SW3191103_191028_NCC191800_POPLIN MEADOWS PH III_11/18/2019

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IDINEFERINENCE INFOIRMATION. LOCATION OF SITE
REFERENCES
ES
BOUNDARY AND TOPOGRAPHIC SURVEY:
BOHLER ENGINEERING NC, PLLC
"BOUNDARY AND TOPOGRAPHIC SURVEY FOR LIQUID MANAGMENT, LLC"
JOB#: NSSC191800
DATE: 10/28/19
THREATENED/ENDANGERED/PROTECTED SPECIES REPORT:
CAROLINA WETLAND SERVICES, INC.
"PROTECTED SPECIES HABITAT ASSESMENT REPORT POPLIN MEADOWS
UNINCORPORATED UNION COUNTY, NORTHCAROLINA CWS PROJECT NR. 2019-0174"
DATED: 10/11 /19
GOVERNING AGENCIES
UNION COUNTY PLANNING & ZONING
500 N. MAIN ST., STE 70
MONROE, NC 28112
CONTACT: RICHARD BLACK - PLANNING DIRECTOR
PHONE: [phone]
EMAIL: [e-mail]
ALI[0L[K611J►1VA&I1101VLYIUJ/_rIA:491AZ_1:4ILYAIA►11
500 N. MAIN ST., STE 70
MONROE, NC 28112
CONTACT: BRIAN HAWKINS - STORMWATER ENGINEER
PHONE: [phone]
EMAIL: BRIAN. HAWKI [e-mail]
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DISTRICT 3
130 S. SUTHERLAND AVE
MONROE, NC 28112
CONTACT: LEE AINSWORTH, III, PE
PHONE: [phone]
UNION COUNTY PUBLIC WORKS
500 N. MAIN ST., STE 70
MONROE, NC 28112
CONTACT: SCOTT HUNEYCUTT
PHONE: [phone]
EMAIL: [e-mail]
HEMBY BRIDGE FIRE DEPARTMENT
6628 MILLGROVE RD.
INDIAN TRAIL, NC 28079
CONTACT: JOHNNY BLYTHE - FIRE CHIEF
PHONE: [phone]
NCDEQ (EROSION CONTROL
610 EAST CENTER AVENUE - STE. 301
MOORESVILLE, NC 28155
CONTACT: ZAHID KHAN - ENGINEERING SUPERVISOR
PHONE: [phone]
NCDEMLR (STORMWATER QUALI
1612 MAIL SERVICE CENTER
RALEIGH, NC 27699
CONTACT: ROBERT PATTERSON - ENVIRONMENTAL ENGINEERING REVIEWER
PHONE: [phone]
MEN gj'� 1 11 111
SERVICE
UTILITY 1 GOVERNING AGENCY
ELECTRIC
UNION POWER CORPORATIVE
P.O. BOX 5014
MONROE, NC 28110
CONTACT: KEITH HELMS
PHONE: [phone]
WATER/ SANITARY SEWER
UNION COUNTY PUBLIC WORKS
ENGINEERING DEPARTMENT
SOON. MAIN STREET
CHARLOTTE, NC 28112
PHONE: [phone]
STORM SEWER
UNION COUNTY
STORMWATER DEPARTMENT
500 N. MAIN ST., STE 70
MONROE, NC 28112
EMAIL: [e-mail] (BRIAN HAWKINS)
GENERAL NOTE:
IT IS THE RESPONSIBILITY OF THE CONTRACTORTO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIORTO 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 NOTIFYTHE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BYTHE CONTRACTORTO NOTIFYTHE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTORTO COMPLETETHE SCOPE OF THE WORKAS DEFINED BYTHE DRAWINGSAND IN
WITH LOCAL REGULATIONS AND CODES.
■
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC191800SD0.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:48 PM LAST SAVED BY: RMCDOWELL
5906 BONTERRA VILLAGE WAY, UNION COUNTY
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UNION COUNTY, NORTH CAROLINA
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DELORME STREET ATLAS 2004 PLUS USA
SCALE: 1" = 2000'
LIQUID MANAGEMENT, LLC WILLIAM M. JR. & AMY NICCOLAI
231 POST OFFIC DRIVE SUITE B-8 5906 BONTERRA VILLAGE WAY
INDIAN TRAIL, NC 28079 UNION COUNTY, NC 28079
CONTACT: GENE VAUGHAN
PHONE: [phone]
PREPARED BY
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NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
[e-mail]
SHEEN` INDEX
SHEET TITLE
SHEET NUMBER
COVER SHEET
C-101
GENERAL NOTES
C-102 - C-103
BOUNDARY AND TOPOGRAPHIC SURVEY
C-104
EXISTING CONDITIONS & DEMOLITION PLAN
C-201
OVERALL SITE PLAN
C-301
SITE PLAN
C-302 - C-305
PAVEMENT PLAN
C-306
SITE DETAILS
C-307 - C-309
OVERALL GRADING PLAN
C-401
GRADING PLAN
C-402 - C405
ROAD PLAN & PROFILE
C406 - C409
STORM PLAN & PROFILE
C-410 - C415
STORM SCHEDULE
C-416
PERMANENT POND DETAIL
C-417
PRE -DEVELOPMENT DRAINAGE AREA MAP
C-418
POST DEVELOPMENT DRAINAGE AREA MAP
C-419
INLET DRAINAGE AREA MAP
C420
OVERALL UTILITY PLAN
C-501
UTILITY PLAN
C-502 - C-505
UTILITY DETAILS
C-506 - C-508
EROSION & SEDIMENTATION CONTROL PHASE I
C-601
EROSION & SEDIMENTATION CONTROL PHASE II
C-602
EROSION & SEDIMENTATION CONTROL DETAILS
C-603 - C-606
LANDSCAPE PLAN
C-701
WET POND PLANTING PLAN
C-702
MITIGATION PLAN
C-703
LANDSCAPE DETAILS
C-704
NCDOT PLANS FOR BONTERRA VILLAGE WAY
CONSTRUCTION AND STRIPING PLAN
RD-2.0 - RD-2.1
ROADWAY IMPROVEMENT AND GRADING PLAN
RD-2.2- RD-2.3
SIGHT DISTANCE PROFILE
RD-2.4
BONTERRA VILLAGE WAY CROSS SECTIONS
RD-2.5 - RD-2.13
NCDOT DETAILS
RD-3.0 - RD-3.1
ISSUED FOR CONSTRUCTION
SIGNATURE DATE
SIGNATURE DATE
SIGNATURE DATE
THIS DOCUMENT IS NOT ISSUED BY BOHLER ENGINEERING
FOR CONSTRUCTION WITHOUT (3) SIGNATURES
PROJECT #
REVISION DATE:
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REVISIONS
REV DATE COMMENT DRAWN BY
CHECKED BY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
fol
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Call before you dig.
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It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: N/A
CAD I.D.: NCC191800SD0
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
FOR
LIQUID
MANAGMENT
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOHLER
ENGINEERING NC PLLC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
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SHEET TITLE:
COVERSHEET
SHEET NUMBER:
c - 10 1
CONTACT.-THEBERGE, P.E.
REVISION 0 - 10/28/2019

GENERAL NOTES
(Rev. 1 /2019)
1. THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOHLER ENGINEERING,
NC, PLLC (HEREIN "BOHLER ENGINEERING") PRIOR TO THE DATE ON WHICH ENGINEER PREPARED THESE PLANS. THE
CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER ENGINEERING IN WRITING IF
ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THESE PLANS OR IF THE PROPOSED WORK CONFLICTS WITH
ANY OTHER SITE FEATURES.
2. THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONS/REPORTS CONTAINED HEREIN. THE
CONTRACTOR MUST ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE
REQUIREMENTS THESE NOTES AND THE REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS
THAT COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL NOTES AND SPECIFIC PLAN NOTES MAY BE FOUND ON THE INDIVIDUAL
PLANS. THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE. 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.
3. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION THE CONTRACTOR MUST CONFIRM WITH THE ENGINEER OF RECORD THAT
THE LATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR
CONSTRUCTION. THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY.
4. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND
APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED
AND THOROUGHLY REVIEWED THE CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND
APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE
BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES.
5. THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS,
SPECIFICATIONS/REPORTS 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, AND ALL PROVISIONS IN AND CONDITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER
INCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDA TO SAME.
6. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY
CAREFULLY REVIEWING THE MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING,
BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLANS, WHERE APPLICABLE). THE
CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND ENGINEER OF RECORD, IN WRITING, OF ANY CONFLICTS,
DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS AND ANY OTHER PLANS THAT COMPRISE THE
CONSTRUCTION DOCUMENTS.
7. CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURAL/BUILDING PLANS OF RECORD
FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT
BUILDING UTILITY LOCATIONS.
8. THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY ENGINEER OF RECORD, 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 RE -DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS
OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING ENGINEER OF RECORD
WRITTEN NOTIFICATION OF SAME AND (B) ENGINEER OF RECORD, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN
AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK.
9. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST
NOT SCALE OFF THE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE
CHECKED AND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS,
FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENT OF SITE WORK. SITE PLAN DRAWINGS ARE NOT
INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE CONTRACTOR MUST MAKE
CONTRACTOR'S OWN MEASUREMENTS FOR LAYOUT OF IMPROVEMENTS.
10. THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH, AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL
CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
11. WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND
RECOMMENDATIONS SET FORTH THEREIN 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: (A)
THE PLANS; AND (B) THE GEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY
NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY SUCH
CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORT AND PLANS AND SPECIFICATIONS, PRIOR TO
PROCEEDING WITH ANY FURTHER WORK. IF A GEOTECHNICAL REPORT WAS NOT CREATED, THEN THE CONTRACTOR
MUST FOLLOW AND COMPLY WITH ALL OF THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS
AND APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT.
12. ENGINEER OF RECORD IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO
LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY.
13. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE 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. ALL OF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'S SOLE COST AND EXPENSE.
14. THE CONTRACTOR MUST EXERCISE EXTREME CAUTION 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. THE 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.
15. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED
MATERIAL, EXCESS SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY
AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS
PROJECT OR OVER THE CONTRACTOR.
16. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT
DISPOSAL ACTIVITIES, TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST.
17. THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL 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 MUST 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. THE CONTRACTOR MUST BEAR ALL COSTS
ASSOCIATED WITH SAME. THE CONTRACTOR MUST, PROMPTLY, DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE
OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION.
18. THE ENGINEER OF RECORD AND BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR
OTHER RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE ENGINEER OF
RECORD AND BOHLER ENGINEERING HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY,
SAME BEING WHOLLY OUTSIDE OF ENGINEER OF RECORD'S AND BOHLER ENGINEERING SERVICES AS RELATED TO THE PROJECT.
THE ENGINEER OF RECORD AND BOHLER ENGINEERING ARE NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY
ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME.
19. THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE ENGINEER OF RECORD AND BOHLER ENGINEERING, ANY
DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE
CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT
WILL BE AT THE CONTRACTOR'S OWN RISKAND, FURTHER, THE CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS
THE ENGINEER OF RECORD AND BOHLER ENGINEERING FOR ANY AND ALL DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND
THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY RELATED TO SAME INCLUDING, BUT NOT LIMITED TO, ANY THIRD PARTY AND
FIRST PARTY CLAIMS.
20. THE ENGINEER OF RECORD AND BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM
THE CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT
CODES, RULES, STATUTES AND THE LIKE. IF THE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT
ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES AND THE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO
AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND
BOHLER ENGINEERING HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT ENGINEER AND BOHLER
ENGINEERING SUFFER AND ANY AND ALL COSTS THAT ENGINEER AND BOHLER ENGINEERING INCUR AS RELATED TO SAME.
21. ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE
STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY
INSURANCE (CGL) INCLUDING ALSO ALL UMBRELLA COVERAGES. 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 INSUREDS AND TO PROVIDE
CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY
OBLIGATIONS ASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER
ENGINEERING WITH CERTIFICATIONS OF INSURANCE OR CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED
INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD
OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND AFTER ALL PERMITS ARE ISSUED,
WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY 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 CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO
THE PROJECT. THE CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION,
SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER.
22. THE ENGINEER OF RECORD AND BOHLER ENGINEERING ARE 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 IN SCOPE AND REVISIONS THAT RESULT
FROM SAME. THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR DETERMINING THE MEANS AND METHODS FOR
COMPLETION OF THE WORK, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
23. 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 (HEREIN "BOHLER ENGINEERING
PARTIES" RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM 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 WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH
JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS EMPLOYEES, PERSONNEL, AGENTS,
SUBCONTRACTORS AND SUBCONSULTANTS HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANY RESPONSIBILITY
FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL HEALTH AND
SAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR
MUST INDEMNIFY, DEFEND, PROTECT AND HOLD HARMLESS BOHLER ENGINEERING FOR AND FROM ANY LIABILITY TO BOHLER
ENGINEERING RESULTING FROM THE CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR
ANY NOTES IN THE PLAN SET AND, FURTHER, THE CONTRACTOR MUST NAME BOHLER ENGINEERING AS AN ADDITIONAL INSURED
UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE.
24. WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER ENGINEERING'S SCOPE OF SERVICES CONTRACT WITH THE
OWNER/DEVELOPER, 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 EVALUATING CONFORMANCE WITH THE DESIGN INTENT AND THE
INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND 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 ENGINEERING HAS NO RESPONSIBILITY OR LIABILITY FOR
SAME. BOHLER ENGINEERING WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS
PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER ENGINEERING'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, MUST NOT
INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER
ENGINEERING IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN
WRITING, PROMPTLY AND IMMEDIATELY BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER
ENGINEERING'S ATTENTION. BOHLER ENGINEERING IS NOT REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH
SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED.
25. IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN,
WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER OF RECORD AND/OR BOHLER ENGINEERING
FOR ALL DEVIATIONS WITHIN ENGINEER'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS
INCURRED IN CORRECTING ANY WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES
ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER,
MUST DEFEND INDEMNIFY PROTECT AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER ENGINEERING PARTIES TO
THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS,
JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME.
26. THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE
RIGHT OF WAY OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE
CONTRACTOR'S SOLE RESPONSIBILITY.
27. 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, THE ENGINEER OF
RECORD AND/OR BOHLER ENGINEERING ARE 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 THE ENGINEER OF RECORD AND
BOHLER ENGINEERING PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT ENGINEER OF RECORD AND/OR
BOHLER ENGINEERING INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE.
28. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH
AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND
ALL APPLICABLE 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.
29. THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY
OTHER AGENCY WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. ENGINEER OF RECORD AND BOHLER
ENGINEERING HAS NO RESPONSIBILITY FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK.
30. THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN
ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIAAND SPECIFICATIONS. IF THE
CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND
SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD ENGINEER OF RECORD AND/OR BOHLER ENGINEERING PARTIES HARMLESS
FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE.
31. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON -SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN
COMPLIANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES
WHERE ONE (1) ACRE OR MORE IS DISTURBED BY CONSTRUCTION ACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A
DIFFERENT THRESHOLD). THE CONTRACTOR MUST ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL 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 AND FURTHER, THE CONTRACTOR IS SOLELY AND
COMPLETELY RESPONSIBLE FOR FAILING TO DO SO.
32. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER
OF RECORD, THE USE OF THE WORDS'CERTIFY' OR'CERTIFICATION' CONSTITUTE(S) AN EXPRESSION ONLY OF PROFESSIONAL
OPINION REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE ENGINEER OF RECORD'S KNOWLEDGE OR BELIEF AND IN
ACCORDANCE WITH COMMON AND ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND
DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY
CIRCUMSTANCES.
SITE LAYOlL T NOTES
(Rev. 1 /2019)
1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY
COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2. PRIOR TO THE COMMENCEMENT OF GENERAL CONSTRUCTION, THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL AND
ANY STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES NECESSARY, AS INDICATED ON THE APPROVED SOIL
EROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES' GUIDELINES
TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY.
3. ALL DIRECTIONAUTRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON
UNIFORM TRAFFIC CONTROL (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS, GUIDELINES, RULES,
REGULATIONS, STANDARDS AND THE LIKE.
4. THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD -VERIFYING THEIR LOCATION. THE CONTRACTOR MUST COORDINATE THE
RELOCATION OF TRAFFIC SIGNS WITH THE ENTITY WITH JURISDICTION OVER THE PROJECT.
5. ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHEN
DIMENSION IS TO A PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICT
ACCORDANCE WITH THE DETAILS, UNLESS NOTED CLEARLY OTHERWISE.
GRADING NOTES (Rev.1/2019)
1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY
COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS
SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEEN
REFERENCED, THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS AND
RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE
REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION OVER THIS PROJECT.
3. THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF -SITE
MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE ENGINEER OF
RECORD AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK.
4. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT
ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION
OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE
ENGINEER OF RECORD, IN WRITING.
5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS
SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT
ACCORDANCE WITH THE GEOTECHNICAL REPORT'S GUIDANCE. 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. THIS REPORT MUST VERIFY 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 WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. 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 MUST BE
REMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. 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.
6. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS NECESSARY,
TO MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE
STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.
7. IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING
PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN
WRITING, OF ANY DISCREPANCY(IES) AND/OR CONFLICT(S).
8. THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO THE
PROPOSED GRADING, AND TO BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS.
ACCESSIBILITY DESIGN GUIDELINES (Rev.1/2019)
1. ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF:
(A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET SEC. AND 42 U.S.C. § 4151 ET SEC.); AND (B)
ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE
COMPLETED.
2. THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND CONSISTENCY WITH
INDUSTRY GUIDELINES.
3. THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS AND ACCESSIBLE
ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACES PUBLIC TRANSPORTATION
PEDESTRIAN ACCESS, AND INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE
GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING:
A. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION.
B. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS SPECIFIED BY THE
GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH. THE
SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE
PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL,
OPENINGS MUST NOT EXCEED 1/2-INCH IN WIDTH. VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH
BEVEL AT A SLOPE NOT STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 1/4-INCH ARE PERMITTED.
C. ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE PROVIDED AT EACH END
OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES, AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN
ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY
60-INCHES. HAND RAILS ON BOTH SIDES OF THE RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES.
D. ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST NOT EXCEED 1:10
(10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG (48-INCHES PREFERRED). IN ALTERATIONS,
WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT EXCEED A SLOPE OF 1:12 (8.3%).
E. DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH OF TRAVEL. THIS
LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO
FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVE
DOORWAY OPENING CONDITIONS. SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCES INCORPORATED BY CODE .
F. WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACCESSIBLE
COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL 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 ENGINEER OF RECORD IN WRITING OF ANY DISCREPANCIES
AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY
WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE
REGULATIONS AND THE ACCESSIBLE GUIDELINES.
G. THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY
NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN
WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACE
NON -CONFORMING CONCRETE AND/OR PAVEMENT SURFACES.
4. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS CONSISTENT WITH THE
LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION.
DEMOLITION NOTES
(Rev. 1 /2019)
1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY
COMPLY WITH THESE NOTES IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2. THE CONTRACTOR MUST CONDUCT DEMOLITION/REMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM
INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR MUST
OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY(IES) PRIOR TO THE COMMENCEMENT OF
ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY.
3. WHEN DEMOLITION -RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY, THE CONTRACTOR MUST
PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL
HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCAL
REGULATIONS.
4. THE DEMOLITION (AND/OR REMOVALS) PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY
CONDITIONS REGARDING ITEMS TO BE DEMOLISHED, REMOVED, AND/OR TO REMAIN.
A. THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIES
ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS.
B. THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS METHODS SEQUENCING
TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS, METHODS, SEQUENCING,
TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE
FEDERAL LOCAL AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER
SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR THE CONTRACTOR AND THE PUBLIC.
5. THE CONTRACTOR MUST PROVIDE ALL "METHODS AND MEANS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR
COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE
CONTRACTOR, AT THE CONTRACTOR'S SOLE COST, MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TO
REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE THE RESTORATION
OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE -DEMOLITION CONDITION, OR BETTER. CONTRACTOR MUST PERFORM ALL
REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE.
6. ENGINEER OF RECORD AND/OR BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE
CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WITH ALL OSHA
REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR
NEAR TO THE SAME.
7. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION
AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS
NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR
MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF
ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION AREA.
8. PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN WRITING,
RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR
QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRD
PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE ENGINEER OF
RECORD AND/OR BOHLER ENGINEERING, IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE
ENGINEER OF RECORD AND/OR BY BOHLER ENGINEERING, IN WRITING. 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.
9. THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS
RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION 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, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY
COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.
10. PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST:
A. OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND ALL PUBLIC
AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK.
B. NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT
LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK.
C. INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN
SAID CONTROLS UNTIL SITE IS STABILIZED
D. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE -CALL DAMAGE PROTECTION SYSTEM FOR
UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION.
E. LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND
STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT
ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION
SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES.
F. PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY
DEMOLITION ACTIVITIES.
G. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR
PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS
AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE ENGINEER OF RECORD'S RESPONSIBILITY. IN THE EVENT OF
ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN
NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE
WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS.
H. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) REGARDING WORKING "OFF-PEAK"
HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF AND TO THE AFFECTED
PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER.
I. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN
THE PROJECT PLANS AND SPECIFICATIONS, OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST
IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE
OWNER AND ENGINEER OF RECORD AND BOHLER ENGINEERING, THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER
AND COMPLIANT REMOVAL OF SAME.
11. THE CONTRACTOR MUST ENSURE THAT ANY EXISTING ASBESTOS -CONTAINING MATERIALS ENCOUNTERED ARE PROPERLY
REMOVED FROM THE SUBJECT PREMISES AND ARE DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL
REQUIREMENTS, PRIOR TO THE COMMENCEMENT OF DEMOLITION ON SITE AND MUST PERFORM ALL AGENCY NOTIFICATIONS AS
REQUIRED, AT THE CONTRACTOR'S SOLE EXPENSE.
12. THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS,
FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN STRICT ACCORDANCE AND
CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THE WRITTEN DIRECTION OF THE OWNER'S
STRUCTURAL OR GEOTECHNICAL ENGINEER.
13. DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE,
WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL AGENCIES WITH
JURISDICTION.
14. THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL
MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW
IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED IN THE
GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO
AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE.
THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE
ENGINEER OF RECORD AND THE OWNER.
15. EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE,
NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANY
DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF THE REQUIRED PERMIT
AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS
ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO
MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE.
16. IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL MEASURES
TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THE
CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THE
DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR
"PRE -DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST.
17. 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 OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED, INCLUDING BUT NOT LIMITED TO,
THE PUBLIC RIGHT-OF-WAY.
18. THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS UPON WHICH IS INDICATED THE LOCATION OF EXISTING UTILITIES
THAT ARE CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE
PREPARED IN A NEAT AND WORKMAN -LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE
WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST.
19. THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED,
IN ACCORDANCE WITH FEDERAL STATE COUNTY AND LOCAL REQUIREMENTS PRIOR TO CONTINUING CONSTRUCTION IN THE
AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE CONTRACTOR'S SOLE COST.
LIGHTING NOTES (Rev.1/2019)
1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY
COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2. THE LIGHTING CONTRACTOR MUST COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE PLANS,
INCLUDING BUT NOT LIMITED TO GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL AGENCY AND
GOVERNMENTAL REGULATIONS.
3. THIS LIGHTING PLAN DEPICTS PROPOSED, SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE NOTED
MANUFACTURER. 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.
4. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ALL ANALYZED ON A HORIZONTAL GEOMETRIC
PLANE AT ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED. ILLUMINATION LEVELS ARE SHOWN IN FOOT-CANDLES.
5. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY MAINTAINED TO ENSURE THAT THEY FUNCTION PROPERLY. THIS
WORK MAY INCLUDE, BUT IS NOT LIMITED TO, VISUAL OBSERVATION, CLEANING OF LENSES, AND RE-LAMPING (IF NECESSARY) AT
LEAST ONCE EVERY SIX 6 MONTHS. UPON COMPLETION AND OWNER'S ACCEPTANCE OF THE WORK ALL OF THE ABOVE
OUTLINED AND DESCRIBED RESPONSIBILITIES SHALL BECOME SOLELY THE OWNER'S.
6. 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.
DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC., ACTUAL LIGHT
LEVELS MAY DIFFER. EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN ARE TO BE CONSIDERED APPROXIMATE.
7. THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES. POWER SYSTEM, CONDUITS, WIRING AND
OTHER ELECTRICAL COMPONENTS ARE SOLELY THE ARCHITECT'S, MECHANICAL ENGINEER'S AND/OR LIGHTING CONTRACTOR'S
RESPONSIBILITY, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THESE ITEMS MUST BE INSTALLED AS REQUIRED
BY STATE AND LOCAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF LIGHTING FIXTURES AND
APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES.
8. THE CONTRACTOR MUST BRING IMMEDIATELY, IN WRITING, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR
OTHER STRUCTURE(S) TO THE ENGINEER OF RECORD'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
9. THE LIGHTING CONTRACTOR MUST COORDINATE WITH THE PROJECT ARCHITECT REGARDING ANY AND ALL POWERS SOURCE
FROM WITHIN THE BUILDING, AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT.
10. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SHIELDING AND OR ROTATED OPTICS ARE INSTALLED AS INDICATED ON
THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCY APPROVED.
SOIL EROSION & SEDIMENT CONTROL ELAN NOTES (Rev.1/2019)
1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY
COMPLY WITH THESE NOTES IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2. EROSION CONTROL MEASURES MUST CONFORM TO THE GUIDELINES FOR URBAN EROSION AND SEDIMENT
CONTROL UNLESS OTHERWISE NOTED, OR UNLESS ENGINEER CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE.
INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION
CONTROL CONSTRUCTION NOTES.
3. THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY 1R n ACRES.
4. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE:
A. STABILIZED CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT IS TO BE INSTALLED
AT THE DESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE
RETAINED ON -SITE.
B. SEDIMENT FENCE - INSTALL SILT FENCE(S) AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE,
TEMPORARY FILL AND SOIL STOCKPILES.
C. INSTALL FILTER FABRIC DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES ARE
INSTALLED TO REDUCE THE QUANTITY OF SEDIMENT. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE
FROM DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA.
5. INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S
RECOMMENDATIONS.
6. THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT
DEPOSITS GREATER THAN 6" COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE
ANY SILT FROM DROP INLET PROTECTION.
7. THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO
FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE
CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST
MANAGEMENT PRACTICES.
8. THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER SO REQUIRES, TO PREVENT ANY,
INCLUDING THE INCIDENTAL, DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE.
9. THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE
UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION
CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR
ALL SUCH COSTS.
10. THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION
AND THE ESTABLISHMENT OF VEGETATION.
11. THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT
VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION.
12. THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL
FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE
NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL
DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE.
13. THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE
AND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS.
14. THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION.
15. THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR
OFF -SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT.
16. SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE
OBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES.
17. THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE
WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED.
DRAINAGE AND lL TILITY NOTES (Rev.1/2019)
1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY
COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE, AND THE CONTRACTOR MUST INDEPENDENTLY
VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY
CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION
POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING NY CONSTRUCTION. THE
CONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE ENGINEER OF RECORD.
3. THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO,
GAS, WATER, ELECTRIC, SANITARY AND STORM, 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 OF THE UNDERGROUND UTILITIES. THE
CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURING CONSTRUCTION,
AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST BEAR ALL COSTS
ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION.
4. THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND
UTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION.
5. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR
VERIFYING LOCATIONS OF SAME BASED UPON FINAL ARCHITECTURAL PLANS.
6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT
BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS AND DETAILS, DOOR ACCESS, AND EXTERIOR
GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION
OF UTILITY 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 OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES 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 DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS
DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, AND PRIOR TO CONSTRUCTION,
MUST RESOLVE SAME.
7. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THE
RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME 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
HAS NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL.
8. DURING THE INSTALLATION OF SANITARY, STORM, 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, IN ANY RESPECT, FROM THE
INFORMATION CONTAINED IN THESE PLANS. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE PLAN, WHICH THE
CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK.
9. THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY,
WATER AND STORM SYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND OR STATE DOT
DETAILS AS APPLICABLE. THE CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE
AGENCY WITH JURISDICTION OVER SAME.
10. FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE
RESPECTIVE UTILITY COMPANY, REGARDLESS OF WHAT THIS PLAN DEPICTS.
11. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY.
THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR
TO COMMENCING CONSTRUCTION.
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NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=60'
CAD I.D.: NCC19180OSDO
PROJECT:
POPLIN MEADOWS
PHASE III SENIOR
AGE TARGETED
]FOR
L� UID
9
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
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ENGINEERING NC, PI..I..0
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC )3ohlerEng.com
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H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC191800SDO.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:48 PM LAST SAVED BY: RMCDOWELL

STANDARD DRAWING LEGEND STANDARD
FOR ENTIRE PLAN SET
ABBREVIATIONS
LIMIT OF WORK
—LOW—LOW—
FOR ENTIRE PLAN SET
LIMIT OF DISTURBANCE
LOD LOD
AC
ACRES
AMERICANS WITH
ADA
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
DISABILITY ACT
ONSITE PROPERTY
ARCH
ARCHITECTURAL
LINE / R.O.W. LINE
BC
BOTTOM OF CURB
NEIGHBORING
— —
PROPERTY LINE /
_ _
BF
BASEMENT FLOOR
INTERIOR PARCEL LINE
BK
BLOCK
EASEMENT
BL
BASELINE
LINE
BLDG
BUILDING
__________
SETBACK
LINE
BM
BUILDING BENCHMARK
BRL
BUILDING RESTRICTION LINE
CF
CUBIC FEET
CL
CENTERLINE
CURB AND GUTTER
CMP
CORRUGATED METAL PIPE
SPILL
TRANSITION
CONN
CONNECTION
CONCRETE CURB &
GUTTER
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CONCRETE
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CORRUGATED PLASTIC PIPE
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CUBIC YARDS
UTILITY POLE
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DECORATIVE
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DUCTILE IRON PIPE
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ELEVATION
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TYPICAL
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EDGE OF PAVEMENT
LIGHT
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EDGE OF SHOULDER
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END WALL
ACORN
LIGHT
EX
EXISTING
TYPICAL
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FLARED END SECTION
SIGN
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FINISHED FLOOR
X
PARKING
X
FH
FIRE HYDRANT
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FG
FINISHED GRADE
G
GRADE
GF
GARAGE FLOOR (AT DOOR)
—170— —
CONTOUR
190
------------- 16'9------------
LINE
187
GH
GRADE HIGHER SIDE OF WALL
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C 516.0
GL
GRADE LOWER SIDE OF WALL
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ELEVATIONS
BC 515.5
GIRT
GRATE
GV
GATE VALVE
HIGH DENSITY
SAN
SANITARY
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POLYETHYLENE PIPE
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#
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HIGH POINT
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STORM
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HOR
HORIZONTAL
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#
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HEADWALL
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SANITARY SEWER
SL
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INTERSECTION
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INVERT
W
UNDERGROUND
W
WATER LINE
LF
LINEAR FOOT
UNDERGROUND
LOC
LIMITS OF CLEARING
E
E
ELECTRIC LINE
LOD
LIMITS OF DISTURBANCE
G
UNDERGROUND
G
LOS
LINE OF SIGHT
GAS LINE
LP
LOW POINT
OH
OVERHEAD
OH
L/S
LANDSCAPE
WIRE
MAX
MAXIMUM
T
UNDERGROUND
T
TELEPHONE LINE
MIN
MINIMUM
C
UNDERGROUND
c
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MANHOLE
CABLE LINE
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MECHANICAL JOINT
— — — — — — — .
STORM
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POINT OF ANALYSIS
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POINT CURVATURE
POINT OF COMPOUND
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TELEPHONE
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TOP OF CURB
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TREE PROTECTION FENCE
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REVISIONS 1
REV DATE COMMENT DRAWN BY
CHECKED BY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=60'
CAD I.D.: NCC19180OSDO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
FOR
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC PLLC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
\��11111111///
S°
SEAL o =
043610 0
V/1
J
rSHEET TITLE:
GENERAL
DOTES
SHEET NUMBER:
C-103
REVISION 0 - 10/28/2019
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC19180OSDO.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:48 PM LAST SAVED BY: RMCDOWELL

NOTES
8ONTERR4 PILLAGE
1.
AREAS COMPUTED BY COORDINATE METHOD.
HOMEOWNERS ASSOCIATION
Z
PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS -OF -WAY,
COMMON OPEN SPACE
SPA
PA
3.
EASEMENTS AND RESTRICTIONS OF RECORD,
DB 5266,
ALL DISTANCES SHOWN ON SURVEYARE HORIZONTAL GROUND
DISTANCES UNLESS OTHERWISE NOTED.
PARCEL ID: Q7021Q01F
4.
5.
6.
NC GRID COORDINATES (NAD83) OBTAINED BY USING GPS, PER THE
NCVRS NETWORK.
BASIS OF BEARING SHOWN HEREON IS NC GRID (NAD 83 NSRS 2011).
THE PROPERTY SHOWN HEREON IS LOCATED IN FLOOD ZONE "ZONE
1 ' S5O°1 '~--w_------
i + Q`J` E" -_
'�hWN $
G151,
X", AREA OF MINIMAL FLOODING PER FLOOD INSURANCE RATE MAP Ilr IRON -
3710541800J, PANEL 1800 EFFECTIVE DATE OCTOBER 16, 2008. �, IRON
RZESMR
7. ANY PROPERTY IDENTIFICATION NUMBERS, PARCEL ID NUMBERS
AND ZONING INFORMATION SHOWN HERE ON WAS TAKEN FROM THE
OFFICIAL TAX RECORDS OF UNION COUNTY.
jk
8. ZdNlNG: RA-40 PER UNION COUN7Y G!S
9. FIELD EVIDENCE SHOWN HEREON WAS TAKEN FROMAN ACTUAL7Q 2
FIELD SURVEY FINISHED ON OCTOBER 09, 2019 AND REFLECTS ♦ ! +', i i I` �p
VISIBLE CONDITIONS EXISTING AT THAT TIME ONLY
10. NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING / � � 1� � �
CONSTRUCTION, OR BUILDING ADDITIONS WERE OBSERVED 1N THE ' J 11 Ir I ! �p
PROCESS OF CONDUCTING THE FIELDWORK. avr
11. NO PROPOSED CHANGES IN STREET RIGHT OF WAY LINES, f_, ml, CIWA J J
EVIDENCE OF RECENT STREET, SIDEWALK CONSTRUCTION, OR
REPAIRS WERE OBSERVED AT THE TIME OF THE SURVEY.
12. NO GAPS, GORES OR OVERLAPS IN THE SUBJECT TRACT `, r i BONTERRA VILLAGE
BOUNDARIES WERE FOUND AT THE TIME OF THE SURVEY. `� ^ {41ETG4NDS BB�'� rrr' 1� !! HOMEOWNERS ASSOCIATION
13. NO EVIDENCE OF CEMETERIES OR BURIAL GROUNDS WERE \,• f'ROX. 0.04 AC, 0 1i1 COS 2 BONTERRA PH. 1 MAP 6
OBSERVED AT THE TIME OF THE SURVEY. I '\ ° 1 '�' PARCEL & 07Q21282
14. NO NCGS MONUMENT IS LOCATED WITHIN 2000 FEET OF SUBJECT '► 4 / s1 `
PROPERTY. DB 5266, PG 834 I
P5 15„. 24"`
REFERENCES: aWK 1
2-STORY _ '• 1a" IAtar ° -
M1 20'
DB 4781, PG 301 \ g•• C &E SSRW FRAME _ — ° „ aWx
o HOUSE 12" SSlarrlvrpo
\ 4-
s PEAR I ; ) 42" OW
UNpS I 1 � 18" 61M1�1—
6'�IctT ,--_ _ BONTERRA (/ILAGE
$ 0 PRIVACY ' ' `------ DS CC re a�1r --- ` '
,ter 2-TRY i WETCAN 24 - ;- HOMEOWNERS ASSOCIATION
y � F411(c '; '+1 " `sue, , 4PPROX. 4.03 AC. :�� �J.. � , ",_ -= COS BQNTERR,4 PH. 1 MAP 5
R�ri� s2086' W NOUSE ; + v5"` _ 0 1a" aar :� �'' --= -_ _`- PARCEL ID.- 070210010
- 19" aw - DB 5266, PG 834
INV IN (N AND -----------------'
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all
IN
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iiiLLGGG 'r ' /• r / `• ``..~ r t 1E•' ,,G.
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HD SOWN RS ASSOCIATION I '`, ,------- ,`6jfl. ,
'COS 2 BON RRA PH. 2 MAP 3 I I �`, ; J _ - ; 'J - - WERANDS . DD �"\ i °� 24" aUr, 1
I 1 `
PARCEL ID: 07021682 `V5 1 i / .'`' _ ~' ! ; / / : 'f '`` _ � '\\ \\ APPROX. D.O.i AC -
DR 5 66, PG 834 I 1 194.
I I I I I POND
I ! r I I 1_ r`\ I f 1 / i ``. \ °, `, � '` - - ___-••_....-� Yr``rr ``r r\
B4SKET84LL COURT
(A^!!VV �\ ,,`` ' - (1`-yy II,4G,.; 01 \\\ t,`,♦ �J `- ',l r``w
itFFE-
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,�}t��L7pn�1 yi jI SEPfIC: 841.42'
``-------- ', I ♦IN, J / I 1 fA„1CL(]V s I 1 i ,, ` `_ _ , ``, \
I I
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PARCEL LINE DATA
SEGMENT
LENGTH
DIRECTION
L1
1081.17
$37° 04' 11 "E
L2
38-88
S37° 04' 11"E
L3
19.78
S47° 08' 27"E
L4
30.14
N55* 48' 28"W
LEGEND
0 COMPUTED POINT
#4 IRON REBAR SET
O IRON FOUND (AS DESCRIBED)
SDMH STORM MANHOLE
SSMH SEWER MANHOLE
RCP REINFORCED CONCRETE PIPE
RAN RIGHT-OF-WAY
CL CENTERLINE
Of WETLANDS FLAG
PROPERTY LINE
-- ADJOINER LINE
RIGHT-OF-WAY LINE
— OH - OVERHEAD WIRES
ss —ss UNDERGROUND SAN. SEWER LINE
— UNDERGROUND STORM LINE
WETLANDS
E APPROX. UNDERGROUND ELECTRIC
G APPROX. UNDERGROUND GAS
CL INTERMITTENT CREEK
----X FENCE (AS DESCRIBED)
TBM - TEMPORARY BENCHMARK
- UTILITY POLE
Q SANITARY MANHOLE
®w� WATER METER
WATER VALVE
;D6 FIRE HYDRANT
CJ. MAIL BOX
TREE (SIZE AS NOTED)
l
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S?�5621 L.F. (21479ACRES) TOTAL AREA ~L3
211.57SSE (P.1 5A'l RE,-)DEDICATEDRIW
1 914W,S,F, (21.981ACRES)A- T I— TSR1w -
.- __--- --_...-- -' ^--..._-_.-... -_--^---'-_ _ ����J
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SEAL
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I CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK4781, PAGE 301); THAT THE
RATIO OF PRECISION OR POSITIONAL ACCURACY IS 1:%000; AND THAT THIS MAP MEETS THE
REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA
(21 NCAC 56. 1600)." THIS 28th DAY OF OCTOBER, 2019.
/o
CARY H. WATTS DATE
NCPLS L-4202
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UNION COUNTY, NORTH CAROLINA
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FILE NO.
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SUITE 310
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11 1 '
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180
980.272.3400 - 980.272.3401 fAX
ENGINEERING NC, PLLC-6ohleresgneering.com
DATE
N UPSTATE NEWYORK O BOSTON, MA ■ NEWYORK METRO w WARREN, NJ ■ PHILADELPHINSOUTHERN NJ ■ LEHIGH VALLEY, PA ■ S0UTHEASTMN PA
10-28 2019
■ BALTIMORE, MD ■ SOUTHERN MARYLANC ■ NORTHERN VIRGINIA ■ WASHINGTON, DC ■ CENTRAL VIRGINIA ■ CHARLOTTE, NC ■ RALEIGH, C.
FIELD DATE
CREW CHIEF
DRAWN
REVIEWED
APPROVED
SCALE
DWG. NO.
10-09-2019
CK
AR
I CHW
I CHW I
1" = 60
1 OF I

