SW3180302_Construction Documents - 180302_20180319

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\NCC172039\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172039SD0.DWG PRINTED BY: TZOOK 3.02.18 @ 4:57 PM LAST SAVED BY: TZOOK
NCC172039
OR/JO/RB/TZ
MAT
03/02/18

MAIN STREET
STATION
RHH LAND
INVESTORS, LLC
8200 WAXHAW HWY (NC 75)
WAXHAW, NC
JACKSON TOWNSHIP
UNION COUNTY

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 SERVICES2018 BOHLER ENGINEERING043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA3/2/18
DELORME STREET ATLAS 2009 PLUS USA
CONTACT:MICHAEL THEBERGE, P.E.
OWNER/DEVELOPER
RHH LAND INVESTORS, LLC
2919 BREEZEWOOD AVENUE, SUITE 400
FAYETTEVILLE, NORTH CAROLINA 28303
CONTACT: BRYANT SPENCER
EMAIL: [e-mail]
PHONE: [phone]
FOR
H & H HOMES
ISSUED FOR CONSTRUCTION
SIGNATURE DATE SIGNATURE DATE
PROJECT #
REVISION DATE:
THIS DOCUMENT IS NOT ISSUED BY BOHLER ENGINEERING
FOR CONSTRUCTION WITHOUT (3) SIGNATURES
SIGNATURE DATE
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:
BOHLER ENGINEERING NC, PLLC.
"BOUNDARY & TOPOGRAPHIC SURVEY FOR WAXHAW HIGHWAY"
JOB#: NSC172039
DATE: 01/26/18
REVISED:
GEOTECHNICAL ENGINEERING REPORT:
ECS SOUTHEAST, LLC
"GEOTECHNICAL ENGINEERING REPORT WAXHAW HIGHWAY RESIDENTIAL"
JOB#: 08:12164
DATED: 04/27/2017
OFF-SITE DRAINAGE CALCULATIONS:
YARBROUGH-WILLIAMS & HOULE, INC.
"STORMWATER MANAGEMENT CALCULATIONS FOR COTTON FLATS"
DATED: 04/19/2016
GOVERNING AGENCIES
TOWN OF WAXHAW DEVELOPMENT SERVICES DEPARTMENT
1150 N. BROOME STREET
PO BOX 617
WAXHAW, NC 28173
CONTACT: DENNIS RORIE, P.E. - TOWN ENGINEER - DEVELOPMENT SERVICES DIRECTOR
PHONE: [phone]
EMAIL: [e-mail]
UNION COUNTY PUBLIC WORKS
500 N. MAIN STREET, STE. 400
MONROE, NC 28112
CONTACT: SCOTT HUNEYCUTT, PE - ENGINEERING DIVISION DIRECTOR
PHONE: (704) 704-296-4210
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]
NCDEQ
512 N. SALISBURY ST.
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 TOWN OF WAXHAW ENGINEERING DIVISION
1150 N. BROOME STREET
PO BOX 617
WAXHAW, NC 28173
CONTACT: DENNIS RORIE, PE.
EMAIL: [e-mail]
LOCATION OF SITE
8200 WAXHAW HIGHWAY (NC75), TOWN OF WAXHAW
PARCEL IDENTIFICATION: 05084001 & 05110062A
UNION COUNTY, NORTH CAROLINA
SHEET INDEX
SHEET TITLE SHEET NUMBER
COVER SHEET C-101
GENERAL NOTES AND LEGEND C-102 - C-103
ALTA SURVEY -
OVERALL DEMOLITION PLAN C-201
OVERALL SITE PLAN C-301
LOT LAYOUT PLAN C-302
PAVEMENT PLAN C-303
OVERALL GRADING PLAN C-401
GRADING PLAN C-402 - C-403
PERMANENT POND DETAILS C-404 - C-405
SOMER ST ROAD PLAN AND PROFILE C-406 - C-407
LOCAL ROAD A & B PLAN AND PROFILE C-408 - C-409
ALLEY ROAD A-F PLAN AND PROFILE C-410 - C-416
STORM SCHEDULES C-417
OVERALL UTILITY PLAN C-501
UTILITY PLAN & PROFILES C-502 - C-509
PRE- AND POST-DEVELOPMENT DRAINAGE AREAS C-601 - C-603
EROSION AND SEDIMENT CONTROL PLANS C-701 - C-704
OVERALL LANDSCAPE PLAN C-801
LANDSCAPE PLAN C-802
AMENITY PLAN C-803
LANDSCAPE NOTES AND DETAILS C-804
LIGHTING PLAN (BY OTHERS)
SITE DETAILS C-901 - C-903
STORM DETAILS C-904 - C-905
UCPW DETAILS C-906 - C-908
E AND SC DETAILS C-909 - C-910
WAXHAW HIGHWAY CONSTRUCTION & STRIPING PLAN RD-2.0 - RD-2.1
WAXHAW HIGHWAY ROAD IMPROVEMENT AND GRADING PLAN RD-2.2 - RD-2.3
WAXHAW HIGHWAY ROAD SIGHT DISTANCE PROFILE RD-2.4 - RD-2.5
WAXHAW HIGHWAY ROAD SECTIONS RD-2.6 - RD-2.17
NCDOT DETAILS RD-3.0 - RD-3.1
SITE PLAN DOCUMENTS
NTS
SD0
C-101
COVER
SHEET
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\NCC172039\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172039SD0.DWG PRINTED BY: TZOOK 3.02.18 @ 4:57 PM LAST SAVED BY: TZOOK
NCC172039
OR/JO/RB/TZ
MAT
03/02/18

MAIN STREET
STATION
RHH LAND
INVESTORS, LLC
8200 WAXHAW HWY (NC 75)
WAXHAW, NC
JACKSON TOWNSHIP
UNION COUNTY

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 SERVICES2018 BOHLER ENGINEERING043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA3/2/18
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:
·“BOHLER ENGINEERING NC, PLLC.
"BOUNDARY & TOPOGRAPHIC SURVEY FOR WAXHAW HIGHWAY"
JOB#: NSC172039
DATE:01/26/18
REVISED:
·“GEOTECHNICAL ENGINEERING REPORT WAXHAW HIGHWAY RESIDENTIAL”
ECS SOUTHEAST, LLC
DATE:4/27/17
JOB#: 08:12164
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:
BOHLER ENGINEERING NC, PLLC
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
DATE: 01/26/18
JOB#: NSC172039
ECS SOUTHEAST, LLC
1812 CENTER PARK RD. D
CHARLOTTE, NC 28217
DATE: 4/27/17
JOB#: 08:12164
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:
H:\2017\NCC172039\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172039SD0.DWG PRINTED BY: TZOOK 3.02.18 @ 4:57 PM LAST SAVED BY: TZOOK
NCC172039
OR/JO/RB/TZ
MAT
03/02/18

