES.
8.ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES
EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR
WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS
PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING
CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK.
9.CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS “OF RECORD” FOR EXACT LOCATIONS AND
DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY
LOCATIONS.
10.PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL
REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO,
STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). CONTRACTOR
MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR
AMBIGUITIES WHICH EXIST.
11.DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID
WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES
WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR.
12.THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING
REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY
ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS
STRUCTURES AND PROPERTIES.
13.THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT,
STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL
CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE
STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO
REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE
PROJECT.
14.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR
PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT,
STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO,
REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE
ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED
DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR
EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION
EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN
CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES.
CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL
EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF
CONSTRUCTION.
15.ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS
UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT.
16.THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY
OR FOR THE CONSTRUCTION MEANs, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED
BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS
RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT
OF CONSTRUCTION.
17.THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN
RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S
SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY
JOB SITE SAFETY ISSUES, AT ANY TIME.
18.ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S
LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE
THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS,
OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS,
EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS
ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD
HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER
ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING
WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER
THE COMPLETION OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED UNDER
THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE
OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS,
SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND
SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE
DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES
OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN
ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL
CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN
WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE
HEREUNDER.
19.BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS
SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT
ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION
SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND/OR METHODS AND/OR TECHNIQUES
OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME
HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS
WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT
BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER
ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY
AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE
REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN
RECEIVED.
20.NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING
AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS,
PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND
ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL
CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION
MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING,
SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE
ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE
PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY
CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH
OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY.
BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL
INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN
NOTE 19 FOR JOB SITE SAFETY.
21.IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN,
WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE
WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL
COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD
HARMLESS THE ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN ACCORDANCE WITH PARAGRAPH 19
HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED
TO SAME.
22.CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS
PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S
PRICE.
23.ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY
APPROVED SUPPLEMENT.
24.ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR
CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR AND/OR OWNER FAIL BUILD OR
CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND
HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER
INCURS.
25.OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS
AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER
IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS
TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND
RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES
THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE.
26.ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE.
27.ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL
REGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS.
28.CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND
ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF
CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER
HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT
OF SAID FAILURE.
29.CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN
COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION
REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL
ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED
TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS
APPROPRIATE.
30.AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY
PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF
“PROFESSIONAL OPINION” REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL
KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE
STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED.
31. CONTRACTOR WILL NOTIFY DESIGNATED TOWN REPRESENTATIVE FOR ALL ROADWAY CONSTRUCTION RELATED ITEMS AT
LEAST 48 HOURS BEFORE WORK COMMENCES.
32. ALL FIELD DAILY LOGS AND TESTING WITHIN THE DESIGNATED PUBLIC RIGHT OF WAY BY THIRD PARTY MATERIALS.TESTING
FIRM SHALL BE SUBMITTED TO THE TOWN NO LATER THAN FIVE CALENDAR DAYS FROM WHEN THE WORK WAS COMPLETED,
GENERAL DEMOLITION NOTES:
1.THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY:
EAGLE ENGINEERING
2013A VAN BUREN AVENUE
INDIAN TRAIL, NORTH CAROLINA 28079
DATE:5/8/18
JOB#: 6194
EAGLE ENGINEERING
2013A VAN BUREN AVENUE
INDIAN TRAIL, NORTH CAROLINA 28079
DATE:4/25/18
JOB#: 6194-NC
2.CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY
AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS
TO SAME.
3.BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE
SUPERVISION, OR ANYTHING RELATED TO SAME.
4.THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE
DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND
INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE
IMPROVEMENTS.
5.CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR
SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE
CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN
WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY
DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS
OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES,
REQUIREMENTS, STATUTES, ORDINANCES AND CODES.
6.PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO:
A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND
OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND
DEMOLITION WORK.
LIGHTING NOTES:
1.THE LIGHTING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED
BY THE NOTED MANUFACTURER(S). ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF
LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE
SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS.
2.THE LIGHT LOSS FACTORS USED IN THESE LIGHTING CALCULATIONS ARE 0.90 FOR ALL LED LUMINAIRES, 0.80 FOR
ALL HIGH PRESSURE SODIUM LUMINAIRES OR 0.72 FOR ALL METAL HALIDE LUMINAIRES UNLESS OTHERWISE
SPECIFIED. THESE FACTORS ARE INDICATIVE OF TYPICAL LIGHTING INDUSTRY MODELING STANDARDS.
3.THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THE PLAN ARE ALL ANALYZED ON A HORIZONTAL
GEOMETRIC PLANE AT ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED. THE VALUES DEPICTED
ON THE PLAN ARE IN FOOTCANDLES.
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,
CLEANING OF LENSES, AND RELAMPING (IF NECESSARY) AT LEAST ONCE EVERY SIX (6) MONTHS. FAILURE TO
FOLLOW THE ABOVE STEPS COULD CAUSE THE LUMINARIES, LAMPS AND LENSES TO FAIL OR PROPERLY
FUNCTION.
5.WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN
APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD MEASUREMENTS
ARE TAKEN WITH A LIGHT METER AND ARE, CONSEQUENTLY, APPROXIMATIONS ONLY. DUE TO FACTORS SUCH
AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC, ACTUAL LIGHT LEVELS MAY
DIFFER. EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN SHOULD BE CONSIDERED APPROXIMATE.
6.THE LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES, ONLY. POWER SYSTEM,
CONDUITS, WIRING, VOLTAGES AND OTHER ELECTRICAL COMPONENTS ARE THE RESPONSIBILITY OF THE
ARCHITECT, MEP AND/OR LIGHTING CONTRACTOR, AS INDICATED IN THE CONSTRUCTION CONTRACT
DOCUMENTS. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS.
CONTRACTOR IS RESPONSIBLE FOR INSTALLING LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE
WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES AND ALL OTHER APPLICABLE RULES, REGULATIONS,
LAWS AND STATUTES.
7.CONTRACTOR MUST BRING TO DESIGNER'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION,
ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURES.
8.IT IS LIGHTING CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE PROJECT ARCHITECT OR OWNER
REGARDING THE POWER SOURCE(S) FROM WITHIN THE BUILDING, AND TIMING DEVICES NECESSARY TO MEET
THE DESIGN INTENT.
9.THE LIGHTING CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN
THE SITE PLAN, INCLUDING BUT NOT LIMITED TO, GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY,
AND ALL GOVERNMENTAL RULES, LAWS, ORDINANCES, REGULATIONS AND THE LIKE.
10.THE CONTRACTOR MUST VERIFY THAT INSTALLATION OF LIGHTING FIXTURES COMPLIES WITH THE
REQUIREMENTS FOR SEPARATION FROM OVERHEAD ELECTRICAL WIRES AS INDICATED IN THE HIGH VOLTAGE
PROXIMITY REGULATIONS N.J.A.C. 12-186.
11.WHEN A BANK ATM IS INCLUDED IN THE PLAN, THE LIGHTING DESIGN REPRESENTS BOHLER'S UNDERSTANDING
AND INTERPRETATION OF THE REGULATORY LIGHTING LEVELS INTENDED BY PUBLISHED STANDARDS.
12.UPON OWNER'S ACCEPTANCE OF THE COMPLETED PROJECT, THE OWNER SHALL BE RESPONSIBLE FOR ALL
MAINTENANCE, SERVICING, REPAIR AND INSPECTION OF THE LIGHTING SYSTEM AND ALL OF ITS COMPONENTS
AND RELATED SYSTEMS, TO ENSURE ADEQUATE LIGHTING LEVELS ARE PRESENT AND FUNCTIONING AT ALL
TIMES.
ADA INSTRUCTIONS TO CONTRACTOR
CONTRACTORS SHALL EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAP)
ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST
COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS,
REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING
SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE
BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT
LIMITED TO THE FOLLOWING:
·PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION.
·CURB RAMPS - SLOPE SHALL NOT EXCEED 1:12 (8.3%).
·LANDINGS - SHALL BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT
EXCEED 1:50 (2.0%) IN ANY DIRECTION.
·PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF
TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO
GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE.
WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), ADA RAMP REQUIREMENTS MUST BE ADHERED TO.
A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET (30 INCHES), SHALL BE PROVIDED. THE RAMP
MUST HAVE ADA HAND RAILS AND 60" W BY 60" L LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE
THAN 1:50 (2.0%) IN ANY DIRECTION FOR POSITIVE DRAINAGE.
·DOORWAYS - MUST HAVE A “LEVEL” LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY
FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS
THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE
DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCED INCORPORATED BY COD.)
·WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF
OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING
ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS
FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR
MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT
DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE
COMMENCEMENT OF WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM
LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS.
·THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY
NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR
TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE
NON-CONFORMING CONCRETE.
· ALL INTERSECTION TIE-IN POINTS SHALL BE DESIGNED IN ORDER FOR CURB RAMPS TO BE ADA COMPLIANT.
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
1.LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY
CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION.
SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY
THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST
IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE
LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS)
WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
2.CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT
LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC.
WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER
TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE
UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING
UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED
WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION.
3.IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT
NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR
TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND/OR
DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE
CODES, REGULATIONS, LAWS, RULES, STATUTES AND/OR ORDINANCES, IT IS THE CONTRACTOR'S SOLE
RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND/OR
DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT
ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO
COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE
AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME.
4.THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL
ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS
RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING
REMOVED/RELOCATED DURING SITE ACTIVITY.
5.THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND
IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE
PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES
AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY
COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND
CODES.
6.THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY
GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES.
7.CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR
EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND
EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST
COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO
ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT
INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND/OR
CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND
CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO
CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE
ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR
MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME.
8.WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY
COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES
REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE
APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING
CONSTRUCTION.
9.ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED
UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE
PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS.
10.SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE
RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR IS
RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN
THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE
GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION
REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS
PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS
TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE
RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES,
STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE
OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY
OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH
APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. EARTHWORK ACTIVITIES
INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE
RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS,
ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS
FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO.
11.ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE
RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED WITH THE APPLICABLE
UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL
AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND
CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL.
FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE.
12.THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS,
AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR
IS RESPONSIBLE FOR DETERMINING THE “MEANS AND METHODS” REQUIRED TO MEET THE INTENT AND PERFORMANCE
CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING
PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO
EXCAVATION AND TRENCHING PROCEDURES.
13.PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE
FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE
SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED.
14.THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS
NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS,
RULES, STATUTES, LAWS, ORDINANCES AND CODES.
15.DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST
MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED
LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY
INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT
ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE
COMPLETION OF WORK.
16.WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE,
THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER,
UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE
CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND
MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST
PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK.
17.THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY
INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75%
MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM
ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), TO PREVENT PONDING. CONTRACTOR MUST
IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC
SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION
WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER,
CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS,
INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME.
18.PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6” ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS
OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE. IT IS
CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO
INSTALLATION OF SAME.
19.REFER TO SITE PLAN FOR ADDITIONAL NOTES.
20.IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN
WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN
WRITING, OF ANY DISCREPANCIES AND/OR CONFLICTS.
21.CONTRACTOR IS 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.
22.WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS,
ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS/FOUNDATION ELEVATIONS
ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL
DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSEE IN THE STATE WHERE THE
CONSTRUCTION OCCURS.
23.STORM DRAINAGE PIPE:
UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH
SILT TIGHT JOINTS. WHEN HIGH-DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST
CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT
TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED
OTHERWISE.
24.SANITARY SEWER PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE INDICATED OTHERWISE.
SANITARY LATERAL MUST BE PVC SCHEDULE 40 UNLESS INDICATED, IN WRITING, OTHERWISE.
25.STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR
MANHOLES STRUCTURE TO CENTER OF STRUCTURE.
26.STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS
RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PLANS.
27.SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE
CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE, DUCTILE IRON OR OTHER
SUITABLE MATERIAL.
28.SEWERS CONVEYING SANITARY FLOW, COMBINED SANITARY AND STORMWATER FLOW, OR INDUSTRIAL FLOW MUST BE
SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION
IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE
BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH
JURISDICTION OVER SAME.
·WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE CONSTRUCTED OF
DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE
OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE
AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE
STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED.
29.WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE
LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT-LINED
DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE
APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION.
30.CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING
SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY
AND/OR STATE DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF
COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME.
31.WHERE BASEMENTS ARE TO BE PROVIDED FOR PROPOSED DWELLING UNITS, THE DEVELOPER SHALL, BY BORING OR
BY TEST PIT, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED DWELLINGS. WHERE
GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA, BASEMENTS WILL NOT BE INSTALLED UNLESS SPECIAL
CONSTRUCTION METHODS ARE UTILIZED, TO BE REVIEWED AND APPROVED BY THE MUNICIPAL CONSTRUCTION CODE
OFFICIAL. IF AND WHERE SUMP PUMPS ARE INSTALLED, ALL DISCHARGES MUST BE CONNECTED TO THE STORM
SEWER. A CLEANOUT MUST BE PROVIDED PRIOR TO THE CONNECTION TO THE STORM DRAIN IN ORDER THAT
BLOCKAGES CAN BE ADDRESSED.
32.FOR SINGLE AND TWO-FAMILY RESIDENTIAL PROJECTS, WHERE THE PROPOSED DWELLING AND ADJACENT SPOT
ELEVATION(S) ARE SCHEMATIC FOR GENERIC BUILDING FOOTPRINT, GRADES MUST BE ADJUSTED BASED ON FINAL
ARCHITECTURAL PLANS TO PROVIDE A MINIMUM OF SIX (6) INCHES BELOW TOP OF BLOCK AND /OR SIX (6) INCHES
BELOW SIDING, WHICHEVER IS LOWEST, AND MUST PROVIDE POSITIVE DRAINAGE (2% MIN.) AWAY FROM DWELLING.
ALL CONSTRUCTION, INCLUDING GRADING, MUST COMPLY WITH THE LATEST LOCAL AND STATE BUILDING CODE AND
ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.
33.LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY.
34.CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE
NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER
THE PROPERTY.
35.FIRE HYDRANT SHALL BE PLACED A MINIMUM DISTANCE OF 6 FEET BACK OF CURB AND HAVE A CLEAR SPACE OF 3 FEET FROM ANY
PERMANENT STRUCTURES.
36.METERS WILL NOT BE SET IF WATER METER BOXES, SEWER CLEANOUTS, VALVE BOXES OR THEIR APPURTENANCES ARE DAMAGED OR
IMPROPERLY POSITIONED.
37.REFER TO UNION COUNTY SPECIFICATIONS, UNION COUNTY WATER AND SEWER EXTENSION POLICY AND TO UNION COUNTY WATER
SEWER EXTENSION ORDINANCES.
38.DEWATERING: THE CONTRACTOR AT ALL TIMES SHALL PROVIDE AND MAINTAIN AMPLE MEANS AND EQUIPMENT WITH WHICH TO
REMOVE AND PROPERLY DISPOSE OF ANY AND ALL WATER ENTERING THE EXCAVATION OR OTHER PARTS OF THE WORK AND KEEP
ALL EXCAVATION UNTIL SUCH TINE THAT THE PIPE LAYING AND GRADING IS COMPLETED AND STRUCTURES TO BE BUILT THEREIN ARE
COMPLETED. NO WATER SHALL BE ALLOWED TO RISE AROUND THE PIPE UNTIL BACKFILL TRENCHES NOR SHALL IT BE ALLOWED TO
RISE OVER MASONRY UNTIL CONCRETE OR MORTAR HAS SET (MINIMUM OF 24 HOURS). ALL WATER PUMPED OR DRAINED FROM THE
WORK SHALL BE DISPOSED OF IN SUCH A MANNER AS TO PREVENT SITUATION AND EROSION TO ADJACENT PROPERTY OR OTHER
CONSTRUCTION.
39.VERIFICATION HAS BEEN MADE BY BOHLER ENGINEERING THAT EACH LOT IS CAPABLE OF HAVING GRAVITY SEWER SERVICE TO THE
CENTER OF THE LOT AT THE FRONT SETBACK.
40.ENGINEER VERIFIES DESIGN HAS BEEN BASED ON GROUND SURVEY.
41.FOR PARCELS WITH EXISTING STRUCTURES, CLEARLY IDENTIFY PREVIOUS AND EXISTING WATER AND SEWER SERVICES (WELL,
SEPTIC, OR COUNTY EATER/SERWER) ON PLANS. IF WATER ANR/OR SEPTIC ARE EXISTING, THEN COPY TRACI
COLLEY([e-mail]) ON PLAN/REDLINES TO NOTIFY. MAKE NOTE THAT THE ENGINEER IS TO DIRECTLY
CONTACT TRACI COLLEY (704-283-3717) WITH ENVIRONMENTAL HEALTH FOR THEIR SEQUENCE OF EVENTS AND OTHER PERTINENT
INFORMATION.