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20' 2-STORY
8 " cAeLE SSRW FRAME
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H:\2019\NCC191800\DRAWINGS\PLANSETS\CONSTRUCTION DOCUMENTS\NCC19180OSSO.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:49 PM LAST SAVED BY: RMCDOWELL
r
■
i
I
DEMOLITION LEGEND
EXISTING NOTE
TYPICAL NOTE TEXT
DEMOLITION NOTE
EASEMENT
LINE
CONCRETE CURB &
GUTTER
FENCE
—X---- X---- X----
UTILITY POLE
PPC7-),
LIGHT POLE
LPCQ>
UNDERGROUND---p�—
WATER LINE
UNDERGROUND GAS
LINE
—G----G--
OVERHEAD WIRE
--AY ---- a'! --
TELEPHONE BOXIm
STORM
SEWER
SANITARY SEWER
MAIN
HYDRANT
1.-L
®
SANITARY
MANHOLE
c1
0
STORM MANHOLE
0
®
STORM INLET
m
HEADWALL
El
WELL LOCATION
L 1
® M
WATER METER
®WM
©
ELECTRIC METER
GAS METER
99
WOODS
—LEGEND
TREE PROTECTION
FENCING
LIMITS OF
DISTURBANCE
LOD LOD
ur'
_ H I
DEMO NOTES:
1. EXISTING RESIDENCE, WELL AND ON -SITE
WASTEWATER DISPOSAL SYSTEM IS TO BE
I9 a
DEMOLISHED/ABANDONED PRIOR TO SITE
j
DEVELOPMENT. ANY ADDITIONAL WELLS OR
ON -SITE WASTEWATER DISPOSAL SYSTEMS
DISCOVERED DURING CONSTRUCTION WILL
BE ABANDONED IN ACCORDANCE WITH
APPLICABLE NC LAWS AND RULES AFTER
CONTACTING UNION COUNTY
ENVIRONMENTAL HEALTH TO OBTAIN
NECESSARY PERMITS.
2. SEE LANDSCAPE PLANS FOR TREE
\
PRESERVATION CALCULATIONS
palm
Q
0
Z
W
W W U)
Z_ � 0� W
U z 5 z W 2
Z W Ur W >
W 2U—U13�
Ur Z W W W5; W
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z J � U) U)
Q � z U) Z
> J
U
W
U)
REVISIONS
REV DATE COMMENT oRawNev
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC19180OSS0
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
FOR
LIQUID
MANAGMaENT
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
SEAL
043610 0
o o
o
NE�e' 1,
SHEET TITLE:
EXISTING
CONDITIONS &
DEMOLITION
PLAN
SHEET NUMBER
C�1�1
REVISION 0 - 10/28/2019

z I
J
a
11
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k05511 2 BON RRA PH. 2 MAP 3
PARCEL 1D.- 070216,52 _
1
1
AGE
0 1ATION
J2MAP3
21682
834
1
SONTERRA VILLAGE
HOMEOWNERS ASSOCIATION
COMMON OPEN SPACE
DS 5266, PG 834
PARCEL ID.- 07021001E
SONTERRA VILLAGE
HOMEOWNERS ASSOCIATION
COS 1 SONTERRA PH. 2 MAP .3
PARCEL ID: 07021687
DS 5266, PG 834
LOT:79
LOT:78
LOT:77
LOT:76
LOT:75
3675 SF
3150 SF
3150 SF
3150 SF
3675 SF
LOT:18
LOT:17
LOT:16
LOT:15
LOT:14
LOT:13
4347 SF
3679 SF
3675 SF
3675 SF
3675 SF
4200 SF
SEE SHEET C-302
1
1 1
1 1
1 1
1 1
/ 1
1 /
/ 1
1 /
1 /
BONTEARA VILLAGE
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COS BONT RRA PH. 1 MAP 5 /
PARC L ID. 07021001D l
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1
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LOT:73
LOT:72
LOT:
LOT:70
LOT:69
4 1 SF
3675 SF
3675 SF
3675 3
3675 SF
4200 SF
LOT: 12
LOT:11
LOT:10
LOT:
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41 SF
3675 SF
3675 SF
3675 S
3675
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1 ROBERT W. & LINDA 5RIGMAN TRUSTEES
PARCEL 1D.-If70420103
DS 14JJI PG 251
1
1
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SEE SHEET C-304
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REBAR
LOT:68
LOT:67
LOT:66
LOT:65
LOT:64
LOT:63
4200 SF
3675 SF
3675 SF
3675 SF
3675 SF
4645 SF
LOT:6
LOT:5
LOT:4
LOT:3
LOT:2
LOT:1
4259 SF
3727 SF
3727 SF
3727 SF
3727 SF
4244 SF
LOT; 58
4161 SF
LOT: 59
3286 SF
LOT: 60
3162 SF
LOT: 61
3150 SF
LOT: 62
3675 SF
SEE SHEET C-303
SEE SHEET C-305
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REVISIONS 1
REV DATE COMMENT DRAWN BY
CHECKED BY
L I L
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
1
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC19180OSS0
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
FOR
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
SEAL
043610 0
o
o"NG I NE�e'°° �'qr
A. '
O�z8�19
(-SHEET TITLE:
OVERALL SITE
PLAN
SHEET NUMBER:
C-301
=�
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H:\2019\NCC191800\DRAWINGS\PLANSETS\CONSTRUCTION D0CUMENTS\NCC191800SS0.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:49 PM LAST SAVED BY: RMCDOWELL
REVISION 0 - 10/28/2019

I
rrwr. r�r�rvinivuv i
DRAINAGE AND
ACCESS EASEMENT
I u
I
I
I
I
10' WIDE COMPACTED SOIL ACCESS
ROAD (95% COMPACTED SUBGRADE)
II
II
I
II
II
II
II
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LOT: 3
4826 S
\
PROP. CHAINLINK POND
FENCE WITH GATE DOORS
n I��E"l I��II:II��II!�7��1
/_1wwIE•L'1►11
LIQUID MANAGEMENT, LLC
231 POST OFFICE DRIVE
SUITE B-8
INDIAN TRAIL, NC 28079
CONTACT: GENE VAUGHAN
EMAIL: [e-mail]
PHONE: [phone]
PREPARER/ENGINEER:
BOHLER ENGINEERING NC, PLLC
1927 SOUTH TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
CONTACT: MICHAEL THEBERGE
EMAIL: [e-mail]
THIS PLAN IS BASED UPON THE FOLLOWING:
BOHLER ENGINEERING, PLLC
"BOUNDARY AND TOPOGRAPHIC SURVEY FOR LIQUID MANAGEMENT, LLC"
JOB#: NCCS191800
DATED: 10/18/2019
OWNER: WILLIAM M NICCOLAI JR. & AMY NICCOLAI
ADDRESS: 5906 BONTERRA VILLAGE WAY
INDIAN TRAIL, NC 28079
PIN:07042010
D.B. 4781, PG. 301
GROSS AREA: ±21.48 ACRES
EX. ZONING: RA-40
TOTAL PROPOSED PARCEL AREA: t8.31 ACRES
TOTAL PROPOSED ROW AREA: t2.56 ACRES
TOTAL COMMON OPEN SPACE AREA: t10.11 ACRES (51.8% OF TOTAL AREA)
REQUIRED RECREATION COMMON OPEN SPACE: N/A
APPROVED REZONING DESIGNATION: R-4
TOTAL NUMBER OF LOTS:
SINGLE FAMILY ATTACHED: 99 LOTS
PROJECT DENSITY: 21.48 ACRES (TOTAL SITE AREA) - 3.06 ACRES (TOTAL SITE ROW AREA) = 18.42 ACRES
99 LOTS / 18.42 ACRES = 5.37 DUA
RECREATION COS LOTS: 4
TOTAL LOTS PROPOSED: 103
TOTAL STREET LENGTH: 2255 LF
BULK REQUIREMENTS:
CODE ALLOWED
(R-4)
PROVIDED
A. MIN. AREA PER DWELLING UNIT
2,000 SF
3,150 SF (MIN.)
B. MIN. BUILDING SETBACK
STREET/FRONT SETBACK
20'
20'
SIDE SETBACK
5'
5'
REAR SETBACK
25'
25'
C. MAX. BUILDING HEIGHT
50'
30'
D. OPEN SPACE
N/A
t10.11 AC; INCLUDING SWM = 0.96
AC
E. NO BUFFERS ARE NOTED TO BE REQUIRED BY ORDINANCE, HOWEVER BUFFER
AREAS ARE PROVIDED PER
REZONING (SEE PLAN)
F. AREA TO BE DEDICATED TO ROW: 2.56 AC
7. EXISTING USE: SINGLE FAMILY RESIDENCE
8. EXISTING STRUCTURES: (1) SINGLE FAMILY HOME AND ASSOCIATED UTILITY STRUCTURES AND
CONNECTIONS. (1) SOCCER FIELD, (1) BASKETBALL COURT, (1) GAZEBO, (1) BARN.
9. NO EXISTING ROCK OUTCROPS ON SITE.
10. SITE IS NOT LOCATED WITHIN ANY FEMA DESIGNATED FLOODPLAIN.
11. PROPOSED MINIMUM LOT SIZE VARY WITH PRODUCT TYPE.
12. ALL 30' AND 35' WIDE SINGLE FAMILY ATTACHED UNITS WILL HAVE A FULL DRIVEWAY PARKING SPACE, AND
A ONE CAR GARAGE FOR TWO SPACES TOTAL. CODE REQUIRES 2 SPACES PER UNIT.
13. MINIMUM DRIVEWAY LENGTH SHALL BE 20' FEET AS MEASURED FROM EDGE OF RIGHT OF WAY TO FACE OF
GARAGE. DRIVEWAYS AT LEAST 18' IN LENGTH ARE COUNTED AS PARKING SPACES TOWARDS COUNTY CODE
REQUIREMENTS.
14. (2) ON -STREET PARALLEL STANDARD AND (2) ON -STREET PARALLEL ADA PARKING SPACES ARE SHOWN ON
PLAN. NO OTHER ON -STREET PARKING IS SHOWN AS THERE ARE NO COUNTY REQUIREMENTS.
15. EXISTING PROPERTY LINE IS AT CENTER OF BONTERRA VILLAGE WAY. PROJECT WILL DEDICATE VARYING
R.O.W. FROM CENTERLINE OF BONTERRAVILLAGE WAY TO MATCH EXISTING R.O.W. SECTION ON RECORD.
16. NCDOT DRIVEWAY PERMIT WILL BE ACQUIRED, BUT NOT REQUIRED AT THE TIME OF THIS APPLICATION.
17. CURB, GUTTER, AND SIDEWALK SHALL BE REQUIRED ON BOTH SIDES OF THE INTERIOR ROAD. ALL
INTERIOR ROADS WILL BE NCDOT MAINTAINED AND AS SUCH MUST BE BUILT TO STATE STANDARDS.
18. STREET LIGHTING IS PROPOSED TO BE A DECORATIVE ACORN LIGHT PER DUKE POWER STANDARDS. EXACT
SPECIFICATIONS AND LOCATIONS TO BE DETERMINED. STREET LIGHTS SHALL BE RATED A MINIMUM OF
9500-LUMEN, AND SHALL BE 100 WATT HIGH PRESSURE SODIUM VAPOR LOCATED AT ALL INTERSECTIONS AND
MID -BLOCK LOCATIONS WITH INTERVALS NOT EXCEEDING 300 FEET.
19. STREET SIGNS AND POSTS WILL MEET NCDOT STANDARDS.
20. PROJECT WILL REQUIRE STORMWATER DETENTION AND WATER QUALITY MEASURES IN ACCORDANCE WITH
THE UNION COUNTY CLUSTER ORDINANCE.
21. A PERMIT FROM THE STATE WILL BE REQUIRED FOR THE EROSION CONTROL PLAN.
22. ALL INTERSECTION TIE IN POINTS SHALL BE DESIGNED IN ORDER FOR CURB RAMPS TO BE ADA COMPLIANT.
23. THERE IS (1) KNOWN WELL/SEPTIC TANK/FIELD ON SITE. REMOVAL WILL OCCUR UNDER SEPARATE PERMIT.
24. GARBAGE IS PROPOSED TO BE COLLECTED ALONG STREET FRONTAGE FOR ALL UNITS.
25. ALL PROPOSED CLUSTER MAILBOXES MUST BE BREAKAWAY AND HAVE AN ENCROACHMENT AGREEMENT
WITH MR. BOB WELTNER (704-218-5100).
26. TO BE WRITTEN INTO THE DEED RESTRICTIONS AND HOA CONTRACT, "NO ON STREET PARKING WILL BE
ALLOWED.
CONSTRUCTION SCHEDULE.
ANTICIPATED START DATE: SPRING 2020
ANTICIPATED FINISH DATE: FALL2021
LO
37,
LEGEND
TREE PROTECTION
FENCING
LIMITS OF
DISTURBANCE
LOD LOD
30 15 7.5 0 30
1 "= 30'
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REVISIONS 1
REV DATE COMMENT DRAWN BY
CHECKED BY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC19180OSSO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
FOR
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOHLER
ENGINEERING NC, PLLC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
SEAL o =
043610 0
SHEET TITLE:
SITE PLAN
SHEET NUMBER:
C-302
■
H:\2019\NCC191800\DRAWINGS\PLANSETS\CONSTRUCTION DOCUMENTS\NCC19180OSSO.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:49 PM LAST SAVED BY: RMCDOWELL
REVISION 0 - 10/28/2019

DRIVEV
3/4" DOMESTIC
(TO BE SET AS REQL
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TYPICAL LOT LAYOUT
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(NO TREES)
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LEGEND
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REVISIONS 1
REV DATE COMMENT NBY
CHHECKECKED BY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
1
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC19180OSSO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
FOR
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
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SHEET TITLE:
SITE PLAN
SHEET NUMBER:
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■
H:\2019\NCC191800\DRAWINGS\PLANSETS\CONSTRUCTION DOCUMENTS\NCC191800SS0.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:49 PM LAST SAVED BY: RMCDOWELL
REVISION 0 - 10/28/2019

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35'
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35'
35'
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LOT:18
4347 SF
LOT:17
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LOT:16
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LOT:15
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LOT:14
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LO
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FENCING
LIMITS OF
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LOD LOD
30 15 7.5 0 30
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REVISIONS 1
REV DATE COMMENT DRAWN BY
CHECKED BY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
1
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC19180OSSO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
FOR
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
SEAL o
043610 0
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SHEET TITLE:
SITE PLAN
SHEET NUMBER:
C-304
■
H:\2019\NCC191800\DRAWINGS\PLANSETS\CONSTRUCTION DOCUMENTS\NCC19180OSSO.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:49 PM LAST SAVED BY: RMCDOWELL
REVISION 0 - 10/28/2019

.1-MATCHLINE - SHEET C-303
LEGEND
TREE PROTECTION
FENCING
LIMITS OF
DISTURBANCE
LOD LOD
30 15 7.5 0 30
1 "= 30'
REVISIONS
REV DATE COMMENT DRAWN BY
CHECKED BY
.00
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
1
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC19180OSSO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
FOR
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
com
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SHEET TITLE:
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H:\2019\NCC191800\DRAWINGS\PLANSETS\CONSTRUCTION DOCUMENTS\NCC19180OSSO.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:49 PM LAST SAVED BY: RMCDOWELL
REVISION 0 - 10/28/2019

44.00 34.77
CD D�0C7o.
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8.00 24.00
4.06 20.00
Pumper Fire Truck Standard Rear -Loader
feet feet
Width 8.50 Width 8.00
Track 8.50 Track 8.00
Lock to Lock Time 6.0 Lock to Lock Time 6.0
Steering Angle : 37.8 Steering Angle 27.4
.5" LIFTS OF ASPHALT SURFACE COURSE (S9.5B)
10" AGGREGATE BASE COURSE (ABC STONE)
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT
AND NCDOT SPECS)
NOTE.
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.
SUBDIVISION ROAD PAVEMENT SECTION W/ C&G
NOT TO SCALE
Y-6' CAM _GIMR
SURFACE COURSE
3" IN TWO (2) 1.5" LIFTS S
ABC STONE
10" ABC STONE
(6" UNDER CURB AND GUTTER)
V IllamIl iF
COMPACTED
StWORADE
CURB AND GUTTER PAVEMENT SECTION
NOT TO SCALE
CURB AND GUTTER
SPILL CURB TRANSITION CURB
CONCRETE CURB &
GUTTER
DEPRESSED CURB AND GUTTER
PAVEMENT/MISS. LEGEND
,a.
STANDARD CONCRETE SIDEWALK
NCDOT STANDARD PAVEMENT
LEGEND
TREE PROTECTION
FENCING
LIMITS OF LOD LOD
DISTURBANCE
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REVISIONS 1
REV DATE COMMENT DRAWN BY
CHECKED BY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
1
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC19180OSSO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
FOR
LIQUID
MANAGMENT
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
com
X-1�01'1\
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043610 0
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SHEET TITLE:
PAVEMENT
111
SHEET NUMBER:
■
H:\2019\NCC191800\DRAWINGS\PLANSETS\CONSTRUCTION DOCUMENTS\NCC19180OSSO.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:49 PM LAST SAVED BY: RMCDOWELL
REVISION 0 - 10/28/2019

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BEGIN TRANSITION AT
AT END OF RADIUS
VARIES SEE STD. NO. 121.1
FOR MORE DETAIL
2'-0" VALLEY GUTTER a z o
ME � 2'-6" CURB
EXPANSION JOINT o� a
O h
STEEL HOOD CATCH BASIN 3' ' 0"
X Z
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EXPANSION JOINT o-r
2'-0" VALLEY GUTTER
NOTE:
1. WHERE 2'-6" CURB AND GUTTER IS USED,
CATCH BASINS MAY BE LOCATED AT END
OF RADIUS.
2. RADIUS AT INTERSECTION MAY VARY.
NOT TO SCALE
CATCH BASIN PLACEMENT AT INTERSECTIONS
STD. NO. IREV.
("A" SEE NOTE 7) VARIES (MIN 4')
q" +14,-** A" +6% 6" BACK OF SIDEWALK }" PER FOOT MIN. (TO MATCH
1.5% (2.00% MAX.) PLANTING STRIP BEYOND) 6"
(** SEE NOTE 6) A -27 a
T
SECTION A -A
NOTES:
1. THE ELEVATION OF THE SIDEWALK SHALL BE NOT LESS THAN-5MIN. SIDEWALK
SIX INCHES OR MORE THAN EIGHTEEN INCHES ABOVE THE
ROADWAY CROWN. THIS ELEVATION DIFFERENTIAL SHALL BE EXPANSION
CONSISTENT WITHIN EACH BLOCK. JOINT
2. ALL CONCRETE TO BE 3600 PSI STRENGTH. Y2"
EXPANSION
3. ALL CONSTRUCTION PRACTICES, INCLUDING COMPACTION, CURING, JOINT
FINISHING, ETC. SHALL BE IN ACCORDANCE WITH THE TOWN OF
WAXHAW'S SPECIAL PROVISIONS SECTION OF THE LAND 6" THICK
DEVELOPMENT STANDARDS. CONCRETE AT
DRIVEWAY
4. PLANTING STRIP SHALL BE GRADED WITH A CROSS SLOPE ENTRANCE
WHERE EXCESSIVEEEN 1/4 IN. PER T NATURAL MAAND 1 1/4 I N. ER FOOT PT MAKE THIS REQUIREMENT A
IMPRACTICAL. IN SUCH CASES, THE TOWN ENGINEER MAY H = H
AUTHORIZE A SUITABLE GRADE
5. ALL DRIVEWAYS MUST MEET THE CURRENT TOWN DRIVEWAY x }
REGULATIONS AND NCDOT REQUIREMENTS, INCLUDING BUT NOT
LIMITED TO SPACING, SIGHT DISTANCE, AND OFFSETS FROM Y2 GROOVE JOINTS
PROPERTY LINES AND INTERSECTIONS. EXPANSION
JOINT
6. **PER NC IFC SECTION D103.2, FIRE APPARATUS ACCESS
ROADS SHALL NOT EXCEED 10 PERCENT IN GRADE.
7. "A" BREAKOVER SHALL BE 8% OR LESS (A = ALGEBRAIC
DIFFERENCE). -
8. PRIOR APPROVAL IS REQUIRED BY TOWN ENGINEER ON GRADES 4"THICK
EXCEEDING WHAT ARE SHOWN. CONCRETE
DRIVEWAY
WIDTX
�
....�,. L�
.." .. .:.
� '' '•I
..' _
Y
4 X4`
6" THICK
CONCRETE
WINGS
.
TYPE I -RESIDENTIAL:
LOCAL/COLLECTOR
10' MIN.
30' MAX.***
THOROUGHFARE *
15' MIN.
30' MAX.***
(OPTIONAL)
* MUST PROVIDE ON -SITE TURNAROUND
*** MAXIMUM WIDTH INCLUDES OPTIONAL WINGS
GROOVE JOINT
PLAN NOT TO SCALE
RESIDENTIAL DRIVEWAY (TYPE 1)
FOR 2'-0" VALLEY GUTTER SO REV.
24.00 24,00
MIN MIN
4X 0.50 ANCHOR BOLTS, PER CBU
�4.00 USE TEMPLATE TO ENSURE ALIGNMENT
2.00 BROOM FINISH
h 1
24.00 MIN 0 16.00
h 1 MAX
a 1
h 1 1
h 1 1
32.00
MAX
I I
h 1
(34.00) °' 1 ' '�
1 -,
o i
10.00
CBU
F
2.00 MAXR
9SEE
NOTE 4 ph(34.00)CHAMFER
EDGES,IN LANDSCAPE AREAS,
UI 1 ITOOL EDGES FLUSH WITH ADJOINING
h , SURFACES IN PAVED AREAS.
h Y
0 i SLOPE SURFACE .25 INCH PER FOOT
p j ON ALL SIDES FOR DRAINAGE
24.00 MIN 0 1
i--e --a BUTYL RUBBER PAD
(WITH METAL PEDESTAL ONLY)
CBU PEDESTAL CBU MATCH EXISTING GRADE IN
4X 0.50 OUTLINE PAVED AREAS
ANCHOR BOLTS SLOPE SURFACE .25 INCH PER FOOT
PER CBU I ON ALL SIDES FOR DRAINAGE
50 MIN I 4 RODS ON 14.00 CENTERS MAXIMUM,
EACH WAY
:,- ;, :- OPTIONAL COMPACT GRAVEL OR
` --,-,- CRUSHED STONE (OMIT WHERE
� a:;�aay jea:�%Qa aeep:�r SOLID ROCK OCCURS)
°•g,a.ee ae)'°a 8.00 MIN MAXIMUM FROST DEPTH
r/!.
4X 4.00 aP.�
I
8.00 MIN
FIRM UNDISTURBED SOIL
OR WELL -COMPACTED FILL
3.00
NOTES:
1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI 0 28 DAYS, CONTAIN 4% MIN - 6% MAX
AIR ENTRAINMENT AND BE PLACED WITH A 3.50 - 4.50 SLUMP IN ACCORDANCE WITH ACI 301.
2. REINFORCING STEEL RODS SHALL CONFORM TO ASTM A615, GRADE 60,
3. ANCHOR BOLTS SHALL CONFORM TO ASTM A193, GRADE 68M, TYPE 316 STAINLESS STEEL.
4. A 3 CBU CONFIGURATION 15 DEPICTED. A 2 OR 4 CBU CONFIGURATION MAY BE USED AS LONG AS THEY
ARE ARRANGED IN GROUPS SUCH THAT THE OVERALL DIMENSION OF THE CONCRETE BASE DOES NOT
EXCEED 192 INCHES. N OT TO SCALE
USPS APPROVED SPECIFICATIONS
CONCRETE PAD (MULTIPLE UNIT) STD. NO. I REV.
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
o
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
N
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
4'-0" MIN. WIDTH COVERED WITH DETECTABLE WARNING MAT
(MATCH WIDTH OF RAMP)
TRUNCATED DOME PLAN VIEW
NOTES:
1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIDGID PRECAST OR
EMBEDDED PRODUCT APPROVED BY THE TOWN ENGINEER. RETRO FIT MATS WILL ONLY BE ALLOWEED
ON EXISTING RAMPS WITH PRIOR APPROVAL OF THE TOWN ENGINEER FOR MATERIAL TYPE AND
INSTALLATION (IE. RESURFACING).
2. RAMP AND DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET IN WIDTH, BUT NOT BE LESS
THAN THE WIDTH OF SIDEWALK LEADING TO BACK OF RAMP.
3. DETECTABLE WARNING SURFACES SHALL EXTEND 2.0 FT MINIMUM IN THE DIRECTION OF PEDESTRIAN
TRAVEL.
4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS.
5. THE ROWS OF TRUNCATED DOMES IN DETECTABLE WARNING SURFACES SHOULD BE ALIGNED
PERPENDICULAR TO THE GRADE BREAK BETWEEN THE RAMP RUN AND THE STREET. WHERE
DETECTABLE WARNING SURFACES ARE PROVIDED ON A SURFACE WITH A SLOPE THAT IS LESS THAN 5
PERCENT, DOME ORIENTATION IS LESS CRITICAL.
6. DECTECTABLE WARNING AREA SHALL BE COLORED BLACK IN ALL LOCATIONS.
7. IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6" THICK AND CAST FROM 5000 psi CONCRETE.
8. MATS ARE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.
9. DIMENSIONS PER NCDOT 848.06
0.65"
.6" TO 2.4")
(1.6" TO 2.4")
O O
TRUNCATED DOME SPACING
50%-65% OF BASE DIAMETER
0.2"
0.9"-1.4"
TRUNCATED DOME SECTION
TRUNCATED DOMES
PLAN AND CROSS-SECTION
NOT TO SCALE
0
Z
W
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Z W H(r5 W>
W 0 2 0- Ua�
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REVISIONS 1
REV DATE COMMENT DRAWN BY
CHECKED BY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=60'
CAD I.D.: NCC19180OSDO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
FOR
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
CARO
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043610 0
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SHEET TITLE:
SITE DETAILS
SHEET NUMBER:
C-307
_ �
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION D0CUMENTS\NCC191800SD0.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:50 PM LAST SAVED BY: RMCDOWELL
REVISION 0 - 10/28/2019

INTERSECTION with
SIDEWALK, CURB, and GUTTER INTERSECTION with CURB and GUTTER
STREET NAME SIGN
STREET R/W
NAME
SIGN _0"LLSTANDARD
GUTTER
STOP SIGN
R/W SIGN
2'-6" STANDARD
EDGE OF SIGN SET %4��CURB AND GUTTER
2' MIN. FROM FACE 4' MIN. (TYP) MINOR VALLEY 01
OF CURB (TYP) STREET GUTTER a MINOR
STOP SIGN NAME SIGN °O
F
R/W c
p STOP SIGN O 8'-0"
g :2
R/W
STREET NAME SIGN
INTERSECTION with
DITCHES, and NO CURB and GUTTER
STRJMARKR
NOTES
1. TWO STREET NAME MARKERS ARE REQUIRED IF
R/W LR/W THE MAJOR STREET HAS 3 OR MORE LANES.
2. ANY VARIANCE FROM THIS STANDARD MUST BE
MINOR APPROVED BY THE TOWN ENGINEER.
ITCH STREET NAME MARKER 3. ENSURE STOP SIGN SIZE AND INSTALLATION PER
STOP SIGN MUTCD STANDARDS.
R/W F R/W
Of
O
Q s•
�A
NOT TO SCALE
STREET SIGN INSTALLATION
LOCATIONS STD. N0. I REV.
SIGN
---mo"
(THICKNESS)
KEY TO FASTENERS:
O#10-24 x J" HEX HEAD MACHINE, ZINC- DEAD END
#10-24 FLANGE NUT, ZINC- DEAD END
©" #16 X 3" CARRIAGE BOLT, ZINC
" #16 HEX NUT, STEEL
UC" #16 X 2-j" CORNER BOLT (BREAKAWAY), ZINC
#16 HEX NUT, STEEL
1.00"
NOTES:
1. POST SHALL BE 14-GAUGE GALVANIZED
STEEL, QUIK-PUNCH, ?S" HOLES, 1" ON
CENTER, ALIGNED ON ALL SIDES, AND 2"
SQUARE, 10 FEET IN LENGTH.
2. THE SLEEVE SHALL BE 12-GAUGE
GALVANIZED STEEL, A" HOLES, 1" ON
CENTER, ALIGNED ON ALL SIDES, AND 2.25"
SQUARE, 30" IN LENGTH.
3. ALL STREET NAME SIGNS ARE SUBJECT TO
THE APPROVAL OF THE TOWN MANAGER AND
TOWN ENGINEER.
NOTES:
1. MAINTAIN A MINIMUM OF 0.5% SLOPE ON ALL
CONCRETE SURFACES TO PROMOTE SURFACE
DRAINAGE TOWARD CURB.
2. GUTTER FLOW LINE AND PLAN PROFILE SHALL
BE MAINTAINED THROUGH THE RAMP AREA.
MAX GUTTER SLOPE IS 2%.
3. THE SURFACE OF THE RAMP SHALL BE FLUSH
WITH THE FLOWLINE OF THE CURB AND
GUTTER.
4. THE RAMP OPENING (AT THE FULLY
DEPRESSED CURB) SHALL BE LOCATED WITHIN
THE PARALLEL BOUNDARIES OF THE
CROSSWALK MARKINGS. THE RAMP
CENTERLINE SHALL BE LOCATED AT THE
CORNER RADIUS CENTERLINE UNLESS
OTHERWISE DIRECTED BY THE ENGINEER.
DIAGONAL CURB RAMPS SHALL HAVE A
SEGMENT OF STRAIGHT CURB AT LEAST 24
INCHES LONG LOCATED ON EACH SIDE OF
THE WING SLOPE AND WITHIN THE
CROSSWALK MARKINGS.
5. THE WING AND RAMP SURFACES SHALL BE
3600 PSI CONCRETE WITH A SIDEWALK FINISH
IN ACCORDANCE WITH CURRENT EDITION
NCDOT STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES.
6. DRAINAGE STRUCTURES, MAST ARMS, LIGHT
POLES AND OTHER OBSTRUCTIONS SHALL NOT
BE PLACED IN LINE WITH RAMPS. LOCATION
OF THE RAMP SHALL TAKE PRECEDENCE
OVER LOCATION OF OBSTRUCTIONS EXCEPT
WHERE EXISTING OBSTRUCTIONS ARE BEING
UTILIZED IN THE NEW CONSTRUCTION.
7. SEE STANDARD DRAWING 132.1 FOR
DETECTABLE WARNING INSTALLATION.
6.00"
Im 0
0.50"
POST
(14 GAUGE)
FLOW
FLOW
01161 Joy-3 IN=a1t.9eoi&b
(12 GAUGE)
N p
N N
STREET NAME SIGN
POST INSTALLATION
O
O
O
p
O
p
o
p
00
O
O
o
p
8'
O
o
O
0
O
O
O
p
O
O
op
O
p
0
O
rl(TYP.
2" OVERLAP
O
(3
O
\
\
O
O
EMBED
28"
O
o
i
0
o
SQUARE -FIT
0
0
SLEEVE
NOT TO SCALE
NON THOROUGHFARE STREET NAME SIGN
4'X4' MIN. TURNING SPACE/LANDING
1.5% (2.00% MAX) IN ANY DIRECTION
IF TURNING SPACE IS CONFINED BY CURB OR VERTICAL
SURFACE AT BACK OF THE TURNING SPACE, THE WIDTH
OF TURNING SPACE MUST INCREASE TO 5'-0" MIN.
CONCRETE
OBSTRUCTION
DEPRESSED 2'-6" CURB &GUTTER
(HEIGHT VARIES) CURB REVEAL
DETERMINED BY FLARE SLOPE
PLACEMENT FOR OBSTRUCTED CORNER RADIUS
.Sv
e e
VARIES = 6" CONCRETE CURB
C C SHOWN AS OPTION WHEN
NON -WALK SURFACE
4' MIN. PRESENT (PLANTING STRIP)
CONCRETE
DEPRESSED 2'-6" CURB & GUTTER
(HEIGHT VARIES) CURB REVEAL
DETERMINED BY FLARE SLOPE
PLACEMENT FOR SMALL CORNER RADIUS
STANDARD PLACEMENT OF ACCESSIBLE
RAMP AND GENERAL NOTES
NOT TO SCALE
GREEN
24" MIN. NOTES:
0.25"
1. STREET NAME MARKERS (SNM) SHALL BE ALUMINUM, FLAT, AND HAVE DIMENSIONS AS SHOWN ON
THIS DETAIL MIMIMUM LENGTH OF 24"; MAXIMUM LENGTH OF 60". THE SNM'S SHALL BE
1.50" COVERED WITH WHITE HIGH INTENSITY PRISMATIC (HIP) RETRO-REFLECTIVE SHEETING (3M SERIES
a
3930 OR EQUIVALENT) WITH PRESSURE SENSITIVE ADHESIVE (OR EQUIVALENT TYPE IV OR HIGHER).
't a 2. THE LETTERS SHALL BE REVERSE CUT FROM TRANSPARENT GREEN OVERLAY FILM (3M #1177 EC
0.25" FILM OR EQUIVALENT MEETING FEDERAL SPECIFICATION FP-96, SECTION 178.01(A) AND ASTM
D4956). THE TRANSPARENT GREEN OVERLAY FILM MUST BE PLACED ON THE SNM TO PROVIDE
AN EXPOSED 0.5" BORDER OF THE UNDERLAY WHITE HIP RETRO-REFLECTIVE SHEETING.
WHITE 0.50" BLACK
YELLOW 3. THE STREET NAME SHALL BE COMPOSED OF INITIAL UPPER CASE LETTERS 6" IN HEIGHT AND
CORRESPONDING LOWER CASE LETTERS 4.5" IN HEIGHT, IN FHWA "HIGHWAY B" FONT. THE
o
a j
aOUTLET
���
3.00" -j i I-
0.50"
r Sis
�",c;,, Pvt
2 50 2 50"
0 DEAD
t
END
eD
L 3.00"
STREET NAME SHALL BE LEFT -JUSTIFIED AND PLACED 0.5" FROM THE SIGN BORDER. ANY
F- 2 00" STREET NAME WITH 3 OR FEWER LETTERS SHALL BE CENTERED IN THE SIGN TEXT AREA.
PREFIX/SUFFIX NAMES SHALL BE COMPOSED OF INITIAL UPPER CASE LETTERS 3" IN HEIGHT
F 2.00" • AND CORRESPONDING LOWER CASE LETTERS 2.25" IN HEIGHT, IN FHWA "HIGHWAY C" FONT.
• BLOCK NUMBERS SHALL BE 3" IN HEIGHT, IN FHWA "HIGHWAY C" FONT.
• SUFFIX NAMES AND BLOCK NUMBERS SHALL BE RIGHT -JUSTIFIED AND PLACED 0.5" FROM
THE RIGHT -SIDE SIGN BORDER AND 0.25" FROM THE TOP AND BOTTOM SIGN BORDERS.
PREFIX LETTERS (N, S, E, AND W) SHALL BE CENTERED AND PLACED 0.5" FROM THE
LEFT -SIDE SIGN BORDER WITH 2.5" SPACING TO BEGINNING OF STREET NAME.
4. SUPPLEMENTAL SNM WORDING ON YELLOW HIP RETRO-REFLECTIVE SHEETING WITH BLACK VINYL
400" LETTERS SHALL BE PLACED ADJACENT TO THE GREEN OVERLAY FILM/BORDER TO INDICATE
.
3.00" STREETS THAT DEAD END, HAVE NO OUTLET, ETC. OR ARE PRIVATE STREETS (PVT). THE YELLOW
HIP RETRO-REFLECTIVE SHEETING MUST BE PLACED ON THE SNM TO MAINTAIN AN EXPOSED 0.5"
BORDER OF THE UNDERLAY WHITE HIP RETRO-REFLECTIVE SHEETING.
• NO OUTLET WITH ARROW (RIGHT OR LEFT) - PLACED ON SNM AT ENTRANCE TO A STREET
OR STREET NETWORK FROM WHICH THERE IS NO OTHER EXIT. USE UPPER CASE LETTERS 2"
IN HEIGHT, IN FHWA "HIGHWAY C" FONT.
• PVT - PLACED ON SNM AT ENTRANCE TO PRIVATE STREET, USE UPPER CASE LETTER 4" IN
HEIGHT AND CORRESPONDING LOWER CASE LETTERS 3" IN HEIGHT, IN FHWA "HIGHWAY C"
T2.00" FONT.
2 00" DEAD END WITH ARROW (RIGHT OR LEFT) - PLACED ON SNM AT ENTRANCE TO A SINGLE
STREET THAT TERMINATES IN A DEAD END OR CUL-DE-SAC. USE UPPER CASE LETTERS 2"
IN HEIGHT, IN FHWA "HIGHWAY C" FONT. IF STUB STREET IS LESS THAN OR EQUAL TO 200
FEET, THEN DEAD END IS NOT NECESSARY.
5. ALL SNMs ARE SUBJECT TO THE APPROVAL OF THE TOWN ENGINEER.
NOT TO SCALE
THOROUGHFARE STREET NAME SIGN
2 U 2 'A
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REVISIONS
REV DATE COMMENT DRAWN BY
CHECKED BY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
1
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=60'
CAD I.D.: NCC19180OSDO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
FOR
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, INC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
\\1111111111"
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SHEET TITLE:
SITE DETAILS
SHEET NUMBER:
C-308
■
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC19180OSDO.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:50 PM LAST SAVED BY: RMCDOWELL
REVISION 0 - 10/28/2019

DESCRIPTION
The ACN/ARC/CLB Generation Series is a marriage of traditional shapes
and contemporary styling. Its superior photometrics offer excellent
illumination and uniformity for many of today's applications. Its styling
blends well in many settings — historic districts, downtown streetscapes,
roadways, residential neighborhoods, as well as city parks and
educational institutions. The Generation Series sets a new standard for
decorative post top luminaires.
SPECIFICATION FEATURES
Construction
HOUSING: Heavy-duty cast
aluminum housing and removable
door. A single quarter turn
fastener on the removable door
provides tool -less access to wiring
compartment. CAGE ASSEMBLIES:
Cage assembly uprights and
medallions are manufactured of
heavy-duty cast aluminum and
mounted to the exterior of the base
housing via four stainless steel
fasteners. Cage rings constructed
of extruded aluminum and finished
to match housing. TOPS AND
FINIALS: Choose from multiple
spun aluminum or acrylic tops
and cast aluminum finials for
customized fixture style. All solid
tops are made of heavy-duty spun
aluminum. TWISTLOCK GLOBE:
The optional twistlock assembly
offers ease of maintenance through
instant access to both the lamp
and ballast cover by twisting the
top refractor assembly and lifting it
from the mating lock plate.
DIMENSIONS
ACN (Acorn Base)
Electrical
HID ballast assembly mounted to a
tool -less removable tray with quick
disconnects for ease of installation
and maintenance. Wide tool -
less access door provides ample
hand and tool room for terminal
block and plug-in starter access.
Available with HID sources up to
320W pulse start metal halide or
250W high pressure sodium.
Optical
REFRACTIVE GLOBE: High
efficiency refractive optical systems
constructed of lighting grade
acrylic, or optional polycarbonate.
Precisely designed utilizing a
combination of refractive and
reflective prisms to create Type
III or Type V distributions while
maintaining a consistent exterior
form. HID lighting grade acrylic
ensures long lasting optical
clarity and resistance to the
gradual discoloration that results
from exposure to sunlight or UV
radiating sources.
ARC (Architectural Base)
nm]
E_T•N
Powering Business Worldwide
3,000 P.S.I
ASPHALT OR
CONCRETE AS
DETERMINED BY
TRAFFIC SURFACE
4" SEWER CLEANOUT
SAND CUSHION)
3000 P.S.I. CONCRETE
6" PVC ENCASEMENT PIP
Mounting
Base casting slipfits over a
standard 3" O.D. tenon and
secured via four stainless steel
allen head fasteners. 3G vibration
tested.
Finish
Cast and spun components
finished in a five -stage premium
TGIC polyester powder coat
paint, 2.5 mil nominal thickness
for superior protection against
fade and wear. Consult your
Streetworks representative for a
complete selection of standard
colors including black, bronze,
grey, white, dark platinum,
graphite metallic and hartford
green. RAIL and custom color
matches available.
Efficiency Standards Notice
Select luminaires are manufactured
to USA and California efficiency
regulations. Ordering information
for these territories is provided.
The installer is responsible for
installation to comply with these
regulations.
CUB (Classical Base)
it-sia- l44/mmf
O
Streetworks
w
ACN/ARC/CLB
GENERATION
SERIES
70 - 320W
Pulse Start Metal Halide
50 - 25OW
High Pressure Sodium
DECORATIVE POST TOP
EPA LUMINAIRE
Effective Projected Area:
2.1 Square Feet
SHIPPING DATA
Approximate Net Weight:
50 Ibs. (23 kgs.)
yes
F by II TD516020EN
eqT 2017-01-26 09:10:12
J JJJJJJ
JJJJJJJJJ
JJJ_' 1JJJ
JJJ_ 1JJJ
JJJ_ S 1JJJ 18" SQUARE CONCRETE
JJJJJJJJJJ ENCASEMENT
JJJJJJ (3000 P.S.I CONCRETE)
TRAFFIC JRATIED CLERANOlL T DERTAIL
NOT TO SCALE
NISHED GRADE
FULL HEIGHT CURB CURB TAPER /__1" RADIUS
I•4
PAVEMENT SURF
CUIRB13 TAPEIR DETAIL
NOT TO SCALE
2" 5"
7" 1 2'-0"
PAVEMENT SURFACE
(SEE PAVEMENT DETAIL)
NOTERS.
1. EXPANSION JOINTS TO BE INSTALLED AT 20' INTERVALS.
2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE OR 4000 P.S.I. IF PRECAST.
4. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE
TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS MADE
AT REGULAR OPENINGS.
TRUI`
DOME Pi
MOlL7NTA]BLE CURD\JD DETAIL
NOT TO SCALE
SEE SITE PLAN
FOR DIMENSION
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NOT TO SCALE
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REVISIONS
REV DATE COMMENT CHECHECKKED Y
D BY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1..=60'
CAD I.D.: NCC19180OSDO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOIR
AGE T AIRGETEED)
FOR
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
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SHEET NUMBER:
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■
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION D0CUMENTS\NCC191800SD0.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:50 PM LAST SAVED BY: RMCDOWELL
REVISION 0 - 10/28/2019