MAIN STREET
STATION
RHH LAND
INVESTORS, LLC
8200 WAXHAW HWY (NC 75)
WAXHAW, NC
JACKSON TOWNSHIP
UNION COUNTY

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 SERVICES2018 BOHLER ENGINEERING043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA3/2/18
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
S25°41'35"E 363.65'S63°46'52"W918.23'N32°47'03"W 158.76'S62°17'15"W90.11'N45°04'56"W274.64'N16°02'35"W 449.30'N88°54'03"E1147.84'N88°29'48"E52.52'N/FWAXHAW COMMERCE LLCPIN: 05084001DB 2022, PG 437ADDRESS:WAXHAW-INDIAN TRAIL ROAD(PER UNION COUNTY GIS)646,977 SF14.853 ACN/FWAXHAW COMMERCE LLCPIN: 05110062ADB 4433, PG 627ADDRESS: HWY 75 RD(PER UNION COUNTY GIS)181,108 SF4.158 ACNC HWY
75WAXHAW H
IGHWAY
WAXHAW COMMERCE LLCBOHLER ENGINEERING- ALL RIGHTS RESERVED.THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF BOHLER ENGINEERING, IS PROHIBITED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR FIELD DATEFILE NO.DATEDWG. NO.CREW CHIEFAPPROVEDSCALE1" = 50'OFREVIEWEDDRAWNBOUNDARY & TOPOGRAPHIC SURVEYWAXHAW HIGHWAYTOWN OF CARYWHITE OAK TOWNSHIPWAKE COUNTY, NORTH CAROLINANSC17203901/26/1801/15/17BSJTTETTET11FORPRELIMINARY - NOT FOR RECORDATION, SALES OR CONVEYANCESSURVEYOR CERTIFICATIONI, THOMAS E. TEABO, PLS, HEREBY CERTIFY THAT THIS PLAT WAS DRAWN UNDER MYSUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION, FROM DEED ANDMAP REFERENCES AS NOTED ON SAID MAP; THAT THE BOUNDARIES NOT SURVEYED ARECLEARLY INDICATED AS DRAWN FROM INFORMATION FROM DEED AND MAP REFERENCES ASNOTED ON SAID MAP.THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY OF THE SURVEY AS CALCULATEDIS 1: 10,000+, THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTEDFROM INFORMATION OF RECORD; THAT THIS MAP WAS PREPARED IN ACCORDANCE WITHTITLE 21, CHAPTER 56, NCAC, AS AMENDED.I HEREBY CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUALGPS SURVEY MADE UNDER MY SUPERVISION AND THE FOLLOWING INFORMATION WAS USEDTO PERFORM THE SURVEY:(1)CLASS OF SURVEY: "CLASS A"(2)POSITIONAL ACCURACY: 0.04'(3)TYPE OF GPS FIELD PROCEDURE: REAL-TIME KINEMATIC NETWORKS-NCVRS(4)DATES OF SURVEY: JANUARY 3, 2018 - JANUARY 5, 2018(5)DATUM/EPOCH: NAD 83 (2011) EPOCH 2010.00(6)PUBLISHED/FIXED-CONTROL USE: NCVRS(7)GEOID MODEL: 2012 (CONUS)(8)COMBINED GRID FACTOR(S): 0.9999400437(9)UNITS: US SURVEY FEETTHAT THE SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MOREEXISTING EASEMENTS AND DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTINGSTREET. WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER AND AND SEAL THIS26TH DAY OF JANUARY A.D., 2018._________________________________________________________ NC-PLS LICENSE NO. 3920 DATENOTES:1.NO TITLE REPORT FURNISHED.2.AREAS COMPUTED BY COORDINATE METHOD.3.PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAY,EASEMENTS AND RESTRICTIONS OF RECORD.4.ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCESUNLESS OTHERWISE NOTED.5.NC GRID COORDINATES (NAD83) OBTAINED BY USING GPS, PER THE NCVRSNETWORK.6.BASIS OF BEARING SHOWN HEREON IS NC GRID (NAD 83 NSRS 2011).7.VERTICAL DATUM SHOWN HEREON IS NAVD88.8.THE PROPERTY SHOWN HEREON IS LOCATED IN FLOODZONE "ZONE X",AREA OF MINIMAL FLOODING, PER FLOOD INSURANCE RATE MAP3710447300J, PANEL 4473 EFFECTIVE DATE OCTOBER 16, 2008 AND PERFLOOD INSURANCE RATE MAP 3710448300J PANEL 4483 EFFECTIVE DATEOCTOBER 16, 2008.9.CONTOURS SHOWN HEREON THAT LIE OUTSIDE OF THE WAXHAW HIGHWAYRIGHT-OF-WAY, WERE SURVEYED AND PROVIDED BY OTHERS.REFERENCES:DB 4433, PG 627DB 2202, PG 437PLAT CAB. J, FILE NO. 737XXXLEGENDWMGMWVEXISTING CONTOUREXISTING SPOT ELEVATIONEXIST. TOP OF CURB ELEVATIONEXIST. GUTTER ELEVATIONWATER VALVEOVERHEAD WIRESAPPROX. LOC. UNDERGROUND SAN. SEWER LINE PER UTILITY MARKOUTAPPROX. LOC. UNDERGROUND WATER LINE PER UTILITY MARKOUTUTILITY POLESANITARY MANHOLEWATER MANHOLESTORM DRAIN MANHOLEWATER METERGAS METERSIGNMAIL BOXBOLLARDFENCEAREA LIGHTCLEAN OUTBENCHMARKGUY WIREPROP. CORNER TO BE SETTITLE REPORT EXCEPTIONIPSIRON PIPE SETIPFIRON PIPE FOUNDIRFIRON REBAR FOUNDOFR
SSP
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R1" = 50'25'50'0'50'PLAT CABINET J, FILE NO. 737
UNION COUNTY REGISTRYwww.bohlerengineering.comBOSTON, MANEW YORK METROWARREN, NJPHILADELPHIA/SOUTHERN NJLEHIGH VALLEY, PAUPSTATE NEW YORK4130 PARKLAKE AVENUERALEIGH, NORTH CAROLINA 27612919.578.9000 - 919.703.2665 FAXSOUTHEASTERN PASOUTHERN MARYLANDNORTHERN VIRGINIAWASHINGTON, DCBALTIMORE, MDCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCTM SUITE 130NCBELS: P-1132ENGINEERING NC, PLLCPINS: 05084001,LOCATION MAP NOT TO SCALEWAXHAWHIGHWAY SOUTHMAIN STOLD PROVIDENCE RDHERMITAGE PLACE DRS.A.L. RAILROADHOWIE MINE RDPRICE STN BROOM STWA
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SEE SHEET 2
HERMITAGEPLACE DRIVEN88°52'06"E 1573.99'S08°42'39"E34.87'S88°56'44"W 519.57'C1S63°46'52"W 406.85'CURVE TABLECURVEC1RADIUS1385.57'LENGTH608.38'CHORD BEARINGS76°21'37"WCHORD603.51'DELTA025°09'28"TANGENT309.17'WAXHAW COMMERCE LLC(PER UNION COUNTY GIS)NC HWY 75WAXHAW HIGHWAYN/FWAXHAW COMMERCE LLCPIN: 05110062ADB 4433, PG 627ADDRESS: HWY 75 RD(PER UNION COUNTY GIS)181,108 SF4.158 ACBOHLER ENGINEERING- ALL RIGHTS RESERVED.THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF BOHLER ENGINEERING, IS PROHIBITED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR FIELD DATEFILE NO.DATEDWG. NO.CREW CHIEFAPPROVEDSCALE1" = 50'OFREVIEWEDDRAWNBOUNDARY & TOPOGRAPHIC SURVEYWAXHAW HIGHWAYTOWN OF CARYWHITE OAK TOWNSHIPWAKE COUNTY, NORTH CAROLINANSC17203901/26/1801/15/17BSJTTETTET11FORPRELIMINARY - NOT FOR RECORDATION, SALES OR CONVEYANCESNOTES:1.NO TITLE REPORT FURNISHED.2.AREAS COMPUTED BY COORDINATE METHOD.3.PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAY,EASEMENTS AND RESTRICTIONS OF RECORD.4.ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCESUNLESS OTHERWISE NOTED.5.NC GRID COORDINATES (NAD83) OBTAINED BY USING GPS, PER THE NCVRSNETWORK.6.BASIS OF BEARING SHOWN HEREON IS NC GRID (NAD 83 NSRS 2011).7.VERTICAL DATUM SHOWN HEREON IS NAVD88.8.THE PROPERTY SHOWN HEREON IS LOCATED IN FLOODZONE "ZONE X",AREA OF MINIMAL FLOODING, PER FLOOD INSURANCE RATE MAP3710447300J, PANEL 4473 EFFECTIVE DATE OCTOBER 16, 2008 AND PERFLOOD INSURANCE RATE MAP 3710448300J PANEL 4483 EFFECTIVE DATEOCTOBER 16, 2008.9.CONTOURS SHOWN HEREON THAT LIE OUTSIDE OF THE WAXHAW HIGHWAYRIGHT-OF-WAY, WERE SURVEYED AND PROVIDED BY OTHERS.XXXLEGENDWMGMWVEXISTING CONTOUREXISTING SPOT ELEVATIONEXIST. TOP OF CURB ELEVATIONEXIST. GUTTER ELEVATIONWATER VALVEOVERHEAD WIRESAPPROX. LOC. UNDERGROUND SAN. SEWER LINE PER UTILITY MARKOUTAPPROX. LOC. UNDERGROUND WATER LINE PER UTILITY MARKOUTUTILITY POLESANITARY MANHOLEWATER MANHOLESTORM DRAIN MANHOLEWATER METERGAS METERSIGNMAIL BOXBOLLARDFENCEAREA LIGHTCLEAN OUTBENCHMARKGUY WIREPROP. CORNER TO BE SETTITLE REPORT EXCEPTIONIPSIRON PIPE SETIPFIRON PIPE FOUNDIRFIRON REBAR FOUNDOFR
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R1" = 50'25'50'0'50'www.bohlerengineering.comBOSTON, MANEW YORK METROWARREN, NJPHILADELPHIA/SOUTHERN NJLEHIGH VALLEY, PAUPSTATE NEW YORK4130 PARKLAKE AVENUERALEIGH, NORTH CAROLINA 27612919.578.9000 - 919.703.2665 FAXSOUTHEASTERN PASOUTHERN MARYLANDNORTHERN VIRGINIAWASHINGTON, DCBALTIMORE, MDCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCTM SUITE 130NCBELS: P-1132ENGINEERING NC, PLLCPINS: 05084001,LOCATION MAP NOT TO SCALEWAXHAWHIGHWAY SOUTHMAIN STOLD PROVIDENCE RDHERMITAGE PLACE DRS.A.L. RAILROADHOWIE MINE RDPRICE STN BROOM STWA
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PLAT CABINET J, FILE NO. 737
UNION COUNTY REGISTRY REFERENCES:DB 4433, PG 627DB 2202, PG 437PLAT CAB. J, FILE NO. 737
BOHLER ENGINEERING- ALL RIGHTS RESERVED.THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF BOHLER ENGINEERING, IS PROHIBITED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR FIELD DATEFILE NO.DATEDWG. NO.CREW CHIEFAPPROVEDSCALE1" = 50'OFREVIEWEDDRAWNBOUNDARY & TOPOGRAPHIC SURVEYWAXHAW HIGHWAYTOWN OF CARYWHITE OAK TOWNSHIPWAKE COUNTY, NORTH CAROLINANSC17203901/26/1801/15/17BSJTTETTET11FORNOTES:1.NO TITLE REPORT FURNISHED.2.AREAS COMPUTED BY COORDINATE METHOD.3.PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAY,EASEMENTS AND RESTRICTIONS OF RECORD.4.ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCESUNLESS OTHERWISE NOTED.5.NC GRID COORDINATES (NAD83) OBTAINED BY USING GPS, PER THE NCVRSNETWORK.6.BASIS OF BEARING SHOWN HEREON IS NC GRID (NAD 83 NSRS 2011).7.VERTICAL DATUM SHOWN HEREON IS NAVD88.8.THE PROPERTY SHOWN HEREON IS LOCATED IN FLOODZONE "ZONE X",AREA OF MINIMAL FLOODING, PER FLOOD INSURANCE RATE MAP3710447300J, PANEL 4473 EFFECTIVE DATE OCTOBER 16, 2008 AND PERFLOOD INSURANCE RATE MAP 3710448300J PANEL 4483 EFFECTIVE DATEOCTOBER 16, 2008.9.CONTOURS SHOWN HEREON THAT LIE OUTSIDE OF THE WAXHAW HIGHWAYRIGHT-OF-WAY, WERE SURVEYED AND PROVIDED BY OTHERS.OFR
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www.bohlerengineering.comBOSTON, MANEW YORK METROWARREN, NJPHILADELPHIA/SOUTHERN NJLEHIGH VALLEY, PAUPSTATE NEW YORK4130 PARKLAKE AVENUERALEIGH, NORTH CAROLINA 27612919.578.9000 - 919.703.2665 FAXSOUTHEASTERN PASOUTHERN MARYLANDNORTHERN VIRGINIAWASHINGTON, DCBALTIMORE, MDCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCTM SUITE 130NCBELS: P-1132ENGINEERING NC, PLLCPINS: 05084001,LOCATION MAP NOT TO SCALEWAXHAWHIGHWAY SOUTHMAIN STOLD PROVIDENCE RDHERMITAGE PLACE DRS.A.L. RAILROADHOWIE MINE RDPRICE STN BROOM STWA
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DSITE POINT NUMBERNORTHINGEASTINGWIDTH (INCHES)TYPEPOINT NUMBERNORTHINGEASTINGWIDTH (INCHES)TYPEPOINT NUMBERNORTHINGEASTINGWIDTH (INCHES)TYPEPOINT NUMBERNORTHINGEASTINGWIDTH (INCHES)TYPE10009432107.011482077.9712OAK10441432084.5914813308OAK11608431618.251479392.7415PINE11781432055.641480332.1310PINE10010432122.351482074.0914OAK10442432079.441481335.0718OAK11609431603.061479402.712PINE11782432070.441480389.648PINE10011432111.441482064.6515OAK10671432077.641481311.299OAK11610431714.721479365.5410OAK11783432082.881480382.138OAK10012432111.171482056.98OAK10672432090.571481316.598OAK116244317811479341.88OAK11784432082.461480400.948OAK10013432113.551482045.089PINE10673432090.281481310.878OAK11629431899.711479329.028PINE11785432061.011480431.128PINE10014432134.541482049.3416OAK10674432099.711481300.510OAK11631432013.571479278.9712OAK11786432066.951480461.615OAK10015432128.721482035.4515OAK10675432113.881481279.978PINE11633432020.481479272.5415OAK11787432075.961480447.9720OAK10016432101.21482012.229PINE10676432099.81481288.810PINE11637432035.071479270.59OAK11788432065.511480487.2310OAK10017432108.161482012.3310OAK10677432094.321481283.1212PINE11638432032.131479268.548GUM11789432045.651480501.478PINE10018432107.211482012.378OAK10678432091.51481284.0912PINE11639432033.351479277.4212OAK11791432076.91480524.689OAK10019432106.811482015.3912OAK10679432090.221481279.558PINE11640432039.261479287.0512OAK11792432078.611480531.6322OAK10020432103.511481999.848PINE10680432076.181481272.378PINE11641432045.061479291.2314OAK11793432064.961480537.8810OAK10021432125.471482005.9310OAK10681432072.21481263.218PINE11642432046.351479303.3314OAK11795432074.121480561.6618OAK10022432124.691481995.549OAK10682432064.151481256.2410PINE11643432069.151479309.8511OAK11796432068.341480559.1612OAK 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(TRIPLE)11809432083.791480917.639PINE10030432103.941481950.138CEDAR10690432065.621481231.6312OAK11655432052.841479431.7113OAK11811432072.031480915.889PINE10031432107.971481952.468PINE10691432060.481481234.338PINE11657432070.761479422.5510OAK (TRIPLE)11812432080.571480920.1811PINE10032432116.641481955.738OAK10692432067.031481214.739OAK11658432066.731479453.48OAK11814432081.341480932.328PINE10033432130.711481951.789OAK (TRIPLE)10693432046.981481209.168OAK11659432066.241479479.7915PINE11816432060.211480945.058PINE10034432127.041481927.3912OAK (TWIN)10694432038.671481199.758PINE11660432063.291479491.9312PINE11818432095.31481004.819PINE10035432110.811481931.788OAK10695432042.421481181.9510OAK11661432071.651479494.6512PINE11819432069.881481008.679PINE10036432123.261481911.1718PINE10696432057.651481189.559OAK11662432073.331479488.898PINE11820432087.691481037.268PINE10037432121.481481898.412PINE10697432056.131481149.6412OAK (TWIN)11663432061.711479502.018PINE11822432077.831481045.998PINE10038432109.071481902.658PIN OAK10698432039.361481157.88OAK11665432064.31479511.039PINE11823432069.361481070.3310OAK10039432102.321481912.089PINE10699432032.391481145.810PINE11666432075.691479511.5912OAK11824432102.21481082.829PINE10040432101.881481888.528PINE10700432028.781481159.029OAK11673432061.221479521.948PINE11825432083.931481087.029PINE (TWIN)10041432104.421481873.6710OAK10701432038.311481181.858CEDAR11674432063.141479541.088PINE11826432072.551481097.158OAK (QUADRIPLE)10042432100.781481871.7710OAK10702432037.191481175.568PIN OAK11675432063.921479543.5815PINE11827432080.371481107.4610PINE10043432103.451481865.639PINE10703432074.791481164.578OAK11676432068.991479543.948OAK11828432081.021481110.2410PINE10044432118.931481873.8218PINE10704432083.191481170.138PINE11677432065.481479551.588PINE11831432099.891481134.5311PINE10045432119.311481864.1415PINE10705432092.681481169.3610PINE11678432072.871479548.2615PINE10046432103.611481848.1312OAK (TRIPLE)10706432106.411481172.658PINE11679432071.951479558.8412PINE10047432108.91481837.7315OAK10707432087.411481191.768PINE11680432077.861479565.0914PINE10048432106.41481823.999OAK10708432082.21481191.528OAK11681432067.131479568.7212PINE10049432110.581481820.9410OAK10709432081.481481179.038OAK11683432069.881479582.112OAK10050432110.731481819.0614OAK10710432068.651481186.938PINE11684432070.171479584.0112PINE10051432121.691481807.2213PINE10711432081.571481216.049PINE11685432082.64147958812PINE10052432111.031481809.4415OAK10712432093.231481211.679PINE11686432078.011479605.9218PINE10053432100.51481797.5411PINE10713432099.391481213.689PINE11687432074.861479602.812PINE10054432105.381481783.688PINE10714432099.721481221.8410PINE11688432069.551479600.7512PINE10055432107.931481782.2310OAK (TWIN)10715432094.391481245.328PINE11689432070.841479630.648OAK10056432120.061481753.710PINE11033432022.171481096.218PINE11690432070.731479631.8510PINE10057432101.531481774.839PINE11034432016.851481086.3710PINE11691432074.91479639.018OAK10058432109.861481765.168OAK11035432016.591481079.3912PINE11698432044.041479767.9712PINE10059432103.791481758.828PINE11036432018.771481070.819PINE11699432041.721479762.4912PINE10060432104.281481754.8910OAK11037431990.161481021.318PINE11700432050.451479761.858PINE10061432104.161481742.6912OAK11038431955.021480920.788PINE11701432047.171479748.869PINE10062432112.161481742.618OAK11039431949.551480918.048PINE11702432068.011479756.778OAK10063432107.44148172815OAK11040431857.321480732.658PINE11703432065.541479723.7210PINE10064432112.821481725.018OAK11041431848.271480710.338PINE11704432061.391479726.358PINE10065432124.82148172412OAK (TWIN)11042431826.811480667.658PINE11705432064.51479717.818PINE10066432114.071481699.4112PINE11043431827.711480656.248PINE11706432065.661479693.558PINE10389432121.831481688.6612OAK11044431820.551480635.6710PINE11707432068.531479681.138PINE10390432109.51481673.5518OAK11275431733.031480454.898PINE11708432059.861479663.888PINE10391432108.781481671.1218OAK11280431609.091480204.599PINE11709432061.021479670.928PINE10392432107.971481667.6418OAK11281431623.21480224.158PINE11711432080.751479713.1730OAK10393432103.181481657.914OAK11350431455.981479977.46ORNAMENTAL11712432074.441479728.0615PINE10394432115.611481646.738PINE11351431466.391479998.876ORNAMENTAL11715432048.491479791.368PINE (TWIN)10395432113.231481635.6612OAK11352431477.611480023.276ORNAMENTAL11716432041.231479806.598PINE10396432119.511481634.210PINE11353431489.381480045.656ORNAMENTAL11717432045.061479824.339PINE10397432107.71481628.229OAK11354431500.191480067.96ORNAMENTAL11718432055.431479830.19PINE10398432111.071481619.719OAK11355431510.491480089.36ORNAMENTAL11721432043.141479857.478PINE10399432106.471481611.938OAK11356431524.261480111.644ORNAMENTAL11722432043.481479863.178PINE10400432103.941481595.3512CEDAR11357431544.081480157.336ORNAMENTAL11723432070.181479858.8510OAK10401432105.141481591.1512OAK (TWIN)11358431555.331480179.526ORNAMENTAL11724432070.961479868.6711OAK10402432113.031481592.9912OAK (TWIN)11359431566.361480201.986ORNAMENTAL11725432068.571479886.9212OAK10403432106.451481581.248OAK11360431577.761480223.046ORNAMENTAL11726432069.041479893.515OAK10404432103.761481559.2318OAK (TWIN)11361431588.491480247.988ORNAMENTAL11727432071.571479900.6418OAK10405432095.291481545.759PINE11362431599.031480268.614ORNAMENTAL11728432048.341479923.129PINE10406432104.031481549.139OAK11363431610.641480292.226ORNAMENTAL11730432078.441479933.3415OAK10407432108.751481508.798PINE11364431620.571480313.466ORNAMENTAL11731432072.041479948.428OAK10408432107.281481499.4412PINE11365431631.561480335.236ORNAMENTAL11733432072.391479960.6715OAK10409432105.791481483.5710OAK11366431670.631480415.114ORNAMENTAL11734432072.221479962.848OAK10410432111.821481471.0612PINE11367431684.151480441.694ORNAMENTAL11735432071.791479955.758OAK (TWIN)10411432105.861481463.588OAK11368431695.041480465.374ORNAMENTAL11736432079.441479983.7516OAK10412432093.821481465.9712PINE11369431706.711480489.764ORNAMENTAL11738432044.411479989.088PINE10413432091.781481448.7311OAK11370431718.981480512.914ORNAMENTAL11739432040.971480024.348PINE10414432100.451481449.138OAK11371431728.591480534.354ORNAMENTAL11740432041.341480040.28PINE10415432117.11481440.719PINE11372431740.171480554.734ORNAMENTAL11741432059.641480041.4812PINE10416432097.231481431.68OAK11373431752.091480577.234ORNAMENTAL11743432079.821480040.0310OAK10417432107.471481423.598PINE11374431764.491480601.674ORNAMENTAL11744432078.421480028.2510OAK10418432110.571481417.18PINE11375431776.441480625.764ORNAMENTAL11745432077.741480064.219OAK10419432108.891481415.618PINE11376431789.231480650.474ORNAMENTAL11746432078.721480073.358OAK10420432100.941481413.1715OAK11482431356.881479778.146ORNAMENTAL11748432062.251480067.549OAK10421432096.911481417.468OAK11484431366.81479794.996ORNAMENTAL11749432041.631480079.858PINE10422432089.21481406.588OAK11485431375.661479811.766ORNAMENTAL11750432051.071480115.48PINE10423432091.321481395.28OAK11486431386.041479829.686ORNAMENTAL11751432041.841480122.779PINE10424432082.871481389.838OAK11487431394.351479848.876ORNAMENTAL11752432066.521480117.378PINE10425432095.931481390.148PINE11488431415.061479890.936ORNAMENTAL11753432068.851480109.448PINE10426432106.341481398.439PINE11489431426.261479912.96ORNAMENTAL11755432078.661480104.910OAK10427432117.21481401.518PINE11490431436.561479935.156ORNAMENTAL11757432056.741480142.118PINE10428432110.511481396.288PINE11491431447.51479957.016ORNAMENTAL11758432051.881480129.668PINE10429432098.311481382.468OAK11593431521.541479675.9910PINE11759432068.691480133.399PINE10430432102.051481378.5310OAK11594431497.971479650.5610PINE11760432079.991480130.558OAK10431432096.981481376.548OAK11595431494.211479559.4912PINE11761432067.021480154.598PINE10432432087.911481373.3512PIN OAK11596431477.421479556.758PINE11763432076.941480172.349OAK10433432089.41481365.428OAK11598431468.671479542.498OAK11764432081.861480202.3124OAK10434432080.361481365.5812OAK11599431489.461479520.9236PIN OAK11766432068.111480219.468PINE10435432112.61481361.1612PINE11600431506.061479495.1715OAK11767432069.31480256.529PINE10436432115.311481362.4410PINE11601431543.911479464.618OAK11769432079.041480247.28PINE10437432111.631481343.3712PINE11602431557.411479451.498OAK11770432084.321480276.312PINE10438432099.061481348.2615OAK11603431572.091479437.1412PINE11771432067.221480290.638PINE10439432087.881481345.098OAK11604431592.851479421.6512PINE11772432083.371480314.4418OAK (TWIN)10440432092.921481338.079OAK116074316101479401.7810PINE11780432047.431480345.658OAKPRELIMINARY - NOT FOR RECORDATION, SALES OR CONVEYANCESREFERENCES:DB 4433, PG 627DB 2202, PG 437PLAT CAB. J, FILE NO. 737
S25°41
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N88°52'06"E 1573.99'S08°42'39"E
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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\NCC172039\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172039SS0.DWG PRINTED BY: TZOOK 3.02.18 @ 4:57 PM LAST SAVED BY: TZOOK
NCC172039
OR/JO/RB/TZ
MAT
03/02/18

MAIN STREET
STATION
RHH LAND
INVESTORS, LLC
8200 WAXHAW HWY (NC 75)
WAXHAW, NC
JACKSON TOWNSHIP
UNION COUNTY

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 SERVICES2018 BOHLER ENGINEERING043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA3/2/18
1" = 100'
SS0
C-201
OVERALL
EXISTING
CONDITIONS &
DEMO PLAN
1"=100'
0 1002550100
NAD83TYPICAL 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
1.THIS PLAN REFERENCES DOCUMENTS AND SURVEY INFORMATION INCLUDING TOPOGRAPHY BY:
BOHLER ENGINEERING NC, PLLC.
"BOUNDARY & TOPOGRAPHIC SURVEY FOR WAXHAW HIGHWAY"
JOB#: NSC172039
DATE:01/26/18
REVISED:
ECS SOUTHEAST, LLC
1812 CENTER PARK RD. D
CHARLOTTE, NC 28217
DATED:4/27/17
JOB# 08:12164
2.CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE
OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.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.TREES TO REMAIN SHALL HAVE FENCING INSTALLED FOR PROTECTION DURING CONSTRUCTION.
MINIMUM AMOUNT OF CLEARING TO BE PERFORMED IN AREAS WITH PROPOSED TRAIL.
7.CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM THE SITE. WHERE EXISTING TREES ARE
WITHIN PROPOSED CUT AND FILL SLOPES, CONTRACTOR TO CONSULT WITH AN ARBORIST ON PROPER
MEANS AND METHODS OF GRADING WITHIN THE DRIP LINE. CONTRACTOR AND ARBORIST SHALL
CERTIFY THAT PROPER MEANS AND METHODS WERE FOLLOWED DURING CONSTRUCTION TO ENSURE
PROPER HEALTH OF REMAINING TREES.
8.NO EXISTING ROCK OUTCROPS, WETLANDS, OR OTHER NATURAL FEATURES ON SITE.
9.SITE IS NOT LOCATED WITHIN ANY FEMA DESIGNATED FLOODPLAIN.
10.THERE ARE NO KNOWN WELLS OR SEPTIC TANKS/FIELDS ON SITE.
GENERAL DEMOLITION NOTES:
S25°41
'35
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363
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918.23'N3
2
°
4
7
'
0
3
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S62°17'15"W
90.11'
N45°04'56"W
274.64'N16°02'35"W 449
.30
'
N88°54'03"E
1147.84'N88°29'48"E
52.52'
N88°52'06"E 1573.99'S08°42'39"E
34.87'
S88°56'44"W 519.57'
C2
S63°4
6'
5
2"
W
4
0
6.
8
5'
CSX RAILROAD
HERMITAGE PLACE DRDUNLAP ST
SOMER
S
T
WAXH
A
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Y
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7
5
SFA
SFA
SFACOS
PROP. WET POND 2
±12,000SF
SFA
COS
COS
COS
SFASFA
SFA
SFA
SFA
SFA
SFA
SFA
SFA
SFA
SFA
SFA
SFA
SFA
SFA
SFA
SFA
SFA
SFA
SFA
PROP. WET POND 1
±44,900SF
SEE NOTE 27
COS
TRAIL EASEMENT (RECREATIONAL
COS) = ±0.49 ACRES > 2% OF TOTAL
SITE AREA (0.38 ACRES MINIMUM)LODLOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
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 LODLOD LOD
SFASFA COS
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OHPROP. RELOCATED POWER POLE
SERVICES TO OTHER SIDE OF
WAXHAW HWY TO BE EXTENDED
POTENTIAL RELOCATED POWER POLE
TO RUN UNDERGROUND TO NEW
ELECTRIC SYSTEM DESIGNED BY OTHERS
PROP. RELOCATED POWER POLE (TYP.)
PROP. RELOCATED
ELECTRICAL BOX
PROP. 20' OVERHEAD
EASEMENT (TYP.)
PROP. 20' OVERHEAD
EASEMENT (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:
H:\2017\NCC172039\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172039SS0.DWG PRINTED BY: TZOOK 3.02.18 @ 4:57 PM LAST SAVED BY: TZOOK
NCC172039
OR/JO/RB/TZ
MAT
03/02/18