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
C:\USERS\TZOOK\APPDATA\LOCAL\TEMP\ACPUBLISH_11128\NCC172107SD0.DWG PRINTED BY: TZOOK 6.07.18 @ 4:49 PM LAST SAVED BY: TZOOK
NCC172107
JMO
MAT
11/9/2017
POPLIN
MEADOWS
THE MOSER
GROUP, INC
6008 POPLIN ROAD
UNION COUNTY, NC
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERING043610
MICHA
EL A . T H E B ERGESEAL
E
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROL
I
NA6/6/18
NTS
SD0
C-103
GENERAL
NOTES
STANDARD ABBREVIATIONS
FOR ENTIRE PLAN SET
AC ACRES POG POINT OF GRADE
ADA AMERICANS WITH
DISABILITY ACT PROP PROPOSED
ARCH ARCHITECTURAL PT POINT OF TANGENCY
BC BOTTOM OF CURB PTCR POINT OF TANGENCY, CURB
RETURN
BF BASEMENT FLOOR PVC POLYVINYL CHLORIDE PIPE
BK BLOCK PVI POINT OF VERTICAL
INTERSECTION
BL BASELINE PVT POINT OF VERTICAL
TANGENCY
BLDG BUILDING R RADIUS
BM BUILDING
BENCHMARK RCP REINFORCED CONCRETE PIPE
BRL BUILDING
RESTRICTION LINE
RET
WALL RETAINING WALL
CF CUBIC FEET R/W RIGHT OF WAY
CL CENTERLINE S SLOPE
CMP CORRUGATED
METAL PIPE SAN SANITARY SEWER
CONN CONNECTION SF SQUARE FEET
CONC CONCRETE STA STATION
CPP CORRUGATED
PLASTIC PIPE STM STORM
CY CUBIC YARDS S/W SIDEWALK
DEC DECORATIVE TBR TO BE REMOVED
DEP DEPRESSED TBRL TO BE RELOCATED
DIP DUCTILE IRON PIPE TC TOP OF CURB
DOM DOMESTIC TELE TELEPHONE
ELEC ELECTRIC TPF TREE PROTECTION FENCE
ELEV ELEVATION TW TOP OF WALL
EP EDGE OF PAVEMENT TYP TYPICAL
ES EDGE OF SHOULDER UG UNDERGROUND
EW END WALL UP UTILITY POLE
EX EXISTING W WIDE
FES FLARED END
SECTION W/L WATER LINE
FF FINISHED FLOOR W/M WATER METER
FH FIRE HYDRANT ±PLUS OR MINUS
FG FINISHED GRADE °DEGREE
G GRADE Ø DIAMETER
GF GARAGE FLOOR (AT
DOOR)#NUMBER
GH GRADE HIGHER SIDE
OF WALL
GL GRADE LOWER SIDE
OF WALL
GRT GRATE
GV GATE VALVE
HDPE HIGH DENSITY
POLYETHYLENE PIPE
HP HIGH POINT
HOR HORIZONTAL
HW HEADWALL
INT INTERSECTION
INV INVERT
LF LINEAR FOOT
LOC LIMITS OF CLEARING
LOD LIMITS OF
DISTURBANCE
LOS LINE OF SIGHT
LP LOW POINT
L/S LANDSCAPE
MAX MAXIMUM
MIN MINIMUM
MH MANHOLE
MJ MECHANICAL JOINT
OC ON CENTER
PA POINT OF ANALYSIS
PC POINT CURVATURE
PCCR
POINT OF
COMPOUND
CURVATURE, CURB
RETURN
PI POINT OF
INTERSECTION
PROPOSED NOTE
CURB AND GUTTER
SPILL CURB TRANSITION CURB
DEPRESSED CURB AND GUTTER
X
TYPICAL NOTE TEXT
NEIGHBORING
PROPERTY LINE /
INTERIOR PARCEL LINE
STANDARD DRAWING LEGEND
FOR ENTIRE PLAN SET
(NOT TO SCALE)
ONSITE PROPERTY
LINE / R.O.W. LINE
EASEMENT
LINE
SETBACK
LINE
CONCRETE CURB &
GUTTER
UTILITY POLE
WITH LIGHT
POLE
LIGHT
TRAFFIC
LIGHT
UTILITY
POLE
TYPICAL
LIGHT
ACORN
LIGHT
TYPICAL
SIGN
PARKING
COUNTS
BORING
BENCHMARK
C
SL
W
E
G
OH
T
OR
E
T
EP
EB
SAN
#
X
#
SANITARY
LABEL
STORM
LABEL
SANITARY SEWER
LATERAL
UNDERGROUND
WATER LINE
UNDERGROUND
ELECTRIC LINE
UNDERGROUND
GAS LINE
OVERHEAD
WIRE
UNDERGROUND
TELEPHONE LINE
UNDERGROUND
CABLE LINE
STORM
SEWER
SANITARY
SEWER MAIN
HYDRANT
SANITARY
MANHOLE
STORM
MANHOLE
WATER
METER
WATER
VALVE
GAS
VALVE
GAS
METER
TYPICAL END
SECTION
HEADWALL OR
ENDWALL
GRATE
INLET
CURB
INLET
CLEAN
OUT
ELECTRIC
MANHOLE
TELEPHONE
MANHOLE
ELECTRIC
BOX
ELECTRIC
PEDESTAL
MONITORING
WELL
TEST
PIT
S
D
S
TC
BC
516.00
515.55
516.00TC
190CONTOUR
LINE
SPOT
ELEVATIONS
187
STORM DRAIN
SANITARY SEWER
WATER
SIGHT DISTANCE
PROPOSED EASEMENT LEGEND
COMMON SHARED
INGRESS-EGRESS
PUBLIC ACCESS
PUBLIC UTILITY PU
IE
CSE
PA
DIM
W
SS
STM
DIM
DIM
DIM
DIM
DIM
DIM
-
VAR VARIABLE WIDTH S
SI
DIM TREE PROTECTION
FENCING
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
C:\USERS\TZOOK\APPDATA\LOCAL\TEMP\ACPUBLISH_11128\NCC172107SD0.DWG PRINTED BY: TZOOK 6.07.18 @ 4:49 PM LAST SAVED BY: TZOOK
NCC172107
JMO
MAT
11/9/2017
POPLIN
MEADOWS
THE MOSER
GROUP, INC
6008 POPLIN ROAD
UNION COUNTY, NC
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERING043610
MICHA
EL A . T H E B ERGESEAL
E
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROL
I
NA6/6/18
C-104
C-105
LODLODLODLODLOD LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD
LOD
LOD
LOD LODLOD
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LODLODLODS43°30'00"W 310.16'N62°12'52"W 286.33' (TOTAL)
295.84'
N79°24'31"W
635.56'
N80°58'37"W 221.57'S83°43'41"
W
68.89'
N87°06'4
0"
W
686.85'N46°45'15"ES66°25'19"E 1280.98'S120.98'
TIE LINE
N52°05'30
"
W
W32.62'27.55'CHARLES P. O'CAIN & KAREN D. O'CAIN
DB 275, PG 499
07-042-010C
11.487 ACRES
BONTERRA VILLAGE WAY - S.R. #1508(FORMERLY POPLIN ROAD)GsB
CmB
PROP. 20' SAN EASEMENT
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
C:\USERS\TZOOK\APPDATA\LOCAL\TEMP\ACPUBLISH_11128\NCC172107SS0.DWG PRINTED BY: TZOOK 6.07.18 @ 4:48 PM LAST SAVED BY: TZOOK
NCC172107
JMO
MAT
11/9/2017
POPLIN
MEADOWS
THE MOSER
GROUP, INC
6008 POPLIN ROAD
UNION COUNTY, NC
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERING043610
MICHA
EL A . T H E B ERGESEAL
E
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROL
I
NA6/6/18
1"=60'
0 60153060
LEGEND
TREE PROTECTION
FENCING
LOD LODLIMITS OF
DISTURBANCE
XPOTENTIAL TREE
PROTECTION
LIMITS OF TREE
PRESERVATION
LIMITS OF RIPARIAN
BUFFERS
TYPICAL NOTE TEXT
DEMOLITION LEGEND
EASEMENT
LINE
CONCRETE CURB &
GUTTER
UTILITY POLE
LIGHT POLE
UNDERGROUND
WATER LINE
UNDERGROUND GAS
LINE
OVERHEAD WIRE
STORM
SEWER
SANITARY SEWER
MAIN
HYDRANT
SANITARY
MANHOLE
STORM MANHOLE
WELL LOCATION
GAS METER
WOODS
STORM INLET
FENCE
ELECTRIC METER
TELEPHONE BOX
WATER METER
HEADWALL
TREE PRESERVATION NOTES:
1.THE BELOW TREE PRESERVATION CALCULATIONS ARE BASED UPON THE UNION COUNTY DEVELOPMENT
ORDINANCE SECTION 55.030 REQUIREMENTS:
1.1.TOTAL SETBACK AREA WITHIN SITE (BASED ON PREVIOUS ZONING DESIGNATION OF RA-40) - EXISTING &
PROPOSED STREET R.O.W. - ALL ON-SITE UTILITY EASEMENTS (SEE PLAN FOR AREA)
1.2.TREES LOCATED WITHIN THIS AREA ARE LABELED WITH AN (*) ON THIS PLAN TO DESIGNATE TREE
MITIGATION
1.3.TOTAL DBH OF (12" OR GREATER) EXISTING TREES REMOVED FROM SETBACK AREA = 68"
1.4.68" (TOTAL DBH) X 1.25 = 85" (TOTAL DBH TO BE MITIGATED) [SEE LANDSCAPE PLANS FOR PROPOSED TREE
PLANTINGS]
1" = 60'
SS0
C-201
EXISTING
CONDITIONS &
DEMO PLAN
LODLODLODLODLOD LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD
LOD
LOD
LOD LODLOD
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODCOMMUNITY AMENITY AREA
(BY OTHERS)
±0.10 ACRES
LODLODLODLODLODLODLODLOD LOD LOD LODLODLODPROP. LEFT TURN LANE
DESIGN TO BE PROVIDED
IN SECOND SUBMISSION
PROP. 30' DEDICATED
RIGHT-OF-WAY
PROP. 30' DEDICATED
RIGHT-OF-WAY
PROP. LEFT TURN LANE
DESIGN TO BE PROVIDED
IN SECOND SUBMISSION
S43°30'00"W 310.16'N62°12'52"W 286.33' (TOTAL)
295.84'
N79°24'31"W
635.56'
N80°58'37"W 221.57'S83°43'41"
W
68.89'
N87°06'4
0
"
W
686.85'N46°45'15"ES66°25'19"E 1280.98'
120.98'
TIE LINE
N52°05'3
0
"
W
32.62'27.55'BONTERRA VILLAGE WAY - S.R. #1508(FORMERLY POPLIN ROAD)GsB
CmB
PROP. 40' TEMPORARY
CONSTRUCTION EASEMENT
PROP. 20' SAN EASEMENT
22'48.5'(42' MIN.)20' STREET/FRONT
SETBACK
25' REAR SETBACK
5' SIDE SETBACK5' SIDE SETBACKFRONT
DRIVEWAY (TYP.)
7' LANDSCAPE STRIP
5' SIDEWALK
2' ROLL CURB & GUTTER
PROPOSED
ROAD
PROPERTY LINE
2'8'
TYPICAL STREET CROSS SECTION A-A
N.T.S.
PROP. TRAVEL LANE PROP. TRAVEL LANE PROP.
5' S/W
PROP.
LANDSCAPE
STRIP
(NO TREES)
DIST. TO BUILDING
GARAGE DOOR
2% SLOPE MAX
PROP.
LANDSCAPE
STRIP
(NO TREES)
PROP.
5' S/W
DIST. TO BUILDING
GARAGE DOOR
2% SLOPE MAX NCDOT R.O.W.NCDOT R.O.W.2' ROLL
C&G 2' ROLL
C&GBUILDING FRONTBUILDING FRONT4'2'11'11'2'4'23' MIN. (TYP.)23' MIN. (TYP.)
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
C:\USERS\TZOOK\APPDATA\LOCAL\TEMP\ACPUBLISH_11128\NCC172107SS0.DWG PRINTED BY: TZOOK 6.07.18 @ 4:48 PM LAST SAVED BY: TZOOK
NCC172107
JMO
MAT
11/9/2017
POPLIN
MEADOWS
THE MOSER
GROUP, INC
6008 POPLIN ROAD
UNION COUNTY, NC
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERING043610
MICHA
EL A . T H E B ERGESEAL
E
NGI N E E RPROFESSIO
N
ALNOR T H CAROLI
NA6/6/18
CODE ALLOWED
(R-4)PROVIDED
A. MIN. AREA PER DWELLING UNIT 2,000 SF 2,000 SF (MIN.)
B. MIN. BUILDING SETBACK
STREET/FRONT SETBACK 20'20'
SIDE SETBACK 5'5'
REAR SETBACK 25'25'
C. MAX. BUILDING HEIGHT 50'30'
D. OPEN SPACE N/A ±3.12 AC; INCLUDING SWM = 3.60 AC
E. NO BUFFERS ARE NOTED TO BE REQUIRED BY ORDINANCE, HOWEVER BUFFER AREAS ARE PROVIDED PER
REZONING (SEE PLAN)
F. AREA TO BE DEDICATED TO ROW: 1.88 AC
LAND USE AND ZONING INFORMATION AND NOTES:
1.APPLICANT:
LIQUID MANAGEMENT, LLC
231 POST OFFICE DRIVE
SUITE B-8
INDIAN TRAIL, NC 28079
CONTACT: CODY TURNER
EMAIL: [e-mail]
PHONE: [phone]
2.PREPARER/ENGINEER:
BOHLER ENGINEERING NC, PLLC
1927 SOUTH TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
CONTACT: MICHAEL THEBERGE
EMAIL: [e-mail]
3.THIS PLAN IS BASED UPON THE FOLLOWING:
EAGLE ENGINEERING
"THE CHARLES P. O'CAIN & KAREN D. PROPERTY, VANCE TWSP., UNION CO. N.C."
2013A VAN BUREN AVENUE
INDIAN TRAIL, NC 28079
JOB#:6194
DATED: 5/8/18
4.EX. SITE INFORMATION:
OWNER: CHARLES P & KAREN O'CAIN
ADDRESS:6008 BONTERRA VILLAGE WAY
INDIAN TRAIL, NC 28079
PIN: 07042010C
D.B. 2022
GROSS AREA: ±11.48 ACRES
EX. ZONING: RA-40
5.PROPOSED SITE INFORMATION:
TOTAL PROPOSED PARCEL AREA: ±11.48 ACRES
TOTAL PROPOSED ROW AREA: ±1.85 ACRES
TOTAL COMMON OPEN SPACE AREA: ±3.60 ACRES (31% OF TOTAL AREA)
REQUIRED RECREATION COMMON OPEN SPACE: N/A
APPROVED REZONING DESIGNATION: R-4
TOTAL NUMBER OF LOTS:
SINGLE FAMILY ATTACHED: 99 LOTS
PROJECT DENSITY: 11.48 ACRES (TOTAL SITE AREA) - 1.85 ACRES (TOTAL SITE ROW AREA) = 9.63 ACRES
99 LOTS / 9.63 ACRES = 10.28 DUA
RECREATION COS LOTS: 2
TOTAL LOTS PROPOSED: 101
TOTAL STREET LENGTH: 1612LF
6.BULK REQUIREMENTS:
7.EXISTING USE: FARM LAND
8.EXISTING STRUCTURES: (1) SINGLE FAMILY HOME AND ASSOCIATED UTILITY STRUCTURES AND
CONNECTIONS
9.NO EXISTING ROCK OUTCROPS ON SITE.
10.SITE IS NOT LOCATED WITHIN ANY FEMA DESIGNATED FLOODPLAIN.
11.PROPOSED MINIMUM LOT SIZE VARY WITH PRODUCT TYPE.
12. ALL 22' WIDE SINGLE FAMILY ATTACHED UNITS WILL HAVE A FULL DRIVEWAY PARKING SPACE, AND A ONE
CAR GARAGE FOR TWO SPACES TOTAL. CODE REQUIRES 2 SPACES PER UNIT.
13.MINIMUM DRIVEWAY LENGTH SHALL BE 20' FEET AS MEASURED FROM EDGE OF RIGHT OF WAY TO FACE OF
GARAGE. DRIVEWAYS AT LEAST 18' IN LENGTH ARE COUNTED AS PARKING SPACES TOWARDS COUNTY CODE
REQUIREMENTS .
14.(1) ON-STREET PARALLEL ADA PARKING SPACE IS SHOWN ON PLAN. NO OTHER ON-STREET PARKING IS
SHOWN AS THERE ARE NO COUNTY REQUIREMENTS.
15.EXISTING PROPERTY LINE IS AT CENTER OF POPLIN ROAD. PROJECT WILL DEDICATE 30' OF R.O.W. FROM
CENTERLINE OF POPLIN ROAD TO MATCH EXISTING R.O.W. SECTION ON RECORD OF 60'.
16.NCDOT DRIVEWAY PERMIT WILL BE ACQUIRED, BUT NOT REQUIRED AT THE TIME OF THIS APPLICATION.
17.CURB, GUTTER, AND SIDEWALK SHALL BE REQUIRED ON BOTH SIDES OF THE INTERIOR ROAD. ALL
INTERIOR ROADS WILL BE NCDOT MAINTAINED AND AS SUCH MUST BE BUILT TO STATE STANDARDS.
18.STREET LIGHTING IS PROPOSED TO BE A DECORATIVE ACORN LIGHT PER DUKE POWER STANDARDS. EXACT
SPECIFICATIONS AND LOCATIONS TO BE DETERMINED. STREET LIGHTS SHALL BE RATED A MINIMUM OF
9500-LUMEN, AND SHALL BE 100 WATT HIGH PRESSURE SODIUM VAPOR LOCATED AT ALL INTERSECTIONS AND
MID-BLOCK LOCATIONS WITH INTERVALS NOT EXCEEDING 250 FEET.
19.STREET SIGNS AND POSTS WILL MEET NCDOT STANDARDS.
20.PROJECT WILL REQUIRE STORMWATER DETENTION AND WATER QUALITY MEASURES IN ACCORDANCE WITH
THE MOST STRINGENT STORMWATER ORDINANCE.
21.A PERMIT FROM THE STATE WILL BE REQUIRED FOR THE EROSION CONTROL PLAN.
22.THE STREET SYSTEM SHOWN ON THIS PLAT INCLUDES ONE OR MORE STUB STREETS THAT ARE INTENDED
TO BE CONNECTED TO THE ADJACENT PROPERTY AT SUCH TIME THAT THE PROPERTY IS DEVELOPED. THE
INTERCONNECTION OF NEIGHBORHOODS WITH A STREET NETWORK ENSURES THE EFFICIENT FLOW AND
DISPERSAL OF TRAFFIC AND PROVIDES FOR ADDITIONAL POINTS OF INGRESS AND EGRESS FOR EMERGENCY
VEHICLES.
23.ALL INTERSECTION TIE IN POINTS SHALL BE DESIGNED IN ORDER FOR CURB RAMPS TO BE ADA COMPLIANT.
24.THERE IS (1) KNOWN WELL/SEPTIC TANK/FIELD ON SITE. REMOVAL WILL OCCUR UNDER SEPARATE PERMIT.
25.GARBAGE IS PROPOSED TO BE COLLECTED ALONG STREET FRONTAGE FOR ALL UNITS.
26.PROPOSED (2) STREET STUBS TO ADJACENT PROPERTIES.
1"=60'
0 60153060
1" = 60'
SS0
C-301
OVERALL
SITE PLAN
SEE SHEET C-302
SEE SHEET C-303
LEGEND
TREE PROTECTION
FENCING
LOD LODLIMITS OF
DISTURBANCE
XPOTENTIAL TREE
PROTECTION
LIMITS OF TREE
PRESERVATION
LIMITS OF RIPARIAN
BUFFERS
LODLODLODLODLOD LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD
LOD
LOD
LOD LODLOD
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LODLODLODPROP. LEFT TURN LANE
DESIGN TO BE PROVIDED
IN SECOND SUBMISSION
WW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSLWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWPROP. 20' SAN EASEMENT
S43°30'00"W 310.16'N62°12'52"W 286.33' (TOTAL)
295.84'
N79°24'31"W
635.56'
N80°58'37"W 221.57'S83°43'41"
W
68.89'
N87°06'4
0"
W
686.85'N46°45'15"ES66°25'19"E 1280.98'32.62'27.55'BONTERRA VILLAGE WAY - S.R. #1508(FORMERLY POPLIN ROAD)GsB
CmB
S S
S S S S S S S S S S S S S S
S
S SSSSSS SS
S
S SS
SSSSSSSS
S S S S ROAD 2ROAD 3631
633
639 627625
63
8 637 637
637
636 635
63
6
635
634
636
635
634
635634
633
637
636
636637638637636 635
635635634633632
636633634635636637638639639638637636635634633629628627626625
624
623
621620619620619620621622629
628
625624
635634635635 634 633632ROAD 1
INV 637.25
INV 637.64
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
C:\USERS\TZOOK\APPDATA\LOCAL\TEMP\ACPUBLISH_11128\NCC172107GP0.DWG PRINTED BY: TZOOK 6.07.18 @ 4:44 PM LAST SAVED BY: TZOOK
NCC172107
JMO
MAT
11/9/2017
POPLIN
MEADOWS
THE MOSER
GROUP, INC
6008 POPLIN ROAD
UNION COUNTY, NC
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERING043610
MICHA
EL A . T H E B ERGESEAL
E
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROL
I
NA6/6/18
CmB
GsB
CID CHANNERY SILT LOAM
(1 TO 5% SLOPES)
GOLDSTON-BADIN COMPLEX
(2 TO 8% SLOPES)
SOILS LEGEND
GRADING NOTES:
1.ALL CUT OR FILL SLOPES SHALL BE 3:1.