�20'
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REVISIONS
REV DATE I COMMENT DRalvNev
NOTED' THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
2. PONDS ARE TO BE MAINTAINED BY HOA PER NCDEQ REVIEW ANDAPPROVAL. ITISNOTINTENDEDASA
STORMWATER DESIGN MANUEL. CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
3. STORM PIPES TO BE CLASS III RCP UNLESS OTHERWISE
NOTED
BUFFER NOTES
• CONTRACTOR TO REFER TO UNION COUNTY DEVELOPMENT
ORDINANCE SECTION 70.030-C "BUFFER VEGETATION AND USE"
FOR PROPER RIPARIAN BUFFER PROTECTION DURING
CONSTRUCTION.
• "STREAMSIDE ZONE" OF INTERMITTENT STREAM BUFFER
ALLOWED/NOT ALLOWED USES:
CUTTING OR CLEARING NOT ALLOWED
PERPENDICULAR UTILITY CROSSINGS ALLOWED
Know what's below
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NEW PARALLEL SANITARY SEWER LINES ARE ALLOWED
AS LONG AS NO "PRACTICABLE ALTERNATIVE" EXISTS AND
NOT APPROVED FOR
MITIGATION IS PERFORMED FOR THE IMPACTS
- FENCES PROVIDED INSTALLATION DOES NOT RESULT IN
CONSTRUCTION
THE REMOVAL OF TREES WITH A 6" DIAMATER AT BREAST
HEIGHT OR LARGER
WETLAND/STREAM/BUFFER RESTORATION AND
PROJECT No.: NCC191800
MITIGATION APPROVED BY STATE/FEDERAL AGENCIES
DRAWN BY: RJB/AM
• "MANAGED USE ZONE" OF INTERMITTENT STREAM BUFFER
CHECKED BY: MAT
ALLOWED/NOT ALLOWED USES:
DATE: 10/28/2019
ALL USES ALLOWED IN STREAMSIDE ZONE
SCALE: 1"=60'
OVERHEAD/UNDERGROUND UTILITIES
CAD I.D.: NCC191800GPO
STORMWATER BMP
PER UNION COUNTY STORMWATER DEPARTMENT
(6/29/18), GRADING AND FILLIING IS ALLOWED IN MANAGED
USE ZONE, WHEN ASSOCIATED WITH UNDERGROUND
UTILITY CONSTRUCTION (APPROVED USE) AND SHEET
FLOW IS MAINTAINED THROUGH THE BUFFER AREA
SOILS LEGEND
CID CHANNERY SILT LOAM
(1 TO 5% SLOPES)
GOLDSTON-BADIN COMPLEX
(2 TO 8% SLOPES)
SECREST-CID COMPLEX
(0 TO 3% SLOPES)
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
FOR
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC a�ohlerEng.com
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REVISION • - 10/28/2019

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LEGEND
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FENCING
LIMITS OF LOD LOD I
DISTURBANCE
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REVISIONS
REV DATE I COMMENT DRawNev
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC191800GPO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
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H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC191800GPO.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:51 PM LAST SAVED BY: RMCDOWELL
REVISION 0 - 10/28/2019

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TREE PROTECTION
FENCING
I
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DISTURBANCE
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REVISIONS
REV DATE I COMMENT oRawNev
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
1
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC191800GPO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
FOR
LIQUID
MANAGMaENT
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
Off''
.;o
t '
SEAL
043610 0
rSHEET TITLE:
GRADING PLAN
SHEET NUMBER:
C-403
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION D0CUMENTS\NCC191800GP0.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:51 PM LAST SAVED BY: RMCDOWELL
REVISION 0 - 10/28/2019

LEGEND
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I
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TREE PROTECTION
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DITCH TYPE I CROSS- SECTION
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REVISIONS
REV DATE I COMMENT oRalvNev
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC191800GPO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
LIQUID
MANAGMENT
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
SEAL
043610 0
rSHEET TITLE:
GRADING PLAN
SHEET NUMBER:
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REVISION 0 - 10/28/2019
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LEGEND
i
NMI
�=-
limb I
_ 1
AN
.in
I `
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F= 630.45
/ , i ♦\ i i FF= 631.45
' r � i i / i FF= 632.45 � / \ `\ cws •��\
63,
' 632
\
DITCH TYPE 1
1 / `
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FF
-641
639 "--- ♦♦ -
640
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FF= 640.70
FF= 639.70
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FF= 638.70
t
\
r
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1 \ \
1 �
\
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w �
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I
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FF= 640.701
IFF= 640.70
,` FF= 639.70
FF= 639.70
FF= 638.70
FF- 638.70
'
` \
\ \ \
1
\
1
I
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\
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FF= 632.50
I / STM 632
A5 FFFF�3�111 1---
c,a `
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\
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FF= 636.90 �\\
FF= 635.90
FF= 635.90
1
1
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kk
A10.1
01
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\
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FF= 637.80
FF= 637.80
FF= 636.80
FF= 636.80
FF= 635.80
\
FF= 635.80
I
` \
1
1
\
I
I
`
`
634
TREE PROTECTION
FENCING
LIMITS LOD LOD I
DISTURBANCE
I j I
/
00
/ I /
1
o
F= 632.75
633.75
633.75
633.75
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REVISIONS
REV DATE I COMMENT DRA)NNBY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC191800GP0
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC BohlerEng.com
\\\\, 111111,,,//
CAR
s o�
SEAL
043610 0
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/011111 \\`\ 0�28� 9
SHEET TITLE:
GRADING PLAN
SHEET NUMBER:
I 1
II REVISION 0 - 10/28/2019
H:\2019\1NICC1918000RAWINGS\PLAN SETS\CONSTRUCTION D0CUMENTS\NCC191800GP0.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:51 PM LAST SAVED BY: RMCDOWELL

�I.
650
640
630
I DATUM ELEV
620.00
1,111 (4- mml -- - -- -- -- -- -- -- -- -- -- -- - - -
lo, , - - - - - - - - - - - - - _
---------------------
_--------- _------------------------------------------------------------------------------------------'-'-------_'---------------------------------- -
----------------
1 I ------------------- ------- _--------------------------------------------------------------------------------------- - _---------
----------------------------------------------- _ __ ---- ------------------------------------------------------------------------------ --- ----- --- - \
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r 1 I --___
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1 / °pIt ----
STM , / �Po, - - - -635- - / I\
0+50
�\ - - 634 -- Gb I \
I , 1
FF= 635.80 F= 636.80 FF= 637.801 FF= 637.80 i FF= 638.70 FF= 638.70 FF= 639.70 FF= 639.70 i FF= 640.70 FF= 640.70 FF= 640.25 FF= 639.25 FF= 639.25
STM P\
77,
I
,
�
A10 ` \ ` ` All
'T A8 r r r r r \ r 1 r r r r rl \, r r r
N 6 \ \ r t;l
GO n
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`
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r r r r == r r r r r 1
0 �.6 cn
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LF__
FF= 633.75 63 \`` \ •\ 1 1 \� � 1
1 \ \ 1
I \ I I It
\ 1
t1TCH1LINE = SHEET C-4091
HIGH POINT ELEV = 636.03
HIGH POINT STA = 10+01.96
PVI STA = 10+28.31
PVI ELEV = 636.02
HIGH POINT
ELEV = 639.95
A.D. = 0.12
HIGH PX
T STA=16+47.83
K = 30.00
PVI S
A = 16+54.58
52.70' VC
PVI E
LEV = 640.31
A
D. = 0.37
= 30.00
3.96' VC
,
+
oCID
GO
\\����
gAN SAN
CID
lii
M
LOW
OINT ELEV = 634.04
m
C°
>
w
LOW
TOINT STA = 11+66.45
m
co
C)
P
ISTA =11+59.92
A.D.= 0.36
K = 30.00
SAN STM
93.52' VC
s14 A11
a
cli "'
c?
p}
1.34%
-0.02%
i '
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w
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+
F-
a
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a
650
640
LEGEND
TREE PROTECTION
FENCING
LIMITS OF
DISTURBANCE LOD LOD I
®�E�o
ALL ON -SITE ROADS ARE TO BE NCDOT MAINTAINED
PER NCDOT SUBDIVISION DESIGN MANUAL:
SUBDIVISION ROAD (ROLLING)
20 MPH (POSTED SPEED)
25 MPH (DESIGN SPEED)
630
MIN K (CREST) - 30
MIN K (SAG) - 30
0
30 15 7.5 0 30
1 "= 30'
y, 0 0
Zw
� o�
W >�
W W U
yy� z W
�J U z�ZUU om
Z w O W >
wC92U UIi o�
b 0 z W W U> W w
W Q 2 W Z f we
>zUwUO LL
PIP (vim.2QQzQ z
zz
Z Lj LL H w LL
Fes] UpQ�U~mod LL
0 c
r�
Z J� U U� U
Q D U) Z Q o
z Q Nw
J
w o
om
10
00
o�
oQ
REVISIONS
REV DATE I COMMENT DRAWN BY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC191800GPO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
LIQUID
LL�
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
t '
SEALJo*o =
043610 -
o�NG NE��',�
000000.°
A
''�1111111``
SHEET TITLE:
ROAD PLAN
& PROFILE
SHEET NUMBER:
i ' 10+00 10+50 11+00 11+50
J ry
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION D0CUMENTS\NCC191800GP0.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:51 PM LAST SAVED BY: RMCDOWELL
12+00
12+50
13+00
13+50
14+00
14+50
15+00
15+50
16+00
16+50
17+00
REVISION 0 - 10/28/2019

LEGEND
1 ,
- I ,
' ' I
I
i FF= 635.40
I �
`71' STM '
I
A24 I I
I
17+50 8+00 N „ 18+50 ; FF= 635.40
, I
7911.017 STM ,
636 , A23
STM
I , i
I
� S
, x
/ 635 '
F= 640.10 1 � FF= 639.10 i ' N 1S
1 ; �
, o ,
_ FF= 639.10 FF= 638.10 �O
-------------- . / ,
UP
------ '
.. ,---------------- _
------------------
------------- --- '' STM '' 1S STM
I FF= 635.401
. . -------- --------
� /
-. A22.1
A22 J-
/
--------
-------------
,
I
�
1
1
�
� �
,
FF= 633.55
/
1
AA
� I
I I
'
�`.
/
lM
l
FF= 632.45
I I
/
I f
,
/
I
1 I
7S
'
'
636 I
1
FF= 632.55 co
FF= 632.45
635
,
1
I
lM
o
' '
M
630
------ -----
DATUM ELE'�
620.00
01_ II1_AA___"'
— 630 —
629
-----f-- 628 -
,
I
I
I
I
I
I
I
I �
II
I
I
II
I
I
,
I
I
I
I
I
I
I
I I
I
I
I
I
I
I I
I I
I I
I I I
I I
I I
I I
I I I
1
,
M
C5
SAN a
S5.3
STM
A24
STM
SAN
_
A23
S5.2
STM
0
N
r-
A22
SAN
S5.1
_
_1.79%
650
640
630
TREE PROTECTION
FENCING
LIMITS OF LOD LOD I
DISTURBANCE
NOTES -
ALL ON -SITE ROADS ARE TO BE NCDOT MAINTAINED
PER NCDOT SUBDIVISION DESIGN MANUAL:
SUBDIVISION ROAD (ROLLING)
20 MPH (POSTED SPEED)
25 MPH (DESIGN SPEED)
MIN K (CREST) - 30
MIN K (SAG) - 30
0
30 15 7.5 0 30
1 "= 30'
o0
LTJ
� o0
Z w
o�
it o
W ro
W W U)
yy� Z W
�J C9 Z�ZUU om
Z WF-Ur W>
W
k-1 W W
U' ?U>W w
Z�C�~WEU
WQ= WZ w
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w U Q Q Z Q z
zz
ZUc2WZHwLL
F�J 0z�U� O o-.c
Z J� U U� U
r�
�
Q Z U) 0- Z Q Nw
> J
U
W oW
om
zo
o
os
oQ
REVISIONS
REV DATE I COMMENT D. 31
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC191800GPO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
t '
SEAL o =
043610 °
1
SHEET TITLE:
ROAD PLAN
& PROFILE
SHEET NUMBER:
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION D0CUMENTS\NCC191800GP0.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:51 PM LAST SAVED BY: RMCDOWELL
18+50
19+00
19+50
20+00
20+50
21+00
REVISION 0 - 10/28/2019

LEGEND
I
- -625-
I----- 6�a - 626
I 6�9
I
I
640
630
620
DATUM ELE�
615.00
FF= 629.60
FF= 629.60
FF= 629.60
FF= 631.35 \
FF= 631.35
, FF= 630.35 FF= 632.35 \
\ I FF= 631.35
I I / FF= 632.35
, I /
STM / \
FF= 629.60 _ A2
/ N ; 00
/ r �
628 STM � i
sTnn A2.1 1
STM °
i 629 0 A2.2 ; M
1 1 I \ \ 1 6'
1 ,
cli
/
1
1 `
STM
A21 0
/ 1
\ , 1
STM
A21.1
I
/ I I
I I I
' I
FF- 628.70 i FF= 628.70 `� FF- 629.70 I 1
L o
I \
,,,---629-- --
' I
I
SL ' 629
SL
9
. 11 on-
u ill ate-
�1
1 I
1\ ,
I i
/ i FF= 631.45
FF= 631.45 i
I /
630 /
r' 631
/
,
FF= 633.30
1
FF= 633.60 ,
FF= 633.60
FF= 633.30\ \
FF= 633.30
I FF= 633.30
-6 \
rn
w
N
HIGH POINI
ELEV = 633.06
PVI STA
= 28+51.84
PVI EL
V = 633.28
A.D
= 0.22
K =
30.00
71.
TVC
-��
-
��---
_
\
\ \
oo
LO
L6 1�q
N
+ M
00 CO
N
0
co LO
r-: cq
m N
+ M
CO CO
N 6j
POINT STA = 23+78.73
> m
fiaLOW
> w
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PVI STA = 23+69.83
SAN
m
- - _ _
w
N
PVI ELEV = 627.50
STM
S9
_
a
SAN
A.D. = 0.33
SAN
A4
_
ss
K = 30.00
s8
89.66' VC
SAN
s5 STM
A21
STM
o
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+ a0
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+
1.20%
Azo
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TREE PROTECTION
FENCING
LIMITS OF LOD LOD I
DISTURBANCE
640
630 NOTES -
ALL ON -SITE ROADS ARE TO BE NCDOT MAINTAINED
PER NCDOT SUBDIVISION DESIGN MANUAL:
SUBDIVISION ROAD (ROLLING)
20 MPH (POSTED SPEED)
25 MPH (DESIGN SPEED)
MINK (CREST) - 30
MIN K (SAG) - 30
620
30 15 7.5 0 30
1 "= 30'
o0
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REVISIONS
REV DATE I COMMENT oRalwr BY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC191800GPO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
Tr�T
LIQUID
MANAGMENT
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
[e-mail]
(� 11111111 //,,/
t '
SEAL % _
043610 °
o�NG IoNEB19
11111110
SHEET TITLE:
ROAD PLAN
& PROFILE
SHEET NUMBER:
j0 22+00 22+50 23+00 23+50
' 7
J ry
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION D0CUMENTS\NCC191800GP0.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:51 PM LAST SAVED BY: RMCDOWELL
24+00
24+50
25+00
25+50
26+00
26+50
27+00
27+50
28+00
28+50
REVISION 0 - 10/28/2019

� I
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FF= 632.50
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LOW POINT ELEV = 631.49
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A.D. = 0.22
K = 30.00
72.00' VC
SAN
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O
650
640
630
LEGEND
TREE PROTECTION
FENCING
LIMITS OF LOD LOD I
DISTURBANCE
NOTES -
ALL ON -SITE ROADS ARE TO BE NCDOT MAINTAINED
PER NCDOT SUBDIVISION DESIGN MANUAL:
SUBDIVISION ROAD (ROLLING)
20 MPH (POSTED SPEED)
25 MPH (DESIGN SPEED)
MIN K (CREST) - 30
MIN K (SAG) - 30
30 15 7.5 0 30
1 "= 30'
o0
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REVISIONS
REV DATE I COMMENT oRa,vNev
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below
Call beforeyou dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC191800GPO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
T"��
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
SEAL % _
043610 °
' 9�4
ooNG I NE--
///1111111``
SHEET TITLE:
ROAD PLAN
& PROFILE
SHEET NUMBER:
29+50 30+00 30+50 31+00
■
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC191800GPO.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:51 PM LAST SAVED BY: RMCDOWELL
31+50
32+00
32+50
REVISION 0 - 10/28/2019

LU
J
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pm _ 1 ►.s
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NOTES-
ALL STORM STRUCTURES ON SITE SHALL BE PER NCDOT
STANDARDS.
ALL STORM PIPING SHALL BE CLASS III RCP UNLESS OTHERWISE
SPECIFIED.
1C�ATCHLINE e SHEET C-411�
STM
A4
4
STM
—
A3
EX. GRADE
STM
PROP. G
ADE
A2
°
187.84' - 30'
RCP @ 0.50%
STM
Al
181.75' - 30" RCP @ 0.50°/a
177.37' - 36" RCP @ 0
9%
os
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REVISIONS
REV DATE COMMENT -..- eY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC191800GPO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
Tr�T
LIQUID
MANAGMENT
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
14. NC@)3ohlerEng.com
t '
SEAL
043610op
°
I NE
SHEET TITLE:
STORM PLAN
& PROFILE
SHEET NUMBER:
10+00 10+50 11+00 11+50 12+00 12+50 13+00
J ry
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION D0CUMENTS\NCC191800GP0.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:51 PM LAST SAVED BY: RMCDOWELL
13+50
14+00
14+50
15+00
15+50
16+00
16+50
17+00
17+50
REVISION 0 - 10/28/2019

W
J
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O
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a
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FF= 633.60 \\\ \
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FF= 632.50
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STM 632 I
\ As FF= 632.50 I
` 10+0
\\ RIM 631.17
TYPE 1
RIM 632.00
FF= 637.90
FF= 636.90 \1
\
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FF= 636.90
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FF= 635.90
1 \
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632.03 �
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640
630
620
NOTES -
ALL STORM STRUCTURES ON SITE SHALL BE PER NCDOT
STANDARDS.
ALL STORM PIPING SHALL BE CLASS III RCP UNLESS OTHERWISE
SPECIFIED.
30 15 7.5 0 30
1 "= 30'
y0 0
Z
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p Z W
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REVISIONS
REV DATE COMMENT oRawNev
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
1
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC191800GPO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
T"��
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
\\\\% W 111//,,/
t '
SEAL
043610 °
o�NG I NE,* "��:
191
SHEET TITLE:
STORM PLAN
& PROFILE
SHEET NUMBER:
C-41 1
REVISION 0 - 10/28/2019
17+50 18+00 18+50 19+00 19+50 20+00 20+50
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION D0C7ENTS\NCC191800GP0.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:51 PM LAST SAVED BY: RMCDOWELL
21+00
21+50
22+00
22+50
23+00
23+50
24+00
24+50

w
LL
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a
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FF= 633.30
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I 632
635
636 DITCH TYPE 1
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1
PROP. GRA
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EX. GRADE
STM
STM
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A2.1
STM
A2.2
a
o z
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v d H
+ � ¢
32.50' -
18" RCP
O
BTM WTR 624.19'
@ 0.50%
36.84' 18"
CP @ 0.50%
TOP STM 623.71'
CLEAR: 0.48'
BTM STM
621.61'
0
TOP SAN
620.99'
LU
CLEAR:
0.62'
o
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=
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630
620
640 1
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620 1
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J ry
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION D0CUMENTS\NCC191800GP0.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:52 PM LAST SAVED BY: RMCDOWELL
10+00
640
630
620
640
630
620
640
EX. GRADE '
i
i
PROR GRADE
630
18" RCP
@ 0.50%
TOP SAN
CLEAR:
623.20'
3.93'
U
d
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� a
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10+00
640
630
620
EX.
32.50' -
18" RCP
@ 0.50%
PROR GRADE
DROP 8" RJDIP
VATER MAIN
15.00' - BTM WTR 627.88'
18" RCP TOP STM 627.58'
@ 0.50% CLEAR: 0.29'
BTM STM
625.44'
TOP SAN
CLEAR:
624.99'
0.45'
U
a
O
a
o
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a+
ED
N
l!7
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CD
2
CD
2
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0
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LU
LU
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m N
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M
m N
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0- cMp (D
+O
� +O
M
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c
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10+00
10+50
640
630
620
REVISIONS
REV DATE COMMENT oRalvr ev
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
FF= 6
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC191800GPO
NOTES -
ALL STORM STRUCTURES ON SITE SHALL BE PER NCDOT
STANDARDS.
ALL STORM PIPING SHALL BE CLASS III RCP UNLESS OTHERWISE
SPECIFIED.
0
30 15 7.5 0 30
1 "= 30'
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
SEAL
043610 °
" °°° °
o000000°
19
SHEET TITLE:
STORM PLAN
& PROFILE
SHEET NUMBER:
REVISION 0 - 10/28/2019

RIM 627.52
RIL X \_A�,
F= 629.60
FF= 628.70
FF= 628.70 ; 1
628 -M-m�
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628
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REVISIONS
REV DATE I COMMENT D. BY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
150
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC191800GPO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
[e-mail]
CARO
SEAL o =
043610 °
o�NG I NE�qj
�',�
///11��11111
SHEET TITLE:
STORM PLAN
& PROFILE
SHEET NUMBER:
C-413
2 10+00 10+50 11+00
J ry
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC191800GPO.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:52 PM LAST SAVED BY: RMCDOWELL
11+50
12+00
12+50
13+00
13+50
14+00
14+50
15+00 15+50
REVISION 0 - 10/28/2019

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FF= 632.50 /
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ALL STORM STRUCTURES ON SITE SHALL BE PER NCDOT
STANDARDS.
ALL STORM PIPING SHALL BE CLASS III RCP UNLESS OTHERWISE
SPECIFIED.
V
30 15 7.5 0 30
1 "= 30'
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REVISIONS
REV DATE I COMMENT DRAWN BY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC191800GPO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
T-��
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
STORM PLAN
& PROFILE
SHEET NUMBER:
REVISION 0 - 10/28/2019

w
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REVISIONS
REV DATE I COMMENT DRAWN BY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC191800GPO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
t '
SEAL
043610 °
o�NG I NE��',�
\ �0 z8 19
''11111111``
SHEET TITLE:
STORM PLAN
& PROFILE
SHEET NUMBER:
C-415
5 10+00 10+50
1 IY
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION D0CUMENTS\NCC191800GP0.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:52 PM LAST SAVED BY: RMCDOWELL
10+00
10+50
REVISION 0 - 10/28/2019

STORM STRUCTURE SCHEDULE
RI V.
NAME
TYPE
( TL)
INVERTS
Al
36" FES
INV IN = 617.73' (36")
INV IN = 618.61' (30")
A2
CURB INLET NCDOT STD 840.03 (DOUBLE)
627.52'
INV IN = 621.71' (18")
INV IN = 618.99' (24")
INV OUT = 618.61' (36")
INV IN = 621.96' (18")
A2.1
CURB INLET NCDOT STD 840.03
627.50'
INV OUT = 621.87' (18")
A2.2
OPEN THROAT INLET NCDOT 840.05 (OPEN FOUR SIDES)
626.75'
INV OUT = 622.14' (18")
INV IN = 620.13' (30")
A3
CURB INLET NCDOT STD 840.03
629.42'
INV IN = 625.02' (18")
INV OUT = 619.52' (30")
A3.1
CURB INLET NCDOT STD 840.03
629.39'
INV OUT = 625.18' (18")
INV IN = 621.25' (30")
A4
CURB INLET NCDOT STD 840.03
631.61'
INV IN = 627.24' (18")
INV OUT = 621.06' (30")
A4.1
CURB INLET NCDOT STD 840.03
631.61'
INV OUT = 627.40' (18")
INV IN = 622.78' (24")
A5
CURB INLET NCDOT STD 840.03
631.17'
INV IN = 625.55' (18")
INV OUT = 622.67' (30")
INV IN = 625.84' (18")
A5.1
CURB INLET NCDOT STD 840.03
631.17'
INV OUT = 625.72' (18")
A5.2
OPEN THROAT INLET NCDOT 840.05 (OPEN FOUR SIDES)
630.30'
INV OUT = 625.91' (18")
INV IN = 623.80' (24")
A6
CURB INLET NCDOT STD 840.03
632.03'
INV IN = 627.63' (18")
INV OUT = 623.25' (24")
A6.1
CURB INLET NCDOT STD 840.03
632.00'
INV OUT = 627.79' (18")
INV IN = 625.60' (18")
A7
NCDOT STD MANHOLE
633.41'
INV OUT = 624.96' (24")
INV IN = 625.9T (18")
A8
CURB INLET NCDOT STD 840.03
633.72'
INV OUT = 625.81' (18")
INV IN = 626.10' (18")
A9
CURB INLET NCDOT STD 840.03
633.72'
INV OUT = 626.07' (18")
INV IN = 629.99' (18")
A10
CURB INLET NCDOT STD 840.03
634.50'
INV IN = 626.76' (18")
INV OUT = 626.66' (18")
A10.1
CURB INLET NCDOT STD 840.03
634.48'
INV OUT = 630.15' (18")
INV IN = 632.42' (18")
All
CURB INLET NCDOT STD 840.03
637.21'
INV OUT = 628.50' (18")
Al2
CURB INLET NCDOT STD 840.03
637.21'
INV OUT = 632.58' (18")
INV IN = 620.27' (24")
A20
CURB INLET NCDOT STD 840.03
628.71'
INV OUT = 619.98' (24")
INV IN = 621.96' (24")
A21
CURB INLET NCDOT STD 840.03
629.83'
INV IN = 625.44' (18")
INV OUT = 621.53' (24")
A21.1
CURB INLET NCDOT STD 840.03
629.81'
INV OUT = 625.60' (18")
INV IN = 625.66' (18")
A22
CURB INLET NCDOT STD 840.03
633.08'
INV IN = 628.78' (18")
INV OUT = 625.10' (24")
A22.1
CURB INLET NCDOT STD 840.03
633.15'
INV OUT = 628.94' (18")
INV IN = 627.65' (18")
A23
CURB INLET NCDOT STD 840.03
634.98'
INV OUT = 627.44' (18")
INV IN = 631.59' (18")
A24
CURB INLET NCDOT STD 840.03
636.02'
INV OUT = 628.45' (18")
A25
CURB INLET NCDOT STD 840.03
635.85'
INV OUT = 631.79' (18")
B1
NCDOT STD HEADWALL
635.34'
INV IN = 631.63' (18")
B2
NCDOT STD HEADWALL
635.34'
INV OUT = 632.25' (18")
Cl
24" FES
INV IN = 617.20' (24")
C2
4'XT OUTLET CONTROL STRUCTURE
621.00'
INV OUT = 617.50' (24")
STORM SEWER PIPE SCHEDULE
FROM
TO
FROM
INV
TO
INV
PIPE
LENGTH
SLOPE
( /o)
DIAMETER
(IN.)
MATERIAL
Cl
C2
617.20'
617.50'
60.51'
0.50%
24"
RCP
B1
B2
631.63'
632.25'
75.98'
0.82%
18"
RCP
A24
A25
631.59'
631.79'
39.51'
0.50%
18"
RCP
A23
A24
627.65'
628.45'
64.76'
1.23%
18"
RCP
A22
A23
625.66'
627.44'
114.14'
1.56%
18"
RCP
A22
A22.1
628.78'
628.94'
32.90'
0.50%
18"
RCP
A21
A21.1
625.44'
625.60'
32.47'
0.50%
18"
RCP
A21
A22
621.96'
625.10'
190.33'
1.65%
24"
RCP
A20
A21
620.27'
621.53'
69.33'
1.82%
24"
RCP
All
Al2
632.42'
632.58'
32.51'
0.50%
18"
RCP
A10
A10.1
629.99'
630.15'
32.51'
0.50%
18"
RCP
A10
All
626.76'
628.50'
201.58'
0.86%
18"
RCP
A9
A10
626.10'
626.66'
67.65'
0.83%
18"
RCP
A8
A9
625.91'
626.07'
32.50'
0.50%
18"
RCP
A7
A8
625.60'
625.81'
40.48'
0.50%
18"
RCP
A6
A6.1
627.63'
627.79'
32.50'
0.50%
18"
RCP
A6
A7
623.80'
624.96'
115.97'
1.00%
24"
RCP
A5.1
A5.2
625.84'
625.91'
15.00'
0.50%
18"
RCP
A5
A5.1
625.55'
625.72'
32.50'
0.50%
18"
RCP
A5
A6
622.78'
623.25'
95.49'
0.50%
24"
RCP
A4
A4.1
627.24'
627.40'
32.50'
0.50%
18"
RCP
A4
A5
621.25'
622.67'
283.50'
0.50%
30"
RCP
A3
A3.1
625.02'
625.18'
32.61'
0.50%
18"
RCP
A3
A4
620.13'
621.06'
187.84'
0.50%
30"
RCP
A2.1
A2.2
621.96'
622.14'
36.84'
0.50%
18"
RCP
A2
A20
618.99'
619.98'
98.91,
1.00%
24"
RCP
A2
A2.1
621.71'
621.87'
32.50'
0.50%
18"
RCP
A2
A3
618.61'
619.52'
181.75'
0.50%
30"
RCP
Al
j A2
j 617.73'
j 618.61'
j 177.37'
0.49%
j 36"
RCP
k�
o0
LTJ� o0
p z
W >�
W W U)
p z W
NJ 0 Z�ZUU om
Z LLJl�-Ur W>
W 020 Ua� o'
k-1 U' ?W WU>W w
Z>-C9~W a�U
W Q= 0 W Z w�
>z0WU)0 z�
PIPU D�QQz< =
z�
z U � W :2
1-4OOZO �"o
Z J� U U� U
Q Z U) Z
Q Nw
> W J
U
W oW
W
U) zo
00
os
�o
oQ
REVISIONS 1
REV DATE COMMENT DRAWN BY
CHECKED BY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC191800GPO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
FOR
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
com
SEAL o
043610 0
' ° o�NG NE�e'
01281i
SHEET TITLE:
STORM
SCHEDULE
SHEET NUMBER:
■
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION D0CUMENTS\NCC191800GP0.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:52 PM LAST SAVED BY: RMCDOWELL
REVISION 0 - 10/28/2019

12" MIN.
10,
VARIE 5' 5' ARIES
3-1
10% 5% MAX
3:1
COMPACTED SUBGRADE
TYPICAL ]ROADWAY SECTION
BOHLER ENGINEERING DETAIL
FABRICATED ALUMINUM BAR
GRATE TRASH RACK WITH
TOP OF POND ELEV. 624.50'
CONVERT HOLE FROM SKIMMER
YXY OPENINGS -----
-----
-------
----_ _ _
_
TO PERMANENT ORIFICE
TOP OF RISER ELEV. 621.00'
--------------------
WHEN SKIMMER BASIN
BA
48"X12" RECTANGULAR WEIR
48"X12" RECTANGULAR WEIR
CONVERTED TO WET POND
ELEV. 619.10'
ELEV. 619.10'
ELEV. 617.50'
4' X 4' BOX STRUCTURE
(INTERNAL DIMS)
CONVERT HOLE FROM SKIMMER
TO PERMANENT 2.5" ORIFICE WITH
ANTI -CLOGGING DRAWDOWN
PERMANENT POOL ELEV. 617.50'
ASSEMBLY WHEN SKIMMER BASIN
,,. .,:..:
-
.
CONVERTED TO WET POND
1 r:y` ?e.:i; '
ELEV. 617.50'
NOTES:
SEE NCDOT STANDARDS FOR
24" OUTLET CULVERT
24"' OUTLET CULVERT
OUTLET STRUCTURE BOX, GRATE,
ELEV. 617.50'
ELEV. 617.50'
REINFORCING, ETC.
5'X5'X2' CONCRETE BALLAST PAD
ALL CONCRETE TO BE 3,600 PSI
(INCLUDING PRECAST BOX WALLS
COMPRESSIVE STRENGTH.
AND BOTTOM SLAB, FILL BOTTOM
OF STRUCTURE TO 2' BELOW
OUTLET CULVERT WITH CONCRETE
AND PROVIDE SMOOTH FINISH AT
INVERT OF STRUCTURE)
WET POND I RISER STRUCTURE
NTS
WET POND I
SPILLWAY DETAIL
SCREW TYPE PLUG
6"
4" PVC PIPE AND TEE
--PERMANENT POOL
sL
PVC CAP WITH HOLE DRILLED PER WATER QUALITY
ORIFICE SIZE LISTED FOR WET POND
NTS
NOTES:
1. DRAW DOWN ASSEMBLY SHALL NOT BE INSTALLED UNTIL WET DETENTION BASIN IS
STABILIZED.
DRAWDOWN ASSEMBLY
NOT TO SCALE
BOHLER ENGINEERING DETAIL
INFLOW
TEMPORARY SEDIMENT CLEANOUT ELEV. = 618.50'
BOTTOM OF TEMPORARY SKIMMER BASIN = 617.50'
(SEE EROSION CONTROL PLANS)
----__2:1 SIDE SLOPES
SEDIMENT CLEANOUT ELEV. 613.50'
BOTTOM OF POND ELEV. 613.00'
�r ruivu rLrV. UZ4.01J
)PES
L 100-YEAR STORM EVENT @ ELEVATION 623.10'
V 25-YEAR STORM EVENT @ ELEVATION 622.32'
L 2-YEAR STORM EVENT @ ELEVATION 620.45'
TEMPORARY POOL (1" WQV) @ ELEVATION 619.10' -
L PERMANENT POOL @ ELEVATION 617.50'
TOP OF POND ELEV.
40' WIDE CIPOLETTI SPILLWAY ELEV. 622.
LIN=ITFTT97H I=AS9 TRIP-R
MAX 3:1 SLOPES FOR TEMP
CLASS 1, 15" THICK RIP -RAP BERM DRAWDOWN PIPE
CREST ELEV. = 618.00'
2:1 SLOPES UNDER PERMANENT POOL—
TODRAIN IF
NECESSARY FOR TEMPORARY SEDIMENT CLEANOUT ELEV. 618.50'
POND
MAINTENANCE BOTTOM OF TEMPORARY SKIMMER BASIN = 617.50'
(SEE EROSION CONTROL PLANS)
LANIN INVE I I I I I
AT TOP OF RISER STRUCTURE
PIPE
HICK STRIPES AT V INTERVALS
CK RED STRIPE AT V DEPTH MARKER
NOTES: I
1. DRAW DOWN ASSEMBLY SHALL NOT BE INSTALLED UNTIL WET DETENTION BASIN IS
STABILIZED.
SEDIMENT DEPTH MARKER
TRENCH WIDTH
II
TRENCH
III
WIDTH
—III
=1 GRADE
III=
—III
-I I
;
I I- III —I I
1= -II I —I I
z
F_
I —I I I-
—
III
I
_I
I�—ICI
a
I� —ICI
w
W
—I�I-
-I
CD
I I�
IIII
-III
p
III
I II
III I I —I
91
—III
II.
a
_—III
6' III —I
A
a
�
1141
II-
IIIII
d
e
nd
n
12" _ I I I I
O RING
�I
< .
6"
—
—I
—III
24" RCP
n
I ,a
II e
=III
III
I ANTI -SEEP
I— -III
°
COLLAR
' '. ' °.J
_-III
I i .. I
dI
4.—Q=�ec�
II'
I I-
I—
U
I—
�L=e
=
I
_III
II
d<
II
CD
a
EI
<
a
I.I�IIII
p
I I
III
12"
—III.; IIIII
ANTI -SEEP COLLAR.
I= CLASS B CONCRETE OR
III,
I I COMPACTED CLAY WITH
I=
INFILTRATION RATE OF 0.01
INCHES PER HOUR OR LESS.
SECTION A -A
PLAN VIEW
ANTI -SEEP COLLAR
NOT TO SCALE
BOHLER ENGINEERING DETAIL
GENERAL NOTES:
1. SEE WET POND PLANTING PLAN FOR
LANDSCAPING REQUIREMENTS
2. POND TO BE LINED WITH COMPACTED CLAY
WITH INFILTRATION RATE OF 0.01 INCHES PER
HOUR OR LESS
■
DIMENT CLEANOUT ELEV. 612.50'
BOTTOM OF POND ELEV. 612.00'
NTS (10-1 VERTICAL EXAGGERATION)
I o�
` PROP. FLARED END
SECTION AND RIP -RAP
` \ PROP. 40'X10'EMERGENCY
SPILLWAY WEIR
CLASS I -18" THICK RIPRAP
I �
CREST ELEV. = 622.75'
I , ;
I j oo�
I �
I ! ar
PROP. 4'X4' POND
o- OUTLET CONTROL WEIR I
CREST ELEV. = 621.00'
` ` I
I
I
I
I�
I�
OUTFLOW \\
`ANTI -SEEP COLLARS
WIDE, 6:1 VEGETATED SHELF
AFTER STABILIZATION BUT PRIOR TO PAVING, POND
TO BE DREDGED AND CONVERTED FROM SKIMMER
SEDIMENT BASIN TO PERMANENT WET POND.
CONTRACTOR TO PUMP/DREDGE BASIN ONLY IF
TOP OF SEDIMENT STORAGE ELEVATION IS ABOVE
612.00' (MAIN POOL), 613.00' (FOREBAY)
• I ; I /
O
Ali �
0
O
O
Po7
--PROP.
WITH GATE DOORS _
-PROP. WET POND
I `
� \ I ±39,098 SF`
\\ I I PROP. 6' VEGETATED
ISHELF AT 6:1 SLOPES
\ I �
IPROP. PERMANENT - --------------
DRAINAGE AND I I
IACCESS EASEMENT
10' WIDE COMPACTED SOIL ACCESS
ROAD (95% COMPACTED SUBGRADE) 5� /
r
30
15
7.5
0
30
1..=
30'
0
Z
W
W W U)
Z_ � 0� W
0 Z5Zcn2
Z W H Ur W >
W (D2U—U6�
Ur Z W W W5; W
Z >_ 0 0 � U)
H W a= W Z
_J>Z0W W0
U) D 2 Q Q z Q
0zaQa~O
zJOU)DWU)
a �z(nWZ
> J 1--
5
W
H
U)
REVISIONS
REV DATE I COMMENT oRawNBy
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
1
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC191800HPO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOHLER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
[e-mail]
043610 °
°oo o
i je °000000 "1 �
//,111111000 19
��
SHEET TITLE:
PERMANENT
ANENT
POND
DETAIL
SHEET NUMBER
C-417
REVISION 0 - 10/28/2019
NTS
■
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC191800HPO.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:52 PM LAST SAVED BY: RMCDOWELL
BOHLER ENGINEERING DETAIL

BONTERRA VILLAGE
HOMEOWNERS ASSOCIATION
COMMON OPEN SPACE
DB 5266, PG 834
PARCEL 1D: 07021001F
I -----" -
/
/
If
AQVTERR4 VILLAGE
HOMEOG➢N R� ASSOCIATION
COS 60AIT RRA MAP 5 /
--__ PARC7 & 070210l
OB 5266, PG 834 ♦ _ /
-- `````` ♦ ♦ /
I I r—___
BON RA lOLLAGE I I I
ImzOWN RS A550CIAAON
r 1
COSI2 BON RRA PH. 2 MAP 3
I PARCEL 1D.• 07021682--
DB 66, PG 834
--
I I \--
-----*-- �Q_
\,
- ---------''' , '��' I j(III,,'' `� Irk' ♦♦
I
I � 1
/ \' " /
I r
0
'`------- ' ` �(
It cmB
-
I-----------------------
'
43 /
4 i i i i 65*
I 80.(VTE I/lLLAGf'`.
1 1 ; 4q4 fOWNERS LSD JTIOIV --- \ \ 1
%ov 7 BONTERRA
M,a,� '� Q Q'
(PARCEL 1D.• ?�,7021'68L
`♦ ` OD��LOD �i_OD�10D `\ \ I I `, ______�
----_---- \\ \` `, \` `, _oo�a�LOD—Lo—Loo—�oD=-t a�oD�—�oD— ^�LoD�LoD—Lo9\ LoD—LoD�lp��
------ - _
-� _-- _-__ _____ -- _______________-
IIIIII III_ ' / 1
It---' '---------' \ \`\
\
GsB
i
----\ ��`�\ Imo=-------- \- ----------------
-- --- - \ ------ Z. ----------- — -- -- -----------_ ------__---------------
I_
/
/
/
/
/
/
/
/
/
i
oI
ml
I
EMU
al
0
z
W
W W U)
z_ �� W
C� z D
z W�OW>
W 0 2 0— Ua�
OzWWW5;W
z>-cD!zoa�cn
r=WQ= Wz
> z 0 W W 0
can Q Q z Q
oza Q< —0
z i U) U)Q �z(n0-z
> J
0
W
H
U)
REVISIONS
REVDATE COMMENT oRarvNev
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
1
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=60'
CAD I.D.: NCC191800HP0
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
FOR
LIQl-L�7I��D
�/�
A�YAANAI,�A�YAENT9
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
SEAL -
043610 -
4�ti
GIN E��0.1
SHEET TITLE:
PRE
DEVELOPMENT
DRAINAGE
AREA MAP
SHEET NUMBER
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC191800HPO.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:52 PM LAST SAVED BY: RMCDOWELL
REVISION • - 10/28/2019