MAIN STREET
STATION
RHH LAND
INVESTORS, LLC
8200 WAXHAW HWY (NC 75)
WAXHAW, NC
JACKSON TOWNSHIP
UNION COUNTY

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 SERVICES2018 BOHLER ENGINEERING043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA3/2/18
1" = 100'
SS0
C-301
OVERALL
SITE PLAN
1"=100'
0 1002550100NAD836.EXISTING USE: VACANT WOODED LAND.
7.EXISTING STRUCTURES: NONE
8.NO EXISTING ROCK OUTCROPS, WETLANDS, OR OTHER NATURAL FEATURES ON
SITE.
9.SITE IS NOT LOCATED WITHIN ANY FEMA DESIGNATED FLOODPLAIN.
10.PROPOSED MINIMUM LOT SIZE VARY WITH PRODUCT TYPE.
11.PROPOSED SETBACKS SHALL BE:
FRONT:0' MIN. TO 18' MAX.
SIDE (INTERIOR):0' MIN. TO 24' MAX.
REAR:3' MIN. OR 15' FROM CENTERLINE OF ALLEY
MIN LOT WIDTH:18' MIN.
LOT COVERAGE:70% MAX
BUILDING HEIGHT:3 STORIES, 45' MAX (PRINCIPAL STRUCTURE)
2 STORIES MAX (ACCESSORY STRUCTURE)
12.ALL 35' WIDE SINGLE FAMILY ATTACHED UNITS ARE SINGLE OWNER AND WILL
HAVE AT LEAST TWO PARKING SPACES IN A GARAGE. ALL 20' WIDE 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 18' FEET AS MEASURED FROM EDGE OF
ALLEY TO FACE OF GARAGE. NOT ALL SINGLE FAMILY ATTACHED (SFA) UNITS
WILL BE PROVIDED WITH FULL LENGTH REAR DRIVEWAYS. DRIVEWAYS AT LEAST
18' IN LENGTH ARE COUNTED AS PARKING SPACES TOWARDS TOWN CODE
REQUIREMENTS .
14.ON-STREET PARKING SHOWN WHERE INDICATED ON PLAN. A TOTAL OF 124
ON-STREET PARKING SPACES ARE PROVIDED.
15.AGE TARGETED COMMUNITIES- THEIR MARKETING TARGETS ADULTS AGE 55 OR
OLDER BUT THEY ARE NOT EXPLICITLY AGE-RESTRICTED. RESIDENTS LEAD AN
INDEPENDENT, ACTIVE LIFESTYLE WHERE AMENITIES MAY INCLUDE WALKING
TRAILS AND OTHER RECREATIONAL SPACES. THE COMMUNITIES DO NOT
PROVIDE HEALTH CARE OR HEALTH-RELATED SERVICES. OUTDOOR
MAINTENANCE IS TYPICALLY INCLUDED IN A MONTHLY HOMEOWNER'S
ASSOCIATION OR CONDOMINIUM FEE.
16.EXISTING PROPERTY LINE IS AT CENTER OF WAXHAW HIGHWAY. PROJECT WILL
DEDICATE 30' OF R.O.W. FROM CENTERLINE OF WAXHAW HIGHWAY TO MATCH
EXISTING R.O.W. SECTION ON RECORD OF 60'.
17.NCDOT DRIVEWAY PERMIT WILL BE ACQUIRED, BUT NOT REQUIRED AT THE TIME
OF THIS APPLICATION.
18.CURB, GUTTER, AND SIDEWALK SHALL BE CONSTRUCTED WILL BE REQUIRED ON
BOTH SIDES OF THE INTERIOR ROAD. ALL INTERIOR ROADS WILL BE TOWN
MAINTAINED AND AS SUCH MUST BE BUILT TO TOWN STANDARDS.
19.STREET LIGHTING IS PROPOSED TO BE A DECORATIVE ACORN LIGHT PER DUKE
POWER STANDARDS. EXACT SPECIFICATION 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.
GENERAL NOTES
1. DEVELOPER/APPLICANT:
RHH LAND INVESTORS, LLC
2919 BREEZEWOOD AVENUE. SUITE 400
FAYETTEVILLE, NC 28303
CONTACT: BRYANT SPENCER
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:
BOHLER ENGINEERING NC, PLLC.
"BOUNDARY & TOPOGRAPHIC SURVEY FOR
WAXHAW HIGHWAY"
4130 PARKLAKE AVENUE, SUITE130
RALEIGH, NC 27612
JOB#:NSC172039
DATED: 1/26/2018
4. EX. SITE INFORMATION
PHONE:WAXHAW COMMERCE LLC
ADDRESS: 5925 CARNEGIE BLVD SUITE 200
CHARLOTTE, NC 28209
PIN: 05084001
D.B. 2022 P.N. 460
GROSS AREA: ±14.880 ACRES
PIN:05110062A
D.B. 4433 P.N. 627
GROSS AREA: ± 4.144 ACRES
EX. ZONING: NMX
5.PROPOSED SITE INFORMATION
TOTAL PROPOSED PARCEL AREA: ±19.024 ACRES
TOTAL PROPOSED ROW AREA: ±3.60 ACRES
TOTAL COMMON OPEN SPACE AREA: ±8.84
ACRES (46% OF TOTAL AREA)
REQUIRED RECREATION COMMON OPEN SPACE:
±0.38 ACRES (2% OF TOTAL AREA)
TOTAL RECREATION COS PROVIDED: ±1.23 AC
(6.5% OF TOTAL SITE AREA)
TOTAL NUMBER OF LOTS:
SINGLE FAMILY ATTACHED: 117 LOTS
PROJECT DENSITY: 6.15 DUA
RECREATION COS LOTS: 6
TOTAL LOTS PROPOSED: 123 LOTS
TOTAL STREET LENGTH: 6460 FEET
STREET: 2750 FEET
ALLEY: 3710 FEET
20' WIDE UNIT MIN. LOT SIZE: 1,440 SF
35' WIDE UNIT MIN. LOT SIZE: 2,520 SF
*OVERALL LOT PRIOR TO SUBDIVISION SHALL
MEET 70% MAX LOT COVERAGE.
20.STREET SIGNS AND POSTS WILL MEET NCDOT STANDARDS.
21.PROJECT WILL REQUIRE STORMWATER DETENTION AND WATER QUALITY
MEASURES IN ACCORDANCE WITH THE MOST STRINGENT STORM WATER
ORDINANCE.
22.A PERMIT FROM NCDENR AND/OR THE TOWN WILL BE REQUIRED FOR THE
EROSION CONTROL PLAN.
23.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.
24.ALL INTERSECTION TIE IN POINTS SHALL BE DESIGNED IN ORDER FOR CURB
RAMPS TO BE ADA COMPLIANT.
25.THERE ARE NO KNOWN WELLS OR SEPTIC TANKS/FIELDS ON SITE.
26.LANDSCAPE SPACING, FREQUENCY, HEIGHT AND MATERIALS WILL COMPLY TO
ANY APPLICABLE TOWN STANDARDS. LANDSCAPING SPECIES WILL BE SPECIFIED
PER THE APPROVED TOWN PLANT LIST.
27.EXISTING VEGETATION TO REMAIN, WITH THE EXCEPTION OF MINIMUM CLEARING
FOR PROPOSED TRAIL.
28.PARKING IS PERMITTED IN THE 2ND AND 3RD LAYER. DRIVEWAY LENGTHS ARE
SUFFICIENT LENGTH SO THAT NO PARKED VEHICLES ENCROACH INTO THE
RIGHT OF WAY.
29.FRONT LOADED GARAGES ARE NOT PERMITTED ON ATTACHED SINGLE FAMILY
BUILDINGS.
30.FOR BUILDINGS SET BACK MORE THAN 2 FEET FROM THE PUBLIC SIDEWALK,
GROUND PLANTINGS SHALL BE PROVIDED WITHIN 2 FEET OF THE BUILDING IN
THE FRONT SETBACK.
31.A MINIMUM OF 1 SMALL MATURING STREET TREE SHALL BE PLANTED FOR EACH
40 FEET OF FRONTAGE LINE OR PORTION THEREOF.
32.PER UDO SECTION 21.6.3.E BUILDING ENTRANCES: "ALL BUILDINGS WITH MORE
THAN 4 SIDEWALK-LEVEL RESIDENTIAL UNITS ALONG A SINGLE STREET SHALL
HAVE INDIVIDUAL ENTRANCES TO SUCH UNITS DIRECTLY ACCESSIBLE FROM THE
REQUIRED SIDEWALK OR ADJOINING OPEN SPACE. ALL WALKWAYS PROVIDING
SUCH ACCESS SHALL BE SHARED BETWEEN NO MORE THAN 2 ADJACENT UNITS."
33.MINIMUM AMENITIES FOR RECREATION SPACE SHALL MEET THE REQUIREMENTS
OF UDO SECTION 21.7.20
34.PER UDO SECTION 21.6.3F RAISED ENTRIES: "TO PROVIDE PRIVACY, ALL
RESIDENTIAL ENTRANCES WITHIN 15 FEET OF THE SIDEWALK MUST BE RAISED
FROM THE AVERAGE SIDEWALK GRAD A MINIMUM OF 24 INCHES. SECONDARY
SUBGRADE OR LIGHT WELL ENTRANCES ARE PERMITTED."
35.UNITS ARE INTENDED TO BE GROUND MOUNTED IN REAR ALLEYS OF HOMES,
AND WILL BE SCREENED AS REQUIRED/NOTED BY THE UDO. HOWEVER, IF ROOF
TOP MOUNTED UNITS ARE PROVIDED, ELEVATIONS WILL BE PROVIDED TO STAFF
TO DEMONSTRATE COMPLIANCE WITH UDO PROVISIONS FOR THAT TYPE OF
UNIT.
CSX RAILROAD
WAXH
A
W
H
W
Y
N
C
7
5
WAXH
A
W
H
W
Y
N
C
7
5
6' CONCRETE CAROLINA
THREAD TRAIL IN 20' EASEMENT
5' CONCRETE SIDEWALK
IN 10' EASEMENT
5' CONCRETE SIDEWALK
IN 10' EASEMENT
50.00'60.00
'60.00'60.00
'60.00
'50.00
'60.00
'
60.00'60.00'60.00
'LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD
LOD
LOD
LOD
L
O
D
LOD
LODLODLOD
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
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
10' WIDE
GRAVEL
ACCESS
ROAD (6"
DEEP #57
STONE)
10' WIDE
GRAVEL
ACCESS
ROAD (6"
DEEP #57
STONE)
10' ASPHALT CAROLINA THREAD
TRAIL IN 20' EASEMENT
40.00'
PROP. 20' OVERHEAD
EASEMENT (TYP.)
PROP. 20' OVERHEAD
EASEMENT (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:
H:\2017\NCC172039\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172039SS0.DWG PRINTED BY: TZOOK 3.02.18 @ 4:57 PM LAST SAVED BY: TZOOK
NCC172039
OR/JO/RB/TZ
MAT
03/02/18

MAIN STREET
STATION
RHH LAND
INVESTORS, LLC
8200 WAXHAW HWY (NC 75)
WAXHAW, NC
JACKSON TOWNSHIP
UNION COUNTY

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 SERVICES2018 BOHLER ENGINEERING043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA3/2/18
1" = 60'
SS0
C-303
PAVING
PLAN
1"=60'
0 60153060
CURB AND GUTTER
SPILL CURB TRANSITION CURB
DEPRESSED CURB AND GUTTER
CONCRETE CURB &
GUTTER
STANDARD CONCRETE
WAXHAW LOCAL ROAD PAVEMENT
(SEE C-9.1)
WAXHAW ALLEY ROAD PAVEMENT
(SEE C-9.0)
NCDOT STANDARD PAVEMENT
NCDOT MILL AND OVERLAY
NCDOT OVERLAY ONLY
6" THICK GRAVEL SHOULDER/ACCESS
ROAD
PAVEMENT/MISC. LEGEND
NOT TO SCALE
NCDOT PAVEMENT SECTION W/ C&G
1. FINAL DEPTH OF PAVEMENT SHALL BE PER NCDOT REVIEW AND AT A MINIMUM SHALL
MATCH EXISTING PAVEMENT SECTION AS DETERMINED IN THE FIELD.
2. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD.
NOTE:
1.5" ASPHALT SURFACE COURSE (S9.5B) IN 2 LIFTS
2.5" ASPHALT INTERMEDIATE COURSE (I-19.0B)
8" ASPHALT BASE COURSE (B25.0B OR C)
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT
AND NCDOT SPECS)
VARIESVARIES10'10'
5% MAX
20'
10%10%
3:1
3:1
6" THICK ABC
TYPICAL GRAVEL ACCESS ROAD
12" MIN.SEPARATOR GEOTEXTILE
COMPACTED SUBGRADE NAD83
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSHERMITAGEPLACE DRIVENC HWY 75
WAXHAW HIGHWAY
CSX RAILROAD
HERMITAGE PLACE DRDUNLAP ST
SOMER
S
T
CSX RAILROAD
WAXH
A
W
H
W
Y
N
C
7
5
WAXH
A
W
H
W
Y
N
C
7
5 LODLOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
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 LODLOD LOD
WWW
W
W
W
W
W
W
W
W W W W W W W W W W
OH
OH
E
E
E
E
E
E
OH
OH
OH
OH
OH
OH
OH
OH
OH
OHWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWW8'
Alley AAlley BPublic Road - AAlley E
Alley
DAlley EAlley AAlley DPublic
R
o
a
d -
B
Alley A650 650650650
65
0650 650
65565
5655
6
6
0
6
6
0
648
64864964964
9
65
1651651
65
2652652
653653653
654654654
65665
6656656
656
65
7
6
5
7657 657657
657
658
658
6
5
8
6
5
8
6
5
9
6
5
9
66
1
66
1
662
662663
66
3
664
6
6
4630 630630630 635
635635635640
645
650
655 626626627627627627628628628628629629629629
631631
632632
633633
634634
636636636
637637
638638
639
639641
642
643
644
646
647
648
649
651
652
653
654
656
630 630
635
635 640
640
645
645
650
629 629631 631632632
633 633
634
634636
636637
637
638
638 639
639
641
641
642
642
643
643
644
644
646
646
647
647
648
648 649649
649
651 63063
5
640
645
64
5
6
5
0
650 627628629631632633
6
3
4
63
6
637
638
639
641642643
64
4
646
6
4
6
647
6
4
7
6
4
8
6
4
8
64964
9
635640645636637638639641642643644646647648620
625
617 618 619 621 622
623
624
6
4
5
645
650
65065
0
65
0
641642643644
646646
647647
648648
649649
650
655
660649651652653654
656657658659661662663663655
6556
6
0
6
6
5
656
656656
656
657
657
658
6
5
8
659
6
6
1
6
6
2
6
6
3
6
6
4
6
6
6
6
6
7
6
6
8
65
0650
65
0
65
5 64964
9651651
65
1
65
2
65
3
65
4
65
6
65
7
65765
8
658650
650
648649
649
649Alley C
SSS
HP 653.07 HP 653.32
HP 648.80
HP 653.93HP 653.78
HP 650.87
HP 651.68
HP 651.63
HP 649.27
HP 658.73
HP 658.93
HP 652.48
HP 651.49
HP 651.04
HP 651.48 HP 651.14HP 650.94 HP 652.06 HP 652.31HP 651.76
HP 647.55
HP 648.05
HP 643.52
HP 643.72
HP 638.17
HP 638.32
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\NCC172039\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172039GP0.DWG PRINTED BY: TZOOK 3.02.18 @ 4:58 PM LAST SAVED BY: TZOOK
NCC172039
OR/JO/RB/TZ
MAT
03/02/18

MAIN STREET
STATION
RHH LAND
INVESTORS, LLC
8200 WAXHAW HWY (NC 75)
WAXHAW, NC
JACKSON TOWNSHIP
UNION COUNTY

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 SERVICES2018 BOHLER ENGINEERING043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA3/2/18
1"=100'
0 1002550100
1" = 100'
GP0
C-401
####OVERALL
GRADING &
DRAINAGE
PLAN
NAD83SEE SHEET C-403
SEE SHEET C-402
SEE SHEET C-404 SEE SHEET C-405
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSN32°47'03"W 158.76'S62°17'15"W
90.11'
N45°04'56"W
274.64'
LOT
56
LOT
68
LOT
73
LOT
72
LOT
45
LOT
71
LOT
70
LOT
69
LOT
53
LOT
54
LOT
61
LOT
46
LOT
55
LOT
47
LOT
48
LOT
50
LOT
49
LOT
57
LOT
58
LOT
52
LOT
51
LOT
60
LOT
59
LOT
84
LOT
85
LOT
87
LOT
86
LOT
95
LOT
103
LOT
88
LOT
96
LOT
104
LOT
105
LOT
89
LOT
97
LOT
98
LOT
90
LOT
106
LOT
92
LOT
91
LOT
99
LOT
108
LOT
102
LOT
100
LOT
93
LOT
101
LOT
94
LOT
44
LOT
82
LOT
75
LOT
80
LOT
81
LOT
74
LOT
79
LOT
83
LOT
78
LOT
77
LOT
76
LOT
16
LOT
15
LOT
17
LOT
67
LOT
34
LOT
18
LOT
26
LOT
19
LOT
42
LOT
27
LOT
35
LOT
43
LOT
28
LOT
20
LOT
36
LOT
37
LOT
21
LOT
29
LOT
22
LOT
30
LOT
38
LOT
31
LOT
23
LOT
39
LOT
24
LOT
32
LOT
40
LOT
25
LOT
107
LOT
33
LOT
41 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD
LODLODLODLODLODLODLODLODLODLODLODLOD 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 LOD
LODLOD
LOT
62
LOT
63
LOT
64
LOT
65
LOT
66
WWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
OH OH OH OH OH OH OH OH E E E E E E E E E E E E E E E E E E E E E E E E E E E E
OHOHOHWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWPROP. 20' OVERHEAD
EASEMENT (TYP.)
Alley A Alley BAlley DAlley AAlley DPublic Road - B
Alley A
650
650
650
6
5
0
6
5
0650 650
655655655660660648
648
649
6496
4
9
6
5
16516516
5
26526526
5
3
653 65365
4
654 654656656656656
656
657657657 657657
657
658
6
5
8
658658659659661661662
6626
6
3
6636
6
4
664645
650
655
643644
646647648649
651652653654
656
635
640
64
0
645
645
650
631
632633634
636
637
638
639
639
641
64
1
642
642
643
643
644
644
646
646
647
647
648
648
649649
649
651
650
655
660649
651
652
653
654
65665765865966166266366365
5
655
6606656
5
6
6
5
6
656
65
6
6
5
7
65
7
65
8
6586
5
9
6616626636646666676686
5
0
6
5
0
6
5
0655
6
4
9
6
5
1
651651652653654656657657658658
650
650
648649
6
4
9
649N73°57'25"E
2.40'
Alle
y