2.PONDS ARE TO BE MAINTAINED BY HOA PER NCDEQ
STORMWATER DESIGN MANUEL.
3.STORM PIPES TO BE CLASS III RCP UNLESS OTHERWISE
NOTED
1" = 60'
GP0
C-401
OVERALL
GRADING PLAN
SEE SHEET C-402
SEE SHEET C-403
LEGEND
TREE PROTECTION
FENCING
LOD LODLIMITS OF
DISTURBANCE
XPOTENTIAL TREE
PROTECTION
LIMITS OF TREE
PRESERVATION
LIMITS OF RIPARIAN
BUFFERS
LODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLOT : 9
2193 SF
LOT : 10
2686 SFLOT : 8
2193 SF
LOT : 7
2193 SF
LOT : 4
2193 SFLOT : 3
2193 SF
LOT : 2
2193 SF
LOT : 12
2193 SF
LOT : 13
2193 SF
LOT : 14
2193 SF
LOT : 22
2193 SF
LOT : 23
2193 SF
LOT : 24
2193 SF
LOT : 29
2193 SFLOT : 28
2193 SF
LOT : 27
2193 SF
LOT : 19
2193 SF
LOT : 18
2193 SFLOT : 17
2193 SF
LOT : 37
2193 SF
LOT : 38
2193 SF LOT : 39
2193 SF
LOT : 32
2193 SF LOT : 33
2193 SF LOT : 34
2193 SF
LOT : 42
2193 SF
LOT : 43
2193 SF
LOT : 44
2193 SF
LOT : 49
2193 SF
LOT : 48
2193 SF
LOT : 47
2193 SF
LOT : 6
2686 SF
LOT : 1
2686 SF LOT : 5
2686 SF
LOT : 11
2686 SF
LOT : 15
2686 SF
LOT : 21
2686 SF
LOT : 25
2686 SF
LOT : 31
2686 SF
LOT : 35
2686 SF
LOT : 41
2686 SF
LOT : 50
2686 SFLOT : 46
2686 SF
LOT : 40
2686 SF
LOT : 36
2686 SF
LOT : 30
2686 SF
LOT : 26
2686 SF
LOT : 20
2686 SFLOT : 16
2686 SFLODLODLODLODLODLODLODLODLODLODLODLODLOD
LODLOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODPROP. LEFT TURN LANE
DESIGN TO BE PROVIDED
IN SECOND SUBMISSION
WWWSLSLSLSLSLSLSLSLSLSLSLWWSLWWSLWWSLSLSLSLSLWWSLWWSLWWSLWWSLWWSLWWSLSLSLSLSLSLWWSLWWSLWWSLWWSLWWSLWWSLWWSLWWSLWWSLWWSLWWSLWWSLWWSLWWSLSLSLSLSLSLWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWS43°30'00"W 310.16'N62°12'52"W 286.33' (TOTAL)
295.84'
N79°24'31"W
S66°25'19"E 1280.98'32.62'27.55'BONTERRA VILLAGE WAY - S.R. #1508(FORMERLY POPLIN ROAD)S S
S
S
S
S
S S S S S S S S S S S S
S S S S S S S S S
STM
A23
STM
A21
STM
A22
STM
A24
STM
A18
STM
A19
STM
A20
STM
A16
STM
A17
STM
A28
PROP. 18'H:3'V BERM PROP. 18'H:3'V BERM
MAX 5% SLOPE TO BACK PATIO (TYP.)
MAX 6:1 SLOPE TO LOT LINE (TYP.)
DITCHES BETWEEN LOTS
MIN. 2% RUNNING SLOPE
MAX. 2:1 SIDE SLOPES (TYP.)
MAX. 2:1 SIDE SLOPES (TYP.)
RIM 636.52
RIM 636.52
RIM 637.19
RIM 638.50
RIM 636.05
RIM 636.05
RIM 636.21 RIM 634.60
RIM 634.60
RIM 634.71
RIM 634.71
639
63
8
637 637
637
636 635
63
6
635
634
636
635
634
635634
633
637
636
636
637
638
637 636 635
HP OF DITCH (TYP. BETWEEN ALL PADS)
HP TO BE ±0.25' BELOW
BUILDING ENVELOPE ELEVATION
PROVIDE DITCHES AT ±2% AWAY
FFE 638.48
PAD 637.48
FFE 638.48
PAD 637.48FFE 638.48
PAD 637.48
FFE 638.48
PAD 637.48
FFE 638.48
PAD 637.48FFE 638.87
PAD 637.87
FFE 638.87
PAD 637.87FFE 639.53
PAD 638.53
FFE 639.53
PAD 638.53
FFE 639.53
PAD 638.53
FFE 638.64
PAD 637.64
FFE 638.64
PAD 637.64
FFE 638.64
PAD 637.64
FFE 638.64
PAD 637.64
FFE 638.64
PAD 637.64
FFE 637.73
PAD 636.73
FFE 637.73
PAD 636.73 FFE 637.73
PAD 636.73
FFE 637.07
PAD 636.07 FFE 637.07
PAD 636.07
FFE 637.16
PAD 636.16
FFE 637.16
PAD 636.16 FFE 637.16
PAD 636.16
FFE 637.16
PAD 636.16
FFE 637.16
PAD 636.16
FFE 637.16
PAD 636.16FFE 637.16
PAD 636.16FFE 637.16
PAD 636.16
FFE 637.07
PAD 636.07FFE 637.07
PAD 636.07
FFE 637.73
PAD 636.73FFE 637.73
PAD 636.73
FFE 637.73
PAD 636.73
FFE 638.50
PAD 637.50
FFE 638.50
PAD 637.50FFE 638.50
PAD 637.50
FFE 638.50
PAD 637.50FFE 638.50
PAD 637.50
FFE 638.67
PAD 637.67
FFE 638.67
PAD 637.67
FFE 638.67
PAD 637.67
FFE 638.67
PAD 637.67FFE 638.67
PAD 637.67
FFE 638.84
PAD 637.84FFE 638.84
PAD 637.84
FFE 639.50
PAD 638.50FFE 639.50
PAD 638.50
FFE 639.50
PAD 638.50
INV 637.25
INV 637.64
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
C:\USERS\TZOOK\APPDATA\LOCAL\TEMP\ACPUBLISH_11128\NCC172107GP0.DWG PRINTED BY: TZOOK 6.07.18 @ 4:44 PM LAST SAVED BY: TZOOK
NCC172107
JMO
MAT
11/9/2017
POPLIN
MEADOWS
THE MOSER
GROUP, INC
6008 POPLIN ROAD
UNION COUNTY, NC
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERING043610
MICHA
EL A . T H E B ERGESEAL
E
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROL
I
NA6/6/18
1"=30'
0 307.51530MATCHLINE - SHEETC-4031" = 30'
GP0
C-402
GRADING PLAN
LEGEND
TREE PROTECTION
FENCING
LOD LODLIMITS OF
DISTURBANCE
XPOTENTIAL TREE
PROTECTION
LIMITS OF TREE
PRESERVATION
LIMITS OF RIPARIAN
BUFFERS
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LODLOD LOD LOD LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LODLODLOD
LOD
LOD
LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOT : 43
2193 SF
LOT : 44
2193 SF
LOT : 62
2193 SF
LOT : 57
2193 SF
LOT : 56
2193 SF
LOT : 79
2193 SF
LOT : 80
2193 SF
LOT : 97
2193 SF
LOT : 98
2193 SF
LOT : 94
2193 SF
LOT : 93
2193 SF
LOT : 90
2193 SF
LOT : 89
2193 SF
LOT : 88
2193 SF
LOT : 85
2193 SF
LOT : 84
2193 SF
LOT : 83
2193 SF
LOT : 76
2193 SF
LOT : 75
2193 SF
LOT : 70
2193 SF
LOT : 71
2193 SF
LOT : 72
2193 SF
LOT : 67
2193 SF
LOT : 66
2193 SF
LOT : 65
2193 SFLOT : 49
2193 SF
LOT : 48
2193 SF
LOT : 45
2686 SF
LOT : 50
2686 SF
LOT : 68
2686 SF
LOT : 64
2686 SF
LOT : 55
2686 SF
LOT : 58
2686 SF
LOT : 61
2686 SF
LOT : 63
2686 SF
LOT : 99
2686 SF
LOT : 96
2686 SF
LOT : 78
2686 SF LOT : 81
2686 SF
LOT : 77
2686 SF
LOT : 74
2686 SF
LOT : 69
2686 SF
LOT : 73
2686 SF
LOT : 82
2686 SF
LOT : 86
2686 SF
LOT : 87
2686 SF
LOT : 91
2686 SF
LOT : 92
2686 SF
LOT : 95
2686 SF
LOT : 53
2193 SF
LOT : 52
2193 SF
LOT : 51
2686 SF
LOT : 54
2686 SF
LOT : 59
2703 SF
LOT : 60
2703 SF
W
W
WWWWWWWWWWWWWWWWWWSLSLSLWWSLWWSLWWSLWWSLWWSLWWSLWWSLSLSLSLSLWWSLSLWWSLWWSLSLSLSLSLSLSLSLSLSLSLSL
SL
SL
SL SLSLSLSLWWSLWWSLWWSLWWSLWWSLSL
SL
SL
SL
SL
SL
WWSLSL WWSLWWSLSL
WWSLSLSLSLWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWPROP. 20' SAN EASEMENT
635.56'
N80°58'37"W 221.57'S83°43'41"
W
68.89'
N87°06'4
0"
W
686.85'N46°45'15"ES120.98'
TIE LINE
N52°05'3
0
"
W
S S S S S S S S S S S S S S S S S S
S
S
S
S SSSSSSSSSSS
S SS
S
S
S
S
S
S SSS
S
SSSSSSSSSSSSSSSSS
S
G 618.50
STM
A26
STM
A10
STM
A11STM
A12
STM
A15
STM
A25
STM
A14 STM
A13
STM
A9
STM
A27
STM
A8
STM
A7
STM
A6
STM
A29
STM
A5
STM
A4
STM
A3
STM
A30
STM
A2
STM
A0
STM
A1
STM
A-OUT
STM
A-OCS
S
SS
S
S
S
MAX. 3:1 SIDE SLOPE
PROP. 36'H:6'V BERM
MAX 5% SLOPE TO BACK PATIO (TYP.)
MAX 6:1 SLOPE TO LOT LINE (TYP.)
MAX. 3:1 SIDE SLOPES
DITCHES BETWEEN LOTS
MIN. 2% RUNNING SLOPE
MAX. 2:1 SIDE SLOPES (TYP.)
RIM 634.71
RIM 634.71
RIM 635.50
RIM 633.10
RIM 634.21 RIM 634.25
RIM 635.27
RIM 634.01 RIM 633.96
RIM 634.08
RIM 632.89
RIM 632.34
RIM 632.42
RIM 631.49
RIM 631.09
RIM 631.57
RIM 628.00
RIM 630.20
RIM 629.48
RIM 627.32
ROAD 1 ROAD 2ROAD 38+49.61'
PROP. ROAD 1 INTERSECTION R=150.00'
L=174.87'
R=50.00'
L=65.75'
631
633 627625
635635634633632
636633634635636637638639639638637636635634633629 628 627 626 625
624
623
621 620 619620619620621622629
628
625624
635634635635 634 633632ROAD 1
FFE 637.16
PAD 636.16
FFE 637.16
PAD 636.16
FFE 637.16
PAD 636.16
FFE 637.16
PAD 636.16FFE 637.16
PAD 636.16
FFE 637.16
PAD 636.16
FFE 637.00
PAD 636.00
FFE 637.00
PAD 636.00
FFE 637.00
PAD 636.00
FFE 637.66
PAD 636.66
FFE 637.66
PAD 636.66
FFE 636.84
PAD 635.84
FFE 636.66
PAD 635.66
FFE 636.17
PAD 635.17
FFE 636.17
PAD 635.17
FFE 636.17
PAD 635.17
FFE 635.93
PAD 634.93 FFE 635.93
PAD 634.93
FFE 635.93
PAD 634.93
FFE 635.93
PAD 634.93
FFE 634.87
PAD 633.87
FFE 634.87
PAD 633.87
FFE 634.87
PAD 633.87
FFE 634.87
PAD 633.87
FFE 634.87
PAD 633.87
FFE 633.76
PAD 632.76
FFE 633.76
PAD 632.76
FFE 633.76
PAD 632.76
FFE 633.76
PAD 632.76
FFE 633.76
PAD 632.76
FFE 632.54
PAD 631.54
FFE 632.54
PAD 631.54
FFE 632.54
PAD 631.54
FFE 632.54
PAD 631.54
FFE 632.47
PAD 631.47
FFE 632.47
PAD 631.47
FFE 633.13
PAD 632.13
FFE 633.13
PAD 632.13
FFE 635.36
PAD 634.36
FFE 635.36
PAD 634.36FFE 636.02
PAD 635.02
FFE 636.02
PAD 635.02
FFE 636.70
PAD 635.70
FFE 636.70
PAD 635.70
FFE 636.70
PAD 635.70
FFE 636.70
PAD 635.70
FFE 636.48
PAD 635.48
FFE 636.48
PAD 635.48
FFE 636.48
PAD 635.48
FFE 636.70
PAD 635.70
FFE 636.70
PAD 635.70
FFE 636.04
PAD 635.04
FFE 636.04
PAD 635.04
FFE 635.95
PAD 634.95
FFE 635.95
PAD 634.95
STM
A31
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
C:\USERS\TZOOK\APPDATA\LOCAL\TEMP\ACPUBLISH_11128\NCC172107GP0.DWG PRINTED BY: TZOOK 6.07.18 @ 4:44 PM LAST SAVED BY: TZOOK
NCC172107
JMO
MAT
11/9/2017
POPLIN
MEADOWS
THE MOSER
GROUP, INC
6008 POPLIN ROAD
UNION COUNTY, NC
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERING043610
MICHA
EL A . T H E B ERGESEAL
E
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROL
I
NA6/6/18
1"=30'
0 307.51530MATCHLINE - SHEETC-4021" = 30'
GP0
C-403
GRADING PLAN
LEGEND
TREE PROTECTION
FENCING
LOD LODLIMITS OF
DISTURBANCE
XPOTENTIAL TREE
PROTECTION
LIMITS OF TREE
PRESERVATION
LIMITS OF RIPARIAN
BUFFERS
INFLOW
WET POND 1 (WEST) CROSS SECTION
NTS (10:1 VERTICAL EXAGGERATION)
100-YEAR 24 HOUR STORM @ ELEVATION 628.54'
TEMPORARY POOL (1" WQV) @ ELEVATION 625.41'
PERMANENT POOL @ ELEVATION 623.50'
2-YEAR 24 HOUR STORM @ ELEVATION 625.91'
2:1 SIDE SLOPES
2:1 SLOPES UNDER PERMANENT POOL
6' WIDE, 6:1 VEGETATED SHELF
70' WIDE CIPOLETTI SPILLWAY ELEV. 628.25'
LINED WITH 18" THICK CLASS 1 RIP-RAP
BOTTOM OF POND ELEV. 618.50'
SEDIMENT CLEANOUT ELEV. 619.50'
TOP OF POND ELEV. 629.50'
CLASS 1, 15" THICK RIP-RAP
DRAWDOWN PIPE
MAX 3:1 SLOPES FOR TEMPORARY POOL
2:1 AND 3:1 SLOPES ABOVE TEMPORARY POOL (SEE PLAN)
BOTTOM OF POND ELEV. 618.50'
SEDIMENT CLEANOUT ELEV. 619.50'AFTER STABILIZATION BUT PRIOR TO PAVING, POND
TO BE DREDGED AND CONVERTED FROM SKIMMER
SEDIMENT BASIN TO PERMANENT WET POND.
PUMP TO DRAIN IF
NECESSARY FOR POND
MAINTENANCE
OUTFLOW
25-YEAR 24 HOUR STORM @ ELEVATION 627.77'
WET POND 1
SPILLWAY DETAIL
NTS
CIPOLETTI EMERGENCY
SPILLWAY ELEV. 628.25'
18" THICK CLASS 1 RIP-RAP
3:1 SIDE SLOPES
TOP OF POND ELEV. 629.50'
WET POND 1 RISER STRUCTURE
NTS
TOP OF POND ELEV. 629.50'
TOP OF RISER ELEV. 627.75'
4' X 4' BOX STRUCTURE
(INTERNAL DIMS)
PERMANENT POOL ELEV. 624.50'
5'X5'X1.5' CONCRETE BALLAST PAD
(INCLUDING PRECAST BOX WALLS
AND BOTTOM SLAB, FILL BOTTOM
OF STRUCTURE TO 1.5' BELOW
OUTLET CULVERT WITH CONCRETE
AND PROVIDE SMOOTH FINISH AT
INVERT OF STRUCTURE)
NOTES:
SEE NCDOT STANDARDS FOR
OUTLET STRUCTURE BOX, GRATE,
REINFORCING, ETC.
ALL CONCRETE TO BE 3,600 PSI
COMPRESSIVE STRENGTH.
CONVERT HOLE FROM SKIMMER
TO PERMANENT 2" ORIFICE WITH
ANTI-CLOGGING DRAWDOWN
ASSEMBLY WHEN SKIMMER BASIN
CONVERTED TO WET POND
ELEV. 623.50'
FABRICATED ALUMINUM BAR
GRATE TRASH RACK WITH
5"X5" OPENINGS
15" OUTLET CULVERT
ELEV. 623.50'
CONVERT HOLE FROM SKIMMER
TO PERMANENT 2" ORIFICE
WHEN SKIMMER BASIN
CONVERTED TO WET POND
ELEV. 623.50'
15" OUTLET CULVERT
ELEV. 623.50'
36"X28" RECTANGULAR WEIR
ELEV. 625.41'
36"X28" RECTANGULAR WEIR
ELEV. 625.41
R50'
PROP. WET POND
±17,380SF
LOD
LOD
LOD
LOD
LOD
LOD LODLODLOD
LOD
LOD
LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODL
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LODLODPROP. 70'X10' EMERGENCY
SPILLWAY WEIR
CREST ELEV. = 628.25'
PROP. 4'X4' POND
OUTLET CONTROL WEIR
CREST ELEV. = 627.75'
PROP. CHAINLINK POND
FENCE WITH GATE DOORS
PROP. 6' POND
VEGETATED SHELF
5'PROP. 6' TALL OPAQUE
BUFFER FENCE (TYP.)