BONTERRA VILLAGE
HOMEOWNERS ASSOCIATION
COMMON OPEN SPACE
DB 5266, PG 834
PARCEL 1D: 07021001F
4 /lRO "-----
1 w'
♦♦ I'
621
AND
61,
61
H6
COS
/
TfAR4 VILLAGE
r
?4 ASSOCIATION
NA 47Wj MAP 5A—
D.• 070210r "i2R "rR3'
oI
BON RA IOLLAGE ;
3803 SF h
STM
STM
A2.1 '
— '
,
STM
MEOWA RS A550CIA77ON I i i
COSI2 BON RNA PH. 2 MAP 3
i
�`` LOT: 31
Ago
' \
\`
i 6d8
♦
A3.1
630
PARCEL 1D.• 07021682
O" 4826 SF
STM
__
DB 66, PG 834
�- --'
` 1
•\
STM
, •
I
-----
___ I\
ATM
I
A
LOT; 84
4292 SF
LOT: 85 LOT: 86
3789 SF
LOT: 87 LOT: 88
LOT: 89 LOT: 90 LOT: 91
LOT: 92
I I I 1
I
30
3789 SF
3789 SF 4330 SF
3789 SFLOT: 3248 SF 3248 SF
3248 SF
,
I
-----
3859 SFgl
---
-
LOT: 29
I3163
SF
LOT: 28 \
'
LOT: 83
/
3150 SF
,
3818 SF
- `
635
,
I
635
, I
LOT:27
^�
LOT:82
,
\�`�" /
1
3150 SF
1
3273 SF ------
-
.65
; I ; '
♦ 1
�,
F —
I
/
,
;; I
`.\
LOT: 26
3150 SF
I I
LOT: 81
3273 SF
J
/'
D �; CmB
— —
I
"
"
1
S �`
LOT: 80
POST POND 1 = 13.50
CN = 92
AC
'""0�
LOT:25
A22M
_
3746 SF
ZM
3765 SF -
_
Tc = 9.5 MIN
I
I
1
1
LOT:79
LOT:78
LOT:77
LOT:76
LOT:75
3675 SF
3150 SF
3150 SF
3150 SF
3675 SF
LOT:74
LOT:73
LOT:72
LOT:71
LOT:70
LOT:69
4200 SF
3675 SF
3675 SF
3675 SF
3675 SF
4200 SF
' I LOT: 23 A23 ; ' A25
3320 SF
^� '
LOT:22 ,
STM
3175 SF A24
3176 SF
3317 SF
I
4F l
�304 S
\\``. \\`\ \\`\ BOO
I�OM£OWNE�
I \
11( ';'C>�J 9 BONTERRA PFI.\2 M,4/- J__
PARCEL 1D. ;;O7 168L ' , \
I / DB,,52 6,\ PG',8j4__ — \`; °\ OD "OD
\`\
LOT:
68 LOT:67 LOT:66 LOT:65 LOT:64 LOT:63
4200 SF 3675 SF 3675 SF 3675 SF 3675 SF 4645 SF
LOT: 58
4161 SF
LOT: 59
3286 SF
LOT: 60
3162 SF
LOT: 61
3150 SF
LOT: 62
3675 SF
LOT: 58
4161 SF
LOT: 59
3286 SF
LOT: 60
3162 SF
LOT: 61
3150 SF
LOT: 62
3675 SF
MEMBER
m
.0SHE
MIT
MIT
q
*qm
*qm
4347 SF
3679 SF
3675 SF
3675 SF
3675 SF
It SF
4200 SF
3675 SF
3675 SF
3675 SF
3675 SF
4200 SF
4259 SF
3727 SF
3727 SF
3727 SF
3727 SF
4244 SF�
' , I II_- / I ------ ` ` '-- ` '
,III
---"------ _-------
II ,Jill ' \_ _=_ `_ - _ ----- _r -------------
1 III - ---- ------------------� --- '-- _-_--_ _ - - - .
1 II ----- _____ _______\�\� _ \ ``\ \ _ _ - _____
ml
I
EMU
al
0
z
W
W W U)
z_ �� W
C� z D
z W�OW>
W 0 2 0— Ua�
OzWWW5;W
z>-otWOa cn
�WQ= Wz
> z 0 W W 0
U)D QQzQ
0zaQQ~O
z 10U)DW U)Q �z(noz
> J
0
W
H
U)
REVISIONS
REVDATE COMMENT oRalvNev
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
1
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=60'
CAD I.D.: NCC191800HPO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
FOR
LIQUID
MANAGMaENT
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
SEAL -
043610 -
SHEET TITLE:
POST
DEVELOPMENT
DRAINAGE
AREA MAP
SHEET NUMBER
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC191800HPO.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:53 PM LAST SAVED BY: RMCDOWELL
REVISION • - 10/28/2019

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REVISIONS 1
REV DATE COMMENT DRAWN BY
CHECKED BY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=60'
CAD I.D.: NCC191800HPO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
FOR
LIQUID
MANAGMaENT
LL�
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
SEAL
043610
o
GINE��
�Aaz8%9
SHEET TITLE:
INLET
DRAINAGE
AREA MAP
SHEET NUMBER:
C-420
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION D0CUMENTS\NCC191800HP0.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:53 PM LAST SAVED BY: RMCDOWELL
REVISION • - 10/28/2019

FF= 637.25 FF= 638.25 FF- 638.25 FF= 639.25 FF- 639.25 FF= 640.2
= 640.70 FF= 640.70 FF= 639.70 FF=
1
1
70 FF= 638.70 FF= 638.7(
'
SEE SHEET C-505
1
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) VALVES 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 UCPVV'S SYSTEM FOR
TREATMENT DOMESTIC
10. NUMBER AND SIZE OF METERS
99 - 3/4" DOMESTIC METERS
NO IRRIGATION METERS FOR INDIVIDUAL LOTS
0 - 3/4" IRRIGATION METERS FOR COMMON OPEN SPACES
11. SEWER MAIN DESIGN MUST BE LESS THAN 14' DEEP (MAX COVER)
12. FIRE HYDRANT SHALL BE PLACED A MINIMUM DISTANCE OF 6 FEET
BACK OF CURB AND HAVE A CLEAR SPACE OF 3 FEET FROM ANY
PERMANENT STRUCTURES.
13. METERS WILL NOT BE SET IF WATER METER BOXES, SEWER
CLEANOUTS, VALVE BOXES OR THEIR APPURTENANCES ARE
DAMAGED OR IMPROPERLY POSITIONED.
14. REFER TO UNION COUNTY SPECIFICATIONS, UNION COUNTY
WATER AND SEWER EXTENSION POLICY AND TO UNION COUNTY
WATER SEWER EXTENSION ORDINANCES.
15. DEWATERING: THE CONTRACTOR AT ALL TIMES SHALL PROVIDE
AND MAINTAIN AMPLE MEANS AND EQUIPMENT WITH WHICH TO
REMOVE AND PROPERLY DISPOSE OF ANY AND ALL WATER
ENTERING THE EXCAVATION OR OTHER PARTS OF THE WORK AND
KEEP ALL EXCAVATION UNTIL SUCH TINE THAT THE PIPE LAYING
AND GRADING IS COMPLETED AND STRUCTURES TO BE BUILT
THEREIN ARE COMPLETED. NO WATER SHALL BE ALLOWED TO RISE
AROUND THE PIPE UNTIL BACKFILL TRENCHES NOR SHALL IT BE
ALLOWED TO RISE OVER MASONRY UNTIL CONCRETE OR MORTAR
HAS SET (MINIMUM OF 24 HOURS). ALL WATER PUMPED OR
DRAINED FROM THE WORK SHALL BE DISPOSED OF IN SUCH A
MANNER AS TO PREVENT SITUATION AND EROSION TO ADJACENT
PROPERTY OR OTHER CONSTRUCTION.
16. VERIFICATION HAS BEEN MADE BY BOHLER ENGINEERING THAT
EACH LOT IS CAPABLE OF HAVING GRAVITY SEWER SERVICE TO
THE CENTER OF THE LOT AT THE FRONT SETBACK.
17. ENGINEER VERIFIES DESIGN HAS BEEN BASED ON GROUND
SURVEY.
18. FOR PARCELS WITH EXISTING STRUCTURES, CLEARLY IDENTIFY
PREVIOUS AND EXISTING WATER AND SEWER SERVICES (WELL,
SEPTIC, OR COUNTY WATER/SEWER) ON PLANS. IF WATER AND/OR
SEPTIC ARE EXISTING, THEN COPY TRACI COLLEY
([e-mail]) ON PLAN/REDLINES TO
NOTIFY. MAKE NOTE THAT THE ENGINEER IS TO DIRECTLY
CONTACT TRACI COLLEY (704-283-3717) WITH ENVIRONMENTAL
HEALTH FOR THEIR SEQUENCE OF EVENTS AND OTHER PERTINENT
INFORMATION.
19. THE WATERMAIN WILL BE RESTRAINT JOINT DIP 40 FEET BEFORE
AND AFTER TO EACH FITTING
20. ALL EQUIPMENT SHALL BE LOCATED TO THE SIDE OR REAR OF THE
PRINCIPAL STRUCTURE OR ON ROOFTOPS AND SHALL NOT BE
VISIBLE FROM ANY PUBLIC OPEN SPACE OR SIDEWALK AREA. (UDO
SECTION 21.7.5.B.3)
21. DESIGN ENGINEER SHALL CONFIRM THAT WATER AND SEWER
MAINS AS WELL AS SERVICE LINES, METER BOXES, FIRE
HYDRANTS, AND LATERALS WILL NOT BE IN CONFLICT WITH ANY
PROPOSED UTILITY INSTALLATIONS, LANDSCAPING AND/OR
DRIVEWAYS. ANY CONFLICTS SHALL BE AT THE DEVELOPER'S
EXPENSE TO COORDINATE AND RESOLVE AND COULD RESULT IN
DELAY OF WATER METERS BEING SET.
UTILITY SERVICE INFORMATION
ESTIMATED WATER CONSUMPTION (DWELLING): 400 GAL/DAY PER
DWELLING UNIT MIN.
400 GAL/DAY PER UNIT x 99 MAX UNITS = 39,600 GAUDAY MAX
WASTEWATER FLOW RATES:
285 GAL/DAY x (99) 3 BEDROOM UNITS =
28,215 GAL/DAY
'ALL METERS ARE PROPOSED TO BE FOR
INDIVIDUAL PARCELS.
NUMBER AND SIZE OF METERS:
99 - 3/4" DOMESTIC METER
0 - 3/4" IRRIGATION METER BY COS
IRRIGATION: ASSUMED 12,000 GAL/DAY FOR TOTAL SITE DURING SUMMER
MONTHS
FIRE FLOW: ASSUMED 1000 GPM FOR HYDRANT (2 PROPOSED).
DRIVEV
3/4" DOMESTIC
(TO BE SET AS REQL
NCDOT
TYP. 4" PVC SEWE
SERVICE C(
50' NCDOT ROW
20' MIN. (TYP.) 4' 2' 15' 15'
CONSTRUCTION SCHEDULE.
ANTICIPATED START DATE: SPRING 2020
I_1111[NIA_\Iq�1�11169:1�L'\I�Iy_11f�Z1Ylll
MATERIAL LIST
WATER SYSTEM
8" RJ DI PIPE (CLASS 350) = t 129 LF (PUBLIC)
8" PVC PIPE (SDR 18) = t 1979 LF (PUBLIC)
PUBLIC FIRE HYDRANTS - 2
3/4" DOMESTIC METER - 99
NO IRRIGATION METERS FOR INDIVIDUAL LOTS
3/4" IRRIGATION METER AND 3/4" RPZ - 0
8" PVC = t 2762 LF (PUBLIC)
48" SEWER MANHOLES (TYPE II) = PROPOSED - 18(PUBLIC)
2' 4' 1 20' MIN. (TYP.)
P'OR.
OP 2%SLOPE 2%SLOPE
DIST. TO BUILDING 5 3NJ PROP' 2' ROLL PROP PRO IDIST. TO BUILDING
GARAGE DOOR LANDSCAPE C&G PROP. TRAVEL LANE PROP. TRAVEL LANE 2'RO L LANDSCAPE 5'SP GARAGE DOOR
5'TO WIL STRIP C&G STRIP
�, (NO TREES) (NO TREES) GAS PIP
8"SANITARY SEWER FIBE OPTICIELECCI NDUIT
7.0' UTILITY EASEMENT RCP STORMVVATER IPE
7.5' FROM C/L OF PIPE
^I T UTILI EASEMENT
TYPICAL STREET CROSS
SECTION A -A
N.T.S.
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REVISIONS 1
REV DATE COMMENT DRAWN BY
CHECKED BY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=60'
CAD I.D.: NCC1918000PO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
FOR
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
StAL o =
043610 0
o o
o
' °oo GINE°°
A00
0 '
//011110000
.0
SHEET TITLE:
OVERALL
UTILITY
PLAN
SHEET NUMBER:
C-501
■
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC1918000PO.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 8:14 PM LAST SAVED BY: RMCDOWELL
QCC 01 ICC I lr-%)V`F
REVISION 0 - 10/28/2019

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630
620
610
EX. GRADE
164.94' - 8" PVC @ 0.50%
372.96' - 8" pVC @ 0.50%°
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REVISIONS
REV DATE COMMENT DRAWN BY
CHECKED BY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
1
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC1918000PO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
FOR
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
SEAL
043610 °
19
rSHEET TITLE:
UTILITY
PLAN
SHEET NUMBER:
C-502
REVISION 0 - 10/28/2019
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC1918000PO.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 8:14 PM LAST SAVED BY: RMCDOWELL

0
0
NP�G@05 /
S 1Nba2'
FF= 631.45
LOT: 30
3859 SF
FF= 631.45
LOT: 29
3163 SF
FF= 632.45
LOT: 28
3150 SF
640
630
620
IFF=
LOT: 27
3150 SF
-11 DEGREE BEND
FF= 632.55
LOT: 83
3818 SF
11 DEGREE BEND
� z\
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FF= 633.45
LOT: 26
3150 SF
LOT: 25
3746 SF
SAN
S5.1
FF= 632.55
LOT: 82
3273 SF .�
LOT: 76
3150 SF
E
LOT: 77
3150 SF
FF= 639.10
LOT: 78
3150 SF
FF= 639.10
LOT: 79
3675 SF
' FF= 633.55 \ FF= 638.10
LOT: 80
` 3765 SF
11 DEGREE BEND
co,
Q O
22.5 DEGREE BEND
8" PVC WM Q�OQ�Q\ \ `11 DEGREE BEND
6.5' BOC 5�0
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FF= 633.55
LOT: 81
3273 SF /
LOT: 24
4179 SF
LOT: 23
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41-3/4" METER (TYP.)
S5.2
22.5 DEGREE BEND
4" SEWER
LAT. (TYP.)
1
SAN
S5.3
FF= 637.25
LOT:18
4347 SF
3675 SF \
FF= 640.10 A ,
M`
1-8"X6"X6" HYDRANT TEE
1-6" HYDRANT VALVE °c
LOT:13
°^1V 4200 SF
FF= 639.25
LOT:14
3675 SF
FF= 639.25
LOT:15
3675 SF
LOT:17
3679 SF
LOT:16
3675 SF
F= 6, 39.701
LOT:10
3675 SF
LOT: 11
3675 SF
LOT:12
4200 SF
SAN
NJ
55.4
-755.3
SAN
S5.2
PROR GRADE
_ — —
SAN
S5.1
-
U
-
-
0
SA
5N
Z
Y GRADE
_ , -
—
+
_ — �—
2.0 ?
8,. PVC
—
�
16172
0
p,
BTM STM 631.52'
ALLEL TOP SAN 628.42'
PRO
�
CLEAR: 3.11'
UNNINC' PARALLEL
PVC @ 1,50°l0
_ , _
PROP STM
117.8T -
-
BTM STM 628.71'
TOP SAN 625.91'
CLEAR: 2.80' 15
/°
117.81'
U
N
d
0
+
PVG@313
0
13a12
BTM STM
621.91'
TOP SAN
619.73'
CLEAR:
2.18'
bo
�b
�bo
bo
o w
�v,
m
co
= M
co
as CD
= W 7 CND
CD CND
= �_ bD CND
= W CD
O
CD H
N CN9 H
M
CNO H
CNO H
(S�
6)
d Co
Z 0
CCJ
d CD Z 0
(D
CD z 0
d CD z 0
LCJ
d [D 0
+
> >
+
> >
+
>
+
cG
N
CL
Z Z
CL E Z Z
ZEE Z
N
6- W Z Z
N
D-ZEZ
640
630
620
LOT: 9
3675 SF
30 15 7.5 0 30
1 "= 30'
T�
� v -
o0
o0
Zw
W >�
W W U
z W
O z5zUU -1
Z LLJUr W>
W C�2U Dar o�
t-1 0 z W WU)>W w
Z�0 1W U)
p W Q= W Z w
J> Z U W O LL
W cU)D zQ
zz
zzU) WZH-H wLL
OpQD_Q��
Z J � ol
U) c '
Q 0 p W z
� z Q Nw
IU o
=o
o
o�
oQ
REVISIONS
REV DATE I COMMENT DRAWN BY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC1918000PO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
t '
SEAL o =
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SHEET TITLE:
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PLAN
SHEET NUMBER:
' 17+50 18+00 18+50 19+00
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19+50
20+00
20+50
21+00
21+50
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22+50
REVISION 0 - 10/28/2019

640
630
620
32
SF
FF= 629.60
LOT: 34
3816 SF
FF_F__=_6__29_._6_01
OT: 33
3685 SF
23+5�
r
SAN S a, SFNPVC @
S6 S 9,654
22.5 DEGREE BEND
8" PVC WM
6.5' BOC
T MIN COVER
22.5 DEGREE BEND
gP /
w
00
00.
SAN 11 DEGREE BEND
Tv S5
CD
I
vL
SL L
____11 DEGREE BEND
o
�+ LOT: 83
=-Iwl 3818 SF FF= 632.55
LOT: 82 FF= 632.55
3273 SF
" METER (TYP.)
I � r r
J 4" SEWER
LAT. (TYP.)
T
EGREE BEND
FF= 628.70 FF= 628.70
LOT: 84 LOT: 85
4292 SF 3789 SF
3 +50.00
25+50
SO
283.81 - 8" AN PVC @ 0.;
34+00
LOT: 46
3916 SF
35"00
,9 8,
8^SANS��
P
@o
PROP, PUBLIC HYDRANT
1-8"X6"X6" HYDRANT TEE
1-6" HYDRANT VALVE 11 DEGREE BEND
22.5 DEGREE BEND
FF= 629.70 FF= 629.70 FF= 629.70
FF= 630.45 FF= 631.45 FF- 631.45
LOT: 86 LOT: 87 0 FF= 631.45 FF= 632.45
3789 SF LOT: 88 LOT: 89
3789 SF 4330 SF LOT: 90 LOT: 91
3789 SF 3248 SF LOT: 92 LOT: 93
3248 SF 3248 SF 3746 SF
SAN
S9
4" SEWER
LAT. (TYP.)
FF= 633.60
LOT: 94
3675 SF i
LOT:47
3685 SF
FF= 633.30
LOT: 48
3150 SF
FF= 633.30
LOT: 49
3/4" ETER (TYP.) 3150 SF
FF= 633.30
LOT:50
3150 SF
FF= 633.30
LOT: 51
3150 SF
AFF= 633.30
FF= 633.60
LOT: 95
3150 SF
FF= 633.60 8" PVC WM'
LOT: 96 6.5' BOC-
3150 SF
3' MIN COVER
�
FF= 633.60
LOT: 97
3150 SF
FF= 633.60
LOT: 98
3150 SF /
;1-
FF= 632.60
LOT: 99
3675 SF
/ LOT:52
3675 SF
FF= 633.30
LOT: 53
3675 SF
EX. GRADE
SAN
S9
SAN
s6
SAN
S5
PROR GRADE
SAN
-7
S6
SAN
S7
U
O
N
N
+
o'
M
0
0
a
a
cD
+
BTM STM 627.14'
o
M
TOP SAN 623.20'
CLEAR: 3.93'
PROP
IMRY�MINGIRARAIIFL
U
°
C
PROP
CO
BTM STM
624.89'
PROP STM RUNNING PARALL
L
RUNNW
TOP SAN
622.09'
°
BTM STM 625.33STM
PARALLEL
CLEAR:
2.81'
TOP SAN 620.05'
�
CLEAR: 5.28'
PROP STM RUNNING
+
PROP STM RU
NING PARALLEL
283.81' 8" PVC @ 0.50%
PARALLEL
BTM STM 621.61'
93.54' (TOTAL) 8" P
TOP SAN 620.99'
CLEAR: 0.62'
88.96' 8" PVC
20.
0' - 8" DIP @
.50%
W W O_
O O 6J
V
I`
Oi
W
- O
W co
O
N N
W co
t0
oo N
2 y rn rn co
O cD c0
2�
co
2 co
O
M
2 N N co
O
2
N N co
O
d O Z Z D
W
N
d O
O
W
N
a- O Z Q
M
d O Z D
d
M
O z O
+
+
_
_
if
c
�_
Z Z Z
co
d d'
Z
co
6-
640
630
620
ON
ME
30
15
7.5
0
30
1 "=
30'
k�
0
o0
ZW
W >�
W W U
z W
O z�zUU om
z W�Ow>
W C�2U Ua� o�
k-1 0ZW WU>W w
z57-0 �
W Q= p W z w
_J>zUW UO LL
W c�n��QQzQ
zz
ZUcWz�HwLL
F�J 0z�U� O o-
r�
J (U U E U m,
z p z
z Q Nw
cr > D_ J
U
w oW
om
o�
os
oQ
REVISIONS
REV DATE COMMENT
oRawNsv
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC1918000PO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
CARO
t '
SEAL o =
043610 '
o
A 0 �0 z8 i9
SHEET TITLE:
UTILITY
PLAN
SHEET NUMBER:
7
'- 30+00 30+50 31+00 31+50
J ry
R\2019\NCC1918000RAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC1918000PO.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 8:14 PM LAST SAVED BY: RMCDOWELL
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35+00
35+50
36+00
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37+00
REVISION 0 - 10/28/2019

640
630
620
3150 SF x`S0 FF= 632.50 o I ,�
FF= 633.60 8" PVC WM LOT: 57
LOT: 96 6.5' BOC S0° 4201 SF
3' MIN COVER
3150 SF
FF= 633.60
Iwiv
LOT:97 o o
3150 SF SAN i
FF= 633.60 \
s10 11 DEGREE BEND
LOT: 98 , Q 0 F 8" RJDIP
3150 SF
11 DEGW .E BEND
s
LOT:99
3675 SF
\ 0 8
o �
„ LOT: 58 0�° OB' p °
" � o
FF= 632.75 �978' c�
SAN &
s11 22.5 DEGREE BEND
w
W �
I LOT: 59
➢�oN FF= 632.75 o I
1.5 DEGREE BEND
0
o\ S I I
314" METER (TYP.)LOT: 60
o .-
s
IFF- 633.75
�ISAN t'
S12 "� S
o I i
LOT: 61
w FF= 633.75 I `�
w
W °
z
-V o I
N FF- 633.75
PROP, PUBLIC HYDRANT 8" PVC WM 4" SEWER 1-8"X8"X8"TEE
1-8"X6"X6" HYDRANT TEE 3675 SF
1-6" HYDRANT VALVE 6.5' BOC LAT. (TYP.) 2-8" GV o g
3' MIN COVER o i
�O
o {,fin RJDIP o $ I
W W � (BOC TO BOC)
11 DEGREE BEND o Zc
Al COD
S15 J J J J J J SAN J J 22.5 DEGREE BEND
�' �' 2 0.03 - 8" SAN VC @ 1.00% �' S14 PROP. RI HT -OF -WAY ?' 230.03 - 8" SAN PVC 0.50% 1
" �� ° S�®n 11 DEGREE BEND O
44" .30+5 44+50.00 16+00 4+00 15+50 1+50.00 5+}1000gI }�\�Y I��y 43+ 0 14+ 2+50.00 + �R JECT 2+00 13+50 41+50.00 3+00 41+ 0 12+5 +
TRU 4 K 2 M
12+p0 N SAN ao,
r J J J J J J J J J J J J J J J J J J J J '3 S13 PROP. PUBLIC 5
LA CONCRETE I
22.5 DEGREE BEND SIDEWALKIlk I
�� o
I I
O
x`S I �
\ 11 DEGREE BEND I '
1-8"X8"X8" TEE
20LF 8" RJDIP 1-8" GV
FF= 640.70 FF= 640.70 FF= 639.70 RAF--
F= 639.70
FF= 638.70 FF= 638.70'A,
� I
A A A A I i
FF= 637.80 FF= 637.80 FF= 636.80 FF= 636.80 FF= 635.80 FF= 635.80 �7X°O � - I
PROP. CONNECTION
LOT:12 LOT:11 LOT:10 LOT:9 LOT:8 LOT:7 LOT:6 LOT: LOT: LOT: LOT: LOT: �oo TOBONTERRAVILLAGE
4200 SF 3675 SF 3675 SF 3675 SF 3675 SF 4200 SF 4259 SF 3727 SF 3727 SF 3727 SF 3727 SF 4244 SF �o0 10+5 WAY 8" WM
LOT: 74
LOT: 73
LOT: 72
LOT: 71
LOT: 70
LOT: 69
4200 SF
3675 SF
3675 SF
3675 SF
3675 SF
4200 SF
FF= 640.70
FF= 640.70
FF= 639.70
FF= 639.70
FF= 638.70
FF= 638.70
LOT: 63
LOT: 68
LOT: 67
LOT: 66
LOT: 65
LOT: 64
4645 SF
4200 SF
3675 SF
3675 SF
3675 SF
3675 SF
PR
P.36"X36"
STOP
IGN (TYP.)
FF= 637.90
FF= 636.90
FF= 636.90
FF= 636.90
FF= 635.90
FF= 635.90
SAN
S15
EX.
GRADE
ROP. GRADE
SAN
�
S14
SAN
S13
SAN
S12
�
SAN
co
L
SAN
S11
0
S10
a
0
+
X
d
U
N
�
W
-
H
2
d
_
o
O
+
CL
BTM STM 632.30'
o
TOP SAN 628.28'
CLEAR: 4.02'
EO
STM RUNNING PARALLEL
PVC @ 1.00%
PROP
230.03' 8"
0-
0
BTM STM 629.86'
BTM NITR
629.81'
STM RUN
ING PARALLEL TOP SAN 626.97'
TOP SAN
626.32'
PROP
CLEAR: 2.89'
M
CLEAR:
3.49'
230.03' 8" PVC @
.50%
0
PARALLE
a
BTM STM
627.53'
PROP ST
RUNNING
`
0
TOP SAN
625.63'
g" PVC @ 0.50%
00
CLEAR:
1.90'
BTM STM 625.45' PROP STM RUN
IN
RALLEL
TOP SAN 625.00'
CLEAR: 0.45'
73.4
' (TOTAL) -
8" P
C
@ 0.
0%
73.43
(TO
AL) -
8" PV
11
@0.
%
20.00'-8"DIP@0.0%
20.00' - 8" DIP @ 0.50%
00
a0 N
co Lf�
00 M
00 W
W
O
lf)
CNO
LO
= 117 CNO
M aJ
ui
= 004
0 CO CN9
= N CNO
CO
= 0
O
CNO H
0
11")
CN9 H
(n
N cc H
N
CNO H
OM
I� CN9 H
M
c � H
M
M
d CO Z D
O:5
CO
M
d CO Z 0
O
(A
M
d CD Z 0
O
M
M
d CO Z 0
O
CO
LO
M
d CO Z D
O
CO
co
m
d Co 0
O
+
I�
0' >
+
CX)
2' �> >
+
(T
d' �> >
+
O
d' �> >
N
2' �> >
0-' �>
M
Z Z
Z Z
Z
;z
ry
38+00 38+50 39+00 39+50
R\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC1918000PO.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 8:15 PM LAST SAVED BY: RMCDOWELL
640
630
620
ME
0
30
15
7.5
0
30
1 "=
30'
o0
Z
� o
W >�
W W U
p� z W
NJ 0 Z�ZUU om
z WW-Ow>
o<
W C9�U U� o�
k-1 (_9 ZW WU)>W w
Z57-0HW�U m
W Q= p W Z w
J> Z U W U O LL
PIPu ZQ
zz
Z(n�uJZ�H �wLL
F�J OZO �
�
'c
ZJ�UU�(n
Q �p��Z ao
Z Q Nw
U
W �W
om
zo
00
os
oQ
REV DATE COMMENT DRa)wrlev
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC1918000P0
PROJECT: POPLIN V}�� MEADOWS
PHASE III (SENIOR
AGE TARGETED)
LIQUID}
�/�
A�YAAd V AGMEd V A 9
JLo JLo
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
NC@)3o
BOH LER
ENGINEERING NC. PLLC
19
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
hlerEng.com
PLAN
t
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° 043610
SHEET TITLE:
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V4
SHEET NUMBER:
REVISION 0 - 10/28/2019
40+00
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42+50
43+00
43+50
44+00
44+50

14 GAUGE STRANDED BLUE
COATED COPPER TRACER WIRE
SADDLE
COPPER
SERVICE TUBING
CONNECTOR
CORPORATION
APPROVED SERVICE HARDWARE
2"PVC
MUELLER
FORD
H-13420
S70
SADDLE
UP TO 8"
SEE NOTE
FC 101
BALL CORPORATION
B-25008
FB1000G
YOKE
H-5020
Y 502
ANGLE BALL VALVE
B-24273
BA94-323WG
CHECK VALVE
H-14247—A
HHS91-323
CONNECTORS COPPER
STYLE 110
GRIP JOINT
EXPANSION CONNECTION
EC 23
NOTE:
ROMAC 101N SHALL REPLACE MUELLER FOR PIPE
DIAMETER UP TO 8"
SMITH BLAIR 317, FORD FIE 202 OR ROMAC 202N SHALL
REPLACE MUELLER FOR PIPE DIA. 12" AND UP
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.C.
STANDARD DETAIL
SERVICE CONNECTON
SCALE:
N.T.S.
DATE:
10-4-11
CONCRETE 4" 112 OF
PIPE DIA.
STONE
CLASS A
CLASS B
NOTES:
ALL CONCRETE = 3000 PSI
ALL STONE = N.C.D.O.T. NO. 67
UNION COUNTY PUBLIC WORKS DEPARTMENT
STANDARD DETAIL
Q
SCALE
UNION COUNTY, N.C.
PIPE BEDDING
N.T.S.
U
DATE:
11-17-06
WATER MAIN CR❑SSING
UNDER STORM DRAIN DETAIL
ONLY APPLICABLE IF
MAXIMUM DEPTH OF BURY
FOR WATER MAIN IS LESS
THAN 6' AT CR❑SSING,
PROPOSED
GRADE
54' RESTRAINT J❑INT DIP
RESTRAINT
JOINT DIP
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.C.
III— III i I� �-III Illiiilllllllll, ����III�
6,0' DEPTH (MAX.)
3.0' COVER (MIN.)
STORM DRAIN
45 DEGREE 45 DEGREE
REAIf1C I BENDS
12' (MIN.) I,
54' RESTRAINT J❑INT DIP
WATER MAIN
RESTRAINT
JOINT DIP
20' RESTRAINT J❑INT DIP
STANDARD DETAIL
WATER MAIN UNDER STORM DRAIN CROSSING
SCALE:3
f
N.T.S.
DATE:
08-31-16
CONCRETE PAD
,a..e°
VALVE BOX
6" PVC PIPE
II i
I
I
I � I
14 GAUGE STRANDED BLUE
COATED COPPER TRACER WIRE
2" CAST IRON HARCO ADAPTOR
8" OR 6" WATERMAIN 2" PVC
(54 LF DIP RESTRAINT) Z2'OF\-2" 2" BRASS NIPPLE THREADED VALVE
6X2 MJ PLUG
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
SCALE:
UNION COUNTY, N.C. 8" OR 6"X2" REDUCER
10-4-11
NOTES:
MINIMUM COVER IS 36"
2" PVC SDR 21 (200 PSI)
V-8" PVC SDR 18
12" OR LARGER DIP
NO STONES LARGER THAN # 67 STONE
SHALL BE USED IN SELECT BACKFILL
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.C,
""1P IN 6" - 12" LIFT
CAREFULLY COMPACTED
SELECT BACK FILL 1 FT.
ABOVE TOP OF PIPE
HAND TAMP EARTH
VIV VV 1 I VI\ VLLL
STANDARD DETAIL
WATER TRENCH
NOTE:
1, MAXIMUM GROUND SLOPE OF 5' TO 1' IN ANY
DIRECTI❑N INSIDE WATER/SEWER EASEMENTS.
2, SLOPE GREATER THAN 5' TO 1' MUST HAVE
PRI❑R APPROVAL FROM UNI❑N COUNTY PUBLIC
WORKS,
FINISHED GRADE
1'
VARIABLE R/W
WATER OR
Of SEWER MAIN
SCALE:
N.T.S.
DATE: 8 B
1-14-10
UNION COUNTY PUBLIC WORKS DEPARTMENT J " �L L
MAXIMUM SLOPE ACROSS WATER/ SEWER EASEMENT SCALE:
UNION UNION COUNTY, N.C. DATE:
3
5:1 SLOPE 03/02/18
NOTES:
FOR PVC -- USE SDR 35 FOR 10 FT OR LESS.
USE SDR 26 FOR 10 FT. OR MORE.
USE DUCTILE IRON - IF UNDER 3 FT DEEP
OR OVER 18 FT DEEP.
NO STONES LARGER THAN # 67 STONE
SHALL BE USED IN SELECT BACKFILL
PVC C900
SDR 18 (200 PSI)
OR
DUCTILE IRON CIF/
WITH PROTECTEC
GRAVITY SEWER — BEDDING DETAIE
CLASS C
L -4
FORCE MAIN
AREFULLY COMPACTED
ELECT BACK FILL 1 FT.
BOVE TOP OF PIPE
#67 STONE
AMP IN
'-12'' LIFTS
:CAREFULLY COMPACTED
SELECT BACK FILL 1 FT.
ABOVE TOP OF PIPE
HAND TAMP
EARTH
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
SCALE.
UNION COUNTY, N C. SEWER BLDDU DATE.
8 A
12-16-13
\O
OC/ \JJ
VITA T
O
�0
SFW E�
y�osfACE PV,
C13mm]
IF
1 1/4' RAISED LETTERING
(RECESSED FLUSH)
(2) 1' (25mm)
DIA. HOLES
(4) 1' (25mm) DIA
HOLES ON 29 3/4'
(756mm) BOLT CIRCLE,
3/4' (19mm) LETTERS
(RECESSED FLUSH)
BOTTOM VIEW
2' - 1 1/4"
1' - 113/4"
1' - 111/2"
l 1'- 5 1/4" -1 t 1 1/2"
ff1/8'-'
1,, 2 3/4"
NOTES: 2- -� 3 3/4" L43
1/2"
1. ALL CASTINGS TO BE FREE FROM SAND HOLES. NO PLUGGING ALLOWED.3 1' 10 1/4"
2. MACHINE ALL CONTACT SURFACES BETWEEN RING AND COVER. 2' - 0 1/2"
3. PROVIDE TWO VENT HOLES IN COVER, 1" DIA. TAPERED TO 1-1/8" ON 4 3/8"
REVERSE SIDE, 4 3/8"
4. MINIMUM WEIGHTS: COVER - 120 LBS. RING - 190 LBS. 2' - 91/4"
S. ALL MANHOLE RINGS OUT OF ROAD RIGHT OF WAY SHALL BE BOLTED
INTO MANHOLE WITH S/8" DIAMETER KWIK BOLT STUD ANCHOR SYSTEM. (U.S. FOUNDRY - 669, VULCAN - 1384 OR EQUAL)
HILTI BRAND OR APPROVED EQUAL.
STANDARD DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE:
UNION COUNTY, N.C. RING & COVER DATE:
9-9- 1
UNDISTURBED EARTH
12,, L /
CONCRETE _
/
DITCH BANKS
PLAN 450 BENDS
ALSO 900. 22 1/20. 11 1120
DITCH BANK
H CONCRETE
DITCH BOTTOM
H/2 UNDISTURBED
EARTH
ELEVATION AT FITTINGS
DITCH L
BANKS
MAX 45° CONCRETE
UNDISTURBED
EARTH
DITCH
BANKS
PLAN TEE
CONTRACTOR SHALL USE TIE RODS TO SHIM AS NECESSARY
SECURE VERTICAL BENDS —
DITCH
BOTTOM ' <'
MIN. 1 1/2 (U. YD
UNDISTURBED EARTH OF CONCRETE
VLR I ICAL BLIND
UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE:
UNION COUNTY, N.C. THRUST BLOCK N.T.S. 16
DATE:
11-17-06
CD
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REVISIONS
REV DATE I COMMENT DRawNev
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=60'
CAD I.D.: NCC19180OSDO
PROJECT:
POPERY MEADOWS
PHASE III (SENIOR
AGE TARGETED)
LIQUID
MANAGMENT
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
[e-mail]
i
SEAL o =
043610 '
GIN
E��',.
SHEET TITLE:
UTILITY
DETAILS
SHEET NUMBER:
C-506
-z
J ry
HA2019\NCC1918OO\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC19180OSDO.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:54 PM LAST SAVED BY: RMCDOWELL
REVISION 0 - 10/28/2019