C
S S S SSSSSSSSSSSTM
A22
STM
A32
STM
A23
STM
A33
STM
A30
STM
A14
STM
A42
STM
A6
STM
A34
STM
A35
STM
A36
STM
A2
STM
A5
STM
A4
STM
A38
STM
A15
STM
A16
STM
A9
STM
A8
STM
A17
STM
A27
STM
A28
STM
A26
STM
A24
STM
A31
STM
A25
STM
A47
STM
A29
STM
A21
STM
A44
STM
A7
STM
A10
STM
A11
STM
A3
STM
A41
STM
A37
STM
A12
STM
A46
STM
A13
SAN
A18
SAN
A13
SAN
A15
SAN
A10
SAN
A14
SAN
A16
SAN
A21
SAN
A23
SAN
A20
SAN
A12
SAN
A17
SAN
A19 SAN
A22
SAN
A11
PERMANENT CUT SLOPE
MAX SLOPE 1:2
MAX HEIGHT 10.5'
PERMANENT CUT SLOPE
MAX SLOPE 2:1
MAX HEIGHT 14.0'
FFE 652.25
PAD 651.09
ASG 650.27
Δ 1.98
FFE 652.15
PAD 650.99
ASG 650.08
Δ 2.07
FFE 658.79
PAD 657.63
ASG 656.79
Δ 2.00
FFE 652.14
PAD 650.98
ASG 650.14
Δ 2.00
FFE 651.66
PAD 650.50
ASG 649.57
Δ 2.10
FFE 656.71
PAD 655.55
ASG 654.72
Δ 2.00
FFE 657.59
PAD 656.43
ASG 655.21
Δ 2.38
FFE 654.59
PAD 653.43
ASG 652.57
Δ 2.02
FFE 652.99
PAD 651.82
ASG 648.46
Δ 4.53
FFE 651.07
PAD 649.90
ASG 648.77
Δ 2.30
FFE 652.08
PAD 650.91
ASG 649.94
Δ 2.13
FFE 651.44
PAD 650.28
ASG 649.44
Δ 2.01
FFE 651.07
PAD 649.91
ASG 649.10
Δ 1.97
FFE 657.57
PAD 656.40
ASG 655.54
Δ 2.02
FFE 657.91
PAD 656.75
ASG 655.92
Δ 2.00
FFE 647.96
PAD 646.79
ASG 645.65
Δ 2.31
FFE 658.91
PAD 657.75
ASG 656.71
Δ 2.20
FFE 659.15
PAD 657.99
ASG 657.06
Δ 2.10
FFE 659.51
PAD 658.35
ASG 657.38
Δ 2.13
FFE 659.91
PAD 658.75
ASG 657.76
Δ 2.16
FFE 660.61
PAD 659.45
ASG 658.54
Δ 2.07
FFE 652.47
PAD 651.31
ASG 650.49
Δ 1.98
FFE 652.67
PAD 651.51
ASG 650.67
Δ 2.01
FFE 652.29
PAD 651.13
ASG 650.28
Δ 2.02
FFE 658.24
PAD 657.08
ASG 656.22
Δ 2.02
FFE 652.49
PAD 651.33
ASG 650.50
Δ 2.00
FFE 652.14
PAD 650.98
ASG 650.10
Δ 2.04
FFE 650.47
PAD 649.31
ASG 648.48
Δ 2.00
FFE 653.17
PAD 652.01
ASG 651.18
Δ 2.00
FFE 653.98
PAD 652.82
ASG 651.98
Δ 2.00
FFE 658.93
PAD 657.77
ASG 656.94
Δ 1.99
FFE 659.49
PAD 658.33
ASG 657.50
Δ 1.99
FFE 660.05
PAD 658.89
ASG 658.06
Δ 1.99
FFE 660.55
PAD 659.39
ASG 658.57
Δ 1.99
FFE 660.99
PAD 659.83
ASG 658.99
Δ 2.00
FFE 659.59
PAD 658.43
ASG 657.60
Δ 1.99
FFE 657.97
PAD 656.81
ASG 655.98
Δ 1.99
FFE 656.76
PAD 655.60
ASG 654.78
Δ 1.99
FFE 655.56
PAD 654.40
ASG 653.57
Δ 2.00
FFE 654.35
PAD 653.19
ASG 652.36
Δ 1.99
FFE 653.14
PAD 651.98
ASG 651.15
Δ 1.99
FFE 657.00
PAD 655.84
ASG 655.02
Δ 1.99
FFE 655.80
PAD 654.64
ASG 653.81
Δ 1.99
FFE 654.59
PAD 653.43
ASG 652.60
Δ 1.99
FFE 653.38
PAD 652.22
ASG 651.39
Δ 1.99
FFE 652.34
PAD 651.18
ASG 650.28
Δ 2.06
FFE 653.38
PAD 652.22
ASG 651.58
Δ 1.81
FFE 652.22
PAD 651.06
ASG 650.19
Δ 2.04
FFE 651.45
PAD 650.28
ASG 648.98
Δ 2.46
FFE 652.77
PAD 651.60
ASG 650.66
Δ 2.11 FFE 652.34
PAD 651.18
ASG 650.35
Δ 2.00
FFE 651.80
PAD 650.64
ASG 649.81
Δ 2.00 FFE 651.05
PAD 649.89
ASG 649.05
Δ 2.01 FFE 651.09
PAD 649.92
ASG 648.95
Δ 2.13
FFE 650.31
PAD 649.15
ASG 648.32
Δ 1.99
FFE 649.89
PAD 648.73
ASG 647.76
Δ 2.13
FFE 648.75
PAD 647.58
ASG 646.40
Δ 2.34
FFE 649.53
PAD 648.36
ASG 647.16
Δ 2.37
FFE 650.29
PAD 649.13
ASG 647.91
Δ 2.38
FFE 651.08
PAD 649.92
ASG 648.67
Δ 2.41
FFE 652.06
PAD 650.90
ASG 649.91
Δ 2.15
FFE 653.09
PAD 651.93
ASG 650.71
Δ 2.38
FFE 653.89
PAD 652.73
ASG 651.51
Δ 2.38
FFE 654.69
PAD 653.52
ASG 652.31
Δ 2.38
FFE 655.12
PAD 653.95
ASG 653.11
Δ 2.01
FFE 649.73
2ND FFE 660.23
PAD 648.56
ASG 657.86
Δ 2.37
FFE 650.50
2ND FFE 661.00
PAD 649.33
ASG 658.63
Δ 2.37
FFE 651.27
2ND FFE 661.77
PAD 650.11
ASG 659.41
Δ 2.37
FFE 652.05
2ND FFE 662.55
PAD 650.88
ASG 660.18
Δ 2.37
FFE 652.82
2ND FFE 663.32
PAD 651.65
ASG 660.95
Δ 2.37
FFE 653.59
2ND FFE 664.09
PAD 652.42
ASG 661.72
Δ 2.37
FFE 654.36
2ND FFE 664.86
PAD 653.20
ASG 662.50
Δ 2.37
FFE 655.14
2ND FFE 665.64
PAD 653.97
ASG 663.27
Δ 2.37
FFE 656.38
2ND FFE 666.88
PAD 655.21
ASG 664.89
Δ 1.99
FFE 656.70
2ND FFE 667.20
PAD 655.53
ASG 665.21
Δ 1.99
FFE 657.02
2ND FFE 667.52
PAD 655.85
ASG 665.53
Δ 1.99
FFE 657.34
2ND FFE 667.84
PAD 656.17
ASG 665.85
Δ 1.99
FFE 657.66
2ND FFE 668.16
PAD 656.49
ASG 666.17
Δ 1.99
FFE 657.98
2ND FFE 668.48
PAD 656.81
ASG 666.49
Δ 1.99
FFE 658.29
2ND FFE 668.79
PAD 657.13
ASG 666.80
Δ 1.99
FFE 658.61
2ND FFE 669.11
PAD 657.45
ASG 667.12
Δ 1.99
FFE 657.86
PAD 656.70
ASG 655.82
Δ 2.04
FFE 658.15
PAD 656.99
ASG 656.11
Δ 2.04
FFE 658.44
PAD 657.28
ASG 656.40
Δ 2.04
FFE 658.73
PAD 657.57
ASG 656.69
Δ 2.04
FFE 659.02
PAD 657.86
ASG 656.98
Δ 2.04
FFE 659.37
PAD 658.20
ASG 657.27
Δ 2.10
FFE 655.73
PAD 654.57
ASG 653.74
Δ 2.00 FFE 655.37
PAD 654.20
ASG 653.20
Δ 2.16
FFE 658.21
PAD 657.05
ASG 656.22
Δ 2.00
FFE 658.51
PAD 657.35
ASG 656.51
Δ 2.00
FFE 658.41
PAD 657.25
ASG 656.43
Δ 1.99
FFE 649.93
PAD 648.77
ASG 647.93
Δ 2.00
HP 653.07 G 652.49HP 653.32
G 652.92
G 653.87
G 654.30
G 654.24
G 655.22
G 656.10
G 656.53
G 655.65
G 654.67
G 652.11 G 650.60 G 649.41 G 648.87
G 651.68 G 650.17 G 648.98 G 648.44
HP 648.80
G 650.73
G 649.95
G 651.89G 653.10
G 653.53 G 652.32 G 651.16 G 650.38
HP 653.93
HP 653.78
G 650.78
G 650.78
G 657.18 G 655.94 G 654.74 G 653.53 G 652.32 G 651.28
G 656.75 G 655.51 G 654.31 G 653.10 G 651.89 G 650.85
HP 650.87
HP 651.68
HP 651.63
G 651.23
G 651.61
G 651.41
G 651.08
G 650.80
G 651.18
G 650.98
G 650.65
G 657.30 G 657.44 G 658.00 G 658.56 G 659.06 G 659.50
HP 649.27
G 659.93G 659.49G 658.99G 658.43G 657.87G 657.73
HP 658.73
HP 658.93
G 658.10 G 656.48 G 655.27 G 654.07 G 652.86 G 651.65
G 658.53 G 656.91 G 655.70 G 654.50 G 653.29 G 652.08
HP 652.48
HP 651.49
HP 651.04
G 650.66
G 651.09
G 650.76
G 651.19
G 651.00
G 651.43
G 651.17
G 651.60
G 650.85
G 651.28
G 650.65
G 651.08
HP 651.48
HP 651.14
HP 650.94
G 650.31
G 650.74
G 649.56
G 649.99
G 649.46
G 649.89
G 649.86
G 651.49
G 651.92
G 650.00
G 649.57
G 649.58
G 649.91 G 650.01
G 650.38
G 650.91
G 649.95
G 650.48
G 649.78
G 649.29
G 648.83
G 648.40
G 667.70 G 667.38 G 667.06 G 666.74 G 666.42 G 666.11 G 665.79 G 665.47 G 664.22 G 663.45 G 662.68 G 661.90 G 661.13 G 660.36 G 659.59 G 658.82 G 649.67 G 648.88 G 648.11 G 647.33 G 646.55G 653.28 G 652.48 G 651.68 G 650.76G 653.55
G 657.55 G 657.23 G 656.91 G 656.59 G 656.27 G 655.96 G 655.64 G 655.32 G 654.07 G 653.30 G 652.53 G 651.75 G 650.98 G 650.21 G 649.44 G 648.67 G 653.38 G 652.58 G 651.78 G 650.98 G 650.02 G 649.23 G 648.46 G 647.68 G 646.90G 653.90
G 657.45
G 657.15
G 656.85
G 657.35
G 656.50
G 657.85
G 656.80
G 657.10
G 657.00
G 657.50
G 658.09 G 657.74
G 658.25 G 658.10
G 658.85 G 658.50
G 659.55 G 659.20
G 656.50
G 656.80
G 657.09
G 657.38
G 657.67
G 657.96
G 658.30
G 656.16
G 656.45
G 656.74
G 657.03
G 657.32
G 657.61
G 657.96
STM
D6
STM
D7
STM
D5
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\NCC172039\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172039GP0.DWG PRINTED BY: TZOOK 3.02.18 @ 4:58 PM LAST SAVED BY: TZOOK
NCC172039
OR/JO/RB/TZ
MAT
03/02/18

MAIN STREET
STATION
RHH LAND
INVESTORS, LLC
8200 WAXHAW HWY (NC 75)
WAXHAW, NC
JACKSON TOWNSHIP
UNION COUNTY

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 SERVICES2018 BOHLER ENGINEERING043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA3/2/18
1"=30'
0 307.51530
1" = 30'
GP0
C-402
GRADING &
DRAINAGE
PLANNAD83MATCHLINE - SHEETC-403MATCHLINE - SHEET C-404
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSLOT
112
LOT
113
LOT
114
LOT
115
LOT
108
LOT
116
LOT
109
LOT
117
LOT
110
LOT
111
LOT
44
LOT
14
LOT
16
LOT
15
LOT
12
LOT
17
LOT
13
LOT
6LOT
18
LOT
19
LOT
7LOT
20
LOT
1
LOT
8
LOT
9
LOT
2
LOT
3
LOT
10
LOT
4
LOT
11 LOT
5
LOT
107
PROP. WET POND 2
±12,000SF LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD 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 LOD LOD LOD LOD LOD LOD
LOD
GABION BASKET BAFFLE WALL
CLASS I - 10" DIAMETER RIPRAP
TOP = 622.0'
PROP. POND BENCH AREA
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
E E OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OHOHOHWWWWWWWWWWWWW W W W W W W
W
W W W W W W W W W W W W W W W W W W W W W WAlley BPublic Road - AAlley EAlley E648
649649
6306356
4
0
64
5 6456506
5
0
6276286296316326336346
3
6
6
3
7
6
3
8
6
3
96416426
4
3
6
4
4
64
6 64664
7 647648648649649635640645636637638639641642643644646647648620
625
617
618
619
621
622623624645645
6
5
0
650650650
641
642
643
644
646646
647647
648648
649649
649
6
4
9
650
650
649
6
4
9
649S S SSSSSS STM
B9
STM
B7
STM
B6
STM
B5
STM
B4
STM
B3
STM
B2
STM
B12
STM
B10
STM
A39
STM
A40
STM
A38
STM
A18
STM
A17
STM
A37
STM
A43
STM
A19
STM
B8
STM
B11
STM
B1
STM
C5 STM
C4
STM
C3
STM
C6 STM
C2
SAN
A10
SAN
A9
SAN
A8
SAN
A23
SAN
A6A
SAN
A5
SAN
A4
SAN
A3
SAN
A2
SAN
A1
SAN
EXA
SAN
A7
SAN
A6
PERMANENT CUT SLOPE
MAX SLOPE 1:1
MAX HEIGHT 10'
FFE 650.84
PAD 649.68
ASG 648.84
Δ 2.00
FFE 651.77
PAD 650.61
ASG 649.74
Δ 2.03
FFE 647.96
PAD 646.79
ASG 645.65
Δ 2.31
FFE 651.77
PAD 650.61
ASG 649.77
Δ 2.01
FFE 650.25
PAD 649.08
ASG 648.34
Δ 1.91
FFE 652.97
PAD 651.81
ASG 650.98
Δ 1.99
FFE 651.05
PAD 649.89
ASG 649.05
Δ 2.01 FFE 651.09
PAD 649.92
ASG 648.95
Δ 2.13
FFE 651.35
PAD 650.19
ASG 649.36
Δ 1.99 FFE 651.83
PAD 650.67
ASG 649.84
Δ 1.99 FFE 652.72
PAD 651.56
ASG 650.73
Δ 2.00
FFE 652.50
PAD 651.34
ASG 650.51
Δ 1.99 FFE 651.60
PAD 650.44
ASG 649.61
Δ 1.99 FFE 650.93
PAD 649.77
ASG 648.94
Δ 1.99
FFE 648.05
PAD 646.89
ASG 645.97
Δ 2.09
FFE 646.39
PAD 645.23
ASG 644.30
Δ 2.09
FFE 650.84
PAD 649.68
ASG 648.84
Δ 2.01
FFE 650.31
PAD 649.15
ASG 648.32
Δ 1.99
FFE 649.89
PAD 648.73
ASG 647.76
Δ 2.13
FFE 649.49
PAD 648.33
ASG 647.75
Δ 1.74
FFE 648.39
PAD 647.22
ASG 646.95
Δ 1.55
FFE 646.99
PAD 645.82
ASG 645.92
Δ 1.92
FFE 644.39
PAD 643.22
ASG 643.24
Δ 1.84
FFE 642.99
PAD 641.82
ASG 641.90
Δ 1.90
FFE 641.58
PAD 640.42
ASG 640.56
Δ 1.97
FFE 638.99
PAD 637.82
ASG 637.65
Δ 1.65
FFE 637.82
PAD 636.65
ASG 636.42
Δ 1.59
FFE 637.11
PAD 635.95
ASG 635.45
Δ 1.66
FFE 636.48
PAD 635.31
ASG 634.38
Δ 2.10
FFE 648.75
PAD 647.58
ASG 646.40
Δ 2.34
FFE 649.53
PAD 648.36
ASG 647.16
Δ 2.37
PAD 649.13
ASG 647.91
G 650.74
G 649.56
G 649.99
G 649.46
G 649.89
G 649.86
G 650.29
G 650.34
G 650.77
G 651.23
G 651.66
HP 652.06
HP 652.31
HP 651.76
G 651.91
G 651.44
G 650.54
G 649.87G 651.48
G 651.01
G 650.11
G 649.44
G 646.56
G 644.90
G 646.99
G 645.33
HP 647.55
HP 648.05G 650.71
G 649.78
G 649.29
G 648.83
G 648.40
G 648.82
G 649.35
G 650.28
G 651.11
G 651.11
G 650.71
G 650.28
G 649.78
G 649.35
G 651.11
G 651.11
G 649.18
G 648.75
G 648.43
G 648.00
G 647.32
G 646.89
G 645.92
G 645.49
G 643.32
G 642.89
G 641.92
G 641.49
G 640.52
G 640.09
G 637.92
G 637.49
G 636.75
G 636.32
G 636.05
G 635.62
G 635.41
G 634.98
HP 643.52 HP 643.72
HP 638.17
HP 638.32
G 648.88 G 648.11 G 647.33 G 646.55
G 649.23 G 648.46 G 647.68 G 646.90
STM
D4
STM
D3
STM
D2
STM
D1
G 616.50
PP 622.00
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\NCC172039\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172039GP0.DWG PRINTED BY: TZOOK 3.02.18 @ 4:58 PM LAST SAVED BY: TZOOK
NCC172039
OR/JO/RB/TZ
MAT
03/02/18