CONTRACTOR TO INSTALL
WITHOUT DISTURBING
EXISTING TREES
10' WIDE GRAVEL ACCESS
ROAD (6" DEEP #57 STONE)
PROP. CLASS I - 15" THICK
RIPRAP ARMOR FOR
FOREBAY BERM
CREST ELEV. = 624.5'
WIDTH=6'
STM
A2
STM
A3
STM
A1
STM
A0
STM
A-OUT
STM
A-OCS
PP 623.50
G 618.50
G 618.50
SHELF TOP 623.50
SHELF BOTTOM 622.50
620625619621622623624626627628629625624626627628
629
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
C:\USERS\TZOOK\APPDATA\LOCAL\TEMP\ACPUBLISH_11128\NCC172107HP0.DWG PRINTED BY: TZOOK 6.07.18 @ 4:48 PM LAST SAVED BY: TZOOK
NCC172107
JMO
MAT
11/9/2017
POPLIN
MEADOWS
THE MOSER
GROUP, INC
6008 POPLIN ROAD
UNION COUNTY, NC
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERING043610
MICHA
EL A . T H E B ERGESEAL
E
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROL
I
NA6/6/18
VARIESVARIES10'10'
5% MAX
20'
10%10%
3:1
3:1
6" THICK ABC
TYPICAL ROADWAY SECTION
12" MIN.
SEPARATOR GEOTEXTILE
COMPACTED SUBGRADE
BOHLER ENGINEERING DETAIL
ANTI-SEEP COLLAR
NTS
18"
SECTION A-A
PLAN VIEW
12"
6"O-RING
24" RCP
A
TRENCH WIDTH
12"
6"O-RING RCPANTI-SEEP
COLLAR
A TRENCHDEPTHTRENCH
WIDTH
ANTI-SEEP COLLAR.
CLASS B CONCRETE OR
COMPACTED CLAY WITH
INFILTRATION RATE OF 0.01
INCHES PER HOUR OR LESS.
GRADE
O-RING RCPBOHLER ENGINEERING DETAIL
NOT TO SCALE
DRAWDOWN ASSEMBLY
6"
6"
SCREW TYPE PLUG
NOTES:
1.DRAW DOWN ASSEMBLY SHALL NOT BE INSTALLED UNTIL WET DETENTION BASIN IS
STABILIZED.
PERMANENT POOL
PVC CAP WITH HOLE DRILLED PER WATER QUALITY
ORIFICE SIZE LISTED FOR WET POND
4" PVC PIPE AND TEE
BOHLER ENGINEERING DETAIL
NOT TO SCALE
SEDIMENT DEPTH MARKER
NOTES:
1.DRAW DOWN ASSEMBLY SHALL NOT BE INSTALLED UNTIL WET DETENTION BASIN IS
STABILIZED.
MIN. 6" PVC PIPE
18" MIN.PLUG TOP AT TOP OF RISER STRUCTURE
MIN. 1" THICK RED STRIPE AT 1' DEPTH MARKER
MIN. 1/2" THICK STRIPES AT 1' INTERVALS
BOTTOM OF POND/FOREBAY
BOHLER ENGINEERING DETAIL
AS NOTED
HP0
C-404
PERMANENT
POND DETAIL
1"=30'
0 307.51530
S43°30'00"W 310.16'N62°12'52"W 286.33' (TOTAL)
295.84'
N79°24'31"W
635.56'
N80°58'37"W 221.57'
S83°43'41"
W
68.89'
N87°06'4
0"
W
686.85'N46°45'15"ES66°25'19"E 1280.98'S120.98'
TIE LINE
N52°05'30
"
W
32.62'27.55'BONTERRA VILLAGE WAY - S.R. #1508(FORMERLY POPLIN ROAD)LODLODLODLODLOD LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD
LOD
LOD
LOD LODLOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLOT : 9
2193 SF
LOT : 10
2686 SF
LOT : 8
2193 SF
LOT : 7
2193 SF
LOT : 4
2193 SFLOT : 3
2193 SF
LOT : 2
2193 SF
LOT : 12
2193 SF
LOT : 13
2193 SF
LOT : 14
2193 SF
LOT : 22
2193 SF
LOT : 23
2193 SF
LOT : 24
2193 SF
LOT : 29
2193 SFLOT : 28
2193 SFLOT : 27
2193 SF
LOT : 19
2193 SF
LOT : 18
2193 SFLOT : 17
2193 SF
LOT : 37
2193 SF
LOT : 38
2193 SF
LOT : 39
2193 SF
LOT : 32
2193 SF
LOT : 33
2193 SF
LOT : 34
2193 SF
LOT : 42
2193 SF
LOT : 43
2193 SF
LOT : 44
2193 SF
LOT : 62
2193 SF
LOT : 57
2193 SF
LOT : 56
2193 SF
LOT : 79
2193 SF
LOT : 80
2193 SF
LOT : 97
2193 SF
LOT : 98
2193 SF LOT : 94
2193 SF
LOT : 93
2193 SF
LOT : 90
2193 SF
LOT : 89
2193 SF
LOT : 88
2193 SF
LOT : 85
2193 SFLOT : 84
2193 SFLOT : 83
2193 SF
LOT : 76
2193 SF
LOT : 75
2193 SF
LOT : 70
2193 SF
LOT : 71
2193 SF
LOT : 72
2193 SF
LOT : 67
2193 SF
LOT : 66
2193 SF
LOT : 65
2193 SFLOT : 49
2193 SF
LOT : 48
2193 SF
LOT : 47
2193 SF
LOT : 6
2686 SF
LOT : 1
2686 SF LOT : 5
2686 SF
LOT : 11
2686 SF
LOT : 15
2686 SF
LOT : 21
2686 SF
LOT : 25
2686 SF
LOT : 31
2686 SF
LOT : 35
2686 SF
LOT : 41
2686 SF
LOT : 45
2686 SF
LOT : 50
2686 SFLOT : 46
2686 SF
LOT : 40
2686 SF
LOT : 36
2686 SF
LOT : 30
2686 SF
LOT : 26
2686 SF
LOT : 20
2686 SF
LOT : 16
2686 SF
LOT : 68
2686 SF
LOT : 64
2686 SF
LOT : 55
2686 SF
LOT : 58
2686 SF
LOT : 61
2686 SF
LOT : 63
2686 SF
LOT : 99
2686 SF
LOT : 96
2686 SF
LOT : 78
2686 SF
LOT : 81
2686 SF
LOT : 77
2686 SF
LOT : 74
2686 SF
LOT : 69
2686 SF
LOT : 73
2686 SF
LOT : 82
2686 SF
LOT : 86
2686 SF
LOT : 87
2686 SF
LOT : 91
2686 SF
LOT : 92
2686 SF
LOT : 95
2686 SF
LOT : 53
2193 SF
LOT : 52
2193 SF
LOT : 51
2686 SF
LOT : 54
2686 SF
LOT : 59
2703 SF
LOT : 60
2703 SF
COMMUNITY AMENITY AREA
(BY OTHERS)
±0.10 ACRES
LODLODLODLODLODLODLODLOD LOD LOD LODLODLODPROP. LEFT TURN LANE
DESIGN TO BE PROVIDED
IN SECOND SUBMISSION
PROP. 30' DEDICATED
RIGHT-OF-WAY
PROP. 30' DEDICATED
RIGHT-OF-WAY
PROP. LEFT TURN LANE
DESIGN TO BE PROVIDED
IN SECOND SUBMISSION
WW
PROP. 40' TEMPORARY
CONSTRUCTION EASEMENT
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSLWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWPROP. 20' SAN EASEMENT
S S
S S S S S S S S S S S S S S
S
S SSSSSS SS
S
S SS
SSSSSSSS
S S S S
SAN
MH11
SAN
MH14
SAN
MH12
SAN
MH10
SAN
MH13
SAN
MH18
SAN
MH9
SAN
MH17
SAN
MH8
SAN
MH7
SAN
MH15
SAN
MH5
SAN
MH16
SAN
MH4
SAN
MH3
SAN
MH6
SAN
MH1
SAN
MH2
22'48.5'(42' MIN.)3/4" DOMESTIC METER
(TO BE SET AS REQUESTED)
6'
DRIVEWAY (TYP.)
3'9'4'WWWSSSWWSSWWSSWWSSTYP. 4" PVC SEWER LATERAL
SERVICE CONNECTION
8" PVC SEWER MAIN
8" PVC WATER MAIN
TYP. SEWER CLEANOUT
TYPICAL STREET CROSS SECTION A-A
N.T.S.
PROP. TRAVEL LANE PROP. TRAVEL LANE PROP.
5' S/W
PROP.
LANDSCAPE
STRIP
(NO TREES)
DIST. TO BUILDING
GARAGE DOOR
2% SLOPE MAX
5' TO W/L
W/L TO BC
6.5'
PROP.
LANDSCAPE
STRIP
(NO TREES)
PROP.
5' S/W
DIST. TO BUILDING
GARAGE DOOR
2% SLOPE MAX NCDOT R.O.W.NCDOT R.O.W.2' ROLL
C&G 2' ROLL
C&GBUILDING FRONTBUILDING FRONTCONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2017\NCC172107\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172107UP0.DWG PRINTED BY: TZOOK 6.07.18 @ 4:46 PM LAST SAVED BY: TZOOK
NCC172107
JMO
MAT
11/9/2017
POPLIN
MEADOWS
THE MOSER
GROUP, INC
6008 POPLIN ROAD
UNION COUNTY, NC
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERING043610
MICHA
EL A . T H E B ERGESEAL
E
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROL
I
NA6/6/18
MATERIAL LIST
WATER SYSTEM
8" RJ DI PIPE (CLASS 350) = ± 90 LF (PUBLIC)
8" PVC PIPE (SDR 18) = ± 1090 LF (PUBLIC)
6" PVC PIPE (SDR 18) = ± 145LF (PUBLIC)
2" COPPER PIPE = ± 475LF (PUBLIC)
4" DIP PIPE SLEEVE = ± 35 LF (PUBLIC)
PUBLIC FIRE HYDRANTS - 1
3/4" DOMESTIC METER - 99
NO IRRIGATION METERS FOR INDIVIDUAL LOTS
3/4" IRRIGATION METER AND BFP - 3
SEWER SYSTEM
8" PVC = ± 1810 LF (PUBLIC)
8" DIP = ±60 LF (PUBLIC)
48" SEWER MANHOLES (TYPE II) = 18(PUBLIC)
UTILITY SERVICE INFORMATION
ESTIMATED WATER CONSUMPTION (RESIDENTIAL DWELLING): 400
GAL/DAY PER CONNECTION MIN. (AS STATED FOR DWELLING UNITS PER
NCDENR STANDARD 15A NCAC02T 0.0409). ALL METERS ARE PROPOSED
TO BE FOR INDIVIDUAL PARCELS. 39,600 GAL/DAY
ESTIMATED SEWER CAPACITY (DWELLINGS): MIN. 285 PER DWELLING
UNIT x 99 PLANNED UNITS = 28,215 GAL/DAY.
IRRIGATION: ASSUMED 10,000 GAL/DAY FOR TOTAL SITE DURING
SUMMER MONTHS
FIRE FLOW: ASSUMED 1,000 GPM FOR HYDRANT (1 PROPOSED).
DOMESTIC: (99) - 3/4" METER
IRRIGATION: (3) - 3/4" METER AND BFP
UTILITY NOTES:
1.WATER LINES SHALL BE BURIED AS SPECIFIED IN UNION COUNTY
STANDARD SPECIFICATIONS AND DETAILS FOR ROADS,
STRUCTURES AND UTILITIES (LATEST EDITION). WATER MAINS
SHALL NOT BE PLACED UNDER BUILDINGS OR STRUCTURES
EXCEPT TO SUPPLY A SPRINKLER SYSTEM. THE MINIMUM COVER
FOR WATER MAINS WITH AN 8" DIAMETER OR LESS IS 30 INCHES. IF
THE MAIN EXCEEDS A 12 INCH DIAMETER, THE REQUIRED COVER IS
36 INCHES. ALL WATER LINES TO BE DUCTILE IRON PIPE.
2.WATER MAINS SHALL BE PLACED NO CLOSER THAN 4 FEET FROM
THE BACK OF CURB TOWARD THE STREET. (4' PROPOSED)
3.WATER MAINS SHALL BE LOCATED AT LEAST 10 FEET LATERALLY
FROM EXISTING AND PROPOSED SANITARY SEWERS.
4.WHERE IT IS NECESSARY FOR WATER MAINS TO CROSS OVER
SEWER MAINS, VERTICAL 18" CLEARANCE IS REQUIRED.
5.EXISTING WATER SERVICES THAT WILL NOT BE UTILIZED MUST BE
KILLED AT THE MAIN AND REMOVED AT CORP. STOP.
6.VALVES SHALL BE INSTALLED ON ALL BRANCHES FROM FEEDER
MAINS AND BETWEEN MAINS AND HYDRANTS AS FOLLOWS:
6.1.TWO (2) VALVE AT TEE INTERSECTIONS,
7.PRIVATE WATER SYSTEMS MUST HAVE SUFFICIENT VALVE
PLACEMENT AND NUMBER SO THE PRIVATE SYSTEM CAN BE
ISOLATED FROM A PUBLIC WATER SYSTEM.
8.CONTACT THE ENGINEERING SERVICES DEPARTMENT,
CONSTRUCTION INSPECTION DIVISION AT 864-596-2838 FOR ALL
WATER AND SEWER MAIN CONSTRUCTION. ALSO ALL WATER AND
SEWER SERVICE TAPS, DRIVEWAY AND SIDEWALK INSPECTIONS,
STORM DRAINAGE AND ROADWAY IMPROVEMENTS.
9.QUALITY OF WASTE TO BE DELIVERED TO UCPW'S SYSTEM FOR
TREATMENT DOMESTIC
10.NUMBER AND SIZE OF METERS
99 - 3/4" DOMESTIC METERS
NO IRRIGATION METERS FOR INDIVIDUAL LOTS
3 - 3/4" IRRIGATION METERS FOR COMMON OPEN SPACES
11.SEWER MAIN DESIGN MUST BE LESS THAN 14' DEEP (MAX COVER)
12.FIRE HYDRANT SHALL BE PLACED A MINIMUM DISTANCE OF 6 FEET
BACK OF CURB AND HAVE A CLEAR SPACE OF 3 FEET FROM ANY
PERMANENT STRUCTURES.
13.METERS WILL NOT BE SET IF WATER METER BOXES, SEWER
CLEANOUTS, VALVE BOXES OR THEIR APPURTENANCES ARE
DAMAGED OR IMPROPERLY POSITIONED.
14.REFER TO UNION COUNTY SPECIFICATIONS, UNION COUNTY
WATER AND SEWER EXTENSION POLICY AND TO UNION COUNTY
WATER SEWER EXTENSION ORDINANCES.
15.DEWATERING: THE CONTRACTOR AT ALL TIMES SHALL PROVIDE
AND MAINTAIN AMPLE MEANS AND EQUIPMENT WITH WHICH TO
REMOVE AND PROPERLY DISPOSE OF ANY AND ALL WATER
ENTERING THE EXCAVATION OR OTHER PARTS OF THE WORK AND
KEEP ALL EXCAVATION UNTIL SUCH TINE THAT THE PIPE LAYING
AND GRADING IS COMPLETED AND STRUCTURES TO BE BUILT
THEREIN ARE COMPLETED. NO WATER SHALL BE ALLOWED TO RISE
AROUND THE PIPE UNTIL BACKFILL TRENCHES NOR SHALL IT BE
ALLOWED TO RISE OVER MASONRY UNTIL CONCRETE OR MORTAR
HAS SET (MINIMUM OF 24 HOURS). ALL WATER PUMPED OR
DRAINED FROM THE WORK SHALL BE DISPOSED OF IN SUCH A
MANNER AS TO PREVENT SITUATION AND EROSION TO ADJACENT
PROPERTY OR OTHER CONSTRUCTION.
16.VERIFICATION HAS BEEN MADE BY BOHLER ENGINEERING THAT
EACH LOT IS CAPABLE OF HAVING GRAVITY SEWER SERVICE TO
THE CENTER OF THE LOT AT THE FRONT SETBACK.
17.ENGINEER VERIFIES DESIGN HAS BEEN BASED ON GROUND
SURVEY.
18.FOR PARCELS WITH EXISTING STRUCTURES, CLEARLY IDENTIFY
PREVIOUS AND EXISTING WATER AND SEWER SERVICES (WELL,
SEPTIC, OR COUNTY WATER/SEWER) ON PLANS. IF WATER AND/OR
SEPTIC ARE EXISTING, THEN COPY TRACI COLLEY
([e-mail]) ON PLAN/REDLINES TO
NOTIFY. MAKE NOTE THAT THE ENGINEER IS TO DIRECTLY
CONTACT TRACI COLLEY (704-283-3717) WITH ENVIRONMENTAL
HEALTH FOR THEIR SEQUENCE OF EVENTS AND OTHER PERTINENT
INFORMATION.
19.THE WATERMAIN WILL BE RESTRAINT JOINT DIP 40 FEET BEFORE
AND AFTER TO EACH FITTING
20.ALL EQUIPMENT SHALL BE LOCATED TO THE SIDE OR REAR OF THE
PRINCIPAL STRUCTURE OR ON ROOFTOPS AND SHALL NOT BE
VISIBLE FROM ANY PUBLIC OPEN SPACE OR SIDEWALK AREA. (UDO
SECTION 21.7.5.B.3)
21.DESIGN ENGINEER SHALL CONFIRM THAT WATER AND SEWER
MAINS AS WELL AS SERVICE LINES, METER BOXES, FIRE
HYDRANTS, AND LATERALS WILL NOT BE IN CONFLICT WITH ANY
PROPOSED UTILITY INSTALLATIONS, LANDSCAPING AND/OR
DRIVEWAYS. ANY CONFLICTS SHALL BE AT THE DEVELOPER'S
EXPENSE TO COORDINATE AND RESOLVE AND COULD RESULT IN
DELAY OF WATER METERS BEING SET.