t38mm3
1 1/4' RAISED LETTERING
(RECESSED FLUSH)
—(2) CAN LOCKS
SEE DETAIL
(4) 1' (25mm) DIA
HOLES ON 29 3/4'
(756mm) BOLT CIRCLE.
(2) CLOSED PICKHOLES
1/2' 3/4' (19mm) LETTERS (2) CAM LOCKS
113mm3 ® (RECESSED FLUSH) BOTTOM VIEW
2' - 1 1/4"
1' - 11 3/4"
5/8'-11 X 3 1/4' LG 1' - 11 1/2" 1 1/2"
SS PENT BOLT (2 REQ'D)
1 7/8' 5/8' SS
C48mm] �ffFLAT WASHER 1" MIN. 1/2"
RUBBER WASHER 21/8" 7�T73 41- 1' 101/4"4 3/8" 2' - 01/2,'� /2"
tsmm3 2' - 9 1/4"
s/8'
5/8' HEX ZN FLAT Ss WASHER (U.S. FOUNDRY - 669, VULCAN - 1384 OR EQUAL)
4
NYLOCK NUT CBRASSLOCK LUG (SHORT)
2Q NOTES:
5/8' HEX ZN .240'
JAM NUT C6mm3
1. ALL CASTINGS TO BE FREE FROM SAND HOLES. NO PLUGGING ALLOWED.
�
2. MACHINE ALL CONTACT SURFACES BETWEEN RING AND COVER.
CAM & GASKET GROOVE 3. PROVIDE 2 CLOSED PICKHOLES
DETAIL 4. MINIMUM WEIGHTS: COVER - 95 LBS. RING -190 LBS.
5. ALL MANHOLE RINGS OUT OF ROAD RIGHT OF WAY SHALL BE BOLTED
INTO MANHOLE WITH 5/8 DIAMETER KWIK BOLT STUD ANCHOR SYSTEM.
HILT[ BRAND OR APPROVED EQUAL.
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL SCALE:
UNION COUNTY, N.C. RING & COVER FOR SEALED MANHOLES DATE: 9A
9--25-12
ANCHORAGE SCHEDULE
11 1/40- BEND
22 1/2- BEND
452 BEND
900- BEND
I TEE
ITEST PRESSURE
PIPE SIZE
L
H
L
H
L
H
L
H
L
H
(P.S.1.)
6„
13"
1'0"
23"
110"
2,6„
V6„
2'9"
1'6"
2'0"
1161,
200
1'6"
1'3"
23"
116"
310"
V6"
4'0"
1'6"
3'0"
1'6"
300
1'6"
V6„
2'6"
1191,
TO"
2'0"
3'9"
2'0"
2,6„
2'0"
200
8„
TO
V6„
3'0"
2'C"
TV
2,3„
4'6"
2'6"
3,6„
2,3„
300
2,6„
V9„
4,0,.
23„
4,3„
3,0„
5,0"
TY
4.0„
3'0"
200
12„
3,6„
2'0"
53„
2'6"
6,0„
33„
TO"
3'6"
5101,
3,6„
300
3'0"
1'0"
4'0"
3'0"
4,6„
3'9"
6'0"
3'9"
4'6"
3,6„
200
14"
4'0"
2'6"
5'3"
3'6"
6'0"
43"
6'6"
5'0"
5'0"
5'0"
300
3'0"
2'9"
4'6"
3'6"
5101,
4'6"
7'0"
4'3"
5'0"
4'0"
200
16"
4'0"
3'0"
63"
3'9"
6'5"
53"
8'0"
53"
7'6"
WO"
300
THRUST BLOCK DIMENSIONS BASED ON SOIL BEARING CAPACITY
OF 2000 P.S.F. AND A WATER TEST PRESSURE OF ISO P.S.I. SIZES OF THRUST
BLOCKS MAY BE REVISED BY THE ENGINEER WHERE BEARING CAPACITY
OF SOIL VARIES.
PROVIDE TAR PAPER JOINT BETWEEN CONCRETE THRUST BLOCK AND
PORTION OF PIPE BEING ANCHORED.
MAXIMUM VERTICAL DEFLECTION SHALL BE 22 1/2°.
JOINTS SHALL REMAIN FREE OF CONCRETE FOR INSPECTION, REPAIR OR
REPLACEMENT OF JOINTS.
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
SCALE:
UNION COUNTY, N.C. THRUST BLOCK SPEC F CAT ONS DATE: 17
11-17-06
GENERAL NOTES:
11 METER BOX LID TO HAVE AMR LOCATOR (ALLIANCE 1200 OR
EQUAL FOR 50W ERT, STANDARD LID FOR 60W ERT)
21 BUILDER/PROPERTY OWNER TO INSTALL NIPPLE, VALVE AND
VALVE BOX BEFORE METER WILL BE SET.
3) METER AND ERT BY UNION COUNTY P PREVAILING RATE
14 GAUGE STRANDED
BLUE COATED COPPER
I
8, to 10„
TRACER WIRE ANGLE VALVE
I
I(WITH LOCK WINGS)
EXPANSION
CONNECTOR
1 1/2"
CLEARANCE
ELECTRONIC RADIO
TRANSMITTER VALVE BOX BY
BUILDER/PROPERTY OWNER
F_ -1
I
L
I I
I II
� I I
� I I
AMR METER
4 I
TUBING CONNECTOR
\
--— — — —
ZCHECK VALVE
— —
a
=g-
lul lul
— Hi
— xP
VALVE BY BUILDER/PROPERTY
YOKE
BRASS NIPPLE BY
BUILDER/PROPERTY OWNER
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL SCALE:
NTs.
UNION COUNTY, N.C. METER INSTALLATION FOR AMR METERS DATE
4
6
PILAU
9--F
18" MAX.
a�
THREE COURSES OF
GRADE RINGS MAXIMUM
STRAIGHT WALL OF M.H.
TO BE LOCATED OVER IN
5' - 0" FOR PIPES
OVER 18" _
4' - 0" FOR PIPES
1R" R, gMAI I FP
V . ;;•. 1� PRECAST INVERTS ONLY
5" SCH 40 STEEL PIPE
WITH EPDXY COATING
RUST-OLEUM 9335 ABOVE GRADE
9578 BELOW GRADE - 9373 PRIMER
6T
11ESH SCREEN
2" STAINLESS STEEL STAPS
O.C. FROM BASE
" x 3" S.S. ANCHOR
PER STRAP
ETE ANCHOR
GENERAL NOTES:
(1) 1 ROLL OF MASTIC AND A 6" EXTERNAL JOINT/SEAM WRAP INSTALLED ON EACH MANHOLE SECTION
(2) MANHOLE VACUUM TESTING - AFTER EACH MANHOLE IS INSTALLED AND ALL PIPES ARE CONNECTED, BUT BEFORE BACKFILLING, THE MANHOLE SHALL BE VACUUM TESTED.
ALL PIPES ENTERING THE MANHOLE SHALL BE PLUGGED AND BRACED. THE CONTRACTOR SHALL FURNISH ALL MATERALS, LABOR AND EQUIPMENT NECESSARY TO PERFORM
THE TESTING. A VACUUM OF 10 INCHES OF MERCURY SHALL BE CREATED ON THE INSIDE OF THE MANHOLE. AT THE VACUUM OF 10 INCHES OF MERCURY, THE PUMP SHALL
BE STOPPED AND THE TIME SHALL BE MEASURED FOR THE VACUUM TO DROP TO 9 INCHES. FAILURE OF THE TEST SHALL BE ANY AMOUNT OF TIME LESS THAN THE FOLLOWING.
4 FT. . DIAMETER MANHOLE = 60 SECONDS
5 FT. DIAMETER MANHOLE = 75 SECONDS
6 FT. DIAMETER MANHOLE = 90 SECONDS
7 FT. DIAMETER MANHOLE = 105 SECONDS
8 FT. DIAMETER MANHOLE = 120 SECONDS
10 FT. DIAMETER MANHOLE = 150 SECONDS
UPON TEST FAILURE, THE CONTRACTOR SHALL REPAIR ALL LEAKS AND RETEST THE MANHOLE UNTIL THE TEST HAS PASSED.
STANDARD DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE:
UNION COUNTY, N.C. MANHOLE DATE:
7-31-14 10
CONCRE I E PAD
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY,N,C•
VALVF
BOX
INSTALLATION1�DAT„
SCALE;
CONCRETE RING
14 GAUGE STRANDED
BLUE COATED COPPER
TRACER WIRE
2" WATER MAIN J
GROUND LEVEL
TERMINATE 1' BELOW
GROUND LEVEL
VALVE BOX 2" COUPLING
. Ad ..a•
—VALVE BOX
_2" GALVANIZED
PIPE 2' LONG
6" PVC PIPE RESTING ON BRICK
• 4
2' GALVANIZED PIPE
3' LONG �1 NG 2 90 BEND
2" GATE VALVE -
MECHANICAL JOINT
CONCRETE BLOCKING
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
SCALE:
UNION COUNTY, N.C. 2 I/ BLOW -OFF DATE:
2
10-4-11
NOTE:
A 27" DIAMETER PRE -CAST
RING SHALL BE PLACED
8 3/4" AROUND EACH VALVE BOX.
7 112"
2" 43/4"�
21/?"
71f4"
3rs"
6 114"
1i4'
7
2 LUGS 3/8" x 1/4"
I� 7116"71
6"
TOP
UNION COUNTY PUBLK WORKS DEPARTMENT
UNION COUNTY, N C.
7 3/9"
1f4"
�1/2' 314"� 11/2"
1"
5r 16"
7 4"
51s"
r� 4 �112 5 1/2"
6 3/4"
1 1! 2 ;—
rl
3"
WATER
7 112"
BOTTOM
(SCREW TYPE)
STANDARD DETAIL
VALVE BOX
COVER
PAINT COLORS
BODY ....... ...FIRE HYDRANT RED - RUST-OLEUM ENAMEL # 1210 FIRE HYDRANT RED
BONNET............ HIGH GLOSS WHITE - RUST-OLEUM ENAMEL # 2766
CAPS ... ... ..... ..... H16H GLOSS WHITE - RUST-OLEUM ENAMEL # 2766
HYDRANTS TO BE SET AT
BURY LINE- EDGE OF R/W AT PROPERTY
TO BE SET AT CORNERS
EXIST. GRADE
LEVEL
6" MECHANICAL JOINT
6" DUCTILE IRON
GATE VALVE
BURY
LEADER WITH
MEGALUGS
14 GA. STRANDED BLUE COATED
COPPER TRACER WIRE
0 0
NO.67
MECHANICAL JOINT
WASHED
CL
0 O
"LOCKED"
STONE
O
HYDRANT TEE
d. .
gti
�
18" x 18" x 6"
A MINIMUM OF 6" OF CONCRETE
WILL BE PLACED UNDER THE BASE
STANDARD
DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT
SCALE:
UNION COUNTY, N.C.
F RL HYDRANT
INSTALLATION
DATE:
1-2-14
CONCRETE RING CONCRETE RING
�:.:::•
VALVE BOX
14 GAUGE STRANDED BLUES ja 2" BRASS NIPPLE -
COATED COPPER TRACER WIRE 6" PVC PIPE RESTING ON BRICK
WATER MAIN (SIZE 'VARIES} STUB LENGTH VARIES)
ISEE TABLE) (SEE TABLET
LL GATE VALVE -
MECHANICAL JOINT MJ PLUG
I512E VARIES UPON
WATERMA[N SIZE)
TABLE
517E OF PIPE LENGTH OF PIPE
6" 40,
e" 40'
12" AND LARGER BY ENGINEER
GROUND LEVEL
} I— VALVE BOX
TERMINATE T BELO'W
GROUND LEVEL 2" GALVANIZED
2" COUPLING PIPE 2' LONG
VALVE BOX
6" PVC PIPE RESTING ON 11MCK
r
2' GALVANIZED PIPE
9' LONG 2" - 90' BEND
2" MATE VALVE -
MECHANICAL JOINT
CONCRETE BLOCKING
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
SCALE.
UNION COUNTY, N.C. MAINLINE FUTURE EXTENSION MTH BLOW -OFF N"'S- 2 A
10-4-11
CO
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REVISIONS
REV DATE I COMMENT DRawNev
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
15,
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1..=60'
CAD I.D.: NCC19180OSDO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
Tr�T
LIQUID
MANAGMaENT
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
SEAL
043610 0 -
�o
' G1N`E
A" '
O�z819
rSHEET TITLE:
UTILITY
DETAILS
SHEET NUMBER:
C-507
0
N_
HA2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION 1!7UMENTS\NCC191800SD0.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:54 PM LAST SAVED BY: RMCDOWELL
REVISION 0 - 10/28/2019

GENERAL NOTES
(1) RPZ SHALL BE INSTALLED FOR CUSTOMER APPLICATI❑NS
APPROVED BY UNI❑N COUNTY PUBLIC WORKS.
(2) REDUCED PRESSURE PRINCIPLE BACKFL❑W PREVENTI❑N
ASSEMBLY SHALL COMPLY WITH ASSE 1013 & AWWA C511
(FEBC❑ 825Y, WILKINS MODEL 975XL, HERSEY MODEL FRPII OR EQUAL),
(3) OWNER SHALL PR❑VIDE WRITTEN CERTIFICATION TO THE
COUNTY THAT THE RPZ HAS BEEN TESTED BY A CERTIFIED
BACKFL❑W PREVENTI❑N TECHNICIAN AFTER INSTALLATI❑N.
(4) BACKFL❑W PREVENTI❑N ASSEMBLY SHALL BE REDUCED PRESSURE PRINCIPLE BACKFL❑W PREVENTI❑N ASSEMBLY
CENTERED ON CONCRETE OR APPROVED FIBERGLASS VARIES
M❑UNTING PAD AND CENTERED WITHIN ENCLOSURE, (SEE MANUFACTURER) CLASS 1 ❑R CLASS 2, ASSE
1060 INSULATED WEATHERPROOF
(5) REDUCER PRESSURE ZONE ASSEMBLY SHALL BE ABOVE ENCLOSURE ANCHORED TO
GROUND ONLY, CONCRETE OR APPROVED
(6) BACKFL❑W PREVENTI❑N ASSEMBLY SHALL BE INSTALLED ,. FIBERGLASS M❑UNTING PAD
❑UTSIDE OF THE RIGHT OF WAY, MAXIMUM OF 5 FEET,
(7) PIPE MATERIAL SHALL BE BRASS (ASTM B43),
(8) INSTALLATI❑N SHALL BE IN C❑MPLIANCE WITH ALL
APPLICABLE COUNTY ❑RDINANCES AND SPECIFICATI❑NS
IN ADDITI❑N TO THE N,C, PLUMBING CODE, a 6' MIN.
L�
(9) PROPERTY OWNER SHALL BE RESP❑NSIBLE FOR z
MAINTENANCE AND ❑PERATI❑N OF BACKFL❑W f
ASSEMBLY AND C❑MPLIANCE WITH REPORTING AND w
TESTING REQUIREMENTS.
LA
o!
I[
6'MIN,
1' CL
ao
BRASS TO
METER
CE
THREADED
UNI❑N
1'-0'
MINIMUM
BALL
VALVE
M e
MINIMUM 6'
OPENING -
e•
6'
MIN.
120 VOLT GFCI
ELECTRICAL RECEPTACLE
DRAIN PORT - PROVIDE
P❑SITIVE DRAINAGE OUT OF
ENCLOSURE (MINIMUM TWICE
THE SIZE OF RPZ)
-_-III 4' 3000 PSI CONCRETE
ii =IIIII—IIIII=IIIII_ SLAB. DIMENSI❑NS PER
BOX MANUFACTURER
SPECIFICATI❑NS
-- MINIMUM 2'
ANNULAR AREA
MINIMUM 2 FEET OF
IIIII-IIIII-_~ BRASS —FROM ELBOW
7�► FL❑W
''III IIIII=11I I I-1 � �''
STANDARD DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT REDUCED PRESSURE ZONE ASSEMBLY SCALE: 24A
UNION COUNTY, N.C. N.T.S.(3/411 — 2,�1I DATE:
12-13-13
LXIJ I IINU I I I LXIJ TINU
WATER MAIN WATER MAIN
THRUST BLO KING
RESTRAINT JOINT
THRUST BLOCKING DIP PIPE FROM VALVE
TO 54' PAST CASING
_ TAPPING SLEEVE
TAPPING SLEEVE �— & VALVE
& VALVE — 54'
ENCASEMENT
DIP _
a 0-
, a
DIP WATER MAIN o I I ENCASEMENT
OPTION "A" OPTION "B"
TIE IN - DUCTILE IRON DETAIL TIE IN - DI, RESTRAINT JOINT DETAIL
NOTE:
OPTION "A" OR "B" WILL BE REQUIRED, DEPENDING ON
THE AMOUNT OF SPACE AVAILABLE, TO BE FIELD VERIFIED
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
SCALE:
G S E E V E N.T.S.
UNION COUNTY, N.C. T A P P
DATE:
11-17-06
NOTES:
1. THE CLEAN -OUT SHALL BE ADJUSTED TO GRADE
AND THE POST REMOVED BY THE PLUMBER UPON
CONNECTION TO THE TAP,
2. PLUMBER SHALL HAVE THE OPTION TO INSTALL A ONE
PIECE 4" SCH. 40 COMBINATION WYE TO MINIMIZE
TRENCH DEPTH OR INSTALL THE SEWER SERVICE
LATERAL FROM THE 4" STUB OUT.
3. ALL CONSTRUCTION BY THE PLUMBER, EITHER OPTION 1
OR OPTION 2, SHALL BE INSPECTED AND APPROVED
BY UNION COUNTY PLUMBING INSPECTOR UNDER A
VALID PLUMBING PERMIT.
4. CONTRACTOR OR UNION COUNTY PUBLIC WORKS
PERSONNEL MAY ADJUST SERVICE LATERAL ELEVATION
WITH FITTINGS IF ADEQUATE GRADE EXISTS.
5. LATERAL CONNECTIONS TO MANHOLES MUST BE
CORED AND BOOT INSTALLED.
4" SCH. 40 - 1/8 BEND
SOLVENT WELD CONNECTION (TYP)
4" SCH. 40 PVC NIPPLE.
LENGTH VARIES DEPENDING ON
DEPTH OF SEWER MAIN TO
MINIMIZE ADDITIONAL BENDS.
SDR 35 PVC 8x8x4 WYE
INSTALL ROTATED 45' FROM
THE SPRING LINE
SPRING LINE
ESMT/R/W L
FY
I �
24" CONCRETE I L
MIN PROTECTOR I I
RING I I
1 I I
4" PVC FEMALE
ADAPTOR W/SHC.
40 PLUG
4" SCH. 40 PVC
4" CLEAN OUT EXTENSION
TO BE LOWERED AFTER
CONNECTION TO BUILDING PLUMBING
OPTIONAL 4" SCH. 40 COMBINATION
WYE TO BE INSTALLED
BY BUILDER'S PLUMBER. i�__Lj_—
IF ADEQUATE GRADE EXISTS
TO BUILDING'S FLOOR
ELEVATION (SEE NOTE 2)
4" SCH, 40 COMBINATION WYE
I DISTANCE VARIES _:1 >/
X 1% MIN. SLOPE
12"
- 45°
GRAVITY SEWER MAIN
(SEE SPECIFICATIONS)
4"x4"x8' (MIN) POST TO BE
--.REMOVED AFTER CONNECTION
TO BUILDING PLUMBING
(SEE NOTE 1)
FINISHED GRADE
3.0'
MIN
TO BUILDING
BY PLUMBER
TO BUILDING OPTION 2
BY PLUMBER (SEE NOTE 3)
OPTION 1
(SEE NOTE 3)
4" SCH. 40
PVC CAP ON
4" STUB OUT
w
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Or Z W W W� W
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W
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REVISIONS
REV DATE COMMENT DRAWN BY
CHECKED BY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
1
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION -]
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=60'
CAD I.D.: NCC19180OSDO
PROJECT:
POPERY MEADOWS
PHASE III (SENIOR
AGE TARGETED)
FOR
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, INC
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, INC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
StAL o
043610 0
NEB
o*o
A0 '
SHEET TITLE:
UTILITY
DETAILS
SHEET NUMBER:
C-508
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
SEWER ATERA SCALE:
N.T.S.
UNION COUNTY, N.C. DATE:
2/19-14
■
HA2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC19180OSDO.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:54 PM LAST SAVED BY: RMCDOWELL
REVISION 0 - 10/28/2019

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DRAINAGE AREA 1 _ ---------,
T PORAFZYSILT DITCHIBF.�M
i 1 / DRAINAGE AREA TO DRAIN TO SKIMMER ,$� ' '�D ------- ---- CONT CTOR TCTFIL� ONCE WETLA OS DD `
' ��
/ BASIN A THROUGH DIVERSION CHANNELS, ; ' / -' `9N SITE ST9f�MWATER�'(�I�M IS STAB1t+bEp
�\ 1 THEN TO EXISTING STREAM CHAJ�I�}EL�� ' '' \ `` ` --
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` 7
ROC OU1 i,ET TE' ORARY SEDIMENT TIkAP #2 \\
'\� AT 50' HVALS (TYP.) DRAINAGE AREA: 4.90 AC. `\\ \``\ �W\
' i I r' /� \ ` %` DISTURNEDAREA_4.90 AC.
__ _ ,
' • TEiAeORARIc\SILT DI1Q�iIBERM , _\
�` \ �0NTRACTOR`TO FILL Of�E� LENGTH: 150 FT
06f ITE $TpRMW�TER SYSTEM IS STABILIZED �� ,&---- `` WIDTH: 75 FT
`[ IK L NGITUf1\NAL_Si0PE OF 1-2%'` ''�s' SURFACE AREA PROVIDEQ111250 SF
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- - - - - - - - - - \\,.
-'\ \ SKIMMER BASIN #1
` ---------- \ ; \I 01'1 DRAINAGE AREA: 10.00 AC.
( DISTURBED AREA: 10.00 AC.
f LENGTH: 200 FT
WIDTH: 139 FT
_ 0 \ `\i� i f , PROP. 4' PERFORATED RISER SURFACE AREA PROVIDED: 27807 SF
I' ,III 1WITH F TRASH RACK SURFACE AREA REQUIRED: 13709 SF
' \ EX. TREE TO BE If CREST ELEV. = 621.00' VOLUME PROVIDED: 115770 CF
PROP. FAIRCLOTH SKIMMER
VOLUME REQUIRED: 18000 CF
o REMOVED (TYP.)" INVERT: 618.50'
TOP OF BERM: 624.50'
BOTTOM OF BASIN: 617.50'
, i' i ', TOP OF EMERGENCY SPILLWAY: 622.75'
o if , PROP. 40'X10' EMERGENCY WEIR LENGTH: 40.0'
" SPILLWAY SKIMMER PIPE DIA: 2.5"
�-___--: I I I
OS BB_- ""i CREST ELEV.=622.75' SKIMMER ORIFICE DIA: 2.25"
CLASS I - 15" THICK RIPRAP SKIMMER ORIFICE ELEV: 618.50'
qi.> �."fi4 AC. I DEWATERING TIME: 3.37 DAYS
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BONTERRA t/lLL GE
HOMEOWNERS AS OCIATION l
COS 2 BONTERRA 1 . 1 MAP 6
PARCEL 1D: 07021282
DB 5266, G 8.34 /
O p /
WED
SONTEARA VILLAGE
l / HOMEOWN RS ASSOCIATION
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/ ��` \ COS BONT RRA PH I MAP 5 / l
\�------------- - - ---- PARC L 1D.• 07021001D
\�' ° °- 5266, PG 8.34
-624------------_ --- \_-- ----_ //
II I TB — __�jj----- ,— \ --------__ _
---- -6�-7
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MIN, T D RTH $d$FACE AREA REQUIRED: 9003 SF `
\ V E PROVID 19896 CF =\ \ I\
\MAX. F,1 SIDE�SLOPES, C�\}� \ ' o \
VOLUIvJJi QF}I♦?ED: 17640 CF '\
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BOTTOM 0Fa 50'
•-- l l 1 �` `I ( `\, `\\ -- X REQUIRED WEIR LEItlT�'1�5.0' zo
TENFORARY a ENT TRAP T0,$E
I FILLS S1NCE ONSITE STORMWRTF "OH
s 6 SYSTEM IS FULLY STABILIZED 628--
Af
' TIb1PORARY STOCKPILE TO COMPACT DURING \
- -- _, PLACEMENyf;LEARA\
..DDITIONRcL'AREAASNEEDED
�i * Ta�'6ACf/COMPACT DIRT E,i PANDING SILT FEN E
DP. SILT FENCE 1 II 10-GQNTROL WORK AREA AS REQUIRED.
CK OUTLET
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50' INTERVALS (TYP )•''� r' I
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S OCKPILRE FQR
I TOPSOIL I - DA,AINAGE AREA 2\
MAX. HEIGHT 20'
` AREA = 4.90A\�RES
' ' 1
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BAS NAGE AREA Td DRAIN\\TO SKIMMER
A THR�UGH DI\ERSION CHANNELS,
THE TO EXI4TING STREAM tHANNB,LS
------------- _ N
TMP6RARY SILT DITCH/BERM
CONTRACTOR TO FILLDNCE
ON SITE STORMWKI` R SYSTEM IS STABILIZED
__A4If\:-LE Nf,I 6INAL SLOPE OF 1-2°%'
MIN. 1' DEPTH
MAX. 2:1 SIDE SLOPES,___---- __-- -_ -'
-
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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.
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.
WETLAND/STREAM NOTE:
(1) WETLANDS ARE 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.
i
—py
o M PROP. 18'X100' `
OVERHEAD,\ELECTRIC LINEa T
A� �1% \\ \ \ \ j CONSTRUCTIO j
-ERTRANCE \ °
PROP 48 18'
]EROSION AND SEDIMENT
CONTROL ]CLAN NARRATIVE:
E:
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, LANDSCAPED AREAS, AND ROADWAY WIDENING ALONG
BONTERRA VILLAGE WAY.
THE DEVELOPMENT IS LOCATED ON AVACANT LOT WITH MAJORITY EXISTING PERVIOUS CONDITIONS INCLUDING
FIELDS AND WOODED AREAS. THEREFORE, THE SITE IS NOT EXEMPT FROM STORMWATER MANAGEMENT
PRACTICES AND WILL NEED TO OBTAIN APPROPRIATE PERMITS FROM THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY.
SILT FENCING AND SAFETY FENCING ARE PROPOSED AROUND THE PERIMETER OF THE PROPERTY TO PROTECT
LOCAL RESOURCES AND TO RETAIN SEDIMENT FROM EXITING THE SITE. FENCING IS TO BE REGULARLY INSPECTED
FOR DEFICIENCIES AND REQUIRED MAINTENANCE. THE ENTRANCE TO THE CONSTRUCTION SITE WILL INCLUDE
THE INSTALLATION OF A STABILIZED CONSTRUCTION ENTRANCES TO REMOVE DEBRIS FROM TRAFFIC ENTERING
AND LEAVING THE EXISTING SITE. OFFSITE BORROW SOIL MUST BE APPROVED BY GEOTECHNICAL ENGINEER.
(1) TEMPORARY SEDIMENT BASIN AND (3) TEMPORARY SEDIMENT TRAPS WILL BE UTILIZED DURING THE TWO
PHASES IN ORDER TO PREVENT UNNECESSARY OFFSITE SEDIMENTATION. DIVERSION DITCHES AND CHECK DAMS
ARE TO BE USED THROUGHOUT THE SITE TO DIVERT NATURAL FLOW PATTERS TO THE SKIMMER BASIN.
THERE IS FEDERAL/STATE NATURAL RESOURCES PRESENT ON THE SITE, E.G. (1) INTERMITTENT STREAM (AS
SHOWN IN PLANS). THERE ARE NO HIGHLY ERODIBLE SOILS. ON -SITE DRAINAGE WILL DISCHARGE INTO THE
FLOODPLAIN.
POTENTIAL TREE SAVE AREA
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PERMANENT 18" PIPE CULVERT
INV IN: 632.38'
INV OUT: 630.00'
(INSTALL PIPE CULVERT PRIOR TO
Ili CONSTRUCTION ENTRANCE INSTALLATION)
MAIN ENTRANCE
I
l i LATITUDE:35°04'58.8"N
1� LONGITUDE:-80°36'26.:
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1
THE POTENTIAL TREE SAVE AREA MARKED SHALL BE STAKED/FLAGGED IN THE FIELD
PRIOR TO CONSTRUCTION START, AT THE SAME TIME AS SILT FENCE INSTALLATION.
PRIOR TO CLEARING THIS AREA, A WALK SHALL OCCUR BETWEEN THE DEVELOPER, GC,
AND TOWN REPRESENTATIVE TO DETERMINE WHAT TREES MAY BE ABLE TO BE SAVED.
CLEARING IN THIS AREA SHALL NOT OCCUR UNTIL AFTER WALK HAS OCCURRED, THE
AGREED UPON TREES TO SAVE HAVE BEEN FLAGGED, AND THE APPROPRIATE TREE
SAVE FENCING INSTALLED. TREES THAT ARE SAVED IN THIS AREA ARE NOT PART OF
THE REQUIRED TREE RETENTION CANOPY. NO TREES SHALL BE REQUIRED TO BE
SAVED SHALL BE DISEASED, DEEMED TO BE A THREAT TO NEARBY FUTURE HOUSES,
OR REQUIRE UNREASONABLE CHANGES TO THE GRADING PLAN.
LEGEND
SITE FEATURES
BOUNDARY LINE
�LOD�
PROPOSED LIMITS OF DISTURBANCE
EXISTING CONTOUR ELEVATIONS
PROPOSED CONTOUR ELEVATIONS
EXISTING STORM DRAIN
PROPOSED STORM DRAIN
1.85z
EXISTING SLOPE ARROW
EROSION DETAILS
CE
CONSTRUCTION EXIT
®F
IM%Tt\ MIIT FENCE
RIP -RAP APRON
a
8ROCK
PIPE INLET PROTECTION
IP1
BLOCK AND GRAVEL INLET PROTECTION
IP2
SILT SACK INLET PROTECTION
CW
CEMENT AND CONCRETE WASHOUT
®
SP
TEMPORARY STOCKPILE
®
SP
PERMANENT TOPSOIL STOCKPILE
—�—
DC
EC
CODIVERSION CHANNEL WITH EROSION
NTROL FABRIC
T$
TEMPORARY SEEDING q2 STABILIZATION
(SEE NOTE THIS SHEET)
®
CD
ROCK CHECK DAM
OTEMPORARY
BAFFLE
FAIRCLOTH SKIMMER
SB
SEDIMENT BASIN
•ORANGE" SAFETY FENCE
BA
TRAFFIC BARRICADE
DRAINAGE AREA
7D
7 DAY STABILIZATION
y—u
TREE PROTECTION FENCE
Ill x—
POTENTIAL TREE PROTECTION
----SFSILT
FENCE
XX
HIGH HAZARD SILT FENCE
SOILS LEGEND
CID CHANNERY SILT LOAM
(1 TO 5% SLOPES)
GOLDSTON-BADIN COMPLEX
(2 TO 8% SLOPES)
SECREST-CID COMPLEX
(0 TO 3% SLOPES)
NOTES
• ALL DEMOLITION AND ONSITE HAULING TO BE AN APPROVED LOCATION.
• TOTAL ON -SITE DISTURBANCE AREA = 18.00 ACRES
• CONTRACTOR TO ENSURE ALL DRAINAGE ON -SITE TO DRAIN AWAY FROM ADJACENT PROPERTIES THROUGH
EXISTING AND PROPOSED DITCHES.
•
TEMPORARY ON SITE SKIMMER BASIN TO BE BUILT TO FINAL WET POND BASIN DESIGN DEPTHS. CONTRACTOR TO
EXCAVATE SKIMMER BASINS A MINIMUM OF 1' LOWER THAN FINAL BUILD OUT DEPTH TO ALLOW FOR SEDIMENT
CLEANOUT. (SEE PERMANENT POND DETAIL SHEET)
• WHERE SILT FENCE IS NOT PROVIDED, ORANGE MESH SAFETY FENCE IS TO BE PROVIDED TO DELINEATE SITE WORK
AREA.
• ANY STONE REQUIRED AT TOE OF SLOPES TO BE FIELD COORDINATED AND PROVIDE AS NEEDED.
• REFER TO PERMANENT DIVERSIONS (CLEAN WATER DITCH) SPECIFICATIONS IN SECTION 6.21 OF NCDEMLR EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (REV. 5/2013)
• CONTRACTOR TO REFER TO UNION COUNTY DEVELOPMENT ORDINANCE SECTION 70.030-C "BUFFER VEGETATION
AND USE" FOR PROPER RIPARIAN BUFFER PROTECTION DURING CONSTRUCTION.
• "STREAMSIDE ZONE" OF INTERMITTENT STREAM BUFFER ALLOWED/NOT ALLOWED USES:
CUTTING OR CLEARING NOT ALLOWED
PERPENDICULAR UTILITY CROSSINGS ALLOWED
NEW PARALLEL SANITARY SEWER LINES ARE ALLOWED AS LONG AS NO "PRACTICABLE ALTERNATIVE" EXISTS
AND MITIGATION IS PERFORMED FOR THE IMPACTS
FENCES PROVIDED INSTALLATION DOES NOT RESULT IN THE REMOVAL OF TREES WITH A 6" DIAMATER AT
BREAST HEIGHT OR LARGER
WETLAND/STREAM/BUFFER RESTORATION AND MITIGATION APPROVED BY STATE/FEDERAL AGENCIES
• "MANAGED USE ZONE" OF INTERMITTENT STREAM BUFFER ALLOWED/NOT ALLOWED USES:
ALL USES ALLOWED IN STREAMSIDE ZONE
OVERHEAD/UNDERGROUND UTILITIES
STORMWATER BMP
PER UNION COUNTY STORMWATER DEPARTMENT (6/29/18), GRADING AND FILLIING IS ALLOWED IN MANAGED
USE ZONE, WHEN ASSOCIATED WITH UNDERGROUND UTILITY CONSTRUCTION (APPROVED USE) AND SHEET
FLOW IS MAINTAINED THROUGH THE BUFFER AREA
SEQUENCE OF CONSTRUCTION - PHASE I
1. EROSION CONTROL PLAN IS APPROVED BY THE NCDEQ EROSION CONTROL PROGRAM.
2. PRIOR TO ANY CLEARING, INSTALLATION OF SEDIMENT CONTROL MEASURES, OR GRADING, A PRE -CONSTRUCTION MEETING MUST
BE CONDUCTED ON -SITE WITH THE SEDIMENTATION AND EROSION CONTROL INSPECTOR, TOWN OF WAXHAW ENGINEERING
DIVISION, AND TOWN OF WAXHAW PUBLIC SERVICES TO DISCUSS EROSION CONTROL MEASURES. (48 HOURS MINIMUM NOTICE)
3. CONTRACTOR MUST NOTIFY THE NCDEQ SEDIMENTATION AND EROSION CONTROL INSPECTOR 48 HOURS PRIOR TO THE START OF
EARTH DISTURBANCE.
4. THE LIMITS OF DISTURBANCE MUST BE FIELD MARKED PRIOR TO INSTALLATION OF SEDIMENT CONTROL MEASURES, DEMOLITION
OR OTHER LAND DISTURBING ACTIVITIES.
5. INSTALL SEDIMENT AND EROSION CONTROL MEASURES, INCLUDING SILT FENCE, TREE PROTECTION FENCE, (1) SKIMMER BASIN, (1)
SEDIMENT TRAP, DIVERSION DITCHES AND STABILIZED CONSTRUCTION ENTRANCE/EXIT. PRIOR TO BRINGING SKIMMER BASIN AND
SEDIMENT TRAPS ONLINE, CONTRACTOR TO INSTALL ASSOCIATED BMP OUTFLOW PIPES TO ENSURE PROPER DRAINAGE TO
EXISTING OFFSITE STORMWATER NETWORK. ALSO, AREAS MARKED ON PLANS INDICATING FILLING/CUTTING EXISTING SOIL TO
PROMOTE POSITIVE DRAINAGE TO DIVERSION DITCHES SHALL BE COMPLETE PRIOR TO BRINGING BASINS/TRAP ONLINE.
PERIMETER CONTROLS SHOULD BE CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL
SEDIMENTATION ON THIS SITE BY CONTRACTOR. PERIMETER CONTROLS ARE TO REMAIN FUNCTIONING FOR THE DURATION OF
THE PROJECT. THE MONITORING AND INSPECTING OF EROSION CONTROL MEASURES SHOULD FOLLOW THE GUIDELINES OF THE
NPDES PERMIT (GENERAL PERMIT NCG 010000).
6. CONTACT SEDIMENTATION AND EROSION CONTROL INSPECTOR UPON COMPLETION OF INSTALLATION OF ALL PERIMETER EROSION
AND SEDIMENT CONTROLS PRIOR TO PROCEEDING WITH ANY OTHER EARTH DISTURBANCE OR GRADING.
7. UPON APPROVAL FROM SEDIMENTATION AND EROSION CONTROL INSPECTOR, COMPLETE DEMOLITION OF ANY SITE FEATURES
(PAVEMENT, CURB, ETC.), CLEARING AND GRUBBING, AND STRIP SITE OF TOP SOIL.
ALL DEMOLISHED MATERIAL IS TO BE DISPOSED IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA REGULATIONS.
CONTRACTOR TO ENSURE ALL APPLICABLE DEMOLITION PERMITS HAVE BEEN ISSUED AND HAVE ORIGINALS OF THE SAME PRIOR
TO COMMENCING DEMOLITION ACTIVITIES.
8. CONTACT SEDIMENTATION AND EROSION CONTROL INSPECTOR UPON COMPLETION OF STRIPPING, THE STOCKPILING OF TOPSOIL,
THE CONSTRUCTION OF TEMPORARY SEDIMENT AND EROSION CONTROL FACILITIES, DISPOSAL OF ALL WASTE MATERIAL, AND
PREPARATION OF THE GROUND.
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REVISIONS
REV DATE COMMENT DRa1lvNev
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY:
RJ B/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE:
CAD I.D.: NCC1918000PO
PROJECT: j?
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
FOR
LIQUID
MANAGMENT,
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
\\\11CAR
111111///
SEAL
043610 °
No. /VG I NE�,� -qr
1AI l of /
SHEET TITLE:
EROSION &
aEDIMaENTATIOT�
CONTROL
PHASE I
SHEET NUMBER:
C-601
REVISION 0 - 10/28/2019
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC1918000PO.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:55 PM LAST SAVED BY: RMCDOWELL

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NOTES
` '�i` ��� 1 • ALL DEMOLITION AND ONSITE HAULING TO BE AN APPROVED LOCATION.
'i i i 1 • TOTAL ON -SITE DISTURBANCE AREA = 18.00 ACRES
'i' i • CONTRACTOR TO ENSURE ALL DRAINAGE ON -SITE TO DRAIN AWAY FROM ADJACENT PROPERTIES THROUGH
EXISTING AND PROPOSED DITCHES.
PROP. 4'PERFORATED RISER • TEMPORARY ON -SITE SKIMMER BASIN TO BE BUILT TO FINAL WET POND BASIN DESIGN DEPTHS. CONTRACTOR TO
ill WITH F TRASH RACK EXCAVATE SKIMMER BASINS A MINIMUM OF 1' LOWER THAN FINAL BUILD OUT DEPTH TO ALLOW FOR SEDIMENT
CREST ELEV. = 621.00' CLEANOUT. (SEE PERMANENT POND DETAIL SHEET)
i f PROP. FAIRCLOTH SKIMMER • REFER TO PERMANENT DIVERSIONS (CLEAN WATER DITCH) SPECIFICATIONS IN SECTION 6.21 OF NCDEMLR EROSION
INVERT: 618.50' AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (REV. 5/2013)
• CONTRACTOR TO REFER TO UNION COUNTY DEVELOPMENT ORDINANCE SECTION 70.030-C "BUFFER VEGETATION
AND USE" FOR PROPER RIPARIAN BUFFER PROTECTION DURING CONSTRUCTION.
PROP.40'X10' EMERGENCY / • SEE LANDSCAPE PLAN FOR PERMANENT SODDING AND MULCHING. ONCE AREA IS BROUGHT TO GRADE, AREA IS TO
SPILLWAY BE STABILIZED WITHIN 7 DAYS. FOR ANY UNSTABLIZED AREA THAT WILL NOT BE DISTURBED WITHIN 14 DAYS, AREA IS
I� CREST ELEV.=622.75' / TO BE SEEDED WITHIN 7 DAYS OF DISTURBANCE.
' i I CLASS I - 15" THICK RIPRAP /
/0 PERMANENT GROUNDCOVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE
THAN 90 CALENDAR DAYS (WHICHEVER IS SHORTER).
• SEE PERMANENT POND DETAIL SHEET FOR DETAILED POND NOTES.
BONTERRA SILL GE
` HOMEOWNERS AS OCIATION l • WHERE SILT FENCE IS NOT PROVIDED, ORANGE MESH SAFETY FENCE TO BE PROVIDED TO DELINEATE SITE WORK
COS 2 BONTERRA 19H. 1 MAP 6 AREA.
PARCEL 1D: OF021282
OB 5266, G 834 / • ANY STONE REQUIRED AT TOE OF SLOPES TO BE FIELD COORDINATED AND PROVIDED AS NEEDED.
o /
TOTAL IMPERVIOUS SURFACE COVERAGE AT BUILT OUT CONDITION (NOT TO INCLUDE STREETS TO BE ACCEPTED BY
NCDOT.). CALCULATIONS ARE AN APPROXIMATION OF TOTAL COVERAGES.
PERVIOUS COVER = 548,987SF
IMPERVIOUS COVER = 382,239SF (41 % OF TOTAL)
• "STREAMSIDE ZONE" OF INTERMITTENT STREAM BUFFER ALLOWED/NOT ALLOWED USES:
' • \_ -CUTTING OR CLEARING NOT ALLOWED
- a ��, / PERPENDICULAR UTILITY CROSSINGS ALLOWED
• � BONTE�'RA t/ILLAGE NEW PARALLEL SANITARY SEWER LINES ARE ALLOWED AS LONG AS NO "PRACTICABLE ALTERNATIVE" EXISTS
HOMEOWN RS ASSOCIATION AND MITIGATION IS PERFORMED FOR THE IMPACTS
C PH 1 MAP 5 / FENCES PROVIDED INSTALLATION DOES NOT RESULT IN THE REMOVAL OF TREES WITH A 6" DIAMATER AT
_ BREAST HEIGHT OR LARGER
OS BONT RRA
/• __ _ fry--------------- -- - ------ --'------ �'�� PA L lD.• 07021001D l B
° •--- - - - - - L 5266, PG 834 WETLAND/STREAM/BUFFER RESTORATION AND MITIGATION APPROVED BY STATE/FEDERAL AGENCIES
-_-- --- _ _ / "MANAGED USE ZONE" OF INTERMITTENT STREAM BUFFER ALLOWED/NOT ALLOWED USES:
---_
\ ,,_---- ------- ---\ -- / ALL USES ALLOWED IN STREAMSIDE ZONE
-----
` OVERHEAD/UNDERGROUND UTILITIES
STORMWATER BMP
PER UNION COUNTY STORMWATER DEPARTMENT (6/29/18), GRADING AND FILLIING IS ALLOWED IN MANAGED
/ _--- "?a4s• - = USE ZONE, WHEN ASSOCIATED WITH UNDERGROUND UTILITY CONSTRUCTION (APPROVED USE) AND SHEET
/ \ _ FLOW IS MAINTAINED THROUGH THE BUFFER AREA
i--------fi��
HIGH HAZARD SILT FENCEjig-
���� ! '\ !\` `\ g \\
------- ---- _ \� I WETL4 OS DD �,
APPROX.� 03 AC. -
6 i i _ 3 / -
--------------
" CONTRACTOR TO DEL. Y BUILDINQ,
CONSTRUCTION UNTIL SEDIMENT `� `♦\I `� � I i i o;�
Tf?AP IS FILLED
\ ------ - ` ` a♦
TEIVIFORARY S `\ ENT TRAP TO/BER _OH
\ 632 \ FILLED ONSITE STORMW4TF�
\\ >
-6�l SYSTEM IS FULLY STABILIZED 28
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SEQUENCE OF CONSTRUCTION e PHASE 11 SWPPP UPDATES AND AMENDMENTS
- 1. CONTACT SEDIMENTATION AND EROSION CONTROL INSPECTOR FOR APPROVAL TO PROCEED. 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,
2. TEMPORARILY STABILIZE GRADED AREAS (NON -STEEP SLOPES) AS REQUIRED. MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G., PAVING, STORM SEWER INSTALLATION, FOOTING INSTALLATION, ETC.), CLEARING, GRUBBING OR
GRADING, OR TEMPORARY OR PERMANENT STABILIZATION.
3. COMPLETE ROUGH GRADING. COMPLETE THE INSTALLATION OF STORMWATER SYSTEM, TEMPORARY SKIMMER BASIN, SITE UTILITIES, AND ALL PERMANENT SOIL SLOPES AS MARKED ON PLANS. CONTRACTOR TO PROVIDE
OVERLAND DRAINAGE TOWARD SEDIMENT BASIN UNTIL STORM PIPES COMPLETELY INSTALLED, THEN DIVERT TO INLETS. IMPORTANT:
THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI) TO THE CIVIL ENGINEERING CONSULTANT (CEC) AND OBTAIN WRITTEN CEC
4. CONTACT SEDIMENTATION AND EROSION CONTROL INSPECTOR UPON COMPLETION OF ROUGH GRADING, BUT PRIOR TO PLACING TOPSOIL, PERMANENT DRAINAGE, OR OTHER SITE DEVELOPMENT IMPROVEMENTS AND APPROVAL BEFORE DOING ANY OF THE FOLLOWING:
GROUND COVERS.
1. MODIFYING EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE TYPICALLY ONLY APPROVED IF SPECIFIED MATERIALS ARE NOT AVAILABLE OR
5. TEMPORARY SEDIMENT TRAP TO BE FILLED ONCE ONSITE STORMWATER SYSTEM IS STABILIZED. INSTALL CURB ALONG THE PERIMETER OF THE SITE TO AID IN THE PROTECTION OF THE EXISTING ADJACENT PROPERTIES THERE IS A VALID REASON THE SPECIFIED BMP WILL NOT WORK)
AND THE ADJACENT ROADWAYS. 2. ADDING/DELETING EROSION OR SEDIMENT CONTROL BMPS;
3. MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE; OR
4?
d
SEE INSET
0
6.
CONTACT SEDIMENTATION AND EROSION CONTROL INSPECTOR PRIOR TO CONVERSION OF BASINS. TEMPORARY BASINS ARE ALLOWED TO BE CONVERTED TO PERMANENT BASINS UPON 80% STABILIZATION OF THE
4. PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE SWPPP.
?
CORRESPONDING DRAINAGE AREA. ONCE INSPECTION APPROVAL IS RECEIVED, CONVERT SKIMMER BASIN TO STORMWATER PONDS.
-
THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS WITHOUT CEC APPROVAL IN AN EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE OR
7.
KEEP INLET PROTECTION BLOCKED WITH STONE UNTIL STORMWATER SYSTEM IS COMPLETELY INSTALLED.
PROTECT WATER QUALITY; HOWEVER, GC MUST NOTIFY THE CEC AS SOON AS PRACTICAL AS TO THEIR ACTIONS TO DISCUSS THE NEED FOR ADDITIONAL OR
KEEP ROAD WATER DIVERSIONS (WATERBAR, SAND BAG, EROSION EEL, ASPHALT BERM, ETC) UP UNTIL STORMWATER SYSTEM IS COMPLETELY INSTALLED AND SEDIMENT BASIN IS CONVERTED TO POST -CONSTRUCTION
SUPPLEMENTAL MEASURES AND TO OBTAIN THE REQUIRED APPROVALS. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE COMPLIANCE WITH THE
STORMWATER SCM.
PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY.
0
8.
FINE GRADE AND INITIATE FINAL PAVING. PERMANENTLY STABILIZE ANY REMAINING AREAS IN ACCORDANCE WITH THE PERMANENT SODDING SCHEDULE AND NOTES. INSTALL FINAL SITE LANDSCAPING.
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
'
9.
REQUEST FINAL APPROVAL FROM THE SEDIMENTATION AND EROSION CONTROL INSPECTOR PRIOR TO REMOVING ANY REMAINING SEDIMENT CONTROL MEASURES AND UPON COMPLETION OF FINAL GRADING, PERMANENT
ITS RESPONSE FROM CEC. ENGINEERED ITEMS MUST BE SIGNED AND STAMPED BY THE CEC OF RECORD FOR THE PROJECT.
DRAINAGE, AND EROSION CONTROL FACILITIES, INCLUDING ESTABLISHED GROUND COVERS AND PLANTING, AND ALL OTHER WORK OF THE BUILDING PERMITS.
STABILIZATION LEGEND
AREA TO BE SEEDED LAWN ('SAHARA' HYBRID
P$ BERMUDAGRASS OR APPROVED EQUIVALENT, 1-2 LBS/1,000
SF)
0o AREA TO BE SODDED LAWN (TIFWAY 419 HYBRID
BERMUDAGRASS OR APPROVED EQUIVALENT)
VEGETATED SHELF PLANTINGS (REFER TO WET DETENTION
BASIN HERBACEOUS SCHEDULE) NO MOWING AREA
ALL AREAS SHALL BE MEASURED AND VERIFIED BY CONTRACTOR PRIOR TO BID.
SOILS LEGEND
CID CHANNERY SILT LOAM
FCm—B
(1 TO 5% SLOPES)
GOLDSTON-BADIN COMPLEX
TSB
(2 TO 8% SLOPES)
SECREST-CID COMPLEX
(0 TO 3% SLOPES)
LEGEND
SITE FEATURES
BOUNDARY LINE
�LOD�
PROPOSED LIMITS OF DISTURBANCE
EXISTING CONTOUR ELEVATIONS
PROPOSED CONTOUR ELEVATIONS
EXISTING STORM DRAIN
®
PROPOSED STORM DRAIN
1.85z
EXISTING SLOPE ARROW
EROSION DETAILS
CE
CONSTRUCTION EXIT
®F
IM%TtB%&T FENCE
RIP —RAP APRON
a
RPI
ROCK PIPE INLET PROTECTION
IP1
BLOCK AND GRAVEL INLET PROTECTION
IP2
SILT SACK INLET PROTECTION
CW
CEMENT AND CONCRETE WASHOUT
®
SP
TEMPORARY STOCKPILE
®
SP
PERMANENT TOPSOIL STOCKPILE
—�—
DC
EC
DIVERSION CHANNEL WITH EROSION
CONTROL FABRIC
T$
TEMPORARY SEEDING Oft STABILIZATION
(SEE NOTE THIS SHEET)
®
CD
ROCK CHECK DAM
OTEMPORARY
BAFFLE
FAIRCLOTH SKIMMER
SIB
SEDIMENT BASIN
—X—
SqF
ORANGE" SAFETY FENCE
BA
TRAFFIC BARRICADE
DRAINAGE AREA
7D
7 DAY STABILIZATION
y—u
TREE PROTECTION FENCE
Ill x—
POTENTIAL TREE PROTECTION
----SF
SILT FENCE
XX
HIGH HAZARD SILT FENCE
I
TRACTOR TOENSURE
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STABILIZED
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REVISIONS
REV DATE I COMMENT DRa11vNBY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE:
CAD I.D.: NCC1918000PO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
LIQUID
MANAGMJENT,
L/L/C
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
SEAL
043610 °
o�NG I NE��',�
Alol I11\ ' \0 z8 19
SHEET TITLE:
EROSION &
EDIMENTATIO
CONTROL
PHASE 11
SHEET NUMBER
1
REVISION 0 - 10/28/2019
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION D0CUMENTS\NCC1918000P0.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:55 PM LAST SAVED BY: RMCDOWELL