MAIN STREET
STATION
RHH LAND
INVESTORS, LLC
8200 WAXHAW HWY (NC 75)
WAXHAW, NC
JACKSON TOWNSHIP
UNION COUNTY

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 SERVICES2018 BOHLER ENGINEERING043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA3/2/18
1"=30'
0 307.51530
1" = 30'
GP0
C-403
GRADING &
DRAINAGE
PLANNAD83MATCHLINE - SHEETC-402MATCHLINE - SHEETC-405
N16°02'35"W 449.30'N88°54'03"E
1147.84'
PROP. WET POND 1
±44,900SF
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODPROP. 20'X11.5' EMERGENCY
SPILLWAY WEIR
CREST ELEV.=635.5'
PROP. 4'X4' POND
OUTLET CONTROL WEIR
CREST ELEV.=635.0'
PROP. CLASS I - 15" THICK
RIPRAP ARMOR FOR
FOREBAY BERM
ELEV.=630.5'
WIDTH=8'
PROP. POND BENCH AREA
PROP. CHAINLINK POND
FENCE WITH GATE DOORS
630630630630
635635635635
640
645
650
655 626626627627627627628628 628628629629629 629631
631632
632633
633634
634636636
636637637638638639639
641642643644
646647648649
651652653654
656
630
630
635
635
64
0
645
650
629
629
631
631
632
632
633
633
634
634
636
636637638639
64
1642643644
646
647
648
649
651
6
5
0
6
5
0655651652653654656657657658658
STM
A22
STM
A23
STM
A2
STM
A21
STM
A20
STM
A45
STM
A-MH1
STM
A1
STM
A-OCS
STM
A-OUT
G 626.00
G 627.00
PP 631.50
INFLOW
WET POND 1 (WEST) CROSS SECTION
NTS (10:1 VERTICAL EXAGGERATION)
50-YEAR 6 HOUR STORM @ ELEVATION 634.32'
TEMPORARY POOL (1" WQV) @ ELEVATION 632.50'
PERMANENT POOL @ ELEVATION 631.50'
2-YEAR 6 HOUR STORM @ ELEVATION 632.51'
ANTI-SEEP COLLARS
2:1 SIDE SLOPES
2:1 SLOPES UNDER PERMANENT POOL
6' WIDE, 6:1 VEGETATED SHELF
20' WIDE CIPOLETTI SPILLWAY ELEV. 635.50'
LINED WITH 18" THICK CLASS 1 RIP-RAP
BOTTOM OF POND ELEV. 626.0'
SEDIMENT CLEANOUT ELEV. 626.50'
TOP OF POND ELEV. 636.00'
CLASS 1, 15" THICK RIP-RAP
DIMENSIONS SHOWN ON SHEET C-4.1
DRAWDOWN PIPE
MAX 3:1 SLOPES FOR TEMPORARY POOL
2:1 AND 3:1 SLOPES ABOVE TEMPORARY POOL (SEE PLAN)
BOTTOM OF POND ELEV. 627.0'
SEDIMENT CLEANOUT ELEV. 627.50'
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
1-YEAR 24 HOUR STORM @ ELEVATION 632.84'
10-YEAR 6 HOUR STORM @ ELEVATION 633.53'
WET POND 1 (WEST)
SPILLWAY DETAIL
NTS
CIPOLETTI EMERGENCY
SPILLWAY ELEV. 635.50'
18" THICK CLASS 1 RIP-RAP
3:1 SIDE SLOPES
TOP OF POND ELEV. 636.00'
20'
WET POND 1 (WEST) RISER STRUCTURE
NTS
TOP OF POND ELEV. 636.00'
TOP OF RISER ELEV. 635.00'
4' X 4' BOX STRUCTURE
(INTERNAL DIMS)
PERMANENT POOL ELEV. 631.50'
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 3" ORIFICE WITH
ANTI-CLOGGING DRAWDOWN
ASSEMBLY WHEN SKIMMER BASIN
CONVERTED TO WET POND
ELEV. 631.50'
FABRICATED ALUMINUM BAR
GRATE TRASH RACK WITH
5"X5" OPENINGS
18" OUTLET CULVERT
ELEV. 630.50'
CONVERT HOLE FROM SKIMMER
TO PERMANENT 3" ORIFICE
WHEN SKIMMER BASIN
CONVERTED TO WET POND
ELEV. 631.50'
18" OUTLET CULVERT
ELEV. 630.50'
12"X6" RECTANGULAR WEIR
ELEV. 633.00
12"X6" RECTANGULAR WEIR
ELEV. 633.00
1.5'5'
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\NCC172039\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172039GP0.DWG PRINTED BY: TZOOK 3.02.18 @ 4:58 PM LAST SAVED BY: TZOOK
NCC172039
OR/JO/RB/TZ
MAT
03/02/18

MAIN STREET
STATION
RHH LAND
INVESTORS, LLC
8200 WAXHAW HWY (NC 75)
WAXHAW, NC
JACKSON TOWNSHIP
UNION COUNTY

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 SERVICES2018 BOHLER ENGINEERING043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA3/2/18
1"=30'
0 307.51530
AS NOTED
GP0
C-403
PERMANENT
POND DETAILS
(WEST)NAD83VARIESVARIES10'10'
5% MAX
20'
10%10%
3:1
3:1
6" THICK ABC
TYPICAL ROADWAY SECTION
12" MIN.
SEPARATOR GEOTEXTILE
COMPACTED SUBGRADE
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 RCPNOT 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
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
MATCHLINE - SHEET C-402
SSSSSSSSSSSN88
°
5
2
'
0
6
"
E

1
5
7
3
.
9
9
'
C2
PROP. WET POND 2
±12,000SF
PROP. 4'X4' POND
OUTLET CONTROL WEIR
CREST ELEV.=624.75'
LOD
LODLODLODLOD
LOD
LOD
LO
DLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LODLODLOD
LOD
LOD
LOD
LOD
LOD
PROP. 20'X10' EMERGENCY
SPILLWAY WEIR
CREST ELEV.=625.5'
GABION BASKET BAFFLE WALL
CLASS I - 10" DIAMETER RIPRAP
TOP = 622.0'
PROP. POND BENCH AREA
PROP. CHAINLINK POND
FENCE WITH GATE DOORS
OH OH OH OH OH OH OH OH630627628629631632620
625
617
618
619
621
622623624
STM
B3
STM
B2
STM
B12
STM
B10
STM
B-OCS
STM
B-MH1
STM
B11
STM
B1
STM
B-OUT
STM
C5 STM
C4
STM
C3
STM
C6 STM
C2
STM
- (135)
STM
C1
STM
- (134)
SAN
A1
SAN
EXA
PERMANENT CUT SLOPE
MAX SLOPE 1:1
MAX HEIGHT 10'
G 616.50
PP 622.00
WET POND 2 (EAST) CROSS SECTION
NTS (10:1 VERTICAL EXAGGERATION)
2:1 SLOPES UNDER PERMANENT POOL
(SEE PLAN)
2:1 SLOPES UNDER PERMANENT POOL (SEE PLAN)
3:1 SLOPES ABOVE PERMANENT POOL
6' WIDE, 6:1 VEGETATED SHELF
6' WIDE, 6:1 VEGETATED SHELF
GABION BASKET BAFFLE WALL (NCDOT SPEC 16-160)
SPILLWAY AT PERMANENT POOL ELEVATION
TOP OF POND = 626.00'
BOTTOM OF POND = 616.50'
TOP OF SEDIMENT STORAGE = 617.00'
TOP OF RISER STRUCTURE = 624.75'
EMERGENCY SPILLWAY ELEV = 625.50'
LINED WITH 18" THICK CLASS B RIP-RAP
PUMP TO DRAIN IF
NECESSARY FOR POND
MAINTENANCE
3:1 SLOPES TO TEMPORARY POOL
EMBED BOTTOM OF
GABION BASKET
WALL ±1'ARMOR BOTTOM OF
WALL WITH CLASS I
RIP-RAP
AFTER STABILIZATION BUT PRIOR TO PAVING, POND
TO BE DREDGED AND CONVERTED FROM SKIMMER
SEDIMENT BASIN TO PERMANENT WET POND.
SEDIMENT DEPTH
MARKER
3'INFLOW
6'
ANTI-SEEP COLLARS
OUTFLOW
TEMPORARY POOL (1" WQV) @ ELEVATION 623.00'
50-YEAR 6 HOUR STORM @ ELEVATION 624.72'
PERMANENT POOL @ ELEVATION 622.00'
2-YEAR 6 HOUR STORM @ ELEVATION 622.98'
10-YEAR 6 HOUR STORM @ ELEVATION 623.81'
SEASONAL HIGH WATER TABLE @ ELEVATION 621.50'
1-YEAR 24 HOUR STORM @ ELEVATION 623.10'
WET POND 2 (EAST)
SPILLWAY DETAIL
NTS
CIPOLETTI EMERGENCY
SPILLWAY ELEV. 625.50'
18" THICK CLASS 1 RIP-RAP
3:1 SIDE SLOPES
TOP OF POND ELEV. 626.00'
20'
4' X 4' BOX STRUCTURE
(INTERNAL DIMS)
NOTES:
SEE NCDOT STANDARDS FOR
OUTLET STRUCTURE BOX, GRATE,
REINFORCING, ETC.
ALL CONCRETE TO BE 3,600 PSI
COMPRESSIVE STRENGTH.
FABRICATED ALUMINUM BAR
GRATE TRASH RACK WITH
5"X5" OPENINGS
15" OUTLET CULVERT
INV. 615.15'
CONVERT HOLE FROM SKIMMER
TO PERMANENT 1.5" ORIFICE
WHEN SKIMMER BASIN
CONVERTED TO WET POND
ELEV. 622.00'
5'
PERMANENT POOL ELEV. 622.00'
TOP OF RISER ELEV. 624.75'
TOP OF POND ELEV. 626.00'
PERMANENT 3" SECONDARY ORIFICE
ELEV. 622.98'
CONVERT HOLE FROM SKIMMER
TO PERMANENT 1.5" ORIFICE
WHEN SKIMMER BASIN
CONVERTED TO WET POND
ELEV. 622.00'
PERMANENT 3" SECONDARY ORIFICE
ELEV. 622.98'
5'X5'X3' CONCRETE BALLAST PAD
(INCLUDING PRECAST BOX WALLS
AND BOTTOM SLAB, FILL BOTTOM
OF STRUCTURE TO 3' BELOW
OUTLET CULVERT WITH CONCRETE
AND PROVIDE SMOOTH FINISH AT
INVERT OF STRUCTURE)3'WET POND 2 (EAST) RISER STRUCTURE
NTS
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\NCC172039\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172039GP0.DWG PRINTED BY: TZOOK 3.02.18 @ 4:59 PM LAST SAVED BY: TZOOK
NCC172039
OR/JO/RB/TZ
MAT
03/02/18