UTILITY PERMIT PHASING (PLANS
TO BE PERMITTED SEPARATELY):
PHASE I: ALL WATER/SEWER, 6 DOMESTIC METERS, 4 IRRIGATION METERS
PHASE II: 57 DOMESTIC METERS
CONSTRUCTION SCHEDULE:
ANTICIPATED START DATE: NOVEMBER 2018
ANTICIPATED FINISH DATE: NOVEMBER 2019 (PHASE I)
1"=60'
0 60153060SEE SHEE
T
C
-
5
0
2
SEE
S
H
E
E
T
C-
5
0
3
SEE
S
H
E
E
T
C-
5
0
4
SEE SH
E
E
T

C
-
5
0
5
SEE SHEET C-506SEE SHEET C-507SE
E

S
H
E
E
T

C
-
5
0
8
1" = 60'
UP0
C-501
OVERALL
UTILITY PLANTYPICAL UTILITY LOT LAYOUT
FRONT SERVICED 22' UNIT
SCALE 1" = 30'
TYPICAL UTILITY LOT CROSS SECTION
SCALE 1" = 30'
SWGsB
CmB
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
C:\USERS\TZOOK\APPDATA\LOCAL\TEMP\ACPUBLISH_11128\NCC172107HP0.DWG PRINTED BY: TZOOK 6.07.18 @ 4:48 PM LAST SAVED BY: TZOOK
NCC172107
JMO
MAT
11/9/2017
POPLIN
MEADOWS
THE MOSER
GROUP, INC
6008 POPLIN ROAD
UNION COUNTY, NC
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERING043610
MICHA
EL A . T H E B ERGESEAL
E
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROL
I
NA6/6/18
1"=100'
0 1002550100
1" = 60'
HP0
C-601
PRE
DEVELOPMENT
DRAINAGE MAP
SPROP. WET
POND
±17,380SF
LODLODLOD LODLODLOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD
LOD
LOD
LOD
LOD LOD
LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
L
O
D
LODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODPOST TO POI 1 (SHEET FLOW) = 4.6 AC
CN = 84
Tc = 10 MIN
POST TO POI 2 (SHEET FLOW) =
0.75 AC
CN = 78
Tc = 5 MIN POI 2
POI 1
POST TO POND 1 = 7.63 AC
CN = 83
Tc = 5 MIN
ADDITIONAL PROPOSED OFFSITE
IMPERVIOUS AREA USED FOR POND 1
QUALITY CALCULATION PURPOSES ONLY
AREA = 0.40 AC
CN = 98
Tc = 5 MIN
63
8
63
7
637
636
63
5 63563
2
631
632639 620625619621622623624626627628629625624626627628
629
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
C:\USERS\TZOOK\APPDATA\LOCAL\TEMP\ACPUBLISH_11128\NCC172107HP0.DWG PRINTED BY: TZOOK 6.07.18 @ 4:48 PM LAST SAVED BY: TZOOK
NCC172107
JMO
MAT
11/9/2017
POPLIN
MEADOWS
THE MOSER
GROUP, INC
6008 POPLIN ROAD
UNION COUNTY, NC
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERING043610
MICHA
EL A . T H E B ERGESEAL
E
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROL
I
NA6/6/18
1"=100'
0 1002550100
1" = 100'
HP0
C-602
POST
DEVELOPMENT
DRAINAGE MAP
SBONTERRA VILLAGE WAY - S.R. #1508(FORMERLY POPLIN ROAD)LODLODLODLODLOD LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD
LOD
LOD
LOD LODLOD
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODCOMMUNITY AMENITY AREA
(BY OTHERS)
±0.10 ACRES
LODLODLODLODLODLODLODLOD LOD LOD LODLODLODPROP. LEFT TURN LANE
DESIGN TO BE PROVIDED
IN SECOND SUBMISSION
PROP. 30' DEDICATED
RIGHT-OF-WAY
PROP. 30' DEDICATED
RIGHT-OF-WAY
PROP. LEFT TURN LANE
DESIGN TO BE PROVIDED
IN SECOND SUBMISSION
A28
C=0.60
AREA=0.48 AC
A24
C=0.60
AREA=0.46 AC
A22
C=0.85
AREA=0.47 AC
A21
C=0.85
AREA=0.39 AC
A19
C=0.82
AREA=0.26 AC
A20
C=0.82
AREA=0.32 AC
A18
C=0.75
AREA=0.12 AC
A16
C=0.82
AREA=0.38 AC
A17
C=0.82
AREA=0.44 AC
A31
C=0.60
AREA=0.17 AC
A26
C=0.60
AREA=0.01 AC
A25
C=0.82
AREA=0.15 AC
A15
C=0.82
AREA=0.15 AC
STM
A23
STM
A21
STM
A22
STM
A18
STM
A19
STM
A20 STM
A26
STM
A24
STM
A10
STM
A11
STM
A12
STM
A15
STM
A25
STM
A16
STM
A17
STM
A14
STM
A13
STM
A9
STM
A28
STM
A27
STM
A8
STM
A7
STM
A6
STM
A29
STM
A5
STM
A4
STM
A2
STM
A3
STM
A30
STM
A1
STM
A0
STM
A-OUT
STM
A-OCS
A14
C=0.82
AREA=0.33 AC
A13
C=0.82
AREA=0.35 AC
A12
C=0.82
AREA=0.25 AC
A11
C=0.82
AREA=0.24 AC
A7
C=0.82
AREA=0.40 AC
A9
C=0.82
AREA=0.06AC
A8
C=0.82
AREA=0.19 AC
A6
C=0.75
AREA=0.03 AC
A5
C=0.70
AREA=0.15 AC
A30
C=0.60
AREA=0.44 AC
A3
C=0.82
AREA=0.89 AC
STM
A31
63
8
63
7
637
636
63
5 63563
2
631
632639 620625619621622623624626627628629625624626627628
629
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
C:\USERS\TZOOK\APPDATA\LOCAL\TEMP\ACPUBLISH_11128\NCC172107HP0.DWG PRINTED BY: TZOOK 6.07.18 @ 4:48 PM LAST SAVED BY: TZOOK
NCC172107
JMO
MAT
11/9/2017
POPLIN
MEADOWS
THE MOSER
GROUP, INC
6008 POPLIN ROAD
UNION COUNTY, NC
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERING043610
MICHA
EL A . T H E B ERGESEAL
E
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROL
I
NA6/6/18
1" = 100'
OP0
C-603
INLET
DRAINAGE MAP
1"=60'
0 60153060
LODLODLODLODLOD LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD
LOD
LOD
LOD LODLOD
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LODLODLODWBONTERRA VILLAGE WAY - S.R. #1508(FORMERLY POPLIN ROAD)GsB
CmB
SF SFSFSFSFSFSFSFPROP.
TEMPORARY
STOCKPILE FOR
TOPSOIL
±95,000 CF
MAX. HEIGHT 20'DRAINAGE AREA 1
6.49 ACRES
DRAINAGE AREA TO DRAIN TO SEDIMENT
SKIMMER BASIN #1 THROUGH DITCHES,
THEN TO EXISTING STORMWATER
NETWORK
SKIMMER BASIN #1
DRAINAGE AREA: 6.49 AC.
DISTURBED AREA: 6.38 AC.
LENGTH: 173 FT
WIDTH: 100 FT
SURFACE AREA PROVIDED: 17,380 SF
SURFACE AREA REQUIRED: 4,566 SF
VOLUME PROVIDED: 112,268 CF
VOLUME REQUIRED: 11,484 CF
TOP OF BERM: 629.50'
BOTTOM OF BASIN: 618.50'
TOP OF EMERGENCY WEIR: 628.25'
WEIR LENGTH: 70.0'
SKIMMER PIPE DIA: 2"
SKIMMER ORIFICE DIA: 2.25"
SKIMMER ORIFICE ELEV: 623.50'
DEWATERING TIME: 2.40 DAYS
INSTALL PVC PIPE CULVERT
PRIOR TO CONSTRUCTION
ENTRANCE INSTALLATION
ECF
PROP. CLASS I - 15" THICK
RIPRAP ARMOR FOR
FOREBAY BERM
ELEV.=624.5'
WIDTH=6'
PROP. 10'X18'
CONCRETE AND TIRE WASH
MAIN ENTRANCE
LATITUDE: 35°04'54.25"N
LONGITUDE: -80°36'29.64"W
TEMPORARY STOCKPILE TO COMPACT DURING
PLACEMENT. CLEAR ADDITIONAL AREA AS NEEDED
TO PLACE/COMPACT DIRT, EXPANDING SILT FENCE
TO CONTROL WORK AREA AS REQUIRED.
TEMPORARY SILT DITCH/BERM
CONTRACTOR TO FILL ONCE
ON SITE STORMWATER SYSTEM IS STABILIZED
MIN. LONGITUDINAL SLOPE OF 2%
MIN. 1' DEPTH
MAX. 2:1 SIDE SLOPES
TEMPORARY SKIMMER
SEDIMENT BASIN TO BE
CONVERTED TO WET POND
BEFORE ANY PAVING
OPERATIONS ARE
CONDUCTED
PROP. 4' PERFORATED RISER
WITH 5' TRASH RACK
CREST ELEV. = 627.75'
TEMPORARY SILT FENCE(TYP.)
CONTRACTOR TO PROVIDE 10'
BUFFER BETWEEN SLOPES STEEPER
THAN 3:1 AND SILT FENCE (TYP.)
MAX. DRAINAGE AREA = 0.25 AC/100LF
PROP. FAIRCLOTH SKIMMER
INVERT: 623.50'
PROP. SILT FENCE
ROCK OUTLET
AT 50' INTERVALS (TYP.)
CONTRACTOR TO PREVENT GRADING
INTRUSION INTO ADJACENT PROPERTY
SFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSF SF SF SF SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF
SFSF
SF SF SF SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSF
SF
SF
SF
SF
SF
SF
SF
SF SFSF SF
SF SF SF SF SF SF SF SFSF SF SF SF SFSF
SF
SF
SF SFSF
SF SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
S
F
DRAINAGE AREA 2
1.62 ACRES
DRAINAGE AREA TO DRAIN TO SILT FENCE,
THEN TO EXISTING STORMWATER
NETWORK
DRAINAGE AREA 3
0.65 ACRES
DRAINAGE AREA TO DRAIN TO SILT FENCE, THEN
TO EXISTING DITCH/INTERMITTENT STREAM
TEMPORARY SILT FENCE(TYP.)
CONTRACTOR TO PROVIDE 10'
BUFFER BETWEEN SLOPES STEEPER
THAN 3:1 AND SILT FENCE (TYP.)
MAX. DRAINAGE AREA = 0.25 AC/100LF
PROP. SILT FENCE
ROCK OUTLET
AT 50' INTERVALS (TYP.)
PROP. 70'X10' EMERGENCY
SPILLWAY
CREST ELEV.=628.25'
CLASS I - 15" THICK RIPRAP
CONTRACTOR TO INSTALL POND
OUTFLOW PIPE AND STRUCTURES TO
FINAL ELEVATIONS (SEE PERMANENT
POND DETAIL)
PERMANENT 12" PVC PIPE CULVERT
INV IN: 637.63'
INV OUT: 637.39'
TB
SB
7D
7D
ECF
RRB
DRAINAGE AREA 4
0.54 ACRES
DRAINAGE AREA TO DRAIN TO TEMPORARY
SEDIMENT TRAP, THEN TO EXISTING
DITCH/INTERMITTENT STREAM
TEMPORARY SEDIMENT TRAP
DRAINAGE AREA: 0.54 AC.
DISTURBED AREA: 0.54 AC.
LENGTH: 50 FT
WIDTH: 20 FT
SURFACE AREA PROVIDED: 1000 SF
SURFACE AREA REQUIRED: 697 SF
VOLUME PROVIDED: 2014 CF
VOLUME REQUIRED: 1944 CF
TOP OF TRAP: 635.50'
BOTTOM OF TRAP: 632.00'
REQUIRED WEIR LENGTH: 5.0'
TEMPORARY SEDIMENT TRAP TO BE
FILLED ONCE ONSITE STORMWATER
SYSTEM IS FULLY STABILIZED
BUILDING ENVELOPE (TYP.)
DC1
DC2
625 624
626
627
628
629
625
626
627 628629
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2017\NCC172107\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172107OP0.DWG PRINTED BY: TZOOK 6.07.18 @ 4:46 PM LAST SAVED BY: TZOOK
NCC172107
JMO
MAT
11/9/2017
POPLIN
MEADOWS
THE MOSER
GROUP, INC
6008 POPLIN ROAD
UNION COUNTY, NC
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERING043610
MICHA
EL A . T H E B ERGESEAL
E
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROL
I
NA6/6/18
EROSION AND SEDIMENT
CONTROL PLAN NARRATIVE:
THE SITE WILL BE DEVELOPED IN TWO PHASES. THE PHASING IS BASED ON
DEMOLITION OF THE EXISTING SITE FEATURES AND THE CONSTRUCTION OF THE
PROPOSED BUILDING AND SITE FEATURES. THE IMPROVEMENTS INCLUDE THE
CONSTRUCTION OF EXISTING UTILITIES AND LANDSCAPED AREAS.
THE DEVELOPMENT IS LOCATED ON A VACANT LOT WITH MAJORITY EXISTING
PERVIOUS CONDITIONS INCLUDING FIELDS AND WOODED AREAS. THEREFORE, THE
SITE IS NOT EXEMPT FROM STORMWATER MANAGEMENT PRACTICES AND WILL NEED
TO OBTAIN APPROPRIATE PERMITS FROM THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY.
SILT FENCING AND SAFETY FENCING ARE PROPOSED AROUND THE PERIMETER OF
THE PROPERTY TO PROTECT LOCAL RESOURCES AND TO RETAIN SEDIMENT FROM
EXITING THE SITE. FENCING IS TO BE REGULARLY INSPECTED FOR DEFICIENCIES AND
REQUIRED MAINTENANCE. THE ENTRANCE TO THE CONSTRUCTION SITE WILL
INCLUDE THE INSTALLATION OF A STABILIZED CONSTRUCTION ENTRANCES TO
REMOVE DEBRIS FROM TRAFFIC ENTERING AND LEAVING THE EXISTING SITE.
OFFSITE BORROW SOIL MUST BE APPROVED BY GEOTECHNICAL ENGINEER.
(1) TEMPORARY SEDIMENT SKIMMER BASIN AND (1) TEMPORARY SEDIMENT TRAP
WILL BE UTILIZED DURING THE TWO PHASES IN ORDER TO PREVENT UNNECESSARY
OFFSITE SEDIMENTATION. DIVERSION DITCHES AND CHECK DAMS ARE TO BE USED
THROUGHOUT THE SITE TO DIVERT NATURAL FLOW PATTERS TO THE SKIMMER
BASIN.
THERE IS FEDERAL/STATE NATURAL RESOURCES PRESENT ON THE SITE, E.G. (1)
INTERMITTENT STREAM (AS SHOWN IN PLANS). THERE ARE NO HIGHLY ERODIBLE
SOILS. ON-SITE DRAINAGE WILL DISCHARGE INTO THE FLOODPLAIN.
NOTE TO GENERAL CONTRACTOR:
PRIOR TO CONSTRUCTION, GC MUST CLEARLY DELINEATE AND
MARK OFF AREAS IDENTIFIED IN THE SWPPP OR IN THE FIELD, TO
BE PROTECTED (SUCH AS NATURAL BUFFERS, TREES, HABITATS
OF ENDANGERED/ THREATENED SPECIES, HISTORIC PROPERTIES,
ETC.).
CONTRACTOR IS RESPONSIBLE FOR SITE SECURITY PER
CONTRACT.
WETLAND/STREAM NOTE:
WETLANDS ARE NOT PRESENT ON-SITE.
(1) INTERMITTENT STREAM IS PRESENT ON-SITE
TEMPORARY SEEDING:
THE CONTRACTOR SHALL APPLY TEMPORARY SEEDING AS
NEEDED/REQUIRED THROUGHOUT CONSTRUCTION WHENEVER
DISTURBED AREA IS TO REMAIN FOR 7 OR MORE DAYS.
OFF-SITE BORROW AND WASTE:
ANY OFF-SITE BORROW OR WASTE REQUIRED FOR THIS PROJECT
MUST COME FROM A SITE WITH AN APPROVED EROSION CONTROL
PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A
LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE
MANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR
GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF
AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE
MANAGEMENT, OR PER DIVISION OF SOLID WASTE MANAGEMENT
OR DIVISION OF WATER RESOURCES RULES AND REGULATIONS.
SEQUENCE OF CONSTRUCTION - PHASE I
1.EROSION CONTROL PLAN IS APPROVED BY THE NCDEQ EROSION CONTROL PROGRAM.
2.PRIOR TO ANY CLEARING, INSTALLATION OF SEDIMENT CONTROL MEASURES, OR GRADING, A PRE-CONSTRUCTION MEETING MUST
BE CONDUCTED ON-SITE WITH THE SEDIMENTATION AND EROSION CONTROL INSPECTOR, TOWN OF WAXHAW ENGINEERING
DIVISION, AND TOWN OF WAXHAW PUBLIC SERVICES TO DISCUSS EROSION CONTROL MEASURES. (48 HOURS MINIMUM NOTICE)
3.CONTRACTOR MUST NOTIFY THE NCDEQ SEDIMENTATION AND EROSION CONTROL INSPECTOR 48 HOURS PRIOR TO THE START OF
EARTH DISTURBANCE.
4.THE LIMITS OF DISTURBANCE MUST BE FIELD MARKED PRIOR TO INSTALLATION OF SEDIMENT CONTROL MEASURES, DEMOLITION
OR OTHER LAND DISTURBING ACTIVITIES.
5.INSTALL SEDIMENT AND EROSION CONTROL MEASURES, INCLUDING SILT FENCE, TREE PROTECTION FENCE, (1) SKIMMER BASIN, (1)
SEDIMENT TRAP, DIVERSION DITCHES AND STABILIZED CONSTRUCTION ENTRANCE/EXIT. PRIOR TO BRINGING SKIMMER BASIN AND
SEDIMENT TRAP ONLINE, CONTRACTOR TO INSTALL ASSOCIATED BMP OUTFLOW PIPES TO ENSURE PROPER DRAINAGE TO
EXISTING OFFSITE STORMWATER NETWORK. ALSO, AREAS MARKED ON PLANS INDICATING FILLING/CUTTING EXISTING SOIL TO
PROMOTE POSITIVE DRAINAGE TO DIVERSION DITCHES SHALL BE COMPLETE PRIOR TO BRINGING BASINS/TRAP ONLINE.
PERIMETER CONTROLS SHOULD BE CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL
SEDIMENTATION ON THIS SITE BY CONTRACTOR. PERIMETER CONTROLS ARE TO REMAIN FUNCTIONING FOR THE DURATION OF
THE PROJECT. THE MONITORING AND INSPECTING OF EROSION CONTROL MEASURES SHOULD FOLLOW THE GUIDELINES OF THE
NPDES PERMIT (GENERAL PERMIT NCG 010000).
6.CONTACT SEDIMENTATION AND EROSION CONTROL INSPECTOR UPON COMPLETION OF INSTALLATION OF ALL PERIMETER EROSION
AND SEDIMENT CONTROLS PRIOR TO PROCEEDING WITH ANY OTHER EARTH DISTURBANCE OR GRADING.
7.UPON APPROVAL FROM SEDIMENTATION AND EROSION CONTROL INSPECTOR, COMPLETE DEMOLITION OF ANY SITE FEATURES
(PAVEMENT, CURB, ETC.), CLEARING AND GRUBBING, AND STRIP SITE OF TOP SOIL.
ALL DEMOLISHED MATERIAL IS TO BE DISPOSED IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA REGULATIONS.
CONTRACTOR TO ENSURE ALL APPLICABLE DEMOLITION PERMITS HAVE BEEN ISSUED AND HAVE ORIGINALS OF THE SAME PRIOR
TO COMMENCING DEMOLITION ACTIVITIES.