MAINTAIN STOCK PILE SURFACE
IN ACCORDANCE WITH TEMPORARY
1\\JV IV V V\-/VVIVI IILL JIVL VI
STOCKPILE
X
O
N
TEMPORARY STOCKPILE
SOURCE BOX N.T.S.
BOHLER LAST REVISED:
DETAIL
DECEMBER 2014
SOURCE BOX
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1607.01
ISTING ASPHALT
EMBANKMENT SHOULD BE
MACHINE COMPACTED AND
STABILIZATION MATTING
PLACED ON SLOPES.
SKIMMER
1�
ARM
BASIN BOTTOM -
ELEVATION (BE) FLEXIBLE
HOSE
TEMP.STUE
TOP OF
EMBANKMENT
ELEVATION (ETE)
TOP OF
EMERGENCY
WEIR JEW)
Z2
�1
BARREL
OUTLET
(BOE)
BASIN
NO.
Z1
(FT)
Z2
(FT)
TOP E.
WEIR
El TEW
(FT)
EMBANKMENT
CLEAN
OUT
ELEV
COE
(FT)
BOTTOM
ELEV
BE
(FT)
TOP ELEV
ETE
(FT)
1
3
3
630.45
624.50
1 618.50
1617.50
SKIMMER
BASIN
NO.
DIA
Dr
(IN)
ORIFICE
DIA
(IN)
MAT'L
1
2.5
2.25
PVC
NOTES:
1. SEE AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR
SIDESLOPES.
2. INSTALL A MINIMUM OF 3 COIR FIVER BAFFLES IN ACCORDANCE WITH PRACTICE
STANDARD 6.65.
3. INSTALL SKIMMER AND COUPLING DIRECTLY INTO EMBANKMENT 1 FT. FROM BOTTOM OF
BASIN.
4. THE ARM PIPE SHALL HAVE A MINIMUM LENGTH OF 6 FT. BETWEEN THE SKIMMER AND
COUPLING.
MAINTENANCE NOTES:
1. SKIMMER SEDIMENT BASINS MUST BE INSPECTED AND MUST BE CLEANED WHEN THE ORIGINAL CAPACITY HAS
BEEN REDUCED BY 50 PERCENT OR LESS, AS REQUIRED BY THE GOVERNING AGENCY.
2. ALL MATERIAL EXCAVATED FROM BEHIND SEDIMENT BARRIERS OR FROM TRAPS SHALL BE INCORPORATED INTO
ON -SITE SOILS OR SPREAD OUT ON AN UPLAND PORTION OF THE SITE AND STABILIZED.
3. VERIFY THAT NO EROSION IS OCCURRING AT DISCHARGE POINTS TO AND FROM IMPOUNDMENTS AND VERIFY
THAT TRAP SIDE SLOPES ARE STABILIZED AND SHOW NO SIGNS OF EROSION.
SOURCE BOX
BOHLER
LAST REVISED: B SKIMMER BASIN
D S NI T
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PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
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TRUCKS.
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2.
LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
ALL
O_J
BY ALL CONSTRUCTION VEHICLES.
o CC �fn
CC
3.
MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
o
o
PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
r
0
4.
ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
T
CLEANED UP IMMEDIATELY.
5.
LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
6.
NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
W
BE DETERMINED BY THE ENGINEER.
V
7.
USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED
o
Z
BY THE ENGINEER.
1
8.
INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
LL
FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
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NOTE: PLACE FILTRATION GEOTEXTILE BENEATH STONE
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no
NOTE TO GC: THE GOAL OF A CONSTRUCTION EXIT AND ASSOCIATED WHEEL WASH AREAS IS
TO ELIMINATE TRACK OUT. SIMPLY MANAGING TRACK OUT THROUGH DESIGNATED OR
CONTINUAL STREET SWEEPING IS NOT AN ACCEPTABLE PRACTICE. WHILE STREET SWEEPING
IS AN ACCEPTABLE PRACTICE FOR REMOVING DUST AND MINIMAL AMOUNTS OF FINE SEDIMENT,
OBSERVABLE TRACK OUT FROM THE PROJECT SHOULD TRIGGER THE USE OF ADDITIONAL
MEASURES (WHEEL WASH), CONSIDERATION OF ALTERNATE EXITS, OR DISCONTINUING
VEHICLE TRAFFIC UNTIL CONDITIONS ON -SITE HAVE IMPROVED. TRACK OUT IS A SEDIMENT
RELEASE. ALL SEDIMENT RELEASES MUST BE REPORTED TO THE SWCT VIA THE ONLINE
CRITICAL INCIDENT REPORT.
WA OUT
AREA
SOURCE BOX
LAST REVISED' STANDARD
DETAIL
FEBRUARY 2017
SEE SITE MAP FOR LOCATION.
SLOPE TO DRAIN
­--eir
PLAN VIEW
CE CONSTRUCTION EXIT
LLAST REVISED. STANDARD N.T.S.
DETAIL
Ill
FEBRUARY 2017
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC191800SD0.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:55 PM LAST SAVED BY: RMCDOWELL
N.
Table 6.1 Da
Seeding mixture
Table 6.1 Do
Temporary Seeding
Species Rate (Iblacre)
Temporary Seeding
Recommendations for Late
Rye (grain) 120
Recommendations for Fall
Winter and Early Spring
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespedeza when duration of temporary cover is not to
extend beyond June.
Seeding dates
Mountains -Above 2500 feet: Feb. 15 - May 15
Below 2500 feet Feh. 1- May 1
Redmorrt-Jan. t - May 1
Coastal Plain -Dec. II -Apr. 15
Soil amendments
Follow recommendations of soil tests a apply 2,000 Iblacre ground
agricultural limestone and 75C Iblacre 10-10-10 fertilizer.
Mulch
Apply4,000Il ere straw. Anchorstraw bytacking with asphalt, netting,
ors mulch anchoring tool. Adisk with blades set nearly streigh9 can be
used as a mulch anchoring tool.
M
Seeding mixture
Species Rate (Iblacre)
Rye (grain} 120
Seeding dates
Moun tains-Aug. 15 - Dec. 15
Coastal Plain and Piedmont -Aug. 15 - Dec. 30
Sail amendments
Follow sell tests or apply 2,000 Iblacre ground agricultural limestone
and 1,0001blacre 10-10-10 fertilizer.
Mulch
Apply 41000Ill straw. Anchor straw, by tacking with asphalt, netting,
ar a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Repair and refertilize, damaged areas immediately. Topciress with 50
Wacre of nitrogen in March. If it is necessary to extent temporary
cover beyond June 15, overseed with 50 Iblacre Kobe (Piedmont and
Coastal Plain) or Korean (Mountains) lespeci in late February or
eady March.
i
SOURCE BOX TEMPORARY SEEDING SPECIFICATIONS
LAST REVISED: NCDEQ
STANDARD
MAY 2013 DETAIL
Drape baffle material overwire strand and
securewith plastic ties at posts and on wire every 12"
9GaugeMin.High ___1_jr T
Tension Wire Strand T MIN.`
Shall Be Secured
To Post To Support
Baffle Material PTRIPIPIP
Baffle Material'
*If the temporary sediment basin will be
converted to a permanent stormwater basin
of greater depth, the baffle height should be
based on the pool depth during use as a
temporary sediment basin.
Note: Install three (3) coir fiber baffles in basins
at drainage outlets with a spacing of 1 /4 the
basin Iength.Two (2) coir fiber baffles can be
installed in the basins less than 20 ft. in length
with a spacing of 1/3 the basin length.
Extend 9 gauge wireto basin side or install T-post to anchor
baffle to side of basin and secure to vertical post
4' Max.
Baffle Material
11 Gauge
Landscaping Staple
I I
l I 1 it
Steel Post
2'-T Depth
Baffle Material should be secured to the bottom
and sides of basin using 121andscape staples
\ )
Figure 6.65b Coir Fiber Baffle Detail
Cross section of a porous baffle in a sediment basin.
SOURCE C
LAST REVISED: TEMPORARY BAFFLE
EQ
DETAIL N.T.S.
MAY 2013
MAINTENANCE NOTES:
1. SILT SACK SHOULD BE INSPECTED
AFTER EVERY MAJOR RAIN EVENT. Silt Sack - Type B
2. IF NO MAJOR RAIN EVENTS, SILT
SACK SHOULD BE INSPECTED EVERY Silt Sack - Type A (Without Curb Opening)
2 WEEKS.
3. YELLOW RESTRAINT CORD SHOULD
BE VISIBLE AT ALL TIMES. IF CORD IS
COVERED WITH SEDIMENT, SILT
SACK SHOULD BE EMPTIED.
4AW Curb Opening
Optional Overflow
CIZE 36" X
S LT CAC C
SOURCE BOX
LAST REVISED: MANUFACTURER
DETAIL
FEBRUARY 2014
N.T.S.
Curb Deflector
Insert 1" Rebar For
/--Bag Removal From
Inlet (Rebar Not
Included)
ilt Sack
Dump Loops
(Rebar Not Included)
W
Expansion
Restraint
CXF
,� T1 -,--chi 0 �Ccc
riDrc, ', L_-1
i, E IF I` E -L,C
TENSAR - NORTH AMERICAN GREEN
SC150
LONGEVITY
24 MO.
MEDIUM FLOW CHANNELS
APPLICATIONS
2:1-1:1 SLOPES
DESIGN
PERMISSIBLE
UNVEGETATED
SHEAR STRESS
2.00(96)
Ibs/ft2 (Pa)
DESIGN
UNVEGETATED
PERMISSIBLE
8,00(2.44)
VELOCITY
ft/s (m/s)
HEAVYWEIGHT UV -STABILIZED
TOP NET
POLYPROPYLENE
2.9 Ibs/1000 ft2
(1.47 kg/100 m2)
APPROX WT
CENTER NET
N/A
FIBER MATRIX
STRAW/COCONUT MATRIX
70% STRAW
0.35 11
(0.19 kg/100 ml)
30% Coconut
0.15 11
(0.08 kg/ml)
BOTTOM NET
LIGHTWEIGHT PHOTODEGRADABLE
POLYPROPYLENE
1.50 11000 ft2
(0.73 kg/100 m2)
APPROX WT
THREAD
DEGRADABLE
jEROSION CONTROL FABRIC
N.T.S.
BOHLER LAST REVISED:
DETAIL
DECEMBER 2014
MAINTENANCE NOTES:
1. INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY
AND AFTER EACH MAJOR RAINFALL EVENT AND REPAIR
IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR
OTHER DEBRIS THAT COULD CLOG CHANNEL WHEN
NEEDED.
2. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE
CHECK DAM AND EROSION FROM HIGH FLOWS AROUND
EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY.
3. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS
NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION,
ALLOW CHANNEL TO DRAIN THROUGH CHECK DAM, AND
NOTES: PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER
1. CHECK DAM MAY BE USED IN SLOPING DITCHES OR THE DAM. ADD STONES AS NEEDED TO MAINTAIN DESIGN
CHANNELS TO SLOW VELOCITY OR TO CREATE HEIGHT AND CROSS SECTION.
SEDIMENT TRAPS.
2. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS
PLACES THE TOE OF THE UPSTREAM DAM AT THE SAME
ELEVATIONS AS THE DOWNSTREAM DAM. CLASS B EROSION
CONTROL STONE
L=THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION #57 WASHED STONE4ft�.
A B I~ 4' TO 6'
L
CROSS SECTION
-11- 9" MIN.
PROFILE VIEW
1.5' MIN.
FILTER CLOTH �r
PLAN VIEW
SOURCE BOX R O C K C H E�PER�MANE�N�T
BOHLER LAST REVISED:
DETAIL �'D TEMPORARY AND
DECEMBER 2014 N.T.S.
PVC VENT PIPE FOR DEWATERI%
CONTACT. J.W.FAIRCLOTH & SON TIME TO DEWATE DA
[phone] (PHONE/FAX) INLET END. ORIFICE INSIDE
PATENT # 5,8211751 SCREEN AND ACCESSIBLE
X THROUGH DOOR
WATER ENTRY UNIT
NOTE: SKIMMER MAY VARY "
SLIGHTLY FROM ILLUSTRATION PVC ELBOW (TYP.)
PVC END CAPS � /
- y FLOAT - "C"
ENCLOSURE
OUTLET END; ATTACHES TO A
SCHEDULE 40 PVC PIPE,
WHICH SHALL BE CONNECTED
TO TEMPORARY ORIFICE PLATE
IN OUTLET STRUCTURE
BARREL PIPE LONGER THAN SHOWN
NOT INCLUDED WITH SKIMMER,
SUPPLIED BY USER.
FLEXIBLE HOSE
PERSPECTIVE VIEW
PVC VENT PIPE (FOR DEWATERING)
SCHEDULE 40
PVC PIPE
WATER SURFACE ELEVATION n
ORIFICE PLATE
FLEXIBLE HOSE �VE PVC TEE
SCH 2"x4" PLYWOOD
GUIDE ROD (2 TYR) CLASS B STONE PAD
(4' X V X 1' MIN.)
BOTTOM SURFACE
FRONT VIEW
1MRS
1.) A• MU BE 45 OR OS MEN 11E 1ATER SLWACE S a DE MMM POOL affilkle -11E E EWN OF
TIE 2 CPS/ACRE oBcleataL
2) MDE POPE as SINS SHU BE Ill FROM WAI R WAD M 70P a BgN Eak MU ROPE MU BE
a sumo ff la sin t0 am slims spin FREE wetter RIM cuavi Our EIDAVeII, 70 HIP OF DE 2 CFS//C
DOMW BISAIDK
MAINTENANCE NOTES:
1. INSPECT SKIMMER BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT AND
REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE TO ORIGINAL DIMENSIONS WHEN SEDIMENT
ACCUMULATES TO HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO THE SIDE SO THAT
THE SEDIMENT UNDERNEATH CAN BE EXCAVATED. EXCAVATE SEDIMENT FROM THE ENTIRE BASIN, NOT
JUST AROUND SKIMMER OR FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE
BASIN DOES NOT HOLD DOWN -THE SKIMMER.
2. IF SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE
ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF
THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS.
ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF S0, REMOVE DEBRIS.
3. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE
OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND
REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
4. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD
BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
)URGE BOX
BOHLER LAST REVISED: FAI RC LOTH SKIMMER
DETAIL N.T.S.
DECEMBER 2014
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REVISIONS
REV DATE I COMMENT DaattvNev
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
1
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=60'
CAD I.D.: NCC19180OSDO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
LIQUID
MANAGMENT
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOHLER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
EROSION &
CONTROL
DETAILS
SHEET NUMBER:
C-603
REVISION 0 - 10/28/2019

Cross -Section 12" min. of NCDOT#5 �min
l__
or #57 washed stone-------------------------
�._
j -� -----1 5min
-------
7 l- 7
3600 cu ft/acre ��
rL r 5'
{ •,yr ­�) --A �/ �� A 1 'r 1 max
r /J�
R
1 15 filter
1 min
-
fabric --
Design settled 21' Overfill 6" for
top min. settlement
Plan View
1, * S Emergency by-
T
1
?tti, 4' . 2 y�o pF pass 6" below
----------- ------max ---------- y m1n. �c. settled to of
fill " ° �`�� dam p
2' to 3.5' "�•1,' `° a
Natural
3, Ground
filter
fabric min.
TEMPORARY SEDIMENT TRAP
NCDEQ LAST REVISED:
DETAIL
JUNE 2006
SILT FENCE FABRIC TO BE FASTENED
SECURELY TO WOVEN OR WELDED WIRE
FENCE WITH THREE TIES HORIZONTALLY
SPACED AT 30" ON CENTER (TYP.)
COMPACTED BACKFlLL
F�°w i Ilii A
SECURELY FASTEN OVERLAPPING ENDS OF SILT
FENCE FABRIC TO ADJACENT STAKES WITH
THREE WIRE TIES OR OTHER FASTENERS
WOVEN OR WELDED WIRE FENCE
WITH SILT FENCE FABRIC COVER
WOODEN SLAT TIED TO STAKE TIE BACKS (TYP.)
WITH TWO ADDITIONAL TIES AT
INSIDE CORNERS ONLY _
z
N
COMPACTED
FINISHED GRADE BACKFlLL
UNDISTURBED
GROUND
\
0
N
N.T.S.
�IIIII ��il!I
�II�Mllll��l;gl �
V
•
FINISHED GRADE
48" MIN. STEEL POSTS (60" MIN. ON
SLOPES 3H:1 V OR GREATER), DRIVEN
MIN. 20" INTO GROUND (MIN. 30" ON
SLOPES 3H:1V OR GREATER).
WOVEN OR WELDED WIRE FENCE
ADJUST POST SPACING SUCH THAT
A VERTICAL WIRE IS AT POST
USE SINGLE ROLL OF 6.5'
WIDE MAT IN TYPICAL DITCH
// " 30"
•.
r O
\
/
r
() -
16" -
\"• O A
B
O
6 C
11 1
\ \
� CRITICAL POINTS
\
A. OVERLAPS AND SEAMS
A
B. PROJECTED WATER LINE
C. CHANNEL BOTTOM/SIDE
C
\ \ SLOPE VERTICES
...... ...
Y
1. PREPARE SOIL BEFORE INSTALLNG BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE WHEN USING �-O-SEED DO NOT SEED PREPARED AREA CELL-O-SEED MUST BE INSTALLED
WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15=) DEEP % 6" (15cm) WIDE TRENCH WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH.
ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFlLL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD
REMAINING 12" (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH
OF THE BLANKET.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL
SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED
DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4"-6" (10cm-15cm) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10cm) APART AND 4" (10cm) ON CENTER TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" 30cm APART IN A 6" 15cm DEEP X 6" 15cm DE TRENCH. BACKFlLL AND
TRENCH
COMPACT THE AFTER STAPLING. / ( ) ( ) ( ) WI
6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2"-5" (5cm-12.5cm) AND STAPLED. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET EVEN WITH THE COLORED SEAM STITCH
ON THE BLANKET BEING OVERLAPPED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9m-12m) INTERVALS. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10-) APART AND 4" (113cm) ON CENTER OVER
ENTIRE WIDTH OF THE CHANNEL
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN A 6" (15cm) DEEP X 8" (15cm) HIDE TRENCH. BACKFlLL AND COMPACT THE TRENCH AFTER
STAPLING
MAINTENANCE NOTES:
1. INSPECT AT LEAST WEEKLY AND AFTER EACH MAJOR RAINFALL EVENT. REPAIR IMMEDIATELY.
2. GOOD CONTACT WITH GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH BLANKET.
3. ANY AREAS THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH GROUND SHALL BE REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND PROTECTED.
5. MONITOR AND REPAIR AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
EROSION CONTROL FABRIC
SOURCE BOX IN DITCHES
BOHLER LAST REVISED: C N
DETAIL .T.S.
DECEMBER 2014
POSTS: STEEL T OR U TYPE.
FENCE: WOVEN OR WELDED WIRE,
14 GA., 6"X6" MAX. MESH
OPENING
TI-TIE BACKS (TYP.)
z
6" X 6" TRENCH COMPACTED `li
BACKFlLL >
6" X 6" TRENCH
EXTEND WOVEN OR WELDED WIRE
A MIN. OF 6" INTO TRENCH
> EXTEND WOVEN OR
WELDED WIRE A MIN. OF
6" INTO TRENCH
UNDISTURBED
GROUND
EMBEDDED SILT FENCE FABRIC MIN. j/��I X //�j/\1
6" INTO GROUND W/ 6" LAID ALONG z
BOTTOM OF TRENCH. SOIL SLICING IN M
ACCORDANCE WITH ASTM D 6462 EMBEDDED SILT FENCE FABRIC MIN.
8.2.2 IS ALSO ACCEPTABLE. o j �j 6" INTO GROUND W/ 6" LAID ALONG
BOTTOM OF TRENCH. SOIL SLICING IN
ACCORDANCE WITH ASTM D 6462
8.2.2 IS ALSO ACCEPTABLE.
A -A -SECTION
(FOR SLOPES LESS THAN 3:1)
SILT FENCE
SILT FENCE
TYPE (WIRE
SECTION
DRAINAGE
AVERAGE
SECTION
BACK OR
LENGTH
AREA
SLOPE OF
PHASE
SLICED)
(FT)
(ACRES)
AREA
1(TYP.)
WIRE BACK
100
0.25
2%
1,2
A -A -SECTION
(FOR SLOPES 3:1 AND GREATER)
i
1
TIE BACK
SPECIFICATIONS FOR SILT FENCE INSTALLATION
STEEL POST
1.
MATERIALS AND INSTALLATION SHALL COMPLY WITH ASTM D 6462 LATEST
WIRE FENCE
EDITION.
2.
INSTALL SILT FENCE AT A FAIRLY LEVEL GRADE ALONG THE CONTOUR WITH
THE ENDS CURVED UPHILL TO PROVIDE SUFFICIENT UPSTREAM STORAGE
VOLUME FOR THE ANTICIPATED RUNOFF.
!
WOODEN SLAT
3.
ATTACH THE GEOTEXTILE OR FABRIC TO THE WOVEN OR WELDED WIRE
SILT FENCE FABRIC
FENCE WITH THREE WIRE TIES OR OTHER FASTENERS (HORIZONTALLY
i
SPACED EVERY 30"), ALL SPACED WITHIN THE TOP 8" OF THE FABRIC.
INSIDE CORNER - PLAN VIEW
ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH
EACH PUNCTURE AT LEAST 1" VERTICALLY APART. AT EACH POST, ATTACH
f
THE GEOTEXTILE OR FABRIC AND THE WOVEN OR WELDED WIRE FENCE TO
THE POST AS PREVIOUSLY STATED. IN ADDITION, EACH TIE PLACED ON A
!
POST SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN
TIGHTENED TO PREVENT SAGGING.
i
4.
WHEN TWO SECTIONS OF SILT FENCE FABRIC ADJOIN EACH OTHER, THEY
SHALL BE OVERLAPPED A MINIMUM OF 60" ACROSS TWO POSTS, AS
SHOWN.
5.
ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS THE STATIC
SLICING EQUIPMENT IS UTILIZED TO INSTALL THE FENCE PER DETAIL, "SILT
FENCE INSTALLATION (SLICING METHOD)".
i
6.
WRAP APPROXIMATELY 6" OF FABRIC AROUND THE END POSTS AND
SECURE WITH 3 TIES.
7.
COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH
THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING
AT LEAST 60 POUNDS PER SQ. INCH. COMPACT THE UPSTREAM SIDE FIRST.
TABLE 1 Temporary Silt Fence Material Property Requirements
COMPACT EACH SIDE TWICE FOR A TOTAL OF FOUR TRIPS.
Supported" Unsupported" Type of
Test Method Units Silt Fence Silt Fence Value
Grab Strength
ASTM D 4632
N (Ibs)
Machine Direction
400
550
MARV
(90)
(90)
X-Machine Direction
400
450
MARV
(90)
(90)
Permittivity6
ASTM D 4491
sec-1
0.05
0.05
MARV
Apparent Opening Sizee
ASTM D 4751
mm
0.60
0.60
Max. ARVc
(US Sieve #)
(30)
(30)
%
70% after
70% after
Typical
Ultraviolet Stability
ASTM D 4355
Retained
500 h of
500 h of
Strength
ex .sure
ex .sure
8. ADD POST CAPS AS NEEDED BASED ON SITE CONDITIONS AND APPLICABLE
AGENCY REQUIREMENTS.
MAINTENANCE NOTES
1. SILT FENCES SHALL BE INSPECTED ALONG ITS ENTIRETY AND MUST BE
CLEANED WHEN SEDIMENT HAS ACCUMULATED TO ONE-THIRD THE HEIGHT
OF THE SILT FENCE. MAINTENANCE CLEANOUT MUST BE CONDUCTED
REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING
ON -THIRD THE HEIGHT OF THE SILT FENCE.
2. ALL MATERIAL EXCAVATED FROM BEHIND SILT FENCE SHALL BE STOCKPILED
ON AN UPLAND PORTION OF THE SITE IF SUITABLE FOR REUSE.
3. SPECIAL ATTENTION SHOULD BE PAID TO ENSURE THAT NO UNDERMINING OF
SILT FENCE HAS OCCURRED AND THAT NO BYPASS IS OCCURRING AT JOINING
SECTIONS.
4. IF EXCESS SEDIMENT IS ACCUMULATING IN ANY SECTION OF SILT FENCE, THE
CONTRACTOR SHOULD IMPLEMENT ADDITIONAL UPSTREAM STABILIZATION
MEASURES OR ADDITIONAL BMPS (PENDING CEC APPROVAL) TO PREVENT
Silt fence support shall consist of 14 gage steel wire with a mesh spacing of 150 mm (6 in.) or prefabricated polymer mesh of equivalent EXCESSIVE BUILDUP ON SILT FENCE.
strength.
These default values are based on empirical evidence with a variety of sediments. For environmentally sensitive areas, a review of previous 5. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF
experience and/or site or regionally specific geotextile tests in accordance with Test Method D 5141 should be performed by the agency to DAMAGED.
confirm suitability of these requirements.
As measured in accordance with Test Method D 4632. SEDIMENTATION/SILT FENCE
s0 RC BOX
LAST REVISED: WITH WIRE BACKING
STANDARD SF N.T.S.
JUNE 2012 DETAIL
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC19180OSDO.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:55 PM LAST SAVED BY: RMCDOWELL
Q�
�o
12" MIN. FREEBOARD o=��
W� NOTE 2
3
DESIGN FLOW DEPTH 1
- -
\ N\\�\\,�\
NOTE 1
CHANNEL LINED TO PREVENT EROSION
(SEE TABLE IN THIS DETAIL)
TYPICAL TRAPEZOIDAL DIVERSION
12" MIN. FREEBOARD �W� NOTE 2
3
DESIGN FLOW DEPTHS 1
\-NOTE 1
CHANNEL LINED TO PREVENT EROSION
(SEE TABLE IN THIS DETAIL)
TYPICAL PARABOLIC DIVERSION
12" MIN. FREEBOARD �W� NOTE 2
3
DESIGN FLOW DEPTH 1
.............................................
...................................................
........................................................
NOTE 1
CHANNEL LINED TO PREVENT EROSION
(SEE TABLE IN THIS DETAIL)
NOTES: TYPICAL VEE-SHAPED DIVERSION
1. REMOVE ANY EXISTING VEGETATION AND SCARIFY OR BENCH ADJACENT SOILS PRIOR
TO PLACING BERM.
2. BERM MATERIALS MUST BE ADEQUATELY COMPACTED AND IMMEDIATELY STABILIZED.
3. DIVERSION CHANNELS/BERMS MUST BE IMMEDIATELY STABILIZED TO PREVENT EROSION
AND TRANSPORT OF SEDIMENT.
4. FOLLOW 02300 EARTHWORK SPECIFICATION.
DIVERSION CHANNELS AND BERMS
DIVERSION
NAME AND
SEGMENT
LENGTH
(FT.)
LONGITUDINAL
SLOPE
DESIGN FLOW
DEPTH (IN.)
SHAPE
(BOTTOM WIDTH,
IN.)
EROSION PROTECTION TYPE
(I.E., MATTING, BLANKET, ETC.)
DC1
1110'
1-2%
12"
TRIANGLE (-)
STRAW WITH NET MATTING
DC2
425'
1-2%
12"
TRIANGLE (-)
STRAW WITH NET MATTING
DC3
1 257'
1 1-2%
1 12"
TRIANGLE (-)
STRAW WITH NET MATTING
LAST REVISED:
JUNE 2012
D'�DIVERSION CHANNEL WIT
_C ROSION CONTROL FABRI
N.T.S.
SECTION
- W -
PLAN VIEW
<0% SLOPE>
GEOTEXTILE
SECTION Y-Y
D
-L <0%SLOPE>
L
SECTION Z-Z GEOTEXTILE
OUTLET
NO.
PIPE
DIA
Pd
(IN)
RIP RAP
APRON
SIZE
(d50)
THICK.
d
(IN)
LENGTH
L
(FT)
INITIAL
WIDTH
Wi
(FT)
TERMINAL
WIDTH
W
(FT)
Al
36
10
1 15
24
1 9
1 37
B1
18
4
6
6
4.5
1 11.5
C1
24
10
15
16
6
24.5
LAST REVISED:
MARCH 2O13
SOURCE BOX RIPRAP APRON
BOHLER N.T.S.
DETAIL
*SEE GRADING PLAN FOR OUTLET INFORMATION*
PLAN VIEW OF ROOT ZONE
I NO. I DATE I DESCRIPTION I
FOR PRUNING SEE
NATIONAL ARBORIST
ASSOCIATION SPECS.
DEAD TREES AND SCRUB OR
GROWTH SHALL BE CUT FLUS
ADJACENT GRADE. NO CRUBI
ALLOWED UNDER DRIP LINE.
2x4" STANDARDS + 1 x4" RAI
OR ORANGE SAFETY FENCING
MAY BE USED.
CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE
STRUCTURE ON ITS SIDE IN THE BOTTOM ROW TO
ALLOW POOL DRAINAGE. THE FOUNDATION
SHOULD BE EXCAVATED AT LEAST 2 INCHES
BELOW THE CREST OF THE STORM DRAIN. PLACE
THE BOTTOM ROW OF BLOCKS AGAINST THE EDGE
OF THE STORM DRAIN FOR LATERAL SUPPORT AND
TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
IF NEEDED, GIVE LATERAL SUPPORT TO
SUBSEQUENT ROWS BY PLACING 2 X 4 WOOD
STUDS THROUGH BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR
COMPARABLE WIRE MESH WITH 1/2-INCH
OPENINGS OVER ALL BLOCK OPENINGS TO HOLD
GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP OF
THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED
STONE IS RECOMMENDED.
4. KEEP THE DRAINAGE AREA NO GREATER THAN 1
ACRE.
5. SHALL BE ACCORDANCE WITH THE NCDEQ
"EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL" STANDARD # 6.52.
MAINTENANCE NOTES:
1. INSPECT BARRIER AT LEAST WEEKLY AND
AFTER EVERY MAJOR RAIN EVENT AND MAKE
REPAIRS AS NEEDED.
2. REMOVE SEDIMENT AS NECESSARY TO
PROVIDE ADEQUATE STORAGE.
3. WHEN CONTRIBUTING DRAINAGE AREA HAS
BEEN STABILIZED, REMOVE ALL MATERIALS
AND UNSTABLE SOIL. BRING DISTURBED AREA
TO PROPER GRADE. STABILIZE ALL BARE
AREAS AROUND INLET.
SOURCE BOX
BOHLER LAST REVISED:
DETAIL
DECEMBER 2014
i'40"Ap"Al
Air
NOTES: TYPE III BARRICADE - FRONT VIEW
1. THE 9" MIN. x 48", OR 12" MAX. x 48" BARRICADE RAILS SHALL BE FABRICATED FROM 0.125" MAX. PLASTIC SHEETING AND SHALL BE ATTACHED,
4 PER RAIL. WITH 1 INCH NO. 14 PAN HEAD METAL SCREWS OR PLASTIC RIVETS. ALL CORNERS SHALL BE ROUNDED.
2 ORANGE AND SILVER (WHITE) STRIPES SHALL BE RETROREFLECTIVE SHEETING, ASTM D 4956 TYPE III, AS SHOWN FOR CONSTRUCTION SIGNS
ALTERNATE ORANGE AND SILVER (WHITE) STRIPES 6" WIDE SLOPING DOWNWARD AT AN ANGLE OF 45 DEGREES IN THE DIRECTION TRAFFIC IS TO
PASS.
3. IF NECESSARY, THE SANDBAGS SHALL BE FABRICATED AND PLACED ACCORDING TO THE MANUFACTURE'S RECOMMENDATION.
4. THE FRAMING FOR BARRICADE PANELS SHALL BE NCHRP-35D CRASHED TESTED AND FHWA APPROVED. SEE SPECIFICATION SUBSECTION 617.03.
TRARRIC BARRICADES
Q
N.T.S.
)URCE BOX
BOHLER LAST REVISED
DETAIL JUNE 2014
NOTES:
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
12. BEFORE ANY EXCAVATION TAKES PLACE ON THE SUBJECT SITE, A BARRIER MUST BE
ERECTED AROUND THE DRIP LINE OF ALL SUCH TREES SUFFICIENT TO PUT ON NOTICE
ALL CONSTRUCTION PERSONELL THAT ANY DISTURBANCE OF THE AREA WITHIN THE
DRIPLINE OF SUCH TREES IS PROHIBITED. REQUIRED TREE BARRIERS MUST BE SHOWN
TREE PROTECTION DETAIL
DEWATERING
K
BARK
AT AREAS
tOTECTED
TRIER,
APPROVED DATE e%vtr/r
CONCRETE BLOCK
m1=31=3m1
0
®O
TEMPORARY SEDIMENT POOL
V MIN.
Z MAX.
�� III-1•I•� PY�II
SEDIMENT
2:1 SLOPE, GRAVEL FILTER
WIRE SCREEN
Sri
BLOCK AND AGGREGATE INLET PROTECTION
N.T.S.
Q
0
z
w
w w U
z �r w
Zz D z U U
LU H- (5 w >
U-1 0 2 U O_
zU -
�C�~w�(w
�LU<T
_J>z0LUW0
_J
D a� Q a� m
U Q
QZ
Q
Z U W z- H
O~�
0 Q Q
U Z U ~ 0
zJOoDLU
Q � z U w Q
> J
U
w
W
REVISIONS
REV DATE I COMMENT DRaIIvNHv
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=60'
CAD 1. D.: NCC191800SD0
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOHLER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
[e-mail]
SEAL o =
043610 '
° °
-11j11O12811
.00
SHEET TITLE:
EROSION &
EDIMENTATI®
CONTROL
DETAILS
SHEET NUMBER
1
REVISION 0 - 10/28/2019

DFMLR Monitoring 11orni Rev. 08012013
INSPECTION AND MONITORING RECORDS FO
AND SELF4NSPECTION RECORD
Page
ACTIVITIES UNDER TO R M AT E R GENERAL PERMIT
DISTURBING ACTIVITIES
11 3A4.'1
NGG010000
Project Name
Land Quality or Local
Program Project #
Financially Responsibly
Party, (FRP) I Permittee—
INSPECTOR
arse
rnpoyo r
Ins p-atorType (Mark)
F-RP/Permittee
Pl-one NLI.mt)-er
Lma;l Address
AgentMesignee
PART 1 A : Rainfall Data
Day I Date
Rain Amt (incfies�
Daily Rainfall Re q u I red, except fo-r
Holidays or Weekends, If no rain,
i n d 1 cafe with a `Ize rosy
M
T
W
Th
F
Sat (Optional)
Sure (Optional)
PART 1G.- Sionature of Iris motor
PART 113: Current Phase of P ro i r* ct
Phase of Grading
check the applicable box(as)
Instalati mn of perimeter erosion and sediment control measures
Clearing and grubbing of existing ground cover
Cora p Ieti a n of a n y ph a s p of g rad ing of slopes a r fills
Ire-stalla t i o r) of s o rm d r a Ln-age facilities
Completion of all land -disturbing activity. construction or de veIQ D m en 4
Peffn a rie n t ground cover sufficient to restrain erosion has been a st a b1 i s h e,
thEs signature, 1 certi in accordance with
the N 010000
permit &
G.S. �11 M4 .1 that this report Is accUrate -arid compIete to the best ot my kno 1c-dge.
IFinzincially Responsi ble Pa rty / Perrnifee or Agent / Designee
Late
GROUND
STABILIZATION
TIM E F R A M S
Site Area Description
Stabilization
Timefrarne Exceptions
Perimeter dikes, s ales and slopes
7 Da !s
None
High Quality Water
HQ Zones
7 Da :s
Norse
Io e!s Steeper than :1
7 Dia!s
If !slopes
are 10' or Ie!sin length and are not steeper t-harp :1, 14 day-5 are allowed
Slopes 3:1 or flatter
14 Days
7 days
for slopes
renter than 50' in length
All
other
a-reas with
slopes
flatter
than 4:1
14
Days
Nonce
except for perimeters
and
HQW Zones
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REVISIONS
REV DATE COMMENT DRAWN BY
CHECKED BY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
15.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=60'
CAD I.D.: NCC19180OSDO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
FOR
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
com
tAL o
0S43610 0
o�NG I N�e'
SHEET TITLE:
EROSION &
EDIMENTATIO
CONTROL
DETAILS
SHEET NUMBER:
■
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC19180OSDO.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:55 PM LAST SAVED BY: RMCDOWELL
C�r11�
REVISION 0 - 10/28/2019

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Page 2 of -
DART 2A: EROSION AND SEDIMENTATION CONTROL MEASURES: Measures must be inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN
4 FLOURS OF A RAINFALL{ EVENT GREATER THAN 0.5 INCH REIN 24 HOUR PERIOD.
Erosion a n d Sedimentation Control Measures Inspected
inspection
Date
Describe Act-lons. Needed
Corrective actions should be peiformed as soon
Date
Measure ID or
Location and
D err #i� r G
Opera 1`ng
r�rr����srl��
t ' N)
Any Repair
��
Maintenance
Needed?
(iN
New Measures Installed k
as Possible
and before the�ext sta� event
E)imans�ons
Dimensions
mfin n f
De vialra�� from
Plan?
*New erosion and
sedimentation c ooptrnl measures installed since the
Iasi Inspection
should be documented here or by initialing and dating each measwe or
practice shown
on
a copy Of
the approved
erosion and
sedimentation
control
plan.
List Dimensions of
Measures
such
as Sediment
Basins and
Rip -rap Aprons
PART 213: STORMWATE R DISCHARGE OUTI" ALLS ( DOs): SDOs rust be inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN
24 HOURS OF A RAINFALL EVENT GREATER THAN 0.5 INCH PER 24 FLOUR PERIOD.
tormwater Discharge
Outfalls Inspected
Inspection
Report Visible e d i rn e n tit i o rr to streams or wetlands to
Date
d
Any Visible
An I PC rease
Any
tars- water
Sedimentation
in Stream
Visible
Any visible oil
Date
Land Quality i t h i n 24 Hours
orrecte
Discharge
Outin
l
tre a rn & ,
Tn rb fdj ty
Eros !on
s h �e n , floating or
http Alpo rta I.ncden r.o rgf a blirl I ivi s to nmc onta cts
11)
Wetlands or
from
below
or
Location
Outside Site
Discharge?
D O?
d liscoloratio n? (YIN)
Corrective achons should be performed as soon as p o s s i b 1e�, a n d
before the next storm event
Limits? (YIN)
(WN)
!
PART 2 : GROUND STABILIZATION Must be recorded after each Phase of Grad i n q
Areas Where Land Disturbance Has Been
Completed or Temporarily Stopped
Time Limit for
Ground Dover
7 days or 14
d E;
Is Ground Cover
Sufficient to
Restrain Erosion?
YID
I n s p ect i o i i
Date
Describe Actions Needed
Date
Corrected
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REVISIONS I
REV DATE COMMENT DRAWN BY
CHECKED BY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
1
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=60'
CAD I.D.: NCC19180OSDO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
FOR
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
IS
StAL o
043610 0
o
I NE�e'
SHEET TITLE:
EROSION &
EDIMENTATIO
CONTROL
DETAILS
SHEET NUMBER:
C-606
■
H:\2019\NCC1918000RAWINGS\PLAN SETS\CONSTRUCTION D0CUMENTS\NCC191800SD0.DWG PRINTED BY: RMCDOWELL 10.28.19 @ 7:55 PM LAST SAVED BY: RMCDOWELL
REVISION 0 - 10/28/2019