MAIN STREET
STATION
RHH LAND
INVESTORS, LLC
8200 WAXHAW HWY (NC 75)
WAXHAW, NC
JACKSON TOWNSHIP
UNION COUNTY

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 SERVICES2018 BOHLER ENGINEERING043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA3/2/18
AS NOTED
GP0
C-403
PERMANENT
POND DETAILS
(EAST)
1"=60'
0 60153060NAD83VARIESVARIES10'10'
5% MAX
20'
10%10%
3:1
3:1
6" THICK ABC
TYPICAL ROADWAY SECTION
12" MIN.
SEPARATOR GEOTEXTILE
COMPACTED SUBGRADE
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 RCPNOT 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
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
MATCHLINE - SHEETC-4.2
STORM STRUCTURE SCHEDULE
NAME
A-MH1
A-OCS
A-OUT
A1
A2
A3
A4
A5
A6
A7
A8
A9
A10
A11
A12
A13
A14
A15
A16
A17
A18
A19
A20
A21
A22
A23
A24
A25
A26
A27
A28
A29
A30
A31
A32
A33
A34
A35
A36
A37
A38
A39
A40
A41
A42
A43
A44
A45
A46
A47
TYPE
NCDOT STD MANHOLE
OUTLET CONTROL STRUCTURE
DOGHOUSE NCDOT STD MANHOLE
PROP. FES
GRATE INLET 6X6 NCDOT STD 840.16
NCDOT STD 60" MANHOLE
CURB INLET 5X5 NCDOT STD 840.03
CURB INLET 5X5 NCDOT STD 840.03
DBL GRATE INLET 8X8 NCDOT STD 840.16
NCDOT STD 60" MANHOLE
CURB INLET NCDOT STD 840.03
CURB INLET NCDOT STD 840.03
CURB INLET NCDOT STD 840.03
CURB INLET NCDOT STD 840.03
NCDOT STD MANHOLE
GRATE INLET NCDOT STD 840.16
GRATE INLET NCDOT STD 840.16
GRATE INLET NCDOT STD 840.16
GRATE INLET NCDOT STD 840.16
GRATE INLET NCDOT STD 840.16
CURB INLET NCDOT STD 840.03
CURB INLET NCDOT STD 840.03
PROP. FES
GRATE INLET NCDOT STD 840.16
NCDOT STD MANHOLE
GRATE INLET NCDOT STD 840.16
CURB INLET NCDOT STD 840.03
CURB INLET NCDOT STD 840.03
CURB INLET NCDOT STD 840.03
CURB INLET NCDOT STD 840.03
GRATE INLET NCDOT STD 840.16
GRATE INLET NCDOT STD 840.16
GRATE INLET NCDOT STD 840.16
NCDOT STD MANHOLE
CURB INLET NCDOT STD 840.03
CURB INLET NCDOT STD 840.03
CURB INLET NCDOT STD 840.03
CURB INLET NCDOT STD 840.03
CURB INLET NCDOT STD 840.03
CURB INLET NCDOT STD 840.03
CURB INLET NCDOT STD 840.03
CURB INLET NCDOT STD 840.03
CURB INLET NCDOT STD 840.03
CURB INLET NCDOT STD 840.03
GRATE INLET NCDOT STD 840.16
GRATE INLET NCDOT STD 840.16
GRATE INLET NCDOT STD 840.16
PROP. HEADWALL
PROP. 18" FES
PROP. 18" HEADWALL
RIM ELEV.
(FT.)
635.73'
632.21'
629.19'
634.25'
649.24'
650.52'
649.19'
649.18'
650.03'
651.19'
647.39'
647.39'
651.02'
651.02'
648.23'
647.79'
654.06'
648.29'
647.64'
645.77'
646.70'
646.23'
637.25'
653.61'
657.84'
655.94'
655.97'
655.78'
656.16'
657.25'
656.55'
654.04'
654.98'
655.78'
656.29'
655.85'
649.72'
649.62'
649.52'
648.66'
648.41'
649.34'
649.09'
649.54'
650.50'
648.60'
651.83'
635.94'
647.93'
654.44'
INVERTS
INV IN = 630.10' (18")
INV IN = 631.17' (15")
INV OUT = 630.10' (18")
INV OUT = 630.50' (18")
INV IN = 625.24' (18")
INV IN = 631.50' (48")
INV IN = 632.75' (42")
INV IN = 641.59' (15")
INV OUT = 632.26' (48")
INV IN = 634.00' (42")
INV OUT = 634.00' (42")
INV IN = 634.25' (42")
INV OUT = 634.25' (42")
INV IN = 635.10' (36")
INV IN = 636.20' (24")
INV OUT = 634.70' (42")
INV IN = 636.00' (36")
INV IN = 637.70' (15")
INV OUT = 636.00' (36")
INV IN = 637.05' (30")
INV OUT = 636.55' (36")
INV IN = 638.05' (24")
INV IN = 641.80' (18")
INV OUT = 637.55' (30")
INV OUT = 638.45' (24")
INV OUT = 638.75' (24")
INV IN = 642.52' (18")
INV OUT = 642.50' (18")
INV OUT = 642.72' (18")
INV IN = 639.00' (24")
INV OUT = 639.00' (24")
INV IN = 641.07' (15")
INV IN = 639.80' (24")
INV OUT = 639.80' (24")
INV OUT = 648.97' (15")
INV IN = 641.92' (18")
INV IN = 640.68' (24")
INV OUT = 642.20' (15")
INV IN = 641.99' (15")
INV IN = 642.24' (18")
INV OUT = 642.24' (18")
INV IN = 642.52' (18")
INV OUT = 642.42' (18")
INV OUT = 642.73' (18")
INV IN = 635.00' (24")
INV IN = 644.15' (24")
INV OUT = 637.90' (24")
INV IN = 645.24' (24")
INV OUT = 645.24' (24")
INV IN = 645.98' (24")
INV OUT = 645.97' (24")
INV IN = 646.47' (18")
INV OUT = 654.26' (18")
INV OUT = 646.47' (24")
INV IN = 654.07' (18")
INV IN = 646.83' (18")
INV OUT = 646.83' (18")
INV IN = 647.18' (18")
INV OUT = 647.18' (18")
INV IN = 647.76' (18")
INV OUT = 647.76' (18")
INV IN = 648.34' (18")
INV OUT = 648.34' (18")
INV IN = 648.67' (18")
INV OUT = 648.67' (18")
INV IN = 649.12' (18")
INV OUT = 649.12' (18")
INV IN = 649.43' (18")
INV OUT = 649.43' (18")
INV OUT = 649.60' (18")
INV IN = 636.43' (24")
INV OUT = 636.43' (24")
INV IN = 646.17' (18")
INV IN = 636.98' (24")
INV OUT = 636.98' (24")
INV OUT = 646.37' (18")
INV IN = 645.36' (18")
INV IN = 638.14' (18")
INV OUT = 637.64' (24")
INV OUT = 645.52' (18")
INV IN = 643.27' (18")
INV OUT = 641.75' (18")
INV OUT = 643.43' (18")
INV OUT = 641.45' (15")
INV IN = 642.05' (15")
INV OUT = 642.05' (15")
INV OUT = 643.65' (15")
INV OUT = 642.00' (15")
INV OUT = 632.42' (15")
INV IN = 653.00' (18")
INV OUT = 653.75' (18")
STORM STRUCTURE SCHEDULE
NAME
B-MH1
B-OCS
B-OUT
B1
B2
B3
B4
B5
B6
B7
B8
B9
B10
B11
B12
TYPE
NCDOT STD MANHOLE
OUTLET CONTROL STRUCTURE
PROP. FES
PROP. FES
CURB INLET NCDOT STD 840.03
CURB INLET NCDOT STD 840.03
GRATE INLET NCDOT STD 840.16
CURB INLET NCDOT STD 840.03
CURB INLET NCDOT STD 840.03
CURB INLET NCDOT STD 840.03
GRATE INLET NCDOT STD 840.16
CURB INLET NCDOT STD 840.03
PROP. FES
CURB INLET NCDOT STD 840.03
CURB INLET NCDOT STD 840.03
RIM ELEV.
(FT.)
615.91'
616.59'
613.04'
623.71'
630.17'
630.95'
635.36'
636.26'
640.39'
640.64'
644.30'
644.12'
625.05'
626.56'
626.79'
INVERTS
INV IN = 611.96' (15")
INV OUT = 611.95' (15")
INV OUT = 615.15' (15")
INV IN = 611.60' (15")
INV IN = 622.00' (24")
INV IN = 622.82' (18")
INV OUT = 622.32' (24")
INV IN = 623.43' (18")
INV OUT = 623.43' (18")
INV IN = 627.18' (18")
INV OUT = 625.04' (18")
INV IN = 629.30' (18")
INV OUT = 628.50' (18")
INV IN = 634.36' (18")
INV OUT = 634.19' (18")
INV IN = 635.41' (15")
INV IN = 635.00' (18")
INV OUT = 635.00' (18")
INV OUT = 637.12' (15")
INV OUT = 635.50' (18")
INV IN = 623.34' (18")
INV IN = 623.63' (18")
INV OUT = 623.63' (18")
INV OUT = 623.83' (18")
STORM STRUCTURE SCHEDULE
NAME
- (134)
- (135)
C1
C2
C3
C4
C5
C6
TYPE
CYLINDRICAL JUNCTION STRUCTURE NF
CYLINDRICAL JUNCTION STRUCTURE NF
GRATE INLET NCDOT STD 840.16
PROP. FES
CURB INLET NCDOT STD 840.03
CURB INLET NCDOT STD 840.03
DBL CURB INLET NCDOT STD 840.03
GRATE INLET NCDOT STD 840.16
RIM ELEV.
(FT.)
614.96'
621.08'
619.84'
621.49'
623.40'
625.09'
625.87'
622.10'
INVERTS
INV OUT = 615.55' (18")
INV IN = 615.87' (18")
INV IN = 620.05' (15")
INV IN = 620.28' (15")
INV IN = 620.28' (15")
INV OUT = 620.28' (15")
INV IN = 621.82' (15")
INV OUT = 621.82' (15")
INV OUT = 622.79' (15")
INV OUT = 620.37' (15")
STORM STRUCTURE SCHEDULE
NAME
D1
D2
D3
D4
D5
D6
D7
TYPE
CURB INLET NCDOT STD 840.03
CURB INLET NCDOT STD 840.03
CURB INLET NCDOT STD 840.03
CURB INLET NCDOT STD 840.03
CURB INLET NCDOT STD 840.03
CURB INLET NCDOT STD 840.03
DBL GRATE INLET NCDOT STD 840.16
RIM ELEV.
(FT.)
629.45'
633.23'
641.36'
644.47'
654.18'
663.37'
662.13'
INVERTS
INV IN = 625.22' (24")
INV IN = 629.02' (24")
INV OUT = 629.02' (24")
INV IN = 637.07' (15")
INV OUT = 637.07' (24")
INV IN = 640.22' (15")
INV OUT = 640.22' (15")
INV IN = 649.89' (15")
INV OUT = 649.89' (15")
INV IN = 658.28' (15")
INV OUT = 658.28' (15")
INV OUT = 658.57' (15")
STORM SEWER PIPE SCHEDULE
FROM
A47
A45
A44
A43
A42
A41
A40
A39
A38
A37
A36
A35
A34
A33
A32
A31
A30
A28
A27
A26
A26
A24
A23
A22
A21
A20
A19
A18
A17
A15
A14
A13
A12
A11
A10
A9
A9
A8
A7
A6
A5
A4
A3
A2
A-OCS
A-MH1
TO
A46
A-MH1
A6
A42
A2
A39
A37
A37
A35
A35
A34
A5
A32
A31
A30
A29
A29
A28
A27
A24
A25
A24
A23
A22
A21
A18
A17
A15
A16
A13
A15
A13
A10
A8
A12
A8
A7
A6
A5
A4
A3
A2
A1
A-MH1
A-OUT
FROM
INV
653.75'
632.42'
642.00'
643.65'
642.05'
641.45'
643.43'
641.75'
645.52'
637.64'
646.37'
636.98'
636.43'
649.60'
649.43'
649.12'
648.67'
647.76'
647.18'
646.83'
646.83'
654.26'
645.98'
645.24'
644.15'
635.00'
642.73'
642.42'
642.24'
642.20'
648.97'
639.80'
639.00'
642.72'
642.50'
638.75'
638.45'
637.55'
636.55'
636.00'
634.70'
634.25'
634.00'
632.26'
630.50'
630.10'
TO
INV
653.00'
631.17'
637.70'
642.05'
641.59'
641.18'
643.27'
638.14'
645.36'
636.98'
646.17'
636.43'
636.20'
649.43'
649.12'
648.67'
648.34'
648.34'
647.76'
647.18'
646.47'
654.07'
646.47'
645.97'
645.24'
637.90'
642.52'
642.24'
641.92'
641.99'
641.07'
640.68'
639.80'
642.52'
641.80'
639.00'
638.05'
637.05'
636.00'
635.10'
634.25'
634.00'
632.75'
631.50'
630.10'
625.24'
PIPE
LENGTH
66.43'
125.37'
71.76'
255.87'
102.26'
55.61'
32.00'
248.20'
32.00'
131.04'
41.36'
110.00'
49.16'
35.75'
62.45'
89.83'
66.77'
116.14'
116.14'
68.00'
72.44'
32.06'
100.16'
148.61'
216.61'
57.93'
41.93'
34.57'
66.31'
40.47'
266.30'
175.86'
80.00'
40.00'
137.66'
20.36'
40.00'
72.85'
76.05'
93.44'
40.16'
27.27'
80.85'
151.34'
33.69'
365.32'
SLOPE
(%)
1.13%
1.00%
5.99%
0.63%
0.45%
0.48%
0.50%
1.46%
0.50%
0.50%
0.50%
0.50%
0.48%
0.46%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.60%
0.49%
0.49%
0.50%
5.00%
0.50%
0.50%
0.49%
0.52%
2.97%
-0.50%
-1.00%
0.50%
0.51%
-1.23%
1.00%
0.69%
0.72%
0.96%
1.12%
0.92%
1.55%
0.50%
1.19%
1.33%
DIAMETER
(IN.)
18"
15"
15"
15"
15"
15"
18"
18"
18"
24"
18"
24"
24"
18"
18"
18"
18"
18"
18"
18"
18"
18"
24"
24"
24"
24"
18"
18"
18"
15"
15"
24"
24"
18"
18"
24"
24"
30"
36"
36"
42"
42"
42"
48"
18"
18"
MATERIAL
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
STORM SEWER PIPE SCHEDULE
FROM
B12
B11
B9
B8
B7
B6
B5
B4
B3
B2
B-MH1
TO
B11
B10
B7
B7
B6
B5
B4
B3
B2
B1
B-OUT
B-MH1
FROM
INV
623.83'
623.63'
635.50'
637.12'
635.00'
634.19'
628.50'
625.04'
623.43'
622.32'
611.95'
615.15'
TO
INV
623.63'
623.34'
635.00'
635.41'
634.36'
629.30'
627.18'
623.43'
622.82'
622.00'
611.60'
611.96'
PIPE
LENGTH
29.47'
48.10'
76.60'
100.91'
32.00'
104.96'
42.45'
80.54'
40.69'
31.64'
59.13'
251.25'
SLOPE
(%)
0.68%
0.60%
0.65%
1.70%
1.99%
4.66%
3.11%
2.00%
1.50%
1.00%
0.60%
1.27%
DIAMETER
(IN.)
18"
18"
18"
15"
18"
18"
18"
18"
18"
24"
15"
15"
MATERIAL
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
STORM SEWER PIPE SCHEDULE
FROM
C6
C5
C4
C3
C1
TO
C3
C4
C3
C2
- (135)
FROM
INV
620.37'
622.79'
621.82'
620.28'
615.87'
TO
INV
620.28'
621.82'
620.28'
620.05'
615.55'
PIPE
LENGTH
10.64'
87.12'
70.85'
38.25'
16.15'
SLOPE
(%)
0.84%
1.11%
2.18%
0.60%
-2.00%
DIAMETER
(IN.)
15"
15"
15"
15"
18"
MATERIAL
RCP
RCP
RCP
RCP
RCP
STORM SEWER PIPE SCHEDULE
FROM
D7
D6
D5
D4
D3
D2
TO
D6
D5
D4
D3
D2
D1
FROM
INV
658.57'
658.28'
649.89'
640.22'
637.07'
629.02'
TO
INV
658.28'
649.89'
640.22'
637.07'
629.02'
625.22'
PIPE
LENGTH
8.15'
220.22'
244.89'
80.75'
200.00'
121.85'
SLOPE
(%)
3.62%
3.81%
3.95%
3.91%
4.03%
3.11%
DIAMETER
(IN.)
15"
15"
15"
15"
24"
24"
MATERIAL
RCP
RCP
RCP
RCP
RCP
RCP
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
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DATE:
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SHEET NUMBER:
SHEET TITLE:
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H:\2017\NCC172039\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172039GP0.DWG PRINTED BY: TZOOK 3.02.18 @ 4:59 PM LAST SAVED BY: TZOOK
NCC172039
OR/JO/RB/TZ
MAT
03/02/18

MAIN STREET
STATION
RHH LAND
INVESTORS, LLC
8200 WAXHAW HWY (NC 75)
WAXHAW, NC
JACKSON TOWNSHIP
UNION COUNTY

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 SERVICES2018 BOHLER ENGINEERING043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA3/2/18
1" = 40'
GP0
C-417
ALLEY F PLAN &
PROFILE
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS25°41
'35
"E

363
.65
'
S63°46'52"W
918.23'N3
2
°
4
7
'
0
3
"W

1
5
8
.
7
6
'
S62°17'15"W
90.11'
N45°04'56"W
274.64'N16°02'35"W 449.30
'
N88°54'03"E
1147.84'N88°29'48"E
52.52'N88°52'06"E 1573.99'
C2
S63°4
6'
5
2"
W
4
0
6.
8
5'
CSX RAILROAD
WAXH
A
W
H
W
Y
N
C
7
5
WAXH
A
W
H
W
Y
N
C
7
5
PROP. WET POND 2
±12,000SF
PROP. WET POND 1
±44,900SF LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD
LOD
LOD
LOD
L
O
D
LOD
LODLODLOD
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
LOD
LOD
LOD
LOD
LOD
LOD
LOD
GABION BASKET
BAFFLE WALL
CLASS I - 10"
DIAMETER
RIPRAP
TOP = 622.0'PROP.
20'X11.5'
EMERGENCY
SPILLWAY
WEIR
CREST
ELEV.=635.5'
PROP. 4'X4'
POND
OUTLET
CONTROL
WEIR
CREST
ELEV.=635.0'
PROP.
CLASS I - 15"
THICK
RIPRAP
ARMOR FOR
FOREBAY
BERM
ELEV.=630.5'
WIDTH=8'
PROP. POND
BENCH AREA
PROP. POND
BENCH AREA
PROP.
CHAINLINK
POND
FENCE WITH
GATE DOORS
PROP.
CHAINLINK
POND
FENCE WITH
GATE DOORS
SSSSWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W W
W
20'15'
20'8'
15'4'8'20'8'
19.5'
20'4'
OH
OH
OH
OH
E
E
E
E
E
E
E
E
E
E
E
E
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OHWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWWWWW18'
18'14.5
'9.6
'
8'
8'
PROP. CONNECTION TO
EX. SEWER MH
PROP. RELOCATED POWER POLE
SERVICES TO OTHER SIDE OF
WAXHAW HWY TO BE EXTENDED
POTENTIAL RELOCATED POWER POLE
TO RUN UNDERGROUND TO NEW
ELECTRIC SYSTEM DESIGNED BY OTHERS
PROP. RELOCATED POWER POLE (TYP.)
PROP. PUBLIC
FIRE HYDRANT
3/4" IRRIGATION
METER AND BFP
3/4" IRRIGATION
METER AND BFP
PROP. 8" PVC
WATER MAIN
PROP. PUBLIC
FIRE HYDRANT
PROP. 8" PVC
WATER MAIN PROP. PUBLIC
FIRE HYDRANT
±45LF JACK AND BORE
FOR WATERLINE TO SITE
PROP. 12"X8" TAPPING SADDLE AND
GATE VALVE
PROP. 8" WATER MAIN
DEAD END
MIN. 0.6% SLOPE ON SEWER
NOT TERMINAL RUN, EXTENSION
OFFSITE BY OTHERS
MIN. 4' COVER TO BE
PROVIDED AT MANHOLE
FOR FUTURE EXTENSION
PROP. 8" PVC SAN @
MIN 1% SLOPE
PROP. 8" PVC SAN @
MIN 1% SLOPE
PROP. 8" PVC SAN @
MIN 1% SLOPE
PROP. 8" PVC SAN @
MIN 1% SLOPE
PROP. 20' SEWER
EASEMENT (TYP)
PROP. 20' SEWER
EASEMENT (TYP)
PROP. 20' SEWER
EASEMENT (TYP)
PROP. 8" PVC SAN @
MIN 1% SLOPE
PROP. PUBLIC
FIRE HYDRANT
PROP. 8" PVC
WATER MAIN
PROP. 15' WATER
EASEMENT (TYP.)
PROP. 8" WATER MAIN
DEAD END
PROP. 8" WATER MAIN
STUB FOR FUTURE EXT.
PROP. 8" WATER MAIN
DEAD END
3/4" IRRIGATION
METER AND BFP
3/4" IRRIGATION
METER AND BFP
PROP. PERMANENT
DRAINAGE AND
ACCESS EASEMENT
PROP. PERMANENT
DRAINAGE AND
ACCESS EASEMENT
PROP. RELOCATED
ELECTRICAL BOX
15'
17'
15'
PROP. 15' WATER
EASEMENT (TYP.)
MIN. 1% SLOPE ON
TERMINAL SEWER RUN 20'20'20'20'20'
PROP. 20' OVERHEAD
EASEMENT (TYP.)
PROP. 20' OVERHEAD
EASEMENT (TYP.)
PROP. 15' PERMANENT
DRAINAGE EASEMENT
S
SSSSS
SAN
A20
SAN
A12
SAN
A17
SAN
A18
SAN
A13
SAN
A19
SAN
A22
SAN
A11
SAN
A15
SAN
A10
SAN
A9
SAN
A8
SAN
A14
SAN
A16
SAN
A21
SAN
A7
SAN
A23
SAN
A6A
SAN
A6
SAN
A5
SAN
A4
SAN
A3
SAN
A2
SAN
A1
SAN
EXA
19+47.55 San - A - 1
???21+87.57 San - A - 1
???
27+34.49 San - A - 1
???
28+19.49 San - A - 1
???WS
3/4" DOMESTIC METER
(TO BE SET AS REQUESTED)
W
12'1'
5.5'
.5'50'VARIES (18'MIN- 20' MAX)8" PVC WATER MAIN
TYPICAL UTILITY LOT LAYOUT
REAR SERVICED 20' UNIT
SCALE 1"=30'
15' WATER MAIN
EASEMENT
PROPOSED PRIVATE ALLEY
20'
FRONT
SINGLE FAMILY
ATTACHED
1'8'15' ADJ. SFAAPPROXIMATE
BUILDING LOCATIONVARIES (2' MIN - 18' MAX)PROPOSED PUBLIC STREET
ROW (TYP.)
DRIVEWAY (TYP.)
TYP. SEWER CLEANOUT
TYP. 4" PVC SEWER LATERAL
SERVICE CONNECTION
20' SEWER
EASEMENT
FRONT
PROPOSED PRIVATE ALLEY
W W
S S
PROPOSED 5' SIDEWALK 8" PVC WATER MAIN
PROPOSED PRIVATE STREETVARIES (2' MIN - 18' MAX)60'VARIES (10' MIN - 20' MAX)TYPICAL UTILITY LOT LAYOUT
FRONT SERVICED 35' UNIT
SCALE 1"=30'
3/4" DOMESTIC METER
(TO BE SET AS REQUESTED)S6'8'
APPROXIMATE BUILDING LOCATION
PROPOSED 5' SIDEWALK
21'
35'
ROW (TYP.)
DRIVEWAY (TYP.)
SINGLE FAMILY
ATTACHED ADJ. SFATYP. 4" PVC SEWER LATERAL
SERVICE CONNECTION
TYP. SEWER CLEANOUT
FRONT
8" PVC WATER MAIN
15' WATER MAIN
EASEMENT 60'TYPICAL UTILITY LOT LAYOUT
REAR SERVICED 35' UNIT
SCALE 1"=30'
APPROXIMATE BUILDING LOCATION
35'SPROPOSED PRIVATE ALLEYWW 3/4" DOMESTIC METER
(TO BE SET AS REQUESTED)
S S
1'12'8'6'8'VARIES (10' MIN - 20' MAX)VARIES (2' MIN - 18' MAX)8'15'PROPOSED 5' SIDEWALK
ROW (TYP.)
PROPOSED PUBLIC STREET
DRIVEWAY (TYP.)
SINGLE FAMILY
ATTACHED ADJ. SFATYP. 4" PVC SEWER LATERAL
SERVICE CONNECTION
20' SEWER
EASEMENT
TYP. SEWER CLEANOUT
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\NCC172039\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172039UP0.DWG PRINTED BY: TZOOK 3.02.18 @ 4:59 PM LAST SAVED BY: ORODRIGUEZ
NCC172039
OR/JO/RB/TZ
MAT
03/02/18

MAIN STREET
STATION
RHH LAND
INVESTORS, LLC
8200 WAXHAW HWY (NC 75)
WAXHAW, NC
JACKSON TOWNSHIP
UNION COUNTY

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 SERVICES2018 BOHLER ENGINEERING043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA3/2/18
1"=60'
0 60153060
1" = 60'
UP0
C-501
OVERALL
UTILITY PLAN
NAD83MATERIAL LIST
WATER SYSTEM
8" RJ DI PIPE (CLASS 350) = ±2100 LF (PUBLIC)
8" PVC PIPE (SDR 18) = ± 1500 LF (PUBLIC)
PUBLIC FIRE HYDRANTS - 4
3/4" IRRIGATION METER - 117
NO IRRIGATION METERS FOR INDIVIDUAL LOTS
3/4" IRRIGATION METER AND BFP - 4
SEWER SYSTEM
8" PVC = ± 3416 LF (PUBLIC)
48" SEWER MANHOLES (TYPE II) = 17(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. 46,800 GAL/DAY
ESTIMATED SEWER CAPACITY (DWELLINGS): MIN. 285 PER DWELLING
UNIT x 117 PLANNED UNITS = 33,345 GAL/DAY.
IRRIGATION: ASSUMED 10,000 GAL/DAY FOR TOTAL SITE DURING
SUMMER MONTHS
FIRE FLOW: ASSUMED 1,000 GPM FOR HYDRANT (4 PROPOSED).
DOMESTIC: (117) - 3/4" METER
IRRIGATION: (4) - 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
117 - 3/4" DOMESTIC METERS
NO IRRIGATION METERS FOR INDIVIDUAL LOTS
4 - 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 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.
19.THE WATERMAIN WILL BE RESTRAINT JOINT DIP 40 FEET BEFORE AND AFTER TO EACH
FITTING
SEE SH
E
E
T
C
-
5.
1
SEE S
H
E
E
T
C-
5.
2
SEE SHEET C-5.3
SEE S
H
E
E
T
C-
5.
4
SEE SHEET C-5.5SEE S
H
E
E
T
C-
5.
6SEE SHEET
C
-5
.7SEE SHEET
C
-5
.8SEE SHEET
C
-5
.8
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: JUNE 2018
ANTICIPATED FINISH DATE: JULY 2019 (PHASE I)
2020 (PHASE II)
CSX RAILROAD
HERMITAGE PLACE DRDUNLAP ST
SOMER
S
T
WAXH
A
W
H
W
Y
N
C
7
5
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\NCC172039\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172039HP0.DWG PRINTED BY: TZOOK 3.02.18 @ 4:59 PM LAST SAVED BY: TZOOK
NCC172039
OR/JO/RB/TZ
MAT
03/02/18