8.CONTACT SEDIMENTATION AND EROSION CONTROL INSPECTOR UPON COMPLETION OF STRIPPING, THE STOCKPILING OF TOPSOIL,
THE CONSTRUCTION OF TEMPORARY SEDIMENT AND EROSION CONTROL FACILITIES, DISPOSAL OF ALL WASTE MATERIAL, AND
PREPARATION OF THE GROUND.
·ALL DEMOLITION AND ONSITE HAULING TO BE AN APPROVED LOCATION.
·TOTAL ON-SITE DISTURBANCE AREA = 11 ACRES
·TOTAL OFF-SITE DISTURBANCE AREA = 0.40 ACRES (FOR LEFT TURN LANE CONSTRUCTION)
·CONTRACTOR TO ENSURE ALL DRAINAGE ON-SITE TO DRAIN AWAY FROM ADJACENT PROPERTIES THROUGH
EXISTING AND PROPOSED DITCHES.
·OFF-SITE CONSTRUCTION CONSISTS OF ROADWAY EXPANSION, AND EXISTING ROADWAY ASPHALT OVERLAY.
·TEMPORARY ON-SITE SKIMMER BASIN TO BE BUILT TO FINAL WET POND BASIN DESIGN DEPTHS. CONTRACTOR TO
EXCAVATE SKIMMER BASINS A MINIMUM OF 1' LOWER THAN FINAL BUILD OUT DEPTH TO ALLOW FOR SEDIMENT
CLEANOUT. (SEE PERMANENT POND DETAIL SHEET)
·WHERE SILT FENCE IS NOT PROVIDED, ORANGE MESH SAFETY FENCE IS TO BE PROVIDED TO DELINEATE SITE WORK
AREA.
·ANY STONE REQUIRED AT TOE OF SLOPES TO BE FIELD COORDINATED AND PROVIDE AS NEEDED.
·REFER TO PERMANENT DIVERSIONS (CLEAN WATER DITCH) SPECIFICATIONS IN SECTION 6.21 OF NCDEMLR EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (REV. 5/2013)
NOTES
LOD
SF
X
THE POTENTIAL TREE SAVE AREA MARKED SHALL BE STAKED/FLAGGED IN THE FIELD
PRIOR TO CONSTRUCTION START, AT THE SAME TIME AS SILT FENCE INSTALLATION.
PRIOR TO CLEARING THIS AREA, A WALK SHALL OCCUR BETWEEN THE DEVELOPER, GC,
AND TOWN REPRESENTATIVE TO DETERMINE WHAT TREES MAY BE ABLE TO BE SAVED.
CLEARING IN THIS AREA SHALL NOT OCCUR UNTIL AFTER WALK HAS OCCURRED, THE
AGREED UPON TREES TO SAVE HAVE BEEN FLAGGED, AND THE APPROPRIATE TREE
SAVE FENCING INSTALLED. TREES THAT ARE SAVED IN THIS AREA ARE NOT PART OF
THE REQUIRED TREE RETENTION CANOPY. NO TREES SHALL BE REQUIRED TO BE
SAVED SHALL BE DISEASED, DEEMED TO BE A THREAT TO NEARBY FUTURE HOUSES,
OR REQUIRE UNREASONABLE CHANGES TO THE GRADING PLAN.
POTENTIAL TREE SAVE AREA
CmB
GsB
CID CHANNERY SILT LOAM
(1 TO 5% SLOPES)
GOLDSTON-BADIN COMPLEX
(2 TO 8% SLOPES)
SOILS LEGEND
1" = 60'
OP0
C-701
EROSION &
SEDIMENTATION
CONTROL PLAN
PHASE I
1"=60'
0 60153060
S S
S S S S S S S S S S S S S S
S
S SSSSSS SS
S
S SS
SSSSSSSS
S S S S
S
S
LODLODLODLODLOD LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD
LOD
LOD
LOD LODLOD
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LODLODLODBONTERRA VILLAGE WAY - S.R. #1508(FORMERLY POPLIN ROAD)WW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSLWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWRRA
PROP. CLASS I - 15" THICK
RIPRAP ARMOR FOR
FOREBAY BERM
ELEV.=624.5'
WIDTH=6'
PROP. 10'X18'
CONCRETE AND TIRE WASH
TEMPORARY SKIMMER
SEDIMENT BASIN TO BE
CONVERTED TO WET POND
BEFORE ANY PAVING
OPERATIONS ARE
CONDUCTED
PROP. 4' PERFORATED RISER
WITH 5' TRASH RACK
CREST ELEV. = 627.75'
TEMPORARY SILT FENCE(TYP.)
CONTRACTOR TO PROVIDE 10'
BUFFER BETWEEN SLOPES STEEPER
THAN 3:1 AND SILT FENCE (TYP.)
MAX. DRAINAGE AREA = 0.25 AC/100LF
PROP. FAIRCLOTH SKIMMER
INVERT: 623.50'
CONTRACTOR TO PREVENT GRADING
INTRUSION INTO ADJACENT PROPERTY
SFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSF SF SF SF SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF
SFSF
SF SF SF SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSF
SF
SF
SF
SF
SF
SF
SF
SF SFSF SF
SF SF SF SF SF SF SF SFSF SF SF SF SFSF
SF
SF
SF SFSF
SF SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
S
F
TEMPORARY SILT FENCE(TYP.)
CONTRACTOR TO PROVIDE 10'
BUFFER BETWEEN SLOPES STEEPER
THAN 3:1 AND SILT FENCE (TYP.)
MAX. DRAINAGE AREA = 0.25 AC/100LF
PROP. 70'X10' EMERGENCY
SPILLWAY
CREST ELEV.=628.25'
CLASS I - 15" THICK RIPRAP
PS
TEMPORARY SEDIMENT TRAP TO BE
FILLED ONCE ONSITE STORMWATER
SYSTEM IS FULLY STABILIZED
RPI
RPIRPI
RPI
IP2 SFSFSF SF SF
SFSF629
628
637 637
636 635 635 635
635634
633 632631
631
637
636
635
S S S S S S S S SWWSLWWSLWWSLWWSLWWSLSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFHP
LOCATION OF CHECK DAM TO BE
DETERMINED BY CONTRACTOR
STABILIZED CONSTRUCTION
ENTRANCE
CONTRACTOR TO ENSURE
POSITIVE DRAINAGE
AWAY FROM BUILDING
PAD THRU SWALES
636
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2017\NCC172107\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172107OP0.DWG PRINTED BY: TZOOK 6.07.18 @ 4:46 PM LAST SAVED BY: TZOOK
NCC172107
JMO
MAT
11/9/2017
POPLIN
MEADOWS
THE MOSER
GROUP, INC
6008 POPLIN ROAD
UNION COUNTY, NC
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERING043610
MICHA
EL A . T H E B ERGESEAL
E
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROL
I
NA6/6/18
STABILIZATION LEGEND
SWPPP UPDATES AND AMENDMENTS
THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE
MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND
GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE MADE DAILY TO
TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP
INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G.,
PAVING, STORM SEWER INSTALLATION, FOOTING INSTALLATION, ETC.), CLEARING,
GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT STABILIZATION.
IMPORTANT:
THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI)
TO THE CIVIL ENGINEERING CONSULTANT (CEC) AND OBTAIN WRITTEN CEC
APPROVAL BEFORE DOING ANY OF THE FOLLOWING:
1.MODIFYING EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE
TYPICALLY ONLY APPROVED IF SPECIFIED MATERIALS ARE NOT AVAILABLE
OR THERE IS A VALID REASON THE SPECIFIED BMP WILL NOT WORK)
2.ADDING/DELETING EROSION OR SEDIMENT CONTROL BMPS;
3.MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE; OR
4.PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE
SWPPP.
THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT CEC
APPROVAL, IN AN EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE
OR PROTECT WATER QUALITY; HOWEVER, GC MUST NOTIFY THE CEC AS SOON
AS PRACTICAL AS TO THEIR ACTIONS TO DISCUSS THE NEED FOR ADDITIONAL OR
SUPPLEMENTAL MEASURES AND TO OBTAIN THE REQUIRED APPROVALS. THE
CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE COMPLIANCE WITH THE
PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY.

AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS
ACCEPTABLE TO ADD ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, AND/OR
REVISED DRAWINGS THAT HAVE THE CEC NAME IN PRINT, ARE STAMPED, SIGNED,
DATED, AND ARE ACCOMPANIED BY WRITTEN COPY OF THE ASSOCIATED RFI AND
ITS RESPONSE FROM CEC. ENGINEERED ITEMS MUST BE SIGNED AND STAMPED
BY THE CEC OF RECORD FOR THE PROJECT.
NOTES:
1.SEE LANDSCAPE PLAN FOR PERMANENT SODDING AND
MULCHING. ONCE AREA IS BROUGHT TO GRADE, AREA IS
TO BE STABILIZED WITHIN 7 DAYS. FOR ANY
UNSTABLIZED AREA THAT WILL NOT BE DISTURBED
WITHIN 14 DAYS, AREA IS TO BE SEEDED WITHIN 7 DAYS
OF DISTURBANCE.
2.PERMANENT GROUNDCOVER WILL BE PROVIDED FOR
ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR
NO MORE THAN 90 CALENDAR DAYS (WHICHEVER IS
SHORTER).
3.SEE PERMANENT POND DETAIL SHEET FOR DETAILED
POND NOTES.
4.WHERE SILT FENCE IS NOT PROVIDED, ORANGE MESH
SAFETY FENCE TO BE PROVIDED TO DELINEATE SITE
WORK AREA.
5.ANY STONE REQUIRED AT TOE OF SLOPES TO BE FIELD
COORDINATED AND PROVIDED AS NEEDED.
6.TOTAL IMPERVIOUS SURFACE COVERAGE AT BUILT OUT
CONDITION (NOT TO INCLUDE STREETS TO BE
ACCEPTED BY NCDOT.). CALCULATIONS ARE AN
APPROXIMATION OF TOTAL COVERAGES.
6.1.
PERVIOUS COVER = 115,951SF
IMPERVIOUS COVER = 138,707SF (54% OF TOTAL)
SEQUENCE OF CONSTRUCTION - PHASE II
1.CONTACT SEDIMENTATION AND EROSION CONTROL INSPECTOR FOR APPROVAL TO PROCEED.
2.TEMPORARILY STABILIZE GRADED AREAS (NON-STEEP SLOPES) AS REQUIRED.
3.COMPLETE ROUGH GRADING. COMPLETE THE INSTALLATION OF STORMWATER SYSTEM, TEMPORARY SKIMMER
BASIN, SITE UTILITIES, AND ALL PERMANENT SOIL SLOPES AS MARKED ON PLANS. CONTRACTOR TO PROVIDE
OVERLAND DRAINAGE TOWARD SEDIMENT BASIN UNTIL STORM PIPES COMPLETELY INSTALLED, THEN DIVERT TO
INLETS.
4.CONTACT SEDIMENTATION AND EROSION CONTROL INSPECTOR UPON COMPLETION OF ROUGH GRADING, BUT
PRIOR TO PLACING TOPSOIL, PERMANENT DRAINAGE, OR OTHER SITE DEVELOPMENT IMPROVEMENTS AND
GROUND COVERS.
5.TEMPORARY SEDIMENT TRAP TO BE FILLED ONCE ONSITE STORMWATER SYSTEM IS STABILIZED. INSTALL CURB
ALONG THE PERIMETER OF THE SITE TO AID IN THE PROTECTION OF THE EXISTING ADJACENT PROPERTIES AND
THE ADJACENT ROADWAYS.
6.CONTACT SEDIMENTATION AND EROSION CONTROL INSPECTOR PRIOR TO CONVERSION OF BASINS. TEMPORARY
BASINS ARE ALLOWED TO BE CONVERTED TO PERMANENT BASINS UPON 80% STABILIZATION OF THE
CORRESPONDING DRAINAGE AREA. ONCE INSPECTION APPROVAL IS RECEIVED, CONVERT SKIMMER BASINS TO
STORMWATER PONDS.
7.KEEP INLET PROTECTION BLOCKED WITH STONE UNTIL STORMWATER SYSTEM IS COMPLETELY INSTALLED.
8.FINE GRADE AND INITIATE FINAL PAVING. PERMANENTLY STABILIZE ANY REMAINING AREAS IN ACCORDANCE WITH
THE PERMANENT SODDING SCHEDULE AND NOTES. INSTALL FINAL SITE LANDSCAPING.
9.REQUEST FINAL APPROVAL FROM THE SEDIMENTATION AND EROSION CONTROL INSPECTOR PRIOR TO REMOVING
ANY REMAINING SEDIMENT CONTROL MEASURES AND UPON COMPLETION OF FINAL GRADING, PERMANENT
DRAINAGE, AND EROSION CONTROL FACILITIES, INCLUDING ESTABLISHED GROUND COVERS AND PLANTING, AND
ALL OTHER WORK OF THE BUILDING PERMITS.
LOD
SF
X
CmB
GsB
CID CHANNERY SILT LOAM
(1 TO 5% SLOPES)
GOLDSTON-BADIN COMPLEX
(2 TO 8% SLOPES)
SOILS LEGEND
1"=20'
0 2051020
AS NOTED
OP0
C-702
EROSION &
SEDIMENTATION
CONTROL PLAN
PHASE II
TYPICAL BUILDING EROSION CONTROL - INSET
1"=60'
0 60153060
NTS
SD0
C-703
EROSION &
SEDIMENTATION
CONTROL
DETAILS
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
C:\USERS\TZOOK\APPDATA\LOCAL\TEMP\ACPUBLISH_11128\NCC172107SD0.DWG PRINTED BY: TZOOK 6.07.18 @ 4:50 PM LAST SAVED BY: TZOOK
NCC172107
JMO
MAT
11/9/2017
POPLIN
MEADOWS
THE MOSER
GROUP, INC
6008 POPLIN ROAD
UNION COUNTY, NC
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERING043610
MICHA
EL A . T H E B ERGESEAL
E
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROL
I
NA6/6/18FRONT VIEW
PERSPECTIVE VIEW
SOURCE BOX FAIRCLOTH SKIMMER
BASIN BOTTOM
ELEVATION (BE)
ARM
SAl
SKIMMER
FLEXIBLE
HOSE
Z1
1
TOP OF
EMBANKMENT
ELEVATION (ETE)
Z2
1
TEMP. STUB
BARREL
OUTLET
(BOE)
BASIN
NO.
Z2
(FT)
TOP E.
WEIR
ELEV. TEW
(FT)
TOP ELEV
ETE
(FT)
Z1
(FT)
EMBANKMENT CLEAN
OUT
ELEV
COE
(FT)
BOTTOM
ELEV
BE
(FT)
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 EMBANKMENT 1 FT. FROM BOTTOM OF
BASIN.
4.THE ARM PIPE SHALL HAVE A MINIMUM LENGTH OF 6 FT. BETWEEN THE SKIMMER AND
COUPLING.
1 3 3 628.25 629.50 618.50
TOP OF
EMERGENCY
WEIR (TEW)
623.50
EMBANKMENT SHOULD BE
MACHINE COMPACTED AND
STABILIZATION MATTING
PLACED ON SLOPES.
SOURCE BOX
DIA
Dr
(IN)
MAT'L
SKIMMER
ORIFICE
DIA
(IN)
2 2.25 PVC
BASIN
NO.
1
SKIMMER BASIN
TEMPORARY STOCKPILE
SOURCE BOX
SP
SOURCE BOX TEMPORARY SEEDING SPECIFICATIONSTS
LONGEVITY
APPLICATIONS
DESIGN
PERMISSIBLE
SHEAR STRESS
lbs/ft² (Pa)
TOP NET
CENTER NET
FIBER MATRIX
BOTTOM NET
THREAD
24 MO.
MEDIUM FLOW CHANNELS
2:1-1:1 SLOPES
UNVEGETATED
2.00(96)
DESIGN
PERMISSIBLE
VELOCITY
ft/s (m/s)
UNVEGETATED
8.00(2.44)
HEAVYWEIGHT UV-STABILIZED
POLYPROPYLENE
2.9 lbs/1000 ft²
(1.47 kg/100 m²)
APPROX WT
N/A
STRAW/COCONUT MATRIX
70% STRAW
0.35 lbs/yd²
(0.19 kg/100 m²)
30% Coconut
0.15 lbs/yd²
(0.08 kg/m²)
LIGHTWEIGHT PHOTODEGRADABLE
POLYPROPYLENE
1.50 lbs/1000 ft²
(0.73 kg/100 m²)
APPROX WT
DEGRADABLE
TENSAR - NORTH AMERICAN GREEN
SC150
SOURCE BOX
EROSION CONTROL FABRICECF
CONSTRUCTION EXIT
N.T.S.INTE
R
S
E
C
TI
N
G
R
O
A
D
HAR
D
S
U
R
F
A
C
E
10' MINI
M
U
M
BA AWASHOUT
AREA
MIN.
12"
SECTION B-B
PLAN VIEW
EXISTING ASPHALT
SEE SITE MAP FOR LOCATION.
1
2 (MAX.)
1
2 (MAX.)
12"
WASHOUT
AREA
SLOPE TO DRAI
N
B
CE
NOTE TO GC: THE GOAL OF A CONSTRUCTION EXIT AND ASSOCIATED WHEEL WASH AREAS IS
TO ELIMINATE TRACK OUT. SIMPLY MANAGING TRACK OUT THROUGH DESIGNATED OR
CONTINUAL STREET SWEEPING IS NOT AN ACCEPTABLE PRACTICE. WHILE STREET SWEEPING
IS AN ACCEPTABLE PRACTICE FOR REMOVING DUST AND MINIMAL AMOUNTS OF FINE SEDIMENT,
OBSERVABLE TRACK OUT FROM THE PROJECT SHOULD TRIGGER THE USE OF ADDITIONAL
MEASURES (WHEEL WASH), CONSIDERATION OF ALTERNATE EXITS, OR DISCONTINUING
VEHICLE TRAFFIC UNTIL CONDITIONS ON-SITE HAVE IMPROVED. TRACK OUT IS A SEDIMENT
RELEASE. ALL SEDIMENT RELEASES MUST BE REPORTED TO THE SWCT VIA THE ONLINE
CRITICAL INCIDENT REPORT.
CONSTRUCTION EXITCE
SOURCE BOX
LAST REVISED:
FEBRUARY 2017
STANDARD
DETAIL
SOURCE BOX
LAST REVISED:
FEBRUARY 2017
STANDARD
DETAIL
B
L
A
2
:
1
L=THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION
1.5' MIN.
FILTER CLOTH
CLASS B EROSION
CONTROL STONE
#57 WASHED STONE
4' TO 6'
9" MIN.
PROFILE VIEW
CROSS SECTION
PLAN VIEW
NOTES:
1. CHECK DAM MAY BE USED IN SLOPING DITCHES OR
CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS.
2. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS
PLACES THE TOE OF THE UPSTREAM DAM AT THE SAME
ELEVATIONS AS THE DOWNSTREAM DAM.
MAINTENANCE NOTES:
1.INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY
AND AFTER EACH MAJOR RAINFALL EVENT AND REPAIR
IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR
OTHER DEBRIS THAT COULD CLOG CHANNEL WHEN
NEEDED.
2.ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE
CHECK DAM AND EROSION FROM HIGH FLOWS AROUND
EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY.