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SEE SHEET L-2
LANDSCAPE PE SCHEDULE
SYM.
KEY
QTY.
BOTANICAL NAME
I COMMON NAME
CAL.
CONT.
SIZE
Remarks
GENERAL TREE PLANTINGS
0
ILOP
9
ILEX OPACA
AMERICAN HOLLY
2" CAL
B+B
8' HT
FULL
ULPA
7
ULMUS PARVIFOLIA'ALLEE'
'ALLEE' LACEBARK ELM
2.5" CAL
B+B
12-14' HT
FULL
ACSA
9
ACER SACCHARUM
GREEN MOUNTAIN SUGAR MAPLE
2.5" CAL.
B&B
12-14' HT.
FULL
STREET TREES
NYSY
115
NYSSA SYLVATICA
TUPELO "BLACK GUM"
2.5" CAL
B+B
12-14' HT
FULL, CENTRAL LEADER
BUFFER/SCREEN TREES
PITA
21
PINUS TAEDA
LOBLOLLY PINE
2" CAL.
B&B
8' HT
FULL
®
ILNS
38
ILEXX'NELLIE R. STEVENS'
NELLIE STEVENS HOLLY
2" CAL.
B&B
8' HT
FULL
LEGEND
TREE PROTECTION
FENCING
LIMITS OF
DISTURBANCE
LOD LOD
TREE
PRESERVATION
AREA (WITH ROW
AND EASEMENTS
REMOVED)
PLANTING NOTES.
ALL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE "ANSI A300 STANDARD
FOR TREE, SHRUB, AND OTHER WOODY PLANT MANAGEMENT -STANDARD PRACTICES" PARTS 2, 5,
AND 6
ALL LANDSCAPED AREAS ARE TO RECEIVE A MINIMUM OF 4" OF TOPSOIL.
ALL MULCHED PLANTING BEDS ADJACENT TO BUILDING SHALL BE SEPARATED FROM FACE OF
BUILDING WITH A 3WIDE X 4" DEPTH PEA GRAVEL STRIP FOR FIRE SAFETY.
ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE.
ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN
THE PLANT LIST.
ALL TREES SHALL HAVE A STRAIGHT TRUNK, WITH ONE MAIN LEADER AND FULL HEAD AND MEET ALL
REQUIREMENTS SPECIFIED.
ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING,
AND AFTER INSTALLATION.
ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. GUYS SHALL BE REMOVED AT
THE END OF ONE YEAR.
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE
WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON
BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY THE LOCATIONS OF UTILITY LINES AND
ADJACENT TO THE WORK AREA 2) TO PROTECT OF ALL UTILITY LINES DURING THE CONSTRUCTION
PERIOD 3) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC.
WHICH OCCURS AS A RESULT OF THE CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE
PLANS BEFORE PRICING THE WORK.
CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN
DELIVERY AND PLANTING PER SPECIFICATIONS TO MAINTAIN HEALTHY PLANT CONDITIONS.
CONTRACTOR TO PROVIDE WATERING SERVICES FOR ALL INSTALLED LANDSCAPE MATERIAL (I.E.,
TREES, SHRUBS, LAWN AREAS, AND ANNUALS). WATERING SHALL BE PROVIDED THROUGH ONE FULL
GROWING SEASON AND UNTIL LANDSCAPE MATERIAL HAS REACHED SUBSTANTIAL ESTABLISHMENT.
THE MEANS AND METHODS FOR PROVIDING WATERING SERVICES SHALL BE AT THE SOLE
DISCRETION OF THE LANDSCAPE CONTRACTOR. BEST EFFORTS SHALL BE MADE BY THE
CONTRACTOR FOR WATERING SERVICES TO BE PROVIDED DURING OFF PEAK BUSINESS HOURS.
WITHIN REASON, VEHICULAR AND PEDESTRIAN AREAS SHALL NOT BE AFFECTED BY WATERING
SERVICES. LANDSCAPE CONTRACTOR TO PROVIDE, IN WRITING, A DESCRIPTION OF THE INTENDED
MEANS, METHODS, AND SEASONALNVEEKLY SCHEDULE OF PROVIDING WATERING SERVICES TO THE
SITE FOR CLIENT REVIEW AND APPROVAL.
ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO
SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH
MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST
SPECIFICATIONS.
STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE
SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT
MATERIAL.
WHERE SHOWN ON THE PLANS AND DETAILS, PLANTING BEDS ARE TO BE COMPLETELY COVERED
WITH A MINIMUM 4" DEPTH OF TRIPLE SHRED HARDWOOD MULCH FROM A LOCAL MULCH SOURCE
HARVESTED IN A SUSTAINABLE MANNER.
BIODEGRADABLE WEED MATTING (ALL -PRO WEED MAT OR APPROVED EQUAL) SHALL BE REQUIRED IN
SHRUB BEDS AT BUILDING FACADE.
ANY TREES, SHRUBS, AND PLANTS SHOWN ON THE LANDSCAPING SHEETS ARE TO BE PLANTED AS
PRESCRIBED BY THE LANDSCAPE SHEETS. ANY SUBSTITUTIONS WILL REQUIRE THE APPROVAL OF
UNION COUNTY PLANNING DEPARTMENT - URBAN FORESTRY BEFORE SUBSTITUTION.
THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING IN STAGES
FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING.
THIS PLAN DOES NOT PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP
PLAN.
ALL STEEP SLOPES LOCATED ON SITE SHALL BE PLANTED WITH EITHER SHRUBS, GROUNDCOVERS,
OR A NO -MOW MIX OF GRASSES, FOLLOWING FINAL STABILIZATION OF THE SITE. PLANT MATERIALS
USED SHALL BE LOW -MAINTENANCE (OR NO MAINTENANCE), AND PROVIDE COMPLETE COVERAGE OF
THE SLOPE TO MINIMIZE EROSION. AL PLANT MATERIAL SHALL BE MAINTAINED IN PERPETUITY.
ANY TREES, SHRUBS, AND PLANTS SHOW ON THE LANDSCAPING SHEETS ARE TO BE PLANTED AS
PRESCRIBED BY THE LANDSCAPE SHEETS. ANY SUBSTITUTIONS WILL REQUIRE THE APPROVAL OF
UNION COUNTY PLANNING DEPARTMENT - URBAN FORESTRY BEFORE SUBSTITUTION.
LANDSCAPE COMPLIANCE NCE CHART
UNION COUNTY, NC
REQUIREMENT
COMPLIANCE
STREET
1 SHADE/CANOPY TREE PER 50' O.C. ALONG
LOT FRONTAGE ALONG MAIN INTERNAL ROAD:
YARD
ALL FRONTAGES. CORNER LOTS SHALL HAVE 1
SHADE/CANOPY TREE FOR THE FIRST 100' OF
2255 (STREET LENGTH) - 600 (THREE
FRONTAGE, THEN 1 TREE PER 50' O.C.
INTERSECTION SETBACKS AT 200 FEET EACH)
X 2 SIDES OF ROAD) / 50' = 66 STREET TREES
SHALL BE LOCATED OUTSIDE OF PUBLIC
REQUIRED
STREET RIGHT-OF-WAY, AND NO FARTHER
THAN 15' FROM EDGE OF RIGHT-OF-WAY.
115 PROVIDED AT 50' O.C. ON AVERAGE
CORNER LOTS:
4 PROVIDED FOR FIRST 100 FEET OF THE
LONGEST FRONTAGE
BUFFER
NO PERIMETER BUFFERS REQUIRED PER
38'H:3'V PLANTED BERM PROVIDED AT
YARD
ADJACENT USES
NORTH-WEST SIDE OF SITE (TREES
PLANTED AT 10-12' O.C.).
TREE
ORNAMENTAL/UNDERSTORYTREES PLANTED
PROVIDED:
PRESERVATION
MUST HAVE A2" MINIMUM CALIPER SIZE AND
65 LINDERSTORY TREES WITH 2"
MINIMUM HEIGHT OF 4' AT TIME OF PLANTING
MINIMUM CALIPER AND MINIMUM 8'
HEIGHT
CONIFER/EVERGREEN TREES PLANTED MUST
HAVE A MINIMUM HEIGHT OF 6' AT TIME OF
PLANTING
CANOPY TREES PLANTED MUST HAVE A 2.5"
MINIMUM CALIPER SIZE AND MINIMUM HEIGHT
OF 8' AT TIME OF PLANTING
NO SHRUB PLANTINGS ARE REQUIRED
90
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REVISIONS 1
REV DATE COMMENT DRAWN BY
CHECKED BY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE:
CAD I.D.: NCC19180OLPO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
FOR
LIQUID
MA NAGMENT
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
com
CARD:
\p Off•••••• SC �'+► / ,''G
:Uj 2102
N
::;�0 ;
D NISiuN"`Q\\
SHEET TITLE:
LANDSCAPE
1
SHEET NUMBER:
C�T1�
' *SEE SHEET C-702 FOR WET POND(BMP) PLANTINGS AND SCHEDULE
m NOTE: ALL DISTURBED AREAS TO RECEIVE 12 LEIS PER 1,000 SF OF SEED. UNDISTURBED PROJECT AREAS TO RECEIVE OVERSEED RATE OF 8 LBS PER 1,000 SF. SEED TO BE MIX OF TALL FESCUE (MINIMUM 3 VARIETIES)
■
WELL PERFORMING AND HARDY TO THE REGION. CONTRACTOR TO SUBMIT SEED SPECIFICATION TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION.
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC19180OLPO.DWG PRINTED BY: RBRELAND 10.29.19 @ 10:18 AM LAST SAVED BY: RBRELAND
REVISION 0 - 10/28/2019

I
I X-J JLIJI .W J� ,A. Jam.-..� rJ 01 � M N
Al: ASCLEPIAS INCARNATA - SWAMP MILKWEED / 360 UNITS
CG: CHELONE GLABRA - WHITE TURTLEHEAD / 549 UNITS
LC - LOBELIA CARDINALIS - CARDINAL FLOWER / 678 UNITS
m
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H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION D0CUMENTS\NCC191800LP0.DWG PRINTED BY: RBRELAND 10.29.19 @ 10:18 AM LAST SAVED BY: RBRELAND

,
/
/
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PROP. 20' SAN. SEWER EASEMENT
I
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BONT RRA VILLAGE
MEOWN RS ASSOCIATION
COST 2 BON RRA PH. 2 MAP 3
I PARCEL 1D.• 07021682
I DB 5 66. PC 8.34
,
38 ILNS-
21 PITA
PLANTED
/
SONTERRA VILLACE
HOMEOWNERS ASSOCIATION
COS I BONTERRA PH. 2 MAP 3
PARCEL ID: 01021681
DB 5266, PC 834
/
BONIER A VILLAGE
HOMEOWNE S ASSOCIATION
COS 12 BONT RRA PH. 2 MAP 3
PA RCE 1D: 07021682
DB 266, PG 834
,
,
ROBERT W. & LINDA L. BRICMAN TRUSTEES
PARCEL ID: 07042010E
DB 1434, PC 251
SETBACK BASED ON PREVIOUS
RA-40 ZONING DISTRICT
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TREES REMOVED FROM
PRESERVATION AREA
TREE ID NO.
SPECIES
SIZE(DBH)
101
OAK
26"
102
OAK
15"
103
OAK
16"
104
OAK
17"
105
OAK
17"
106
OAK
12"
MITIGATION TREE
PLANTINGS
NO. OF TREES SPECIES SIZE(DBH)
65 PINE 2"
TREE MITIGATION
CALCULATIONS.
1. THE BELOW TREE PRESERVATION CALCULATIONS
ARE BASED UPON THE UNION COUNTY DEVELOPMENT
ORDINANCE SECTION 55.030 REQUIREMENTS:
1.1. TOTAL SETBACK AREA WITHIN SITE (BASED ON
PREVIOUS ZONING DESIGNATION OF RA-40) - EXISTING
& PROPOSED STREET R.O.W. -ALL ON -SITE UTILITY
EASEMENTS (SEE PLAN FOR AREA)
1.2. TOTAL DBH OF (12" OR GREATER) EXISTING TREES
REMOVED FROM SETBACK AREA THAT REQUIRE
MITIGATION = 103"
1.3. 103" (TOTAL DBH) X 1.25 = 129" (TOTAL DBH TO BE
MITIGATED) [SEE PLANS FOR PROPOSED TREE
PLANTINGS]
LEGEND
TREE PROTECTION
FENCING
LIMITS OF
DISTURBANCE
LOD LOD
TREE
PRESERVATION
AREA (WITH ROW
AND EASEMENTS
REMOVED)
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REVISIONS
REV DATE I COMMENT DRawNev
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE:
CAD I.D.: NCC19180OLPO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
14. NC@)3ohlerEng.com
CARD:
\p Off•••••• SC ••+► / ,''G
:Uj 2102
/ /�r�rgrDnnlSiuNG°\\°
SHEET TITLE:
MITIGATION
PLAN
SHEET NUMBER:
m
J ry
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC19180OLPO.DWG PRINTED BY: RBRELAND 10.29.19 @ 10:19 AM LAST SAVED BY: RBRELAND
90
REVISION 0 - 10/28/2019

LANDSCAPE SPECIFICATIONS
ATIONS
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 SIX INCH (6") THICK LAYER OF TOPSOIL, 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.
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 - THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED
BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED
DARK BROWN HARDWOOD BARK 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 1 Y4',
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 6-12". 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"t).
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. TOPSOILING
A. CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, 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 COMPACTED 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
BETULAVARIETIES POPULOUS VARIETIES
CARPINUS VARIETIES PRUNUS VARIETIES
CRATAEGUS VARIETIES PYRUS VARIETIES
KOELREUTERIA QUERCUS VARIETIES
LIQUIDAMBERSTYRACIFLUA TILIATOMENTOSA
LIRIODENDRONTULIPIFERA 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 Y2' 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 Y4' 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.
ONLY TREES WITH ONE MAIN LEADER
SHALL BE PURCHASED. DO NOT PRUNE
TREE AT PLANTING UNLESS DIRECTED
TO BY PROJECT LANDSCAPE
ARCHITECT
DO NOT STAKE OR FOLD BURLAP AWAY FROM TOP OF
WRAP TRUNK ROOT BALL
PREPARE WIDTH OF SET ROOT BALL FLUSH TO GRADE OR
PLANTING HOLE 6 FT SEVERAL INCHES HIGHER IN
OR TWICE THE WIDTH POORLY DRAINING SOILS.
OF THE ROOT BALL;
WHICHEVER IS 4" BUILT-UP EARTH SAUCER
GREATER 3" THICK LAYER OF DARK
BROWN DOUBLE SHREDDED
PREPARED SOIL FOR HARDWOOD MULCH
TREES 1 PART PEAT MOSS 1 BEFORE PLANTING ADD 3 TO 4"
PART COW MANURE 3 OF WELL -COMPOSTED LEAVES
PARTS TOPSOIL OR RECYCLED YARD WASTE TO
BED AND TILL INTO TOP 6" OF
I I -III -I I
-I I I=1 I I=_ I I=I I I=1 I I- PREPARED SOIL.
UNDISTURBE I— _— 4-6" DEEPER THAN ROOT BALL
SUBGRADE =I -III—III—III—III= —III—III-I I-� REMOVE THE TOP 1/3 OF THE WIRE BASKET
—III=III— I— IF PRESENT. ANY AND ALL TWINE SHALL BE
DIG WIDE, SHALLOW HOLE REMOVED FROM THE TREE BEFORE
WITH TAMPED SIDES BACKFILLING. BURLAP SHALL BE FOLDED
TAMP SOIL SOLIDLY AROUND BACK INTO PLANTING HOLE
BASE OF ROOT BALL
PAD IN BOTTOM OF HOLE
REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT.
JEV EIRGIR EJEN TIRXaEaE PLANTING
DETAIL
NOT TO SCALE
ONLY TREES WITH ONE MAIN LEADER
a a °
SHALL BE PURCHASED. DO NOT PRUNE
o° ° o
TREE AT PLANTING UNLESS DIRECTED
TO BY PROJECT LANDSCAPE ARCHITECT
DO NOT STAKEo °
OR WRAP TRUNK
°
FOLD BURLAP AWAY FROM
PREPARE WIDTH OF ° °o
o
TOP OF ROOT BALL
PLANTING HOLE 6 FT OR
TWICE THE WIDTH OF
SET ROOT BALL FLUSH TO GRADE
° ° °o
THE ROOT BALL; o °
OR SEVERAL INCHES HIGHER IN
WHICHEVER IS GREATER o
POORLY DRAINING SOILS.
4" BUILT-UP EARTH SAUCER
PREPARED SOIL FOR TREES
1 PART PEAT MOSS
3" THICK LAYER OF DARK BROWN DOUBLE
1 PART COW MANURE
SHREDDED HARDWOOD MULCH
3 PARTS TOPSOIL
BEFORE PLANTING ADD 3 TO 4"
OF WELL -COMPOSTED LEAVES OR
UNDISTURBE
RECYCLED YARD WASTE TO BED
SUBGRADE
AND TILL INTO TOP 6" OF
;III=III= I I=I I I=I I I-
PREPARED SOIL.
I
THAN ROOT BALL
=I —_ =III=I I — _____ —DEEPER
DIG WIDE, SHALLOW HOLE =III —III —III —III= —III—III=I I
REMOVE THE TOP 1/3 OF THE WIRE BASKET IF
-III
WITH TAMPED SIDES "—III=III— I—
PRESENT. ANY AND ALL TWINE SHALL BE
REMOVED FROM THE TREE BEFORE
TAMP SOIL SOLIDLY
BACKFILLING. BURLAP SHALL BE FOLDED BACK
AROUND BASE OF
INTO PLANTING HOLE
ROOT BALL
SET ROOT BALL ON FIRM
PAD IN BOTTOM OF HOLE
REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT.
DECIDUOUS TIRXJEJE PLANTING
DETAIL
NOT TO SCALE
PLANT SHALL
TRANSPLANTED AT THE S/
GRADE AS IT BORE IN -
NURSERY PLOT PRIOR
BALLING AND BURLAPPI
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
OF WELL -COMPOSTED LEAVE
AND RECYCLED YARD WASI
TO BED AND TILL INTO TOP
OF PREPARED SC
REMOVE THE TOP 1/3 OF TF
WIRE BASKET IF PRESENT. Al'
AND ALL TWINE SHALL I
REMOVED FROM THE SHRL
BEFORE BACKFILLING. BURL/
SHALL BE FOLDED BACK INTO
PLANTING HOLE
REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT
DECIDUOUS AND aEV EIRGIR EaEN
S H IRUBD PLANTING DETAIL
NOT TO SCALE
INCORPORATE 2" OF PEAT INTO 6" OF
PLANTING MIXTURE, AS SPECIFIED
3" THICK LAYER OF
DARK BROWN DOUBLE
SHREDDED HARDWOOD
MULCH
FINISHED GRADE
CONTAINER -GROWN
JBS, USE FINGER OR
_L HAND TOOLS TO PULL
ROOTS OUT OF THE OUTER
:R OF POTTING SOIL; THEN
OR PULL APART ANY
TS THAT CIRCLE THE
METER OF THE CONTAINER
TICK LAYER OF DARK
VVN DOUBLE
=DDED HARDWOOD
:�H
>HED GRADE
;E SHRUB ON
SOIL IN
FOM OF HOLE.
STURBED
3RADE
SURFACE ROUGHENED
TO BIND WITH NEW SOIL.
PLANT MATERIAL SPACED AS
SPECIFIED. SEE LANDSCAPE
SCHEDULE FOR PROPOSED SPACING.
MINIMUM 6" TOPSOIL f i XISTING SUBSOIL
:III=1 I I=1 I II II I I I I 1EE I d I I I I I —I I I
—111-111-- —111 111 1
TYPICAL PERENNIAL AND GROUND COVER PLANTING
D= PROPOSED ON CENTER
(O.C.) SPACING
SEE LANDSCAPE SCHEDULE
FOR FOR REQUIRED SPACING
TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT
P EIR EIS NIAL/CGIROCC ND COV EIRPLANTING DETAIL
NOT TO SCALE
NOTE: TREE STAKING TO BE REMOVED
AFTER 2 GROWING SEASONS
REINFORCED RUBBER HOSE
(1/2" DIA.)
12 GAUGE GALVANIZED WIRE GUYS TWISTED
2" DIA. HARDWOOD STAKES 2/3 TREE HT.
2 PER TREE
EXISTING GRADE
PREPARED SOIL FOR TREES
1 PART PEAT MOSS
1 PART COW MANURE
3 PARTS TOPSOIL
01Q611to] 7:3 Iemu] *0 L1Q9
00N
TAMP SOIL SOLIDLY AROUND
BASE OF ROOT BALL
NLY TREES WITH ONE MAIN LEADER
SHALL BE PURCHASED. DO NOT PRUNE
TREE AT PLANTING UNLESS DIRECTED
>° TO BY PROJECT LANDSCAPE ARCHITECT
SET ROOT BALL FLUSH TO GRADE
OR SEVERAL INCHES HIGHER IN
POORLY DRAINING SOILS.
_ =III=1
I I -I I I= 3" THICK LAYER OF DARK
=I BROWN DOUBLE SHREDDED
HARDWOOD MULCH
4" BUILT-UP EARTH SAUCER
BEFORE PLANTING ADD 3 TO 4" OF
=III= WELL -COMPOSTED LEAVES OR RECYCLED
—_ YARD WASTE TO BED AND TILL INTO TOP 6"
EI I OF PREPARED SOIL.
;I I REMOVE THE TOP 1/3 OF THE WIRE BASKET
IF PRESENT. ANY AND ALL TWINE SHALL BE
REMOVED FROM THE TREE BEFORE
BACKFILLING. BURLAP SHALL BE FOLDED
BACK INTO PLANTING HOLE
SET ROOT BALL ON FIRM
PAD IN BOTTOM OF HOLE
TIRXaEaE PLANTING ON SLOPE DETAIL
NOT TO SCALE
SEEDING SPECIFICATIONS_
ATIONS
1. MATERIAL:
1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT
THE SPECIFIED COMPOSITION:
1.1.1. 80% - TURF TYPE TALL FESCUE SEED
1.1.2. 10%- KENTUCKY BLUEGRASS SEED
1.1.3. 10% - ANNUAL RYE GRASS SEED
1.2. INSTALLATION RATES:
1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF
1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT
SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE
(46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED.
1.2.3. FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A
RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF)
1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5
GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS
PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND
INITIAL ESTABLISHMENT.
1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A
RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT
COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE
THROUGH THE STRAW LAYER.
2. EXECUTION AND PREPARATION:
2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS
AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO
AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF
AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED.
AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE
GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING
TO SOIL ANALYSIS.
2.2. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE
PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON -SELECTIVE
HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL
WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW
SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO
PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE
PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC
DEBRIS ARE PRESENT ON THE INSTALLATION AREAS.
2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED
OF ALL DEBRIS LARGER THAN 2" DIAMETER.
2.4. AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF
ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS
ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF
COMPACTION.
3. INSTALLATION:
3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS
AND RECOMMENDATIONS.
3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO
HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN.
HYDROSEEDING MAY ALSO BE PERFORMED WITH THE
ENGINEER/ARCHITECT'S APPROVAL.
3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING
DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED.
3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO
AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND
VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE
APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A
RATE OF 80LBS PER ACRE.
3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE
RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO
SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER
AT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET).
3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF
SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING
AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC
PRODUCT MANUFACTURER RECOMMENDATIONS.)
4. MAINTENANCE
4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS
IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF
SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE
VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER
APPLICATION RATES.
4.2. REPAIR ALL SEED WASHINGS AND EROSION.
OWNER MAINTENANCE RESPONSIBILITIES
UPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK, THE OWNER IS
FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALL
INSTALLED VEGETATION, PLANTS, TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS AND
FLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS AND
AREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT
LIMITED TO, THE FOLLOWING:
• TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TO
ASSURE THAT ANY BRANCHES MUST BE LIMBED UP TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL
PEDESTRIAN SURFACES) OR PRUNED BACKTO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH
OF TRAVEL.
• TREES WITHIN VEHICULAR SIGHT LINES, AS ILLUSTRATED ON THE LANDSCAPE PLAN, ARE TO BE
TRIMMED TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR AS
OTHERWISE INDICATED ON THE PLANS.
• VEGETATIVE GROUND COVER, SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED
SO THAT NO PORTION OF THE PLANT EXCEEDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVEL
SURFACES) ALONG AND WITHIN THE SIGHT LINES OF PARKING LOTS AND INGRESS -EGRESS WAYS.
• FALLEN PLANT FLOWERS, FRUIT, SEEDS AND DEBRIS DROPPINGS ARE TO BE REMOVED IMMEDIATELY
FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANY
OTHER HAZARDS.
THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS
REQUIRED TO PROVIDE.
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REVISIONS 1
REV DATE COMMENT DRAWN BY
CHECKED BY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=60'
CAD I. D.: NCC19180OSDO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
FOR
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
A,,w BENGINEERING L EAR
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
rSHEET TITLE:
LANDSCAPE
E
DETAILS
SHEET NUMBER:
C-703
m
ry
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION D0CUMENTS\NCC191800SD0.DWG PRINTED BY: RBRELAND 10.29.19 @ 10:19 AM LAST SAVED BY: RMCDOWELL
REVISION 0 - 10/28/2019

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EDGE OF PAVEMENT FOR SECTIONS WITHOUT CURB AND GUTTER ON
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RELOCATE OVERHEAD UTILITY POLES LOCATED WITHIN CLEAR ZONE.
PERMISSION FROM ADJACENT PROPERTY OWNER IS REQUIRED PRIOR
TO TREE REMOVAUPOLE RELOCATION FROM ADJACENT PROPERTY.
IF TREES ARE ONLY TRIMMED AND NOT FULLY REMOVED AN
EASEMENT WILL BE REQUIRED IN ORDER TO KEEP CLEAR ZONE
OBSTRUCTION FREE.
CONTRACTOR AND DEVELOPER TO COORDINATE THE LOCATION OF
THE RELOCATED POLE(S) WITH UNION POWER COOPERATIVE. POWER
POLES MUST BE RELOCATED TO MEET MINIMUM CLEAR RECOVERY.
CONTRACTOR TO COORDINATE IMPACTS TO EXISTING DRIVEWAYS
WITH OWNERS. DRIVEWAYS TO BE BROUGHT TO PROPOSED GRADE
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REV DATE I COMMENT DRawNev
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC19180ORDO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
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H:\2019\NCC191800\DRAWING7PLAN SETS\CONSTRUCTION D0CUMENTS\NCC191800RD0.DWG PRINTED BY: RBRELAND 10.29.19 @ 10:09 AM LAST SAVED BY: RBRELAND
REVISION 0 - 10/28/2019

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: ■ " - 111 II 10
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REVISIONS
REV DATE I COMMENT DRawNev
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC19180ORD0
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
SEAL o =
043610 °
�//11111111�
SHEET TITLE:
CONSTRUCTION
AND STRIPING
PLAN
SHEET NUMBER
- m
J ry
H:\2019\NCC191800\DRAWINGS\PLANSETS\CONSTRUCTION DOCUMENTS\NCC19180ORDO.DWG PRINTED BY: RBRELAND 10.29.19 @ 10:10 AM LAST SAVED BY: RBRELAND
REVISION 0 — 10/28/2019

HO
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NOW OR FORMERL Y o
10 `�� z DB 6434, PG 784
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NOTE.
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2. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD.
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NOT TO SCALE
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SEE SITE ROAD
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M.
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EDGE OF PAVEMENT FOR SECTIONS WITHOUT CURB AND GUTTER ON
BONTERRA VILLAGE WAY (POSTED SPEED LIMIT 45 MPH) (SEE CROSS
SECTIONS FOR EXACT WIDTH).
OWNER IS RESPONSIBLE TO REMOVE EXISTING TREES AND/OR
RELOCATE OVERHEAD UTILITY POLES LOCATED WITHIN CLEAR ZONE.
PERMISSION FROM ADJACENT PROPERTY OWNER IS REQUIRED PRIOR
TO TREE REMOVAUPOLE RELOCATION FROM ADJACENT PROPERTY.
IF TREES ARE ONLY TRIMMED AND NOT FULLY REMOVED AN
EASEMENT WILL BE REQUIRED IN ORDER TO KEEP CLEAR ZONE
OBSTRUCTION FREE.
CONTRACTOR AND DEVELOPER TO COORDINATE THE LOCATION OF
THE RELOCATED POLE(S) WITH UNION POWER COOPERATIVE. POWER
POLES MUST BE RELOCATED TO MEET MINIMUM CLEAR RECOVERY.
CONTRACTOR TO COORDINATE IMPACTS TO EXISTING DRIVEWAYS
WITH OWNERS. DRIVEWAYS TO BE BROUGHT TO PROPOSED GRADE
WITHIN PROPOSED GRADING LIMITS.
CONCRETE CURB &
GUTTER
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DEPRESSED CURB AND GUTTER
r------------------------1
GRADING LEGEND
------------ EXISTING GRADE
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REV DATE I COMMENT DRawNev
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law. '
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC19180ORD0
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
14. NC@)3ohlerEng.com
\\\\�111111,,,,/
t '
SEAL o =
043610 °
SHEET TITLE:
ROADWAY
IMPROVMENT
AND GRADING
PLAN
SHEET NUMBER
H:\2019\NCC191800\DRAWINGS\PLANSETS\CONSTRUCTION DOCUMENTS\NCC19180ORDO.DWG PRINTED BY: RBRELAND 10.29.19 @ 10:10 AM LAST SAVED BY: RBRELAND
REVISION 0 - 10/28/2019

I
0
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(VARIABLE WIDTH PUBLIC R/W% 0 070240IJ (SEE UTILITY PLANS FOR
APPROXIMATE LOCATION OF PA CONSTRUCTION SEQUENCING) VARIABLE WIDTH CLEAR ZONE AS CONSTRUCTION SEQUENCING)
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G 636.0+I- - - ' - - - - - - - - - - - - - rn G 639.5+/- w o G 639.2+/- N DITCH B i � G 639.05
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f-8" ASPHALT BASE COURSE (B25.OB OR C)
\-COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT
AND NCDOT SPECS)
NOTE.
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.
NCDOT PAVEMENT SECTION
NOT TO SCALE
POSTED SPEED: 45 MPH
DESIGN SPEED: 50 MPH
r;•�:ir:r.L1r�►1.>t:a�rrrr�:�►:�_�►i�.»y��►t►�i_��r��
WIDTH OF SHIFT, W = 11'
APPROACH TAPER, A (REQUIRED) = 550' (N/A)
DECELERATION LENGTH, D = 185'
TAPER LENGTH = 100'
STORAGE PROVIDED = 100'
Y•1�lr:I:L1�1►1.1r_�►1�ya��■.l�y[el►w_���1�
WIDTH OF SHIFT, W = 11'
APPROACH TAPER, A (REQUIRED) = 550' (511- PROVIDED)
ALL FIXED OBJECTS NOT CONSIDERED BREAKAWAY MUST BE
REMOVED FROM CLEAR RECOVERY ZONE - MEASURED FROM THE
EDGE OF PAVEMENT FOR SECTIONS WITHOUT CURB AND GUTTER ON
BONTERRA VILLAGE WAY (POSTED SPEED LIMIT 45 MPH) (SEE CROSS
SECTIONS FOR EXACT WIDTH).
OWNER IS RESPONSIBLE TO REMOVE EXISTING TREES AND/OR
RELOCATE OVERHEAD UTILITY POLES LOCATED WITHIN CLEAR ZONE.
PERMISSION FROM ADJACENT PROPERTY OWNER IS REQUIRED PRIOR
TO TREE REMOVAUPOLE RELOCATION FROM ADJACENT PROPERTY.
IF TREES ARE ONLY TRIMMED AND NOT FULLY REMOVED AN
EASEMENT WILL BE REQUIRED IN ORDER TO KEEP CLEAR ZONE
OBSTRUCTION FREE.
CONTRACTOR AND DEVELOPER TO COORDINATE THE LOCATION OF
THE RELOCATED POLE(S) WITH UNION POWER COOPERATIVE. POWER
POLES MUST BE RELOCATED TO MEET MINIMUM CLEAR RECOVERY.
CONTRACTOR TO COORDINATE IMPACTS TO EXISTING DRIVEWAYS
WITH OWNERS. DRIVEWAYS TO BE BROUGHT TO PROPOSED GRADE
WITHIN PROPOSED GRADING LIMITS.
CONCRETE CURB &
GUTTER
CURB AND GUTTER
SPILL CURB TRANSITION CURB
DEPRESSED CURB AND GUTTER
r------------------------1
GRADING LEGEND
------------ EXISTING GRADE
PROPOSED GRADE
FUTURE GRADE
PAVEMENT LEGEND
CONCRETE SIDEWALK
NCDOT PAVEMENT SECTION
NCDOT 1.5" PAVEMENT OVERLAY
® NCDOT 1.5" MILL AND OVERLAY
v
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REV DATE COMMENT oRa�wNeY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC19180ORD0
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
14. NC@)3ohlerEng.com
t '
SEAL o =
043610 °
19 �//1111111��
SHEET TITLE:
ROADWAY
IMPROVMENT
AND GRADING
PLAN
SHEET NUMBER
H:\2019\NCC191800\DRAWINGS\PLANSETS\CONSTRUCTION DOCUMENTS\NCC19180ORDO.DWG PRINTED BY: RBRELAND 10.29.19 @ 10:10 AM LAST SAVED BY: RBRELAND
REVISION 0 - 10/28/2019

650
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m I
OWNER IS RESPONSIBLE TO REMOVE EXISTING
1 TREES/OBSTRUCTIONS LOCATED WITHIN SIGHT LINE.
LOT: 60 LOT: 61 3675 SF / / PERMISSION FROM ADJACENT PROPERTY OWNER IS REQUIRED
LOT: 59 3162 SF 3150 SF PRIOR TO TREE/OBSTRUCTIONS REMOVAL FROM ADJACENT
LOT: 58 3286 SF PROPERTY. IF TREES ARE ONLY TRIMMED AND NOT FULLY
4161 SF REMOVED AN EASEMENT WILL BE REQUIRED IN ORDER TO
MAINTAIN CLEAR SIGHT DISTANCE.
OBJ
0 11 PROP. RADE "'
— — f- tT GRADE
M
EX. GRADE EX. GRADE
PROP. GRADE
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50
SIGHT DISTANCE PROFILE
SCALE: 1 "= 60 ' HORIZONTAL
V= 6' VERTICAL
650
640
IN
30 15 7.5 0 30
1 "= 30'
al
0
Z
W
W W U)
z_ �� W
U z 5 z W 2
Z W BCD W>
W 0 2 0— Ua�
Ur Z W W W5; W
Z�U~0a�(n
H W Q= W Z
> z 0 W W 0
u ��QQZQ
00QQQ~O
zJODUW()
Q 01�zi)oz
U
W
H
U
REVISIONS
REV DATE I COMMENT D.13Y
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
1
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC19180ORD0
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
14. NC@)3ohlerEng.com
SEAL o =
043610 '
A
SHEET TITLE:
SIGHT
DISTANCE
PROFILE
SHEET NUMBER
m
J ry
H:\2019\NCC191800\DRAWINGS\PLANSETS\CONSTRUCTION DOCUMENTS\NCC19180ORDO.DWG PRINTED BY: RBRELAND 10.29.19 @ 10:10 AM LAST SAVED BY: RBRELAND
REVISION 0 - 10/28/2019

Bo nterra Village Way 10+00
650
640
0
w
w
630
620 1
-50
650
640
z
0
w
630
-------------- -------------------
6.809 1 0.029
-40 -30 -20 -10 0 10 20 30 40
Bo nterra Village Way 10+50
20.5' EX. LANE 22.9' EX. LANE
---------------
V 50 -40 -30 -20 -10 0 10 20 30 40
650
640
Z
0
w
w
630
620
i
-50
-40
;m
J ry
Bo nterra Village Way 11+00
12.4' EX. LANE 4.6' STRIPED MEDIAN 16.9' EX. LANE
2.729
2.712'
-30 -20 -10 0 10 20 30 40
650
640
630
� 620
50
650
640
630
650
640
630
30 15 7.5 0 30
1 "= 30'
� o0
LTJ
�o
p Z W o�
it o
I�W r o
!/1 W W U)
p Z W of
NJ 0 z5ZUU om
Z LLJI-- Ur W�
W 020 Ua� o�
k-1 U' ?W WU>W w
Z>-C9~W a�U
W Q= 0 W Z w
J> Z U W U O LL
PIPU D�QQz<
zz
z U � W :2
F�J 0z�U� O ol��
Z J0 U U� U
'c
Q Z U) Z
Q Nw
> W J
U
W oW
W
U) zo
00
os
�o
oQ
REVISIONS
REV DATE I COMMENT oRawNev
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC19180ORDO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
14. NC@)3ohlerEng.com
SEAL o =
043610 -
o�NG IN
2j111111111� / /
SHEET TITLE:
BONTERRA
VILLAGE WAY
CROSS
SECTIONS
SHEET NUMBER:
IIDXD-2o5
H:\2019\NCC191800\DRAWINGS\PLANSETS\CONSTRUCTION DOCUMENTS\NCC19180ORDO.DWG PRINTED BY: RBRELAND 10.29.19 @ 10:10 AM LAST SAVED BY: RBRELAND
REVISION 0 - 10/28/2019

0
0
Z
0
640
630
620
610
-50
X
O
a
<w
30'
Bonterra Village Way 11+50
30'
X
O
a
<w
4' SHOULDER
11' PROP. LANE
6.9' STRIPED MEDIAN
14.8' EX. LANE
14' CLEAR ZONE
.4' WIDENING
11+50
11+50
11+50
ELEV 630.667
OFFSET= 17.94 (L)
11f50
ELEV= 630.739
OFFSET= 15.58
L)
ELEV= 631.212
OFFSET= 0. 00(%
ELEV= 631.5
OFFSET= 14.
76
9 (R)
8.
-------- ��
I
I
% 3.04%
1.5" MILL & OVERLAY
3.049
EX. 8" PVC
2 46%
WATER MAIN-11
I
I
APPROXIMATE
LOCATION
X. GAS LINE
APPROXI
TE LOCATION
I
I
I
I
640
630
620
610
-50
-40 -30 -20 -10 0
X
O
IL w 30'
Bonterra Village Way 12+00
10
30'
20
40
640
630
620
610
50
4' SHOULDER
11' PROP. LANE
6.7' STRIPED MEDIAN
14.4' EX. LANE
1T CLEAR ZONE
3.6' WIDENING
12+00
12+00
ELEV= 630..498
OFFSET= 17.66 (L)
ELEV
OFFSET
6JO569
= 14.02 (L)
12+00
ELEV= 630.85J
OFFSET= 0. 00(�
12+00
ELEV= 630.8
OFFSET= 14.
1
8 (R)
SITE
6.12%
2.03%
�
1.5" MILL
0.02.-
-
& OVERLAY
I
I
EX. 8" PVC WATER MAIN
I
APPROXIMATE LOCATION
EX. GAS LINF-A
APPROXIMATE LOCATION
EX. 16" DI FORCE MAIN
I
I
APPROXIMATE LOCATION
I
I
640
630
620
-40 -30 -20 -10 0
0
�CL �
w 30'
Banters Village Way 12+50
10
30'
0
��
IL
w
40
I
o0
�o
p Z W o�
LTJ
W >�
W W U
p Z W
NJ 0 Z5ZUU om
Z W Ur W >
W C92U UE o�
k-1 U' ZW WU>W w
Z~WEU
W Q= 0 W Z w
J> Z U W U O LL
PIP U ��QQZQ
zz
ZUc�WZ�HwLL
F�J OUZO ���
Z J0 U U� U
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Z Q Nw
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W 0W
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00
os
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REVISIONS
REV DATE I COMMENT oRawr BY
640
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
630
620
610
50
T SHOULDER
1 V PROP. LANE
7.3' STRIPED MEDIAN
14.1' EX. LANE
4.5' SHOULDER
11.V EX. DITCH
14' CLEAR ZONE
I 43 WIDENING I
1 1
1 12+5ELEV= 630
ELEV 629.759 OFFSET=18.3
OFFSET= 23.22 (L)
+5p
310 12+5
' (L) ELEV
OFFS
630.440
= 13.77 (L)
12+50
ELEV= 630.837
OFFSET= 0.00 (%
12+50
ELEV= 630.56
OFFSET= 14. 0, (R%
1
1
SITE
5.91
° 2.88%
9.577 -
_� ------
-"
1.5" MILL
& OVERLAY
EX. DITCH
EX.
8" PVC WATER MAlIV-11
APPROXIMATE LOCATION
EX. GAS LINE
APPROXIMATE LOCATION
EX. 16" D/ FORCE MAIN-Z
I
I
APPROXIMATE LOCA17ON
I
I
610
i
50
-40
;m
J ry
-30 -20 -10 0 10 20
i
40
640
630
620
610
50
30 15 7.5 0 30
1 "= 30'
Know what's below.
Call beforeyou dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC19180ORDO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
"
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
[E BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
SHEET TITLE:
BONTERRA
VILLAGE WAY
CROSS
SECTIONS
SHEET NUMBER
H:\2019\NCC191800\DRAWINGS\PLANSETS\CONSTRUCTION DOCUMENTS\NCC19180ORDO.DWG PRINTED BY: RBRELAND 10.29.19 @ 10:10 AM LAST SAVED BY: RBRELAND
REVISION 0 - 10/28/2019