MAIN STREET
STATION
RHH LAND
INVESTORS, LLC
8200 WAXHAW HWY (NC 75)
WAXHAW, NC
JACKSON TOWNSHIP
UNION COUNTY

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 SERVICES2018 BOHLER ENGINEERING043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA3/2/18
1"=100'
0 1002550100
1" = 100'
HP0
C-601
PRE-
DEVELOPMENT
DRAINAGE PLANNAD83MATCHLINE - SHEETC-6.0MATCHLINE - SHEETC-6.0REFERENCES:
1.YARBROUGH-WILLIAMS & HOULE, INC.
"STORMWATER MANAGEMENT CALCULATIONS FOR COTTON FLATS"
DATED: 4/19/16
POI 1-B CALCULATIONS SUPPLIED BY TOWN
(SEE REFERENCE #1)
CSX RAILROAD
HERMITAGE PLACE DRDUNLAP ST
SOMER
S
T
WAXH
A
W
H
W
Y
N
C
7
5
PROP. WET POND 2
±12,000SF
PROP. WET POND 1
±44,900SF LODLOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
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 LODLOD LOD
630
635 635626627628629 631
63
1
632
63
2
633
633
634
63
4
636 620
617618619 621 625622623624 626
65065
0
655648 64864
9 64965165
1 65265
2
653
654656656 6306
3
5
640
6
4
5
650
650
650 650
650
650650
655 6266276286296316326336
3
4
63
6
637
638
639
641
642643
64
4
6
4
6
6
4
7
6
4
8
649649
64
9
651
652
653
654
656
656
657
657
658 658POI 3
POI 4
POI 2
POI 1
POST POND 1(WEST)
AREA = 11.32 AC
CN = 85
Tc = 5 MIN
POST POND 2(EAST)
AREA = 3.02 AC
CN = 84
Tc = 5 MIN
POST POI 4 FREE RELEASE
AREA = 3.11 AC
CN = 61
Tc = 34.6 MIN
POST POI 1A FREE RELEASE
AREA = 10.83 AC
CN = 58
Tc = 28.4 MIN
POST POI 3
AREA = 0.66 AC
CN = 80
Tc = 9.0 MIN
POST POI 2
AREA = 3.84 AC
CN = 72
Tc = 13 MIN
ADDITIONAL OFFSITE IMPERVIOUS
AREA USED FOR POND 2 QUALITY
CALCULATION PURPOSES
AREA = 0.37 AC
CN = 98
Tc = 5 MIN
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\NCC172039\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172039HP0.DWG PRINTED BY: TZOOK 3.02.18 @ 4:59 PM LAST SAVED BY: TZOOK
NCC172039
OR/JO/RB/TZ
MAT
03/02/18

MAIN STREET
STATION
RHH LAND
INVESTORS, LLC
8200 WAXHAW HWY (NC 75)
WAXHAW, NC
JACKSON TOWNSHIP
UNION COUNTY

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 SERVICES2018 BOHLER ENGINEERING043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA3/2/18
1"=100'
0 1002550100
1" = 100'
OP0
C-602
POST-
DEVELOPMENT
DRAINAGE PLANNAD83
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
LODL
O
D
L
O
D
L
O
D
LOD
LOD
LOD
LOD
LOD
L
O
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
630
635
PROP. 10'X18'
CONCRETE WASH
TOWN OF WAXHAW
LDS # 515.1
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
SF
SF
SF
SFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
PROP.
TEMP
O
R
A
R
Y
STOC
K
PI
L
E
F
O
R
TOPS
OI
L
±95,0
0
0
C
F
MAX. H
EI
G
H
T
2
0'SFSFSFSFSFSFSFS
F
SF SFSFSFSFPROP.TEMPORARYSTOCKPILE FORTOPSOIL±95,000 CFMAX. HEIGHT 20'DRAINAGE AREA 1
9.58 ACRES
DRAINAGE AREA TO DRAIN TO SKIMMER
BASIN #1 THROUGH DIVERSION
CHANNELS, THEN TO EXISTING
STORMWATER NETWORK
DRAINAGE AREA 2
4.78 ACRES
DRAINAGE AREA TO DRAIN TO SKIMMER
BASIN #2 THROUGH DIVERSION
CHANNELS, THEN TO EXISTING
STORMWATER NETWORK
DRAINAGE AREA 3
0.72 ACRES
DRAINAGE AREA TO DRAIN TO SEDIMENT
TRAP #1 THROUGH NATURAL SLOPES,
THEN TO EXISTING STORMWATER
NETWORK
SKIMMER BASIN #1(WEST)
TOWN OF WAXHAW LDS # 502.1
DRAINAGE AREA: 9.58 AC.
DISTURBED AREA: 9.50 AC.
LENGTH: 370 FT
WIDTH: 190 FT
SURFACE AREA PROVIDED: 44,902 SF
SURFACE AREA REQUIRED: 6,799 SF
VOLUME PROVIDED: 173,213 CF
VOLUME REQUIRED: 17,100 CF
TOP OF BERM: 636.00'
BOTTOM OF BASIN: 624.50'
TOP OF EMERGENCY WEIR: 635.50'
REQUIRED WEIR LENGTH: 20.0'
SKIMMER PIPE DIA: 2"
SKIMMER ORIFICE DIA: 3"
SKIMMER ORIFICE ELEV: 631.50'
DEWATERING TIME: 2 DAYS
50'25'TEMPORARY SEDIMENT TRAP
TOWN OF WAXHAW LDS # 501.1
DRAINAGE AREA: 0.72 AC.
DISTURBED AREA: 0.72 AC.
LENGTH: 50 FT
WIDTH: 25 FT
SURFACE AREA PROVIDED: 1250 SF
SURFACE AREA REQUIRED: 697 SF
VOLUME PROVIDED: 2766 CF
VOLUME REQUIRED: 2592 CF
TOP OF TRAP: 638.00'
BOTTOM OF TRAP: 633.00'
REQUIRED WEIR LENGTH: 4.0'
INSTALL PVC PIPE CULVERT
PRIOR TO CONSTRUCTION
ENTRANCE INSTALLATION
TEMP. 15" PVC PIPE CULVERT
INV IN: 647.0'
INV OUT: 646.5'PERMANENT 15" RCP PIPE CULVERT,
HEADWALL, AND FES TO BE
INSTALLED WITH SILT DITCHES
INV IN: 653.75'
INV OUT: 653.00'
7D
SB
TB
BLS
7D
BLS
PROP. 20'X11.5' EMERGENCY
SPILLWAY
CREST ELEV.=635.5'
CLASS I - 15" THICK RIPRAP
7D
DC2ECF
DC2
ECF
7D
PROP. CLASS I - 15" THICK
RIPRAP ARMOR FOR
FOREBAY BERM
ELEV.=630.5'
WIDTH=8'SFSFSFSFSFSFSFSFSFBUILDING PAD LOCATION (TYP.)
RPI
RPI SFSFSFSFSFSFSFSFSFSFSFTEMPORARY SILT DITCH
CONTRACTOR TO SHIFT AS ADJACENT
ALLEY ROAD IS CONSTRUCTED
TO BE FILLED ONCE STORMWATER
SYSTEM IS STABILIZED
TOWN OF WAXHAW LDS # 506.1
MIN. LONGITUDINAL SLOPE OF 2%
1' MIN. DEPTH
MAX. SIDE SLOPES OF 2:1
TEMPORARY SKIMMER
SEDIMENT BASIN TO BE
CONVERTED TO WET POND
BEFORE ANY PAVING
OPERATIONS ARE
CONDUCTED
±4,000 SF POTENTIAL STONE
STABILIZED CONTRACTOR
STAGING AREA AND TRAILER
PROP. 4' PERFORATED RISER
WITH 5' TRASH RACK
CREST ELEV. = 635.00'
TEMPORARY SILT FENCE(TYP.)
TOWN OF WAXHAW LDS # 507.1
MAX. DRAINAGE AREA = 0.25 AC/100LF
TEMPORARY SEDIMENT TRAP TO
BE FILLED BEFORE ADJACENT
ALLEY ROAD CONSTRUCTION IS
CONDUCTED
PROP. FAIRCLOTH SKIMMER
TOWN OF WAXHAW LDS # 503.1
INVERT: 631.50'
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
CONTRACTOR TO FILL AS AREA IS BROUGHT TO
GRADE AND ROADWAY STORMWATER SYSTEM
IS STABILIZED
MIN. LONGITUDINAL SLOPE OF 2%
1' MIN. DEPTH
MAX. SIDE SLOPES OF 2:1
PERMANENT CLEAN WATER SILT DITCH
MIN. LONGITUDINAL SLOPE OF 2%
1' MIN. DEPTH
MAX. SIDE SLOPES OF 2:1
PERMANENT CLEAN WATER SILT DITCH
MIN. LONGITUDINAL SLOPE OF 2%
1' MIN. DEPTH
MAX. SIDE SLOPES OF 2:1
TEMPORARY SILT DITCH
CONTRACTOR TO MAINTAIN
MIN. 2% SLOPE
TEMPORARY SILT DITCH/BERM
CONTRACTOR TO FILL ONCE
ON SITE STORMWATER SYSTEM IS
STABILIZED
MIN. LONGITUDINAL SLOPE OF 2%
1' MIN. DEPTH
MAX. SIDE SLOPES OF 2:1
CONTRACTOR TO INSTALL POND
OUTFLOW PIPE AND STRUCTURES TO
FINAL ELEVATIONS (SEE C-4.14 FOR
DETAIL)CONTRACTOR TO INSTALL
DOGHOUSE MANHOLE (SEE C-4.14
FOR DETAIL)
PROP. CLEANWATER HEADWALL
AND ASSOCIATED PIPE TO BYPASS POND
(SEE C-4.14 FOR DETAIL)
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\NCC172039\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172039OP0.DWG PRINTED BY: TZOOK 3.02.18 @ 4:59 PM LAST SAVED BY: TZOOK
NCC172039
OR/JO/RB/TZ
MAT
03/02/18

MAIN STREET
STATION
RHH LAND
INVESTORS, LLC
8200 WAXHAW HWY (NC 75)
WAXHAW, NC
JACKSON TOWNSHIP
UNION COUNTY

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 SERVICES2018 BOHLER ENGINEERING043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA3/2/18
1"=50'
0 5012.52550MATCHLINE - SHEETC-7021" = 50'
OP0
C-701
EROSION &
SEDIMENTATION
CONTROL PLAN
PHASE I
LEGEND
LOD
BdB2
TbB2
TuB
X
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.
(2) TEMPORARY SEDIMENT SKIMMER BASINS 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 ARE NO FEDERAL NOR STATE NATURAL RESOURCES PRESENT ON THE SITE.
THERE ARE ALSO 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.
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.
LOCATION MAP
SEQUENCE OF CONSTRUCTION - PHASE I
1.EROSION CONTROL PLAN IS APPROVED BY THE TOWN OF WAXHAW EROSION CONTROL PROGRAM.
2.CONTRACTOR MUST NOTIFY THE TOWN OF WAXHAW SEDIMENT CONTROL INSPECTOR 48 HOURS PRIOR TO THE START OF EARTH
DISTURBANCE.
3.THE LIMITS OF DISTURBANCE MUST BE FIELD MARKED PRIOR TO INSTALLATION OF SEDIMENT CONTROL MEASURES, DEMOLITION
OR OTHER LAND DISTURBING ACTIVITIES.
4.PRIOR TO ANY CLEARING, INSTALLATION OF SEDIMENT CONTROL MEASURES, OR GRADING, A PRE-CONSTRUCTION MEETING MUST
BE CONDUCTED ON-SITE WITH THE EROSION SEDIMENT CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES. (48
HOURS MINIMUM NOTICE)
5.INSTALL SEDIMENT AND EROSION CONTROL MEASURES, INCLUDING PERIMETER SILT FENCE, SKIMMER BASINS, SEDIMENT TRAP,
DIVERSION DITCHES AND STABILIZED CONSTRUCTION ENTRANCE/EXIT. PRIOR TO BRINGING SKIMMER BASINS 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.TEMPORARY SKIMMER BASINS TO BE CONVERTED TO WET PONDS IN PHASE II. TEMPORARY SEDIMENT TRAP TO BE FILLED PRIOR
TO ON SITE ROADWAY CONSTRUCTION.
7.CONTACT SEDIMENT CONTROL INSPECTOR UPON COMPLETION OF INSTALLATION OF PERIMETER EROSION AND SEDIMENT
CONTROLS PRIOR TO PROCEEDING WITH ANY OTHER EARTH DISTURBANCE OR GRADING.
8.UPON APPROVAL FROM SEDIMENT 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.
9.CONTACT SEDIMENT 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.
·IN THE EVENT THAT ONE SEDIMENT BASIN IS COMPLETE PRIOR TO THE OTHER, THE CONTRACTOR MAY PROGRESS
TO PHASE 2 SEQUENCE AND FULL DISTURBANCE ACTIVITIES WITHIN AREA DRAINING TO EACH SEDIMENT BASIN ONCE
THAT SEDIMENT BASINS PERIMETER CONTROLS ARE SIGNED OFF ON BY INSPECTOR
·TOTAL ON-SITE DISTURBANCE AREA = 18.39 ACRES
·TOTAL OFF-SITE DISTURBANCE AREA = 0.60 ACRES
·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 BASINS 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 SHEET ##### - ##### FOR DETAIL)
NOTES
LOD LODLOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLOD
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
620
622
617618
621
623624
SF SF SF SF SF SF SF SF SF SF SF SF
SF
SF SF
DRAINAGE AREA 2
4.78 ACRES
DRAINAGE AREA TO DRAIN TO SKIMMER
BASIN #2 THROUGH DIVERSION
CHANNELS, THEN TO EXISTING
STORMWATER NETWORK
SKIMMER BASIN #2(EAST)
TOWN OF WAXHAW LDS # 502.1
DRAINAGE AREA: 4.78 AC.
DISTURBED AREA: 4.78 AC.
LENGTH: 170 FT
WIDTH: 95 FT
SURFACE AREA PROVIDED: 11,973 SF
SURFACE AREA REQUIRED: 3,421 SF
VOLUME PROVIDED: 49,069 CF
VOLUME REQUIRED: 8,604 CF
TOP OF BERM: 626.00'
BOTTOM OF BASIN: 614.50'
TOP OF EMERGENCY WEIR: 625.50'
REQUIRED WEIR LENGTH: 20.0'
SKIMMER PIPE DIA: 2.5"
SKIMMER ORIFICE DIA: 1.50"
SKIMMER ORIFICE ELEV: 622.00'
DEWATERING TIME: 3.17 DAYS
CONTRACTOR TO REMOVE
SOIL AS NECESSARY TO
HELP PROMOTE POSITIVE
DRAINAGE TOWARD
TEMPORARY SKIMMER BASIN
PROP. 20'X10' EMERGENCY SPILLWAY
CREST ELEV.=625.5'
CLASS I - 15" THICK RIPRAP
TBDC2ECF7D
SB
RPI
RPI
IP
GABION BASKET BAFFLE WALL
CLASS I - 10" DIAMETER RIPRAP
TOP = 622.0'
BLS 7D
DC2
ECF
7D
RRC
BUILDING PAD LOCATION (TYP.)
TEMPORARY SKIMMER
SEDIMENT BASIN TO BE
CONVERTED TO WET POND
BEFORE ANY PAVING
OPERATIONS ARE
CONDUCTED
TEMPORARY SILT DITCH
CONTRACTOR TO SHIFT AS ADJACENT
ALLEY ROAD IS CONSTRUCTED
TO BE FILLED ONCE STORMWATER
SYSTEM IS STABILIZED
TOWN OF WAXHAW LDS # 506.1
MIN. LONGITUDINAL SLOPE OF 2%
1' MIN. DEPTH
MAX. SIDE SLOPES OF 2:1
±4,000 SF POTENTIAL STONE
STABILIZED CONTRACTOR
STAGING AREA AND TRAILER
PROP. FAIRCLOTH SKIMMER
TOWN OF WAXHAW LDS # 503.1
INVERT: 622.00'
PROP. 4' PERFORATED RISER
WITH 5' TRASH RACK
CREST ELEV. = 624.75'
CONTRACTOR TO INSTALL POND
OUTFLOW PIPE AND STRUCTURES TO
FINAL ELEVATIONS (SEE C-4.14 FOR
DETAIL)
TEMPORARY SILT DITCH
CONTRACTOR TO SHIFT AS ADJACENT
BUILDINGS ARE CONSTRUCTED
TO BE FILLED ONCE STORMWATER
SYSTEM IS STABILIZED
TOWN OF WAXHAW LDS # 506.1
MIN. LONGITUDINAL SLOPE OF 2%
1' MIN. DEPTH
MAX. SIDE SLOPES OF 2:1
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\NCC172039\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172039OP0.DWG PRINTED BY: TZOOK 3.02.18 @ 4:59 PM LAST SAVED BY: TZOOK
NCC172039
OR/JO/RB/TZ
MAT
03/02/18