3.REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS
NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION,
ALLOW CHANNEL TO DRAIN THROUGH CHECK DAM, AND
PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER
THE DAM. ADD STONES AS NEEDED TO MAINTAIN DESIGN
HEIGHT AND CROSS SECTION.
SOURCE BOX ROCK CHECK DAMCD
2831 Cardwell Road
Richmond, VA 23234
WWW.ACFENVIRONMENTAL.COM
SIZE 36" X 24" X 18"
L
W
D
SILT SACK
IP2
SOURCE BOX
MAINTENANCE NOTES:
1.SILT SACK SHOULD BE INSPECTED
AFTER EVERY MAJOR RAIN EVENT.
2.IF NO MAJOR RAIN EVENTS, SILT
SACK SHOULD BE INSPECTED EVERY
2 WEEKS.
3.YELLOW RESTRAINT CORD SHOULD
BE VISIBLE AT ALL TIMES. IF CORD IS
COVERED WITH SEDIMENT, SILT
SACK SHOULD BE EMPTIED.
SOURCE BOX TEMPORARY BAFFLE
SB
NTS
SD0
C-704
EROSION &
SEDIMENTATION
CONTROL
DETAILS
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
C:\USERS\TZOOK\APPDATA\LOCAL\TEMP\ACPUBLISH_11128\NCC172107SD0.DWG PRINTED BY: TZOOK 6.07.18 @ 4:50 PM LAST SAVED BY: TZOOK
NCC172107
JMO
MAT
11/9/2017
POPLIN
MEADOWS
THE MOSER
GROUP, INC
6008 POPLIN ROAD
UNION COUNTY, NC
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERING043610
MICHA
EL A . T H E B ERGESEAL
E
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROL
I
NA6/6/18
45°
TYPE III BARRICADE - FRONT VIEW5'-0" MIN.NOTES:
4'-0"12" MAX.9" MIN. TO11"11"11"TRAFFIC BARRICADES
SOURCE BOX
BA
SEDIMENT
2' MAX.
1' MIN.
DEWATERING
2:1 SLOPE, GRAVEL FILTER
DEWATERING
CONCRETE BLOCK
16"
1. LAY ONE BLOCK ON EACH SIDE OF THE
STRUCTURE ON ITS SIDE IN THE BOTTOM ROW TO
ALLOW POOL DRAINAGE. THE FOUNDATION
SHOULD BE EXCAVATED AT LEAST 2 INCHES
BELOW THE CREST OF THE STORM DRAIN. PLACE
THE BOTTOM ROW OF BLOCKS AGAINST THE EDGE
OF THE STORM DRAIN FOR LATERAL SUPPORT AND
TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
IF NEEDED, GIVE LATERAL SUPPORT TO
SUBSEQUENT ROWS BY PLACING 2 X 4 WOOD
STUDS THROUGH BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR
COMPARABLE WIRE MESH WITH 1/2-INCH
OPENINGS OVER ALL BLOCK OPENINGS TO HOLD
GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP OF
THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED
STONE IS RECOMMENDED.
TEMPORARY SEDIMENT POOL
CONSTRUCTION SPECIFICATIONS
4. KEEP THE DRAINAGE AREA NO GREATER THAN 1
ACRE.
5. SHALL BE ACCORDANCE WITH THE NCDEQ
"EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL" STANDARD # 6.52.
BLOCK AND AGGREGATE INLET PROTECTIONSOURCE BOX
MAINTENANCE NOTES:
1.INSPECT BARRIER AT LEAST WEEKLY AND
AFTER EVERY MAJOR RAIN EVENT AND MAKE
REPAIRS AS NEEDED.
2.REMOVE SEDIMENT AS NECESSARY TO
PROVIDE ADEQUATE STORAGE.
3.WHEN CONTRIBUTING DRAINAGE AREA HAS
BEEN STABILIZED, REMOVE ALL MATERIALS
AND UNSTABLE SOIL. BRING DISTURBED AREA
TO PROPER GRADE. STABILIZE ALL BARE
AREAS AROUND INLET.
WIRE SCREEN
IP1
SOURCE BOX
ELEVATION
A-A-SECTION
1.MATERIALS AND INSTALLATION SHALL COMPLY WITH ASTM D 6462 LATEST
EDITION.
2.INSTALL SILT FENCE AT A FAIRLY LEVEL GRADE ALONG THE CONTOUR WITH
THE ENDS CURVED UPHILL TO PROVIDE SUFFICIENT UPSTREAM STORAGE
VOLUME FOR THE ANTICIPATED RUNOFF.
3.ATTACH THE GEOTEXTILE OR FABRIC TO THE WOVEN OR WELDED WIRE
FENCE WITH THREE WIRE TIES OR OTHER FASTENERS (HORIZONTALLY
SPACED EVERY 30"), ALL SPACED WITHIN THE TOP 8" OF THE FABRIC.
ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH
EACH PUNCTURE AT LEAST 1" VERTICALLY APART. AT EACH POST, ATTACH
THE GEOTEXTILE OR FABRIC AND THE WOVEN OR WELDED WIRE FENCE TO
THE POST AS PREVIOUSLY STATED. IN ADDITION, EACH TIE PLACED ON A
POST SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN
TIGHTENED TO PREVENT SAGGING.
4.WHEN TWO SECTIONS OF SILT FENCE FABRIC ADJOIN EACH OTHER, THEY
SHALL BE OVERLAPPED A MINIMUM OF 60" ACROSS TWO POSTS, AS
SHOWN.
5.ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS THE STATIC
SLICING EQUIPMENT IS UTILIZED TO INSTALL THE FENCE PER DETAIL, "SILT
FENCE INSTALLATION (SLICING METHOD)".
6.WRAP APPROXIMATELY 6" OF FABRIC AROUND THE END POSTS AND
SECURE WITH 3 TIES.
7.COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH
THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING
AT LEAST 60 POUNDS PER SQ. INCH. COMPACT THE UPSTREAM SIDE FIRST.
COMPACT EACH SIDE TWICE FOR A TOTAL OF FOUR TRIPS.
8.ADD POST CAPS AS NEEDED BASED ON SITE CONDITIONS AND APPLICABLE
AGENCY REQUIREMENTS.
A-A-SECTION(FOR SLOPES LESS THAN 3:1)
(FOR SLOPES 3:1 AND GREATER)
SPECIFICATIONS FOR SILT FENCE INSTALLATION
TABLE 1 Temporary Silt Fence Material Property Requirements
INSIDE CORNER - PLAN VIEW
MAINTENANCE NOTES
1.SILT FENCES SHALL BE INSPECTED ALONG ITS ENTIRETY AND MUST BE
CLEANED WHEN SEDIMENT HAS ACCUMULATED TO ONE-THIRD THE HEIGHT
OF THE SILT FENCE. MAINTENANCE CLEANOUT MUST BE CONDUCTED
REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING
ON-THIRD THE HEIGHT OF THE SILT FENCE.
2.ALL MATERIAL EXCAVATED FROM BEHIND SILT FENCE SHALL BE STOCKPILED
ON AN UPLAND PORTION OF THE SITE IF SUITABLE FOR REUSE.
3.SPECIAL ATTENTION SHOULD BE PAID TO ENSURE THAT NO UNDERMINING OF
SILT FENCE HAS OCCURRED AND THAT NO BYPASS IS OCCURRING AT JOINING
SECTIONS.
4.IF EXCESS SEDIMENT IS ACCUMULATING IN ANY SECTION OF SILT FENCE, THE
CONTRACTOR SHOULD IMPLEMENT ADDITIONAL UPSTREAM STABILIZATION
MEASURES OR ADDITIONAL BMPS (PENDING CEC APPROVAL) TO PREVENT
EXCESSIVE BUILDUP ON SILT FENCE.
5.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF
DAMAGED.
SEDIMENTATION/SILT FENCE
WITH WIRE BACKINGSF
3.
4.
1.
6.
7.
5.
2.
8.
SOURCE BOX
MAINTENANCE NOTES:
1.INSPECT AT LEAST WEEKLY AND AFTER EACH MAJOR RAINFALL EVENT. REPAIR IMMEDIATELY.
2.GOOD CONTACT WITH GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH BLANKET.
3.ANY AREAS THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH GROUND SHALL BE REPAIRED AND STAPLED.
4.IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND PROTECTED.
5.MONITOR AND REPAIR AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
EROSION CONTROL FABRIC
IN DITCHESECF
SOURCE BOX
TYPICAL PARABOLIC DIVERSION
TYPICAL TRAPEZOIDAL DIVERSION
TYPICAL VEE-SHAPED DIVERSION
DIVERSION CHANNEL WITH
EROSION CONTROL FABRIC
DC
ECF
SOURCE BOX
GEOTEXTILE
PLAN VIEW
SECTION Y-Y
SECTION Z-Z
<0% SLOPE>
d
<0% SLOPE>
L
D
L
W
Y Y
D
*SEE GRADING PLAN FOR OUTLET INFORMATION*
OUTLET
NO.
PIPE
DIA
Pd
(IN)
SIZE
(d50)
THICK.
d
(IN)
LENGTH
L
(FT)
INITIAL
WIDTH
Wi
(FT)
TERMINAL
WIDTH
W
(FT)
RIP RAP APRON
RRA 10 15 24 9 36.736
Wi
RIPRAP APRON
FLARED END SECTION
GEOTEXTILE
RRB 4 6 5 3.8 9.515
RR
S S
S S S S S S S S S S S S S S
S
S SSSSSS
S
S
S
S SS
SSSSSSSS
S S S S
BONTERRA VILLAGE WAY - S.R. #1508(FORMERLY POPLIN ROAD)WW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSLWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWPROP. 20' SAN EASEMENT
635 634
633 632631
635635636
637637
63
8
63
9
S
R50'LODLODLODLODLOD LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD
LOD
LOD
LOD LODLOD
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODCOMMUNITY AMENITY AREA
(BY OTHERS)
±0.10 ACRES
LODLODLODLODLODLODLODLOD LOD LOD LODLODLODPROP. LEFT TURN LANE
DESIGN TO BE PROVIDED
IN SECOND SUBMISSION
PROP. 30' DEDICATED
RIGHT-OF-WAY
PROP. 30' DEDICATED
RIGHT-OF-WAY
PROP. LEFT TURN LANE
DESIGN TO BE PROVIDED
IN SECOND SUBMISSION
WET POND #1
4 ACSA
5 QUPH
4 COFL
3 ULPA
2 ULPA
4 PRSE
2 ACSA
3 COFL
3 PRSE
1 QUPH
16 JUVI
17 JUVI
5 PRSE
5 COFL
3 QUPH2 ACSA
18 QUNU
2 QUPH
3 COFL
2 PRSE
4 ACBU
27 CULE
3 QUPH
3 COFL
2 ACSA
2 PRSE
2 QUPH 4 ULPA
3 COFL
2 MYCE
2 PRSE
3 QUPH
2 COFL 4 PRSE
FINAL TREE PLACEMENT TO BE ADJUSTED
PER PLAYGROUND/AMENITY AREA
DESIGN (BY OTHERS)
PLANTED BERM
PLANTED BERMPLANTED BERM
4'-6' OPAQUE PRIVACY FENCE
AROUND PERIMETER (TYP.)
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
C:\USERS\TZOOK\APPDATA\LOCAL\TEMP\ACPUBLISH_11128\NCC172107LP0.DWG PRINTED BY: TZOOK 6.07.18 @ 4:50 PM LAST SAVED BY: TZOOK
NCC172107
JMO
MAT
11/9/2017
POPLIN
MEADOWS
THE MOSER
GROUP, INC
6008 POPLIN ROAD
UNION COUNTY, NC
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERING043610
MICHA
EL A . T H E B ERGESEAL
E
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROL
I
NA6/6/18
1" = 60'
LP0
L-1
LANDSCAPE
PLAN
1"=60'
0 60153060
ED: EUPATORIADELPHUS DUBIUS - DWARF JOE PYE WEED / 255 UNITS
LC: LOBELIA CARDINALIS - CARDINAL FLOWER / 323 UNITS
CG: CHELONE GLABRA - WHITE TURTLEHEAD / 411 UNITS
SHALLOW LAND
AS: ACORUS SUBCORDATUM - SWEETFLAG / 292 UNITS
SC: SAURURUS CERNUUS - LIZARD'S TAIL / 222 UNITS
IV: IRIS VIRGINIA - BLUE IRIS / 446 UNITS
SHALLOW WATER
WET POND OVERALL LANDSCAPE LEGEND:
1.ALL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE "ANSI A300 STANDARD
FOR TREE, SHRUB, AND OTHER WOODY PLANT MANAGEMENT-STANDARD PRACTICES" PARTS 2, 5,
AND 6
2.ALL LANDSCAPED AREAS ARE TO RECEIVE A MINIMUM OF 4" OF TOPSOIL.
3.ALL MULCHED PLANTING BEDS ADJACENT TO BUILDING SHALL BE SEPARATED FROM FACE OF
BUILDING WITH A 3' WIDE X 4" DEPTH PEA GRAVEL STRIP FOR FIRE SAFETY.
4.ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE.
5.ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN
THE PLANT LIST.
6.ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD AND MEET ALL REQUIREMENTS
SPECIFIED.
7.ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING,
AND AFTER INSTALLATION.
8.ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. GUYS SHALL BE REMOVED AT
THE END OF ONE YEAR.
9.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE
WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON
BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY THE LOCATIONS OF UTILITY LINES AND
ADJACENT TO THE WORK AREA 2) TO PROTECT OF ALL UTILITY LINES DURING THE CONSTRUCTION
PERIOD 3) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC.
WHICH OCCURS AS A RESULT OF THE CONSTRUCTION.
10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE
PLANS BEFORE PRICING THE WORK.
11.CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN
DELIVERY AND PLANTING PER SPECIFICATIONS TO MAINTAIN HEALTHY PLANT CONDITIONS.
12.CONTRACTOR TO PROVIDE WATERING SERVICES FOR ALL INSTALLED LANDSCAPE MATERIAL (I.E.,
TREES, SHRUBS, LAWN AREAS, AND ANNUALS). WATERING SHALL BE PROVIDED THROUGH ONE FULL
GROWING SEASON AND UNTIL LANDSCAPE MATERIAL HAS REACHED SUBSTANTIAL ESTABLISHMENT.
THE MEANS AND METHODS FOR PROVIDING WATERING SERVICES SHALL BE AT THE SOLE
DISCRETION OF THE LANDSCAPE CONTRACTOR. BEST EFFORTS SHALL BE MADE BY THE
CONTRACTOR FOR WATERING SERVICES TO BE PROVIDED DURING OFF PEAK BUSINESS HOURS.
WITHIN REASON, VEHICULAR AND PEDESTRIAN AREAS SHALL NOT BE AFFECTED BY WATERING
SERVICES. LANDSCAPE CONTRACTOR TO PROVIDE, IN WRITING, A DESCRIPTION OF THE INTENDED
MEANS, METHODS, AND SEASONAL/WEEKLY SCHEDULE OF PROVIDING WATERING SERVICES TO THE
SITE FOR CLIENT REVIEW AND APPROVAL.
13.ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO
SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH
MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST
SPECIFICATIONS.
14.STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE
SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT
MATERIAL.
15.WHERE SHOWN ON THE PLANS AND DETAILS, PLANTING BEDS ARE TO BE COMPLETELY COVERED
WITH A MINIMUM 4" DEPTH OF TRIPLE SHRED HARDWOOD MULCH FROM A LOCAL MULCH SOURCE
HARVESTED IN A SUSTAINABLE MANNER.
16.BIODEGRADABLE WEED MATTING (ALL-PRO WEED MAT OR APPROVED EQUAL) SHALL BE REQUIRED IN
SHRUB BEDS AT BUILDING FACADE.
17.ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE
FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN.
18.THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING IN STAGES
FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING.
19.THIS PLAN DOES NOT PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP
PLAN.
20.ALL STEEP SLOPES LOCATED ON SITE SHALL BE PLANTED WITH EITHER SHRUBS, GROUNDCOVERS,
OR A NO-MOW MIX OF GRASSES, FOLLOWING FINAL STABILIZATION OF THE SITE. PLANT MATERIALS
USED SHALL BE LOW-MAINTENANCE (OR NO MAINTENANCE), AND PROVIDE COMPLETE COVERAGE OF
THE SLOPE TO MINIMIZE EROSION. AL PLANT MATERIAL SHALL BE MAINTAINED IN PERPETUITY.
PLANTING NOTES:
1 SHADE/CANOPY TREE PER 50' O.C. ALONG
ALL FRONTAGES. CORNER LOTS SHALL HAVE 1
SHADE/CANOPY TREE FOR THE FIRST 100' OF
FRONTAGE, THEN 1 TREE PER 50' O.C.
SHALL BE LOCATED OUTSIDE OF PUBLIC
STREET RIGHT-OF-WAY, AND NO FARTHER
THAN 15' FROM EDGE OF RIGHT-OF-WAY.
STREET
YARD
REQUIREMENT COMPLIANCE
LANDSCAPE COMPLIANCE CHART
UNION COUNTY, NC
INTERIOR SITE PUBLIC ROADS:
SHADE TREES PROVIDED AT 50' O.C.
SPACING ON AVERAGE.LANDSCAPE SCHEDULE
SYM.KEY QTY.BOTANICAL NAME COMMON NAME CAL.CONT.SIZE Remarks
QUPH 19 QUERCUS PHELLOS 'HIGHTOWER'HIGHTOWER WILLOW OAK 2.5" CAL B+B 12-14' HT FULL, CENTRAL LEADER
QUNU 18 QUERCUS NUTTALLII NUTTALL OAK 2.5" CAL B+B 12-14' HT FULL, CENTRAL LEADER
ULPA 9 ULMUS PARVIFOLIA 'ALLEE''ALLEE' LACEBARK ELM 2.5" CAL B+B 12-14' HT FULL
ACBU 4 ACER BUERGERIANUM TRIDENT MAPLE 2.5" CAL.B+B 10-12' HT FULL
JUVI 33 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 2.5" CAL.B+B 8-10' HT FULL
MYCE 2 MYRICA CERIFERA WAX MYRTLE 5 GAL 24"-36" HT FULL
ACSA 15 ACER SACCHARUM GREEN MOUNTAIN SUGAR MAPLE 2.5" CAL.B&B 12-14' HT.FULL
CULE 27 CUPRESSUS X LEYLANDII LEYLAND CYPRESS B&B 6' HT FULL TO GROUND
COFL 24 CORNUS FLORIDA WHITE DOGWOOD 2" CAL.B&B 7-8' HT FULL
PRSE 22 PRUNUS SERRULATA 'KWANZAN'EAST ASIAN CHERRY 2" CAL.B&B 7-8' HT FULL
NO PERIMETER BUFFERS REQUIRED PER
ADJACENT USES
BUFFER
YARD
36'H:6'V PLANTED BERM PROVIDED AT
WESTERN SIDE OF SITE (15' O.C.).
18'H:3'V PLANTED BERM PROVIDED AT
SOUTHERN SIDE OF SITE (15' O.C.).