MAIN STREET
STATION
RHH LAND
INVESTORS, LLC
8200 WAXHAW HWY (NC 75)
WAXHAW, NC
JACKSON TOWNSHIP
UNION COUNTY

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 SERVICES2018 BOHLER ENGINEERING043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA3/2/18
1"=50'
0 5012.52550MATCHLINE - SHEETC-7011" = 50'
OP0
C-702
EROSION &
SEDIMENTATION
CONTROL PLAN
PHASE I
LEGEND
LOD
BdB2
TbB2
TuB
X
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.
TEMPORARY SEDIMENT SKIMMER BASINS 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 ARE NO FEDERAL NOR STATE NATURAL RESOURCES PRESENT ON THE SITE.
THERE ARE ALSO 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.
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.
LOCATION MAP
SEQUENCE OF CONSTRUCTION - PHASE I
1.EROSION CONTROL PLAN IS APPROVED BY THE TOWN OF WAXHAW EROSION CONTROL PROGRAM.
2.CONTRACTOR MUST NOTIFY THE TOWN OF WAXHAW SEDIMENT CONTROL INSPECTOR 48 HOURS PRIOR TO THE START OF EARTH
DISTURBANCE.
3.THE LIMITS OF DISTURBANCE MUST BE FIELD MARKED PRIOR TO INSTALLATION OF SEDIMENT CONTROL MEASURES, DEMOLITION
OR OTHER LAND DISTURBING ACTIVITIES.
4.PRIOR TO ANY CLEARING, INSTALLATION OF SEDIMENT CONTROL MEASURES, OR GRADING, A PRE-CONSTRUCTION MEETING MUST
BE CONDUCTED ON-SITE WITH THE EROSION SEDIMENT CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES. (48
HOURS MINIMUM NOTICE)
5.INSTALL SEDIMENT AND EROSION CONTROL MEASURES, INCLUDING PERIMETER SILT FENCE, SKIMMER BASINS, SEDIMENT TRAP,
DIVERSION DITCHES AND STABILIZED CONSTRUCTION ENTRANCE/EXIT. PRIOR TO BRINGING SKIMMER BASINS 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.TEMPORARY SKIMMER BASINS TO BE CONVERTED TO WET PONDS IN PHASE II. TEMPORARY SEDIMENT TRAP TO BE FILLED PRIOR
TO ON SITE ROADWAY CONSTRUCTION.
7.CONTACT SEDIMENT CONTROL INSPECTOR UPON COMPLETION OF INSTALLATION OF PERIMETER EROSION AND SEDIMENT
CONTROLS PRIOR TO PROCEEDING WITH ANY OTHER EARTH DISTURBANCE OR GRADING.
8.UPON APPROVAL FROM SEDIMENT 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.
9.CONTACT SEDIMENT 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.
·IN THE EVENT THAT ONE SEDIMENT BASIN IS COMPLETE PRIOR TO THE OTHER, THE CONTRACTOR MAY PROGRESS
TO PHASE 2 SEQUENCE AND FULL DISTURBANCE ACTIVITIES WITHIN AREA DRAINING TO EACH SEDIMENT BASIN ONCE
THAT SEDIMENT BASINS PERIMETER CONTROLS ARE SIGNED OFF ON BY INSPECTOR
·TOTAL ON-SITE DISTURBANCE AREA = 18.39 ACRES
·TOTAL OFF-SITE DISTURBANCE AREA = 0.60 ACRES
·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 BASINS 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 SHEET ##### - ##### FOR DETAIL)
NOTES
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
650
6
5
0
650
65564
8648
6496496
4
9 649649649649651
6
5
1
651
65
2
653
654
65665
7
658
658658658
658657658 6
5
5 651651
652
65
3
65
4
656
6
5
7
658 650650
650
649
649
630 630630
630630
635
635
63
5
640 626626 627627
627 627628 628628
628628
629 629629629
629
631
631
631
632
632
632
633
633
6
3
3
634
634
63
4
636
636
637638639
641642643644 650650
65
5655
6
5
5
651
65
1
651 651651651652653654656657658658658 655651
65
2
65
3
65
4
656SF 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
RRD7D
SB
TB
BLS
7D
BLS
IP2
IP2
IP2
PROP. 20'X11.5' EMERGENCY
SPILLWAY
CREST ELEV.=635.5'
CLASS I - 15" THICK RIPRAP
PROP. CLASS I - 15" THICK
RIPRAP ARMOR FOR
FOREBAY BERM
ELEV.=630.5'
WIDTH=8'SFSFSFSFSFSFSFSFPS
SFRPI
RPI
PS
PS
PS
PSSFSFSFSFSFSFSFSFSFSF
SFTEMPORARY SKIMMER
SEDIMENT BASIN TO BE
CONVERTED TO WET POND
BEFORE ANY PAVING
OPERATIONS ARE
CONDUCTEDPROP. 4' PERFORATED RISER
WITH 5' TRASH RACK
CREST ELEV. = 635.00'
TEMPORARY SILT FENCE(TYP.)
TOWN OF WAXHAW LDS # 507.1
MAX. DRAINAGE AREA = 0.25 AC/100LF
TEMPORARY SEDIMENT TRAP TO
BE FILLED BEFORE ADJACENT
ALLEY ROAD CONSTRUCTION IS
CONDUCTED
PROP. FAIRCLOTH SKIMMER
TOWN OF WAXHAW LDS # 503.1
INVERT: 631.50'
PERMANENT SILT DITCH
CONTRACTOR TO INSTALL AS
REINFORCED SLOPE AND BUILDING
PAD IS CONSTRUCTED
MIN. LONGITUDINAL SLOPE OF 2%
1' MIN. DEPTH
MAX. SIDE SLOPES OF 2:1
658
657
658
CONTRACTOR TO ENSURE
POSITIVE DRAINAGE
AWAY FROM BUILDING
PAD THRU SWALES
CD
LOCATION OF CHECK
DAM TO BE DETERMINED
BY CONTRACTOR
HP
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSTABILIZED CONSTRUCTION ENTRANCE
CD
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\NCC172039\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172039OP0.DWG PRINTED BY: TZOOK 3.02.18 @ 4:59 PM LAST SAVED BY: TZOOK
NCC172039
OR/JO/RB/TZ
MAT
03/02/18

MAIN STREET
STATION
RHH LAND
INVESTORS, LLC
8200 WAXHAW HWY (NC 75)
WAXHAW, NC
JACKSON TOWNSHIP
UNION COUNTY

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 SERVICES2018 BOHLER ENGINEERING043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA3/2/18
1"=50'
0 5012.52550MATCHLINE - SHEETC-7041" = 50'
OP0
C-703
EROSION &
SEDIMENTATION
CONTROL PLAN
PHASE II
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 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.
LEGEND
LOD
BdB2
TbB2
TuB
X
SEQUENCE OF CONSTRUCTION - PHASE II
1.CONTACT SEDIMENT 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
BASINS AND SITE UTILITIES. CONTRACTOR TO PROVIDE OVERLAND DRAINAGE TOWARD SEDIMENT BASIN UNTIL
STORM PIPES COMPLETELY INSTALLED, THEN DIVERT TO INLETS.
4.CONTACT SEDIMENT CONTROL INSPECTOR UPON COMPLETION OF ROUGH GRADING, BUT PRIOR TO PLACING
TOPSOIL, PERMANENT DRAINAGE, OR OTHER SITE DEVELOPMENT IMPROVEMENTS AND GROUND COVERS.
5.INSTALL CURB ALONG THE PERIMETER OF THE SITE TO AID IN THE PROTECTION OF THE EXISTING ADJACENT
PROPERTIES AND THE ADJACENT ROADWAYS.
6.AFTER TEMPORARY STABILIZATION OF THE SITE, CONVERT SKIMMER BASINS TO STORMWATER PONDS.
7.CONTACT SEDIMENT CONTROL INSPECTOR UPON COMPLETION OF ROUGH GRADING, BUT PRIOR TO PLACING
TOPSOIL, PERMANENT DRAINAGE, OR OTHER SITE DEVELOPMENT IMPROVEMENTS AND GROUND COVERS.
8.KEEP INLET PROTECTION BLOCKED WITH STONE UNTIL STORMWATER SYSTEM IS COMPLETELY INSTALLED.
9.FINE GRADE AND INITIATE FINAL PAVING. PERMANENTLY STABILIZE ANY REMAINING AREAS IN ACCORDANCE WITH
THE PERMANENT SODDING SCHEDULE AND NOTES. INSTALL FINAL SITE LANDSCAPING.
10.REQUEST FINAL APPROVAL FROM THE SEDIMENT 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.
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 SHEET C-9.4 - C-9.5 FOR DETAILED POND NOTES.
SEE INSET (TYP.)
TYPICAL BUILDING EROSION CONTROL - INSET
1"=20'
0 2051020
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
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 LODLOD
63063
0
630635
640645650627628629631
63
1631632633
634
636636
636
637638639
641642643643643
6446466476486
4
8648649651652652 625621622623624PROP. 10'X18'
CONCRETE WASH
TOWN OF WAXHAW
LDS # 515.1
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF
SF
SF
SF
PROP. 20'X10' EMERGENCY SPILLWAY
CREST ELEV.=625.5'
CLASS I - 15" THICK RIPRAP
PVC PIPE CULVERT TO BE
REMOVED PRIOR TO DRIVEWAY
ENTRANCE CONSTRUCTION
RRA
RRB
TBDC2ECF7D
SB
RPI
IP2
IP2
IP2
GABION BASKET BAFFLE WALL
CLASS I - 10" DIAMETER RIPRAP
TOP = 622.0'
PS
PS
PS
TEMPORARY SKIMMER
SEDIMENT BASIN TO BE
CONVERTED TO WET POND
BEFORE ANY PAVING
OPERATIONS ARE
CONDUCTED
TEMPORARY SILT DITCH
CONTRACTOR TO SHIFT AS ADJACENT
ALLEY ROAD IS CONSTRUCTED
TO BE FILLED ONCE STORMWATER
SYSTEM IS STABILIZED
TOWN OF WAXHAW LDS # 506.1
MIN. LONGITUDINAL SLOPE OF 2%
1' MIN. DEPTH
MAX. SIDE SLOPES OF 2:1
±4,000 SF POTENTIAL STONE
STABILIZED CONTRACTOR
STAGING AREA AND TRAILER
PROP. FAIRCLOTH SKIMMER
TOWN OF WAXHAW LDS # 503.1
INVERT: 622.00'
PROP. 4' PERFORATED RISER
WITH 5' TRASH RACK
CREST ELEV. = 624.75'
PERMANENT SILT DITCH
CONTRACTOR TO INSTALL AS WAXHAW
HIGHWAY STORMWATER SYSTEM
CONSTRUCTED AND STABILIZED
MIN. LONGITUDINAL SLOPE OF 2%
1' MIN. DEPTH
MAX. SIDE SLOPES OF 2:1
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\NCC172039\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172039OP0.DWG PRINTED BY: TZOOK 3.02.18 @ 4:59 PM LAST SAVED BY: TZOOK
NCC172039
OR/JO/RB/TZ
MAT
03/02/18

MAIN STREET
STATION
RHH LAND
INVESTORS, LLC
8200 WAXHAW HWY (NC 75)
WAXHAW, NC
JACKSON TOWNSHIP
UNION COUNTY

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 SERVICES2018 BOHLER ENGINEERING043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA3/2/18
1"=50'
0 5012.52550MATCHLINE - SHEETC-7031" = 50'
OP0
C-704
EROSION &
SEDIMENTATION
CONTROL PLAN
PHASE II
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 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.
LEGEND
LOD
BdB2
TbB2
TuB
X
SEQUENCE OF CONSTRUCTION - PHASE II
1.CONTACT SEDIMENT 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
BASINS AND SITE UTILITIES. CONTRACTOR TO PROVIDE OVERLAND DRAINAGE TOWARD SEDIMENT BASIN UNTIL
STORM PIPES COMPLETELY INSTALLED, THEN DIVERT TO INLETS.
4.CONTACT SEDIMENT CONTROL INSPECTOR UPON COMPLETION OF ROUGH GRADING, BUT PRIOR TO PLACING
TOPSOIL, PERMANENT DRAINAGE, OR OTHER SITE DEVELOPMENT IMPROVEMENTS AND GROUND COVERS.
5.INSTALL CURB ALONG THE PERIMETER OF THE SITE TO AID IN THE PROTECTION OF THE EXISTING ADJACENT
PROPERTIES AND THE ADJACENT ROADWAYS.
6.AFTER TEMPORARY STABILIZATION OF THE SITE, CONVERT SKIMMER BASINS TO STORMWATER PONDS.
7.CONTACT SEDIMENT CONTROL INSPECTOR UPON COMPLETION OF ROUGH GRADING, BUT PRIOR TO PLACING
TOPSOIL, PERMANENT DRAINAGE, OR OTHER SITE DEVELOPMENT IMPROVEMENTS AND GROUND COVERS.
8.KEEP INLET PROTECTION BLOCKED WITH STONE UNTIL STORMWATER SYSTEM IS COMPLETELY INSTALLED.
9.FINE GRADE AND INITIATE FINAL PAVING. PERMANENTLY STABILIZE ANY REMAINING AREAS IN ACCORDANCE WITH
THE PERMANENT SODDING SCHEDULE AND NOTES. INSTALL FINAL SITE LANDSCAPING.
10.REQUEST FINAL APPROVAL FROM THE SEDIMENT 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.
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 SHEET C-9.4 - C-9.5 FOR DETAILED POND NOTES.
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSCSX RAILROAD
WAXH
A
W
H
W
Y
N
C
7
5
WAXH
A
W
H
W
Y
N
C
7
5 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD
LOD
LOD
LOD
L
O
D
LOD
LODLODLOD
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
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
WWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W W
W
OH
OH
OH
OH
E
E
E
E
E
E
E
E
E
E
E
E
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OHWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWWWWWPROP. RELOCATED
ELECTRICAL BOX
17'
PROP. 20' OVERHEAD
EASEMENT (TYP.)
PROP. 20' OVERHEAD
EASEMENT (TYP.)
WET POND #2
WET POND #1
169 ILMN
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\NCC172039\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172039LP0.DWG PRINTED BY: TZOOK 3.02.18 @ 5:00 PM LAST SAVED BY: TZOOK
NCC172039
OR/JO/RB/TZ
MAT
03/02/18

MAIN STREET
STATION
RHH LAND
INVESTORS, LLC
8200 WAXHAW HWY (NC 75)
WAXHAW, NC
JACKSON TOWNSHIP
UNION COUNTY

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 SERVICES2018 BOHLER ENGINEERING043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA3/2/18
1" = 60'
LP0
C-801
LANDSCAPE
PLAN
1"=60'
0 60153060NAD83ED: EUPATORIADELPHUS DUBIUS - DWARF JOE PYE WEED / 255 UNITS
LC: LOBELIA CARDINALIS - CARDINAL FLOWER / 323 UNITS
CG: CHELONE GLABRA - WHITE TURTLEHEAD / 416 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:
N88°54'03"E
1147.84'LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODWET POND #1
57 CG
54 CG
69 CG
81 CG
78 ED
50 ED
96 LC
72 IV
112 IV
101 IV
84 AS
54 AS
80 SC
SSSSSSSSSSSSSSSN88°52'06"E 1573.99'
C21 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
OH
OH
OH
WET POND #2
15 ED
58 ED
50 CG
56 CG
49 CG
16 LC
14 LC
50 LC
47 LC
68 IV
57 IV
36 IV
31 SC
59 SC37 AS
50 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:
H:\2017\NCC172039\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172039LP0.DWG PRINTED BY: TZOOK 3.02.18 @ 5:00 PM LAST SAVED BY: TZOOK
NCC172039
OR/JO/RB/TZ
MAT
03/02/18

MAIN STREET
STATION
RHH LAND
INVESTORS, LLC
8200 WAXHAW HWY (NC 75)
WAXHAW, NC
JACKSON TOWNSHIP
UNION COUNTY

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 SERVICES2018 BOHLER ENGINEERING043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA3/2/18
1" = 20'
LP0
C-802
LANDSCAPE
PLAN
1"=20'
0 2051020NAD83ED: EUPATORIADELPHUS DUBIUS - DWARF JOE PYE WEED / 182 UNITS
LC: LOBELIA CARDINALIS - CARDINAL FLOWER / 196 UNITS
CG: CHELONE GLABRA - WHITE TURTLEHEAD / 261 UNITS
SHALLOW LAND
AS: ACORUS SUBCORDATUM - SWEETFLAG / 205 UNITS
SC: SAURURUS CERNUUS - LIZARD'S TAIL / 132 UNITS
IV: IRIS VIRGINIA - BLUE IRIS / 285 UNITS
SHALLOW WATER
WET POND #1 LANDSCAPE LEGEND:
ED: EUPATORIADELPHUS DUBIUS - DWARF JOE PYE WEED / 73 UNITS
LC: LOBELIA CARDINALIS - CARDINAL FLOWER / 127 UNITS
CG: CHELONE GLABRA - WHITE TURTLEHEAD / 150 UNITS
SHALLOW LAND
AS: ACORUS SUBCORDATUM - SWEETFLAG / 87 UNITS
SC: SAURURUS CERNUUS - LIZARD'S TAIL / 90 UNITS
IV: IRIS VIRGINIA - BLUE IRIS / 161 UNITS
SHALLOW WATER
WET POND #2 LANDSCAPE LEGEND:
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\NCC172039\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172039LP0.DWG PRINTED BY: TZOOK 3.02.18 @ 5:00 PM LAST SAVED BY: TZOOK
NCC172039
OR/JO/RB/TZ
MAT
03/02/18

MAIN STREET
STATION
RHH LAND
INVESTORS, LLC
8200 WAXHAW HWY (NC 75)
WAXHAW, NC
JACKSON TOWNSHIP
UNION COUNTY

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 SERVICES2018 BOHLER ENGINEERING043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA3/2/18
AS NOTED
LP0
C-804
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.
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\NCC172039\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172039SD0.DWG PRINTED BY: TZOOK 3.02.18 @ 5:00 PM LAST SAVED BY: TZOOK
NCC172039
OR/JO/RB/TZ
MAT
03/02/18

MAIN STREET
STATION
RHH LAND
INVESTORS, LLC
8200 WAXHAW HWY (NC 75)
WAXHAW, NC
JACKSON TOWNSHIP
UNION COUNTY

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 SERVICES2018 BOHLER ENGINEERING043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA3/2/18
NTS
SD0
C-909
EROSION &
SEDIMENTATION
CONTROL
DETAILS
1 9.58 9.50 20.9 17,100 173,213 6,799 44,902 2.5 5 5 20 1.5 10 2 IN.3 IN.
2 4.78 4.78 10.5 8,604 49,069 3,421 11,973 2.5 5 5 20 1.5 10 2.5 IN.1.5 IN.
RRA 10 12.4 3.8 12 IN.10 IN.
RRB 10 14.9 4.5 12 IN.12 IN.
RRC 10 12.4 3.8 12 IN.10 IN.
RRD 16 24.5 6 15 IN.16 IN.
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\NCC172039\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172039SD0.DWG PRINTED BY: TZOOK 3.02.18 @ 5:00 PM LAST SAVED BY: TZOOK
NCC172039
OR/JO/RB/TZ
MAT
03/02/18

MAIN STREET
STATION
RHH LAND
INVESTORS, LLC
8200 WAXHAW HWY (NC 75)
WAXHAW, NC
JACKSON TOWNSHIP
UNION COUNTY

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 SERVICES2018 BOHLER ENGINEERING043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA3/2/18
NTS
SD0
C-910
EROSION &
SEDIMENTATION
CONTROL
DETAILS
1 0.72 0.72 1.6 2,592 2,766 697 1,250 2.5 5 50 1.5 25 25