4'-6' OPAQUE FENCE PROVIDED AROUND
PROPERTY PERIMETER (EXCLUDING
BONTERRA VILLAGE WAY FRONTAGE)
ORNAMENTAL/UNDERSTORY TREES PLANTED
MUST HAVE A 2" MINIMUM CALIPER SIZE AND
MINIMUM HEIGHT OF 4' AT TIME OF PLANTING
CONIFER/EVERGREEN TREES PLANTED MUST
HAVE A MINIMUM HEIGHT OF 6' AT TIME OF
PLANTING
CANOPY TREES PLANTED MUST HAVE A 2.5"
MINIMUM CALIPER SIZE AND MINIMUM HEIGHT
OF 8' AT TIME OF PLANTING
NO SHRUB PLANTINGS ARE REQUIRED
TREE
PRESERVATION
1.PROVIDED PLANTED BERMS AND SCREENING PER REZONING CASE #CZ-2017-010
2.4'-6' OPAQUE FENCE PROVIDED AROUND PROPERTY (EXCEPT ALONG BONTERRA VILLAGE WAY).
DETAIL TBD BY OWNER
3.CONTRACTOR TO PROVIDE GAP IN PLANTED BERM AREA AS SHOWN, TO ALLOW EXISTING DITCH TO
FLOW NATURALLY.
NOTES:
SEE NOTE 3
43 ORNAMENTAL/UNDERSTORY TREES WITH 2"
MINIMUM CALIPER SIZE AND MINIMUM HEIGHT
OF 4' AT TIME OF PLANTING
OR
34 CANOPY TREES WITH 2.5" MINIMUM
CALIPER SIZE AND MINIMUM HEIGHT OF 8' AT
TIME OF PLANTING
SEE SHEET C-802
6/6/18NORTH CAROL
I
NAREGISTERED L A NDSCAPE A
R
CHI
TECTNo. 637
JAMES A. G A M BLE
SSSSS
S
S
S
S SS
S
S
S
S
S
S
S
S
S SSSSLSLSLSLSLWWWLODLOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODWET POND #1172 IV
172 IV
86 SC
86 AS
86 SC
86 AS
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
C:\USERS\TZOOK\APPDATA\LOCAL\TEMP\ACPUBLISH_11128\NCC172107LP0.DWG PRINTED BY: TZOOK 6.07.18 @ 4:50 PM LAST SAVED BY: TZOOK
NCC172107
JMO
MAT
11/9/2017
POPLIN
MEADOWS
THE MOSER
GROUP, INC
6008 POPLIN ROAD
UNION COUNTY, NC
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERING043610
MICHA
EL A . T H E B ERGESEAL
E
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROL
I
NA6/6/18
1" = 20'
LP0
L-2
LANDSCAPE
PLAN
1"=20'
0 2051020
AS: ACORUS SUBCORDATUM - SWEETFLAG / 172 UNITS
SC: SAURURUS CERNUUS - LIZARD'S TAIL / 172 UNITS
IV: IRIS VIRGINIA - BLUE IRIS / 344 UNITS
SHALLOW WATER
WET POND #1 LANDSCAPE LEGEND:
6/6/18NORTH CAROL
I
NAREGISTERED L A NDSCAPE A
R
CHI
TECTNo. 637
JAMES A. G A M BLE
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
C:\USERS\TZOOK\APPDATA\LOCAL\TEMP\ACPUBLISH_11128\NCC172107LP0.DWG PRINTED BY: TZOOK 6.07.18 @ 4:50 PM LAST SAVED BY: TZOOK
NCC172107
JMO
MAT
11/9/2017
POPLIN
MEADOWS
THE MOSER
GROUP, INC
6008 POPLIN ROAD
UNION COUNTY, NC
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERING043610
MICHA
EL A . T H E B ERGESEAL
E
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROL
I
NA6/6/18
AS NOTED
LP0
L-3
LANDSCAPE
DETAILS
B&B CONTAINER
FINISHED GRADE
REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT
NOT TO SCALE
8-12"
24" MINIMUM
DECIDUOUS AND EVERGREEN
SHRUB PLANTING DETAIL
3" THICK LAYER OF DARK
BROWN DOUBLE
SHREDDED HARDWOOD
MULCH
PLANT SHALL BE
TRANSPLANTED AT THE SAME
GRADE AS IT BORE IN THE
NURSERY PLOT PRIOR TO
BALLING AND BURLAPPING.
FOR CONTAINER-GROWN
SHRUBS, USE FINGER OR
SMALL HAND TOOLS TO PULL
THE ROOTS OUT OF THE OUTER
LAYER OF POTTING SOIL; THEN
CUT OR PULL APART ANY
ROOTS THAT CIRCLE THE
PERIMETER OF THE CONTAINER
PLANTING MIX:
1 PART PEAT MOSS
1 PART COW MANURE
3 PARTS TOPSOIL PLANTING
MIXTURE WILL CHANGE WITH
SOIL CONDITIONS
BEFORE PLANTING, ADD 3 TO 4"
OF WELL-COMPOSTED LEAVES
AND RECYCLED YARD WASTE
TO BED AND TILL INTO TOP 6"
OF PREPARED SOIL
PLACE SHRUB ON
FIRM SOIL IN
BOTTOM OF HOLE.
UNDISTURBED
SUBGRADE
SOIL SURFACE ROUGHENED
TO BIND WITH NEW SOIL.
REMOVE THE TOP 1/3 OF THE
WIRE BASKET IF PRESENT. ANY
AND ALL TWINE SHALL BE
REMOVED FROM THE SHRUB
BEFORE BACKFILLING. BURLAP
SHALL BE FOLDED BACK INTO
PLANTING HOLE
NOT TO SCALE
EXISTING SUBSOILMINIMUM 6" TOPSOIL
FINISHED GRADE
PERENNIAL/GROUND COVER PLANTING DETAIL
3" THICK LAYER OF
DARK BROWN DOUBLE
SHREDDED HARDWOOD
MULCH
D
DD
TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT
PLANT MATERIAL SPACED AS
SPECIFIED. SEE LANDSCAPE
SCHEDULE FOR PROPOSED SPACING.
INCORPORATE 2" OF PEAT INTO 6" OF
PLANTING MIXTURE, AS SPECIFIED
D= PROPOSED ON CENTER
(O.C.) SPACING
SEE LANDSCAPE SCHEDULE
FOR FOR REQUIRED SPACING
TYPICAL PERENNIAL AND GROUND COVER PLANTING
LANDSCAPE SPECIFICATIONS
1. SCOPE OF WORK:
THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL
PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS,
TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED
BY THE GENERAL CONTRACTOR.
2. MATERIALS
A.GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE
DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS.
B.TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH
RANGE BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS,
VEGETABLE MATTER AND CLAY CLODS.
C.LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM FOUR-INCH (4") THICK LAYER OF TOPSOIL,
AND AMENDED TO A MINIMUM DEPTH OF SIX INCHES (6"), OR AS DIRECTED BY THE LOCAL ORDINANCE OR
CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE PERMANENT STABILIZATION METHODS
INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES.
1.1.LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED, AND FREE OF WEED SEED.
1.2.SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS.
1.3.SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE.
D.MULCH - ALL AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED DARK BROWN HARDWOOD
MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN.
E.FERTILIZER
1.1.FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED
STANDARD BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE
STORED IN A WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE.
1.2.FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS
AND 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST
PERFORMED BY A CERTIFIED SOIL LABORATORY.
F.PLANT MATERIAL
1.1.ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR
NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY &
LANDSCAPE ASSOCIATION.
1.2.IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL
PLANT MATERIAL.
1.3.PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT
LEAST ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION.
1.4.TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER
1¼", WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND
WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES.
1.5.ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF
GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF
DISEASE, INSECTS, PESTS, EGGS OR LARVAE.
1.6.CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX
INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER
SIZE. IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE
CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE.
1.7.SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE
LONGEST BRANCH.
1.8.TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL.
3. GENERAL WORK PROCEDURES
A.CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE
CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS,
MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF.
B.WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE.
DEBRIS SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM
THE SITE.
4. SITE PREPARATIONS
A.BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE
DUG OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED
HEREIN.
B.ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB
OF ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE
SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL
SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A
REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL
NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS
NEEDED TO PREVENT SHOCK OR DECLINE.
C.CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES
PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3)
DAYS PRIOR TO THE BEGINNING OF WORK.
5. TREE PROTECTION
A.CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE
PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT
OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE
STRICT TREE PROTECTION ZONE SHALL BE HONORED.
B.A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY 'VISI-FENCE', OR
APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE
PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS
INDICATED WITHIN THE TREE PROTECTION DETAIL.
C.WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING
AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING
ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR
AND MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED.
D.AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR
LEFT STANDING IN THE TREE PROTECTION ZONE.
6. SOIL MODIFICATIONS
A.CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING.
SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY.
B.LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL
TO THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE
CONDUCTED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS.
C.THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY.
COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS
PERFORMED BY A CERTIFIED SOIL LABORATORY.
1.1.TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC
MATTER INTO THE TOP 6" MINIMUM. USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS.
ALL PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE
LEAF OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5.
1.2.TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING
COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE
USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX.
SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE.
1.3.MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY,
SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX.
7. FINISHED GRADING
A.UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE-GRADING WITHIN THE DISTURBANCE AREA OF
THE SITE.
B.LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN
ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL
THICKNESS (1"±).
C.ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO
ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE
DIRECTED BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT.
D.ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND
AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS.
8.TOPSOIL
A.CONTRACTOR SHALL PROVIDE A FOUR-INCH (4") THICK MINIMUM LAYER OF TOPSOIL, AND AMENDED TO A
MINIMUM DEPTH OF SIX-INCHES (6"), OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING
AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE
DESIRED THICKNESS.
B.ON-SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE
MAY BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO
CONSTRUCTION.
C.CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON-SITE
TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED
THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE
MATERIALS SECTION ABOVE.
D.ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS
EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL
WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN
TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA):
1.1.20 POUNDS 'GROW POWER' OR APPROVED EQUAL
1.2.20 POUNDS NITRO-FORM (COURSE) 38-0-0 BLUE CHIP
E.THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS.
9.PLANTING
A.INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT
THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL.
PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS
THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH
TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE.
B.PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN
WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE.
PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION.
C.ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING
UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED.
D.ALL PLANTING CONTAINERS AND NON-BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS
DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND
FOLDED DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING.
E.POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE
APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS
AS DIRECTED.
F.PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON
THE APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING
AGENCY. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD
AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE
FOLLOWING PLANTING SEASONS:
1.1.PLANTS: MARCH 15 TO DECEMBER 15
1.2.LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1
G.PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT
APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING
AGENCY FOR POTENTIAL SUBSTITUTIONS.
H.FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH
TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS
GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL
PLANTING SEASON:
ACER RUBRUM PLATANUS X ACERIFOLIA
BETULA VARIETIES POPULOUS VARIETIES
CARPINUS VARIETIES PRUNUS VARIETIES
CRATAEGUS VARIETIES PYRUS VARIETIES
KOELREUTERIA QUERCUS VARIETIES
LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA
LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES
I.PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL.
THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS
WITH THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY:
·1 PART PEAT MOSS
·1 PART COMPOSTED COW MANURE BY VOLUME
·3 PARTS TOPSOIL BY VOLUME
·21 GRAMS 'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS:
A)2 TABLETS PER 1 GALLON PLANT
B)3 TABLETS PER 5 GALLON PLANT
C)4 TABLETS PER 15 GALLON PLANT
D)LARGER PLANTS: 2 TABLETS PER ½" CALIPER OF TRUNK
J.FILL PREPARED SOIL AROUND BALL OF PLANT HALF-WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL
AND WATER THOROUGHLY.
K.ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE
BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON
TOP OF THE ROOT BALL.
L.ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND
MAINTAINED TO A MINIMUM BRANCHING HEIGHT OF 7' FROM GRADE.
M.GROUND COVER AREAS SHALL RECEIVE A ¼" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL
PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE-EMERGENT
CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION.
N.NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2')
FROM EXISTING STRUCTURES AND SIDEWALKS.
O.ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED
AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB.
P.ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE
WATERING SPECIFICATIONS AS LISTED HEREIN.
10.TRANSPLANTING (WHEN REQUIRED)
A.ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT.
B.IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL,
ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND.
C.PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30.
D.UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE.
E.TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN.
F.IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND.
TREES GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE
MUNICIPALITY'S TREE REPLACEMENT GUIDELINES.
11.WATERING
A.NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER
PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB
BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED.
WATERING SHALL CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED.
B.SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT
AVAILABLE ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS
RECOMMENDED FOR ALL NEWLY PLANTED TREES.
C.IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT
MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF
MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH.
12.GUARANTEE
A.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM
APPROVAL OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE
OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE
INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A
FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED
REPRESENTATIVE.
B.ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD.
REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON.
ANY DEBRIS SHALL BE DISPOSED OF OFF-SITE, WITHOUT EXCEPTION.
C.TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT
THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE
PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD
CONDITION AND FREE OF INSECTS AND DISEASE.
D.LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER
OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH,
ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS.
13.CLEANUP
A.UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE
CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED
AREAS ARE TO BE CLEANED.
B.THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER
OR AUTHORIZED REPRESENTATIVE.
6/6/18NORTH CAROL
I
NAREGISTERED L A NDSCAPE A
R
CHI
TECTNo. 637
JAMES A. G A M BLETREE PLANTING ON SLOPE DETAIL
NOT TO SCALE
EXISTING GRADE
DO NOT WRAP TRUNK
PREPARED SOIL FOR TREES
1 PART PEAT MOSS
1 PART COW MANURE
3 PARTS TOPSOIL
UNDISTURBED SUBGRADE
TAMP SOIL SOLIDLY AROUND
BASE OF ROOT BALL
12"
SET ROOT BALL ON FIRM
PAD IN BOTTOM OF HOLE
REMOVE THE TOP 1/3 OF THE WIRE BASKET
IF PRESENT. ANY AND ALL TWINE SHALL BE
REMOVED FROM THE TREE BEFORE
BACKFILLING. BURLAP SHALL BE FOLDED
BACK INTO PLANTING HOLE
BEFORE PLANTING ADD 3 TO 4" OF
WELL-COMPOSTED LEAVES OR RECYCLED
YARD WASTE TO BED AND TILL INTO TOP 6"
OF PREPARED SOIL.
3" THICK LAYER OF DARK
BROWN DOUBLE SHREDDED
HARDWOOD MULCH
4" BUILT-UP EARTH SAUCER
SET ROOT BALL FLUSH TO GRADE
OR SEVERAL INCHES HIGHER IN
POORLY DRAINING SOILS.
ONLY TREES WITH ONE MAIN LEADER
SHALL BE PURCHASED. DO NOT PRUNE
TREE AT PLANTING UNLESS DIRECTED
TO BY PROJECT LANDSCAPE ARCHITECT
2" DIA. HARDWOOD STAKES 2/3 TREE HT.
2 PER TREE
12 GAUGE GALVANIZED WIRE GUYS TWISTED
REINFORCED RUBBER HOSE
(1/2" DIA.)
NOTE: TREE STAKING TO BE REMOVED
AFTER 2 GROWING SEASONS
EVERGREEN TREE PLANTING DETAIL
NOT TO SCALE
REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT.
4" BUILT-UP EARTH SAUCER
4-6" DEEPER THAN ROOT BALL
BEFORE PLANTING ADD 3 TO 4"
OF WELL-COMPOSTED LEAVES
OR RECYCLED YARD WASTE TO
BED AND TILL INTO TOP 6" OF
PREPARED SOIL.
SET ROOT BALL FLUSH TO GRADE OR
SEVERAL INCHES HIGHER IN
POORLY DRAINING SOILS.
SET ROOT BALL ON FIRM
PAD IN BOTTOM OF HOLE
3" THICK LAYER OF DARK
BROWN DOUBLE SHREDDED
HARDWOOD MULCH
ONLY TREES WITH ONE MAIN LEADER
SHALL BE PURCHASED. DO NOT PRUNE
TREE AT PLANTING UNLESS DIRECTED
TO BY PROJECT LANDSCAPE
ARCHITECT
FOLD BURLAP AWAY FROM TOP OF
ROOT BALL
PREPARE WIDTH OF
PLANTING HOLE 6 FT
OR TWICE THE WIDTH
OF THE ROOT BALL;
WHICHEVER IS
GREATER
PREPARED SOIL FOR
TREES 1 PART PEAT MOSS 1
PART COW MANURE 3
PARTS TOPSOIL
UNDISTURBED
SUBGRADE
DIG WIDE, SHALLOW HOLE
WITH TAMPED SIDES
TAMP SOIL SOLIDLY AROUND
BASE OF ROOT BALL
DO NOT STAKE OR
WRAP TRUNK
REMOVE THE TOP 1/3 OF THE WIRE BASKET
IF PRESENT. ANY AND ALL TWINE SHALL BE
REMOVED FROM THE TREE BEFORE
BACKFILLING. BURLAP SHALL BE FOLDED
BACK INTO PLANTING HOLE
DECIDUOUS TREE PLANTING DETAIL
4" BUILT-UP EARTH SAUCER
BEFORE PLANTING ADD 3 TO 4"
OF WELL-COMPOSTED LEAVES OR
RECYCLED YARD WASTE TO BED
AND TILL INTO TOP 6" OF
PREPARED SOIL.
4-6" DEEPER THAN ROOT BALL
REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT.
NOT TO SCALE
3" THICK LAYER OF DARK BROWN DOUBLE
SHREDDED HARDWOOD MULCH
TAMP SOIL SOLIDLY
AROUND BASE OF
ROOT BALL
DIG WIDE, SHALLOW HOLE
WITH TAMPED SIDES
ONLY TREES WITH ONE MAIN LEADER
SHALL BE PURCHASED. DO NOT PRUNE
TREE AT PLANTING UNLESS DIRECTED
TO BY PROJECT LANDSCAPE ARCHITECT
SET ROOT BALL FLUSH TO GRADE
OR SEVERAL INCHES HIGHER IN
POORLY DRAINING SOILS.
FOLD BURLAP AWAY FROM
TOP OF ROOT BALL
SET ROOT BALL ON FIRM
PAD IN BOTTOM OF HOLE
REMOVE THE TOP 1/3 OF THE WIRE BASKET IF
PRESENT. ANY AND ALL TWINE SHALL BE
REMOVED FROM THE TREE BEFORE
BACKFILLING. BURLAP SHALL BE FOLDED BACK
INTO PLANTING HOLE
DO NOT STAKE
OR WRAP TRUNK
PREPARED SOIL FOR TREES
1 PART PEAT MOSS
1 PART COW MANURE
3 PARTS TOPSOIL
UNDISTURBED
SUBGRADE
PREPARE WIDTH OF
PLANTING HOLE 6 FT OR
TWICE THE WIDTH OF
THE ROOT BALL;
WHICHEVER IS GREATER
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 LANDSCAPED 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 FT. (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.
THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS
REQUIRED TO PROVIDE.