Bonterra Village Way 13+00
650
640
630
620
-60
0
640
630
620
610
-50
X
O
a
<w
30'
30'
X
O
a
<w
4.8' PROP. DITCH 4' SHOULDER
1 V PROP. LANE
7.6' STRIPED MEDIAN
12.8' EX. LANE
14' CLEAR ZONE-00
I 6.2' WIDENING
13t00
13t00
ELEV= 629.968
OFFSET= 22.65' (L)
EL562
EV- 630.
ELEV= 630.670
13t00
13+00
1
ELEV=62
t00
OFFSET- 12.46(L)
OFFSET- 8.94 (L)
ELEV= 630.847
ELEV= 630.737
0 SET- 27.
.553
(L)
13+00
13t00
OFFSET= 8.10 (R�
OFFSET- 12.79 (RJ
SITE
ELEV= 630.288
ELEV= 630.460
OFFSET=18.65' (L)
OFFSET= 2.51(L)
0
8.00 /o
3.07%
_
J.
------ -
PROP. DITCH
1
I
EX. 8"
PVC WATER MAlIV-11
I
EX. 20" DI FORCE MAIN
APPROXIMATE
LOCATION
APPROXIMATE LOCATION
EX. GAS LINE
APPROXIMATE LOCATION
EX. 16" DI FORCE MAIN
I
I
APPROXIMATE LOCATION
I
I
-40 -30 -20 -10
X
O
C a Bonterra Village Way 13+50
w 30'
0
30'
10
Z
40
640
630
620
610
50
7.4' PROP. DITCH 4' SHOULDER
11' PROP. LANE
8.1' STRIPED MEDIAN
I VEX. LANE
1.9' SHOULDER 5.2' EX. DITCH
14' CLEAR ZONE
I 8' WIDENING
I
I
I
I
SITE
13*50
13+50
ELEV= 631.355
13+50
13t50
1
ELEV= 631.123
OFFSET= 11.08 (L)
ELEV= 631.676
ELEV= 631.171
1
1
OFFSET= 19.06' (L)
OFFSET- 0.00 ()
OFFSET= 11.00(R)
1
8.00%
2.90%
-----
---------------------
PROP. DITCH
1
1.5" MILL & OVERLAY
EX. DITCH
1
I
EX.
8" PVC WATER 4MIN
I
EX. 20" DI FORCE MAIN
APPROXIMATE
LOCATION
APPROXIMATE LOCATION
EX. GAS
LINE
APPROXIMATE LOCATION
EX. 16" D/ FORCE MAIN
APPROXIMATE LOCATION
650
640
0
w
w
630
-50 -40 -30
0
c ��
Lu
as ¢w
-20 -10 0
30' Bontem Village Way 14+00
10
30'
rf
c)vi
0
X�
¢w
40
I
o0
�o
p Z W o�
LTJ
W >�
W W U
p Z W
NJ U zDZUU om
Z W - W >
W C92U U6� o�
k-1 U' ZW WU>W w
ZHWEU
W Q= p W Z w
J>ZUWUO LL
w U D Q r z Q z
zz
ZU�WZH�wLL
F�J 0z�U� O �'�
Z J� U U U
'c
Q � p Z
Z Q Nw
> W J
U
W 0W
=o
00
os
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oQ
REVISIONS
REV DATE I COMMENT oRawr BY
650
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
640
630
620
60
7.4' PROP. DITCH 4' SHOULDER
1 V PROP. LANE
8.7' STRIPED MEDIAN
10.9' EX. LANE
5.3' SHOULDER 6A EX. DITCH
14' CLEAR ZONE
I 8.8' WIDENING
14t0
I
I
14t00 14t00
I
I
SITE
14+00
14+00
ELEV- 631.45
ELEV= 631.617
ELEV= 631.937
ELEV= 632.227 ELEV- 632.58J
14t00
OFFSET= 27.76 (L
OFFSET= 23.65' (L)
OFFSET= 19.65' (L)
OFFSET- 10.81(L% OFFSET= 0.00 (�
ELEV= 632.362
I
I
OFFSET= 10.93 (R)
1
I
L
3.29%
-----__
------------
----- - ------------
T
J. 2.029
__
------------
10.42�
---------------------
_---'
\M50X
EX. DITCH
PROP. DITCH
�15' MILL & OVERLAY
EX. 8" PVC
WATER MAIN
APPROXIMATE
LOCATION
EX. 20" DI FORCE MAIN
EX. GAS LINE
APPROXIMATE LOCATION
APPROXIMATE
LOCATION
EX. 16" DI FORCE MAIN
APPROXIMATE LOCATION
620
i
60
-50
40
-30
;m
J ry
-20
-10
0
10
T
W,
40
W,
650
640
630
620
60
30 15 7.5 0 30
1 "= 30'
Know what's below.
Call beforeyou dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC19180ORDO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
-
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
[E BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
[e-mail]
o°
t
SEAL
043610 °
o�NG NE��',�
2j111111111� / /
SHEET TITLE:
BONTERRA
VILLAGE WAY
CROSS
SECTIONS
SHEET NUMBER
H:\2019\NCC191800\DRAWINGS\PLANSETS\CONSTRUCTION DOCUMENTS\NCC19180ORDO.DWG PRINTED BY: RBRELAND 10.29.19 @ 10:10 AM LAST SAVED BY: RBRELAND
REVISION 0 - 10/28/2019

Bonterra Village Way 14+50
Z
0
Z
0
650
640
630
620
60
X
O
co O
w�
�� <w
30'
30'
6.7' PROP. DITCH 4' SHOULDER
1 V PROP. LANE
9.3' STRIPED MEDIAN
10.7' EX. LANE
10.9' EX. DITCH
14' CLEAR ZONE
93 WIDENING
I
I
I
I
SITE
14+50
ELEV= 632.624
14+50
14t50
14t50
OFFSET= 24.34' (L)
ELEV= 633.297
ELEV- 633.698
ELEV 633.429
14+50
OFFSET=10.81' (L)
OFFSET- 0. 00()
OFFSET- 10. 67(R)
ELEV= 632.944
OFFSET= 20.34' (L)
I
°
------- 8.00 /°
3.71%
3.71%
2.529
I
-------------
13' MILL & OVERLAY
EX. DITCH
PROP. DITCH
EX. 8" PVC
WATER MAIN
EX. 20 DI FORCE MAIN
APPROXIMATE
LOCATION
APPROXIMATE LOCATION
EX. CAS
LINE
APPROXIMATE LOCATION
EX. 16 DI FORCE MAIN
APPROXIMATE LOCATION
650
640
630
620
60
-50 -40 -30
X
O
w�
Ia ¢w
-20 -10 0
30' Boaters Village Way 15+00
10
30'
co
X
O
a
<w
40
650
640
630
620
60
7.4
PROP. DITCH 4' SHOULDER
11' PROP. LANE
10.1' STRIPED MEDIAN
10.6' EX. LANE
11' EX. DITCH
1T CLEAR ZONE
10.3' WIDENING
I
I
I
I
SITE
15t 00
15+00
15+00
ELEV= 634.280
ELEV= 633.608
ELEV= 633.928
OFFSET- 31.97 %
OFFSET= 25.0
' (L) OFFSET= 21.06' (L)
15t00
15t00
15t00
ELEV- 630.714.J44
ELEV= 634.775
1
OFFSET- 0.71(L%
OFFSET- 0.00 O
ELEV- 634.509
OFFSET- 10. 58(R)
I
02
4.02%
-----------------
I
----------------
2.519
EX. DITCH
1.5" MILL & OVERLAY
PROP. DITCH
0
EX. 20" D/ FORCE MAIN
EX. 8" PVC WATER
MAINI
I
APPROXIMATE LOCATION
APPROXIMATE
LOCATION
I
EX. CAS LINE
APPROXIMATE LOCATION
EX. 70 Dl
FORCE MAIN
APPROXIMATE
LOCATION
650
640
z
0
a
w
w
630
-50 -40 -30
0
c ��
LU
as <w
-20 -10 0
30' Bonterra Village Way 15+50
10
30'
0
��
a
<w
40
W,
I
o0
�o
p z
o�
W >�
W W U
p Z zUW
NJ 0 Z5U om
z w�Ow>
W 0 U a� o�
ZW WU>W w
Z>-C9~W13�U
W Q= p W Z w
J> Z U W U O LL
w U ZQ
zz
zU�WZH�wLL
1-4 OUZ�U� O 0��
Z J U U U
r�
Q p z
IU o
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U) z`o
00
os
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REVISIONS
REV DATE COMMENT D.ev
650
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
640
630
620
60
]7.' P OP. DITCH 4' SHOULDER
1 V PROP. LANE
11' STRIPED MEDIAN
10.9' EX. LANE
PROP. DRIVEWAY
14' CLEAR ZONE
8.8' WIDENING
I
I
15t50
I
I
SITE
ELEV 635.748
OFFSET- 0.00 (%
15t50
ELEV- 5.076
15+50
15+50
15t50 15t50
ELEV- 635.306 ELEV- 635.496
15+50
15+50
ELEV= 634.519
=
ELEV= 635.284
ELEV= 635.330
OFFSET- 3 .04 (L�
OFFSET= 25.96' (L)
OFFSET= 21.96' (L)
OFFSET- 10.67(L) OFFSET- 10.68(R)
OFFSET= 12.22' (R)
OFFSET= 20.68' (R)
-------I
-''�
- 75 --- -
-4.14%
---
4.149 1.04�
13.70% 0 54%
--
1
-----------------------
6%
-- _
1.5" MILL & OVERLAY
1.5" MILL & OVERLAY
PROP. DITCH
EX. 20' D/ FORCE MAIN
l
APPROXIMATE LOCATION
EX. 8' PVC WATER MAIN
APPROXIMATE LOCATION
EX. CAS LINE
I
APPROXIMATE LOCATION
EX. 16" DI FORCE MAIN
APPROXIMATE LOCATION
620
i
60
-50
-00
30
i
;m
J ry
-20
-10
0
10
20
cTi
40
61,
650
640
630
620
60
30 15 7.5 0 30
1 "= 30'
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC19180ORDO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
[E BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
\\�1111111,1,1/22/
o,00�
t '
SEAL o =
043610 0
o
o�NG INE°° &;�
'''/22j111111 ,00\\ 281 9
SHEET TITLE:
BONTERRA
VILLAGE WAY
CROSS
SECTIONS
SHEET NUMBER
110)
10�
N4 -
H:\2019\NCC191800\DRAWINGS\PLANSETS\CONSTRUCTION DOCUMENTS\NCC19180ORDO.DWG PRINTED BY: RBRELAND 10.29.19 @ 10:11 AM LAST SAVED BY: RBRELAND
REVISION 0 - 10/28/2019

Bonterra Village Way 16+00
Z
0
650
640
630
620
-60
X
O
LU
0a <w
30'
30'
X
O
O
<w
7.9' P C.P.
DITCH T SHOULDER
11' PROP. LANE
1V PROP. TURN LANE
10.4' EX. LANE
PROP. DRIVEWAY
14' CLEAR
ZONE
1 V WIDENING
I
I
16+00
SITE
1 +00
ELEV= 635.11
OFFSET= 26.1
' (L)
16+00
16+00
16+00
ELEV= 636.606
OFFSET- 0.00 ()
16+00
ELEV= 636.061
OFFSET- 10. 42(R)
ELEV- 63 .080
ELEV= 635.438
ELEV 636.026
OFFSET- 33. 7(L)
OFFSET= 22.17' (L)
OFFSET- 11.01(L)
- ---------I
------------ ---- ------
5.27%-----------------
----------_
-----
0.48%
-
------
__
5.279
°
--
8.00%
1.5" MILL & OVERLAY
1.5" MILL & OVERLAY
PROP. DITCH
EX. 20DI FORCE MAIN
APPROXIMATE LOCATION
EX. 8" PVC WATER MAIN
APPROXIMATE LOCATION
I
EX. GAS LINE
APPROXIMATE LOCATION
EX.
16" DI FORCE MAIN
APPROXIMATE LOCATION
650
640
630
620
-60
-50 -40 -30 -20 -10 0
x
O
coO
LU It_a a- w 31, Bonterra Village Way 16+50
10
30'
co
Z
40
650
640
630
620
60
::7.]9ROP.
DITCH T SHOULDER
11' PROP. LANE
11' PROP. TURN LANE
10.9' EX. LANE
8.6' EX. DITCH
14' CLEAR
ZONE
10.2' WIDENING
I
I
164-50
I
I
1
ELEV= 636.827
16+50
ELEV- 63 820
820
16+50
ELEV= 5
ELEV=
OFFSET- 11.83 (Lj
ELEV- 637.354
ELEV- 637.036
OFFSET- 33. (L) 0
-
ELEV= 636,045
FSET= 26.1T (L)
T= 22.
OFFSET= 22.17' (L)
OFFSET- 0.00 (�
OFFSET- 10.87(R)
-----------
4.46%-
-------
4.46%
2.92�
------ ---------
-------- ----
-
~ -'� -
16079, '- -�-
-----------------------------
----------------------
8.009
-_ --- -
--
I
I
1.5" MILL & OVERLAY
EX. DITCH
PROP. DITCH
EX. 20 D/ FORCE MAIN
APPROXIMATE LOCATION
EX. 8PVC WATER
MlIV-11
APPROXIMATE LOCATION
EX. GAS LINE-11
APPROXIMATE LOCATION
EX.
16" DI FORCE MAIN
APPROXIMATE
LOCATION
650
640
0
w
w
630
-50 -40 -30 -20 -10 0
0
C ��
LU
EL XBonterra Villa ge Way 17+00
a¢w 31'
10
30'
20
C
0
X�
IL w
40
ro
I
o0
LTJ
�o
p Z W o�
W >�
W W U
p Z W
NJ U ZDZUU om
z wH-Ow>
W
k-1 U' zW WU5; w
Z57-0 a�U
W Q = W Z w
J> Z U W U O LL
PIPu Q Q z Q z
zz
z Z U 2 W z �z
1-4 OUZa�U� O
Z J U U U
r�
Q Z U) Z
Q Nw
> W J
IU o
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U) =o
o
os
�o
oQ
REVISIONS
REV DATE I COMMENT oRawr BY
650
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
640
630
60 620
I9.8'PRC
P. DITCH
T SHOULDER
11' PROP. LANE
11' PROP. TURN LANE
10.9' EX. LANE
10.5' EX. DITCH
14' CLEAR
ZONE
9.2' WIDENING
1I
17+00
ELEV= 637.147
17+00
17827
OFFSET= 22.17' (L)
17f00
17f00
LEV-
7.745
OF
ELEV= 6367" (L)
SET- 26.17' (L)
17+00
ELEV- 638.047
ELEV= 637.723
OF ET- 3d.
76 (L)
ELEV= 637.526
OFFSET= 0.00 (�
OFFSET- 10.91(R)
OFFSET- 12.83 (L)
4.06%
---------------
-
- --------------&90°�----
-
4.069
2.97�'
I
-
--
----------------------------
EX. DITCH
PROP. DITCH
EX. 20" D/ FORCE MAIN
1.5"MILL &OVERLAY
APPROXIMATE LOCATION
EX. 8" PVC WATER MAIN
APPROXIMATE LOCATION
EX. GAS LINE
APPROXIMATE LOCATION
EX. 16"
Dl FORCE MAIN
APPROXIMATE
LOCATION
620
i
60
-50
-40
-30
;m
J ry
-20
10
0
10
P
W,
40
61,
650
640
630
620
60
30 15 7.5 0 30
1 "= 30'
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC19180ORDO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
[E BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
SHEET TITLE:
BONTERRA
VILLAGE WAY
CROSS
SECTIONS
SHEET NUMBER
110)
MI lffl�lffl�
H:\2019\NCC191800\DRAWINGS\PLANSETS\CONSTRUCTION DOCUMENTS\NCC19180ORDO.DWG PRINTED BY: RBRELAND 10.29.19 @ 10:11 AM LAST SAVED BY: RBRELAND
REVISION 0 - 10/28/2019

0
Z
0
650
640
630
620
-60
X
O
U) O
LU
as <w
31'
Bonterra Village Way 17+50
30'
.T STRIPED MEDIAN
8.4
PROP.
DITCH T SHOULDER
11' PROP. LANE
10.3' PROP. TURN LANE TAPER
10.1' EX. LANE
9.4' EX. DITCH
14' CLEAR
ZONE
8.2' WIDENING
I
I
1-
50 17t50
17t50
I
I
17+50
17+50 EL
= 638.111 ELEV= 638.710
ELEV= 638.375
17t50
LEV= 637.430
ELEV= 637.750 0
SET= 13.83 �L� OFFSET= 0.00 (�
OFFSET= 10. 65 (R)
EL
= 637.894
OFFSET= 22.17' (L)
OFFS
= 34.42(L%
OFF
ET= 26.17' (L)
----------
---
4.33% ---
-------
------
-
-
1001.
---
4.33%
1.5" MILL
& OVERLAY
EX. 20" D/ FORCE MAIN
EX. DITCH
APPROXIMATE LOCATION
EX. 8" PVC WATER MAIN
APPROXIMATE LOCATION
I
EX. CAS LINE
EX. 16" D/ FORCE MAIN
I
APPROXIMATE LOCATION
APPROXIMATE LOCATION
650
640
630
620
-60
-50 -40 -30 -20 -10 0
X
O
co�
LU a 0- w 32' Bonterra Village Way 18+00
10
co
40
650
640
630
620
60
4.6' PROP. TURN LANE TAPER
7.4'PROP. DITCH 4' SHOULDER
11' PROP. LANE
6.4' STRIPED MEDIAN
103 EX. LANE
11.V EX. DITCH
14' CLEAR ZONE
7.2' WIDENING
I
I
18+00 18t00
18*00
18t00
I
I
18t00
18+00
ELEV= 638.364 ELEV 63
.639 ELEV= 639.207
ELEV= 638.800
EL
= 638.498
E
EV= 638.038
OFFSET= 22.00' (L) OFFSET=
OFFSET= 0.00 (J
4.83 (L)
OFFSET= 10.46 (R)
FFS
= 34.41(L)
--------
OFFS
T= 26.17' (L)
-- -
3.839 3.89�
--- ---------- _ _
-----------
--------
-------
1.5" MILL &
OVERLAY
EX. DITCH
PROP. DITCH
EX. 20" DI FORCE MAIN
APPROXIMATE LOCATION
EX. 8" PVC WATER MAIN
APPROXIMATE LOCATION
I
EX. GAS LINE
EX. 16" D/ FORCE MAIN
I
APPROXIMATE LOCATION
APPROXIMATE LOCATION
650
640
0
w
w
630
-50 -40 -30 -20 -10 0
0
� 0�
Uj a ¢ w 31, Bonterm Village Way 18+50
10
30'
chi
0
X�
a
¢w
40
Gjul
REVISIONS
REV DATE COMMENT oRawr ev
650
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
640
630
60 620
7
'PROP.
DITCH T SHOULDER
11' PROP. LANE
1 V STRIPED MEDIAN
10.8' EX. LANE
10.6' EX. DITCH
14' CLEAR
ZONE 6.2'
WIDENING
1 8t50
I
8+50 18t50
18t50
ELEV= 639.449
18t50
I
EL
638+50
18+50
LEV-- 638.953 ELEV= 639.101
OFFSET= 0.00 (�
ELEV= 639.094
OFFS
35.37(L%
LEV= 638.641
FFSET= 22.17' (L) OFFSET= 15.83'
%
OFFSET= 10.76 (R)
OFF
ET= 26.17' (L)
2 20%
-
---
-7.80%
_
--
------ --- - -
2.209
3.309
-'--- ---
-----------------
_ __----
1.5" MILL & OVERLAY
EX. DITCH
EX. 20 DI FORCE MAIN
APPROXIMATE LOCATION
EX. 8" PVC WATER MAIN
APPROXIMATE LOCATION
I
EX. 16" Dl FORCE MAIN
I
EX. GAS LINE
APPROXIMATE LOCATION
APPROXIMATE LOCATION
620
i
60
-50
-40
-30
;m
J ry
-20
10
0
10
20
40
61,
650
640
630
620
60
30 15 7.5 0 30
1 "= 30'
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC19180ORD0
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
-
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
[E BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
[e-mail]
CARO
t '
SEAL o =
043610 '
2j111111111� / /
SHEET TITLE:
BONTERRA
VILLAGE WAY
CROSS
SECTIONS
SHEET NUMBER:
IN,]DED-2410
H:\2019\NCC191800\DRAWINGS\PLANSETS\CONSTRUCTION DOCUMENTS\NCC19180ORDO.DWG PRINTED BY: RBRELAND 10.29.19 @ 10:11 AM LAST SAVED BY: RBRELAND
REVISION 0 - 10/28/2019

Bonterra Village IT 19+00
0
650
640
630
620
-60
X
O
U) o
w
as <w
31'
30'
4A PROP. DITCH
4' SHOULDER
11' PROP. LANE
11' STRIPED MEDIAN
10.8' EX. LANE
14' CLEAR
ZONE 5.2' WIDENING
19+00
ELEV= 639.279
19f00
I
OFFSET= 22.17' (L)
19*00
EL E= 638.552
19+00 19t00
ELEV= 639.887
19f00
OFFS — 30.35 (L)
E
EV= 638.959 ELEV= 639.426
OFFSET= 0.00 (J
6
OFF
T= 26.17' (L) OFFSET= 16.83'(L)
OFFSET 10.65 (R)
---------------------
---------- ------------
_-------- 8.80,1r-
I
1.5" MILL & OVERLAY
EX. 20" DI FORCE MAIN
I
APPROXIMATE LOCATION
EX. 8" PVC WATER MAIN
APPROXIMATE LOCATION
EX. CAS LINE EX.
16" DI FORCE MAIN
APPROXIMATE LOCATION APPROXIMATE
LOCATION
650
640
z
w
w
630
620
-60
-50 -40 -30 -20 -10 0
X
O
LU
a ¢ w 31, Bonterra Village Way 1'9+50
10
30'
co
X
O
CL LU
40
650
640
630
620
60
2.8' PROP. DITCH
T SHOULDER
11' PROP. LANE
11' STRIPED MEDIAN
10.8' EX. LANE
14' CLEAR
ZONE 4.2' WIDENING
ELEV= 639.319
OFFSET= 143.00' (R)
19*00
19f00
19f00
19f00
ELEV= 639.461
ELEV= 640.067
ELEV= 640.085
ELEV= 638.944
OFFSET= 147.18 (R)
OFFSET= 165. 00(R)
OFFSET= 175.75 (R)
OFFSET= 136.17'(R)
1
8. DO%
- ----
-
----------------------------
--
1.5" MILL &OVERLAY
I
PROP. DITCH
EX. 20" DI FORCE MAIN
I
APPROXIMATE LOCATION
EX. 8" PVC WATER MAIN
APPROXIMATE LOCAROY
EX.
16" DI FORCE MAIN
EX. CAS LINEJ APPROXIMATE
LOCATION
APPROXIMATE
LOCATION
650
640
0
w
630
-50 -40 -30 -20 -10 0
0
� ��
LU a 0- w 32' Bonterra Village ay 20+00
10
29'
ro
0
0�
w
chi
40
I
o0
LTJ
o0
Z w
o�
W >�
W W (n
p Z W
NJ 0 z5ZU)U om
Z LLJI--Ur W>
W C926—U6� o�
k-1 U' ZW WU)>W w
Z�C�HW�[n
I.— W Q= p W Z w
J>ZUW cn0 LL
w U zQ
zz
zU) WZH~ wLL
F�J 0z�U� O
'c J Z
U)
Z
Q p U)
Z Q Nw
> W J
U
W 0W
U) =o
o
os
�o
oQ
REVISIONS
REV DATE I COMMENT oRawr BY
650
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
640
630
620
60
2.5' PROP. DITCH
4' SHOULDER
11' PROP. LANE
11' STRIPED MEDIAN
10.3' EX. LANE
15.8' EX. DITCH
14' CLEAR
ZONE 3.2' WIDENING
20+00
20*00
I
ELEV= 639.058
EL = 638.768
I
OFFSET= 26.17' (L)
EX. PIPE
OFFS2 T= 28.73 (L)
20f00
EX. PIPE
/NV. 639.79
20+00
ELEV= 639.495
/NV. 639.95
OFFSET= 10.26' (R)
ELEV=
39.378
OFFSET= 18.83 (L)
OFFSET= 0.00' ()
OFFSE
= 22.17' (L)
-
�-
7.00 0
- —
-----------
1.49%
PROP. DITCH
EX. DITCH
EX. 20" DI FORCE MAIN
APPROXIMATE LOCATION
EX. 8" PVC WATER MAIN
APPROXIMATE LOCATION
I
EX. 16"
DI FORCE MAIN
I
EX. GAS LINE APPROXIMATE
LOCATION
APPROXIMATE
LOCATION
620
i
-60
-50
-40
-30
;m
J ry
-20 -10 0 10 20
40
Gti
650
640
630
620
60
30 15 7.5 0 30
1 "= 30'
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC19180ORDO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
"
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
[E BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
BONTERRA
VILLAGE WAY
CROSS
SECTIONS
SHEET NUMBER:
IIDXD-241 1
H:\2019\NCC191800\DRAWINGS\PLANSETS\CONSTRUCTION DOCUMENTS\NCC19180ORDO.DWG PRINTED BY: RBRELAND 10.29.19 @ 10:11 AM LAST SAVED BY: RBRELAND
REVISION 0 - 10/28/2019

x
o�
� ��
LU
�a ¢w
Bonterra Village Way 20+50
0
Z
0
650
640
630
620
-60
31'
29'
2.5' PROP. DITCH
T SHOULDER
11' PROP. LANE
1 V STRIPED MEDIAN
103 EX. LANE
3.2' SHOULDER 4.4' EX. DITCH
14' CLEAR
ZONE 2 2' WIDENING
20f50
ELEV— 638.733
20+50
1
OFFSET— 28.92 (L)/—EIEV=
639.184
20f50
20f50
OFFSET= 22.17' (L)
ELEV 639.691
ELEV 639.399
20+50
OFFSET— 0.00 (j
OFFSET— 10.46 (R)
ELEV= 638.864
20f50
OFFSET= 26.17' (L)
ELEV— 639.237
OFFSET— 19.83 (L)
0 2.29 a
8.00 /o
— — —7
,- '"- 2.19Z
2.79Z
__--
_
-----------
----------- ---
—
1
1.5" MILL & OVERLAY
1
PROP. DITCH
EX. DITCH
I
EX. 20" DI FORCE MAIN
APPROXIMATE LOCATION
EX. 8" PVC WATER MAIN
APPROXIMATE LOCATION
EX. GAS LINE EX. 16"
DI FORCE MAIN
1
APPROXIMATE LOCATION APPROXIMATE
LOCATION
1
650
640
630
620
-60
-50 -40 -30 -20 -10 0
X
O
N
LU or�a 0- w 31, Bonterra Village Way 21+00
10
28'
X
O
a
<w
40
650
640
630
620
60
3.6' PROP. DITCH
4' SHOULDER
11' PROP. LANE
1 V STRIPED MEDIAN
10.9' EX. LANE
12.7' EX. DITCH
14' CLEAR
ZONE
21f00
ELEV 08..631
1.T WIDENING
1
OFFSET— 21+0 (L)
21+00
2>f00
21f00
1
1
ELEV— 639.588
ELEV= 4
ELEV
ELEV= 639.034
ELEV— 639.285
OFFSET— 0.00 (�
T= 26.
OFFSET= 26.17' (L)
OFFSET- 22.17' (L)
OFFSET— 10.88(R)
21 f00
L
ELEV 639.067
1
OFFSET— 20.83 (L)
.50%
------ 2.50°
r
2.78X,,
--------
1.5" MILL & OVERLAY
PROP. DITCH
I
EX. 20" DI FORCE MAIN
EX. DITCH
z
n
APPROXIMATE LOCATION
EX. 8" PVC WATER MAIN
APPROXIMATE LOCATION
EX. GAS LINE EX. 16"
DI FORCE MAIN
I
APPROXIMATE LOCATION APPROXIMATE
LOCATION
1
I
650
640
0
w
w
630
-50 -40 -30 -20 -10 0
0
cj � ��
a LU
¢ w 31, Bontem Village Way 21+50
CL
10
28'
20
0
X�
a
¢w
T
40
01,
o0
o0
Z w
o�
W >�
W W U
p Z W
NJ U ZDZUU om
Z W � Ur W >
W (D2U UIi o�
k-1 (-9 W WU>W w
Z�C�HW10�U
W Q = W Z w
JU W U O>Z2LLZQPIPU �QQ
zz
ZUc�WZ�HwLL
F�J OUZ�U� O
Z J0 U UE U
'c
Q Z U) Z
Q Nw
> W J
U
0W
W
om
H -
U) zo
00
os
�o
oQ
REVISIONS
REV DATE I COMMENT D. BY
650
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
640
630
620
60
33 PROP. DITCH
4' SHOULDER
11' PROP. LANE
1 V STRIPED MEDIAN
11.V EX. LANE
14' CLEAR
ZONE 3.2' WIDENING
21+50
I
ELEV= 638.729
21 f50
ELEV 21 *50
08.814
I
OFFSET= 26.05' (L)
21 f50
21 f50
1
OFFSET— 3 .24 (L)
21+50
ELEV— 639.48J
ELEV— 639.307
ELEV= 639.049
OFFSET— 0.00 (�
OFFSET— 11.11(R)
OFFSET= 22.05' (L)
0
-
--------------------- 1.97Z
1.599
----------------------- --
---------------------
-
_ ----1-9
�- ---- - -- -
8.00%
---
_
---
__--------
1.5" MILL & OVERLAY
I
EX. DITCH
I
EX. 20 DI FORCE MAIN
APPROXIMATE LOCATION
EX. 8" PVC WATER MAIN-11
APPROXIMATE LOCATON
EX. GAS LINE-11
APPROXIMATE LOCATION
Rff I0
1
I
APPROXIMATE
ATION
I
620
i
60
-50
-40
-30
;m
J ry
-20
-10
0
10
T
W,
40
W,
650
640
630
620
60
30 15 7.5 0 30
1 "= 30'
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC19180ORDO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
-
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
14. [e-mail]
SHEET TITLE:
B ®NTERRA
VILLAGE WAY
CROSS
SECTIONS
SHEET NUMBER:
IIDXD-2412
H:\2019\NCC191800\DRAWINGS\PLANSETS\CONSTRUCTION DOCUMENTS\NCC19180ORDO.DWG PRINTED BY: RBRELAND 10.29.19 @ 10:11 AM LAST SAVED BY: RBRELAND
REVISION 0 - 10/28/2019

0
s
w
650
640
630
620
.50
X
X
a
aw
31'
Bonterra Valle e Way 22+00
27'
I
I
I
I
- - - - - - - - - - - - - - - - -
----
2.659
------
2.10Z
— — —
—
I
I
EX. 20" DI FORCE MAIN
APPROX/MATE LOCATION EX.
z
EX. DITCH
EX. GAS LINE
/0
I
I
8" PVC WATER MAIN
APPROXIMATE
LOCA77ON
APPROX/MATE LOCATION
EX. 16" D/
FORCE MAIN
I
APPROX/MATE
LOCATION
I
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El
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Km
40
650
640
630
620
50
30 15 7.5 0 30
1 "= 30'
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REVISIONS 1
REV DATE COMMENT DRAWN BY
CHECKED BY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
1
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=30'
CAD I.D.: NCC19180ORDO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
FOR
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
StAL o
043610 0
o�NG N�e' °°
A0 '
SHEET TITLE:
BONTERRA
VILLAGE WAY
CROSS
SECTIONS
SHEET NUMBER:
IRN—D-2o13
1
m REVISION 0 - 10/28/2019
ry
H:\2019\NCC191800\DRAWINGS\PLANSETS\CONSTRUCTION DOCUMENTS\NCC19180ORDO.DWG PRINTED BY: RBRELAND 10.29.19 @ 10:11 AM LAST SAVED BY: RBRELAND

S�
6 " E �••�
#4 BARS "V" I 6"
@ EQUAL SPACES
11/2„
3„
R _ W R
U
(n �
m ? w
v o
a w
co G
PLAN OF TOP SLAB
"W" BARS
SECTION R-R
6"
1 /2 „
M u)
LU
d U) CO
m ¢ ILL
ito
it w
co
SECTION S-S
#4 BAR
N
"6-
DOWEL
F-- 6'- 0"--I
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP
USE ON FLAT ELEV. EXPANSION JOINT 6"GRADES 2% AND UNDER
3' 0 i I i 3,_0" DEPRESSED GUTTER LINE
EXPANSION JOINT
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
EXPANSION JOINT
8 TOP
USE ON GRADES OVER 2% ELEV.
DEPRESSED GUTTER LINE
-loll
EXPANSION JOINT) 1 O ICI MAX.
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER)
DIMENSIONS OF BOX AND PIPE
COVER
DIMENSION
CU.YDS. CONC. IN BOX
DEDUCTIONS
ONE PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BARS-U
NO. LENGTH
BARS-V
NO. LENGTH
BARS-W
NO. LENGTH
TOTAL
LBS.
TOP
SLAB
BOTTOM
SLAB
TOT.CONC.
FOR MINIMUMC.
NEI
D
A
B
C
G
H
E
F
12"
3'-0"
2'-2"
2'-9"
0.235
0.772
0 015
0 026
15"
3'-0"
2'-2"
3'-0"
0.235
0.829
0.023
10.036
18"
3'-0"
2'-2"
3'-3"
0.235
0.887
0.033
0.049
24"
3'-0"
2'-2"
3'-9"
0.235
1.001
0.059
0.085
30"
3'-0"
2'-2"
3'-4"
4'-3"
V-2"
4'-0"
4
1'-5"
2
3'-9"
3
3'-9"
39
0.123
10.321
1 1.433
0.092
0.127
36"
3'-0"
2'-2"
3'-10"
4'-9"
V-8"
4'-0"
4
1'-11"
3
3'-9"
3
3'-9"
43
0.161
10.358 1
1.714
0.132
0.178
42"
3'-0"
2'-2"
4'-5"
5'-3"
1'-5"
3'-2"
4
1'-8"
2
2'-11"
3
2'-11"
32
0.112
0.318
1.738
0.180
0.243
48"
3'-0"
2'-2"
5'-0"
5'-9"
2'-0"
3'-2"
4
2'-3"
3
2'-11"
3
2'-11"
35
0.145
0.352
2.052
0.235
0.317
54"
3'-0"
2'-2"
5'-7"
6'-3"
2'-7"
3'-2"
4
2'-10"
5
2'-11"
3
2'-11"
41
0.180
10.386
1 2.387
0.297
0.401
BACK OF CURB -
PLAN
SECTION Y-Y
RISER HT.
VARIES
0 6„
WHERE 30" TO 36" PIPE IS USED
RISER HT.
WHERE 42" TO 54" PIPE IS USED
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION
Do
D_
H:\2019\NCC191800\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC19180OSDO.DWG PRINTED BY: RBRELAND 10.29.19 @ 10:11 AM LAST SAVED BY: RMCDOWELL
SECTION X-X
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SHEET 2 OF 2
* RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 840.
4 0 ■ 22
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER
8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
QUANTITIES ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
SEE STD.NO. 840.03 STEPS - STD. NO. 840.66
TOP ELEVATION
-
-L L o'
B
T} E-�I
o
D
o =
6C I 6"
D Do
0
0'
0
6,. o. .o'
T 0' .. D' p'
T SECTION J-J
WHERE 30 TO 36" PIPE IS USED
SEE NOTE
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01 ¢
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01
PLAN
TOP ELEVATION
STEPS - STD. NO. 840.66
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6" G 6"
14.
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SECTION M-M
WHERE 42" TO 54" PIPE IS USED
m m
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A 00
PLAN
61r. 2r-Orr
" RAD.m.
3" RAD.
1/8" RAD
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F� 2'
110
2'-6" CURB AND GUTTER
4'-0" PR
1/8" RAD. 9rr 9" 3/4" RAD.
cy) _ 1/8" RAD.
N
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13/4 " RAD. 1 r 6 rr
1'-6" CURB AND GUTTER
2" RAD. PAVEMENT
RAD. SURFACE
440
in
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8"
8" X 12" OR 18"
CONCRETE CURB
PAVEMENT
O
RAD.
SURFACE
3
Q
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9" X 12" OR
18"
T ILL! 0
CONCRETE
CURB
2'-Orr 2'-Orr EDGE OF
PAVEMENT 2" RAD. 2'-O"
4, y 8" 2'-4" MIN. 1/8" RADIUS crime 1/ It
in 1 r-Orr if -Orr
12 ' O ': po'6riFF:
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:: o:..o..d• ::: •.,v LL W
EXPRESSWAY GUTTER SHOULDER BERM GUTTER z H W
8" X 6" MEDIAN CURB VALLEY GUTTER Q 0 H
SECTION VIEW OF CURBS OR CURBS AND GUTTERS o m
� OC oif
FILL 3/8" x 1" DEEP Q
GENERAL NOTES: GROOVED OR SAWN z co
co
-PLACE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT THAT JOINT WITH JOINT Q W 1Z
A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN
SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED SEALER JOINT SEALER Lj
WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. 1/8" RAD. GUTTER
-JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. a. 1/8RAD. PAVEMENT SURFACE V Z
-CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF SURFACE Q G a
TEMPLATES OR FORMED BY OTHER APPROVED METHODS. rl ;0•: :9.* . ' • Q••' P. o • Q cV Q
CONSTRUCT NON -TEMPLATE FORMED JOINTS A MIN. OF 1%2 DEEP. .a �'„° '.a .° �' a ° ° ":• ' ' ' 'p" •
-FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8"x6" MEDIAN CURB, ;�°.o p o ° o o° 0 0• o o•
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JOINT FILLER
-SPACE EXPANSION JOINTS AT 90 CURB & GUTTER PROP.�\_ INTERVALS AND ADJACENT TO PAVEMENT 1/2
ALL RIGID OBJECTS. JOINT
LONGITUDINAL JOINT TRANSVERSE EXPANSION JOINT
IN CURB AND GUTTER
SECTION VIEW OF JOINTS ISHEET 1 of 3
846.01
1.5" S9.5B SURFACE. cDuRm 2.5" 119.00
FIUT
i
MSE i
5" ASPHALT 8" ASPHALT
BASE COURSE BASE COURSE
CDT CURS GUAR INSTALLATION
Z
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QQ
CD
ep 1Z-1epCD��
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wQ<ILL
Q U O H
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LU
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Fi
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0 i
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ctoseD > r
W20-5
48" X 48"
.5" ASPHALT SURFACE COURSE (S9.513)
ASPHALT INTERMEDIATE COURSE (1-19.013)
ASPHALT BASE COURSE (1325.013 OR C)
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT
AND NCDOT SPECS)
NOTE.
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.
NCDOT PAVEMENT SECTION
NOT TO SCALE
a
8 4"
Z
0W
F-I }
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WITH 2-WAY TURN LANE
LU
ALL OTHER DEVICES ARE THE SAME AS ABOVE
y
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LU
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CENTER LANE
CLOSED
CD
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WORK AREA
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2-WAY
TRAFFIC
TAPER BUFFEF
15W 100' SPACE
ac
GENERAL NOTES FOR FLAGGING OPERATIONS
L
1-
REFER TO RSD. 1101.11, SHEETS 1 & 4, FOR "L" DISTANCE AND SIGN SPACING.
<
2-
INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
W
-
UPSTREAM SIDE OF TRAFFIC.
3
ESID�SOFETRAFFICAGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
Q
V
r
DREMOVE OWNSTREAM
Z
4-
PLACE CONES THRU THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES
Q
O
5-
EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS
Cr
PROVIDED TO THE FLAGGER (REFER TO RSD. 1101.11, SHEET 2).
6-
DO NOT STOP TRAFFIC IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A TIME.
7-
DRUMS OR SKINNY DRUMS MAY BE USED IN LIEU OF CONES. REFER TO RSD. 1180.01
FOR SKINNY DRUM REQUIREMENTS.
8-
USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE.
SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS (W20-7a)
PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FLAGGER. FOR SIGNALIZED
INTERSECTIONS PLACE SIGNALS IN THE FLASH MODE AND USE LAW ENFORCEMENT.
9-
REFER TO THE CURRENT MUTCD FOR FLAGGER CONTROL, REQUIREMENTS, AND PROCEDURES.
10-
DO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP OR
SHEET
1
OF 2
AS DIRECTED BY THE ENGINEER.
1840.02
W20-5
48" x 48"
z
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Iy
J
.
DOWN
Q
J
T
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STREAM
W
BUFFER
TAPER
Q
SPACE
100'
Q
0
J
11-
IF VEHICLE QUEUES WILL REACH WITHIN 15' OF EITHER SIDE OF ACTIVE RAILROAD TRACKS,
zQ
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PROVIDE A UNIFORMED LAW ENFORCEMENT OFFICER OR FLAGGER TO PREVENT VEHICLES FROM
STOPPING WITHIN THE GRADE CROSSING. PROVIDE OFFICER OR FLAGGER EVEN IF AUTOMATIC
WARNING MEASURES ALREADY EXIST.
U)Q
GENERAL NOTES FOR PILOT CAR OPERATIONS
}
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1- USE PILOT CARS WHEN DIRECTED BY THE ENGINEER.
a
2-
IF ROADWAY WIDTH IS LESS THAN 22 FEET (EOP TO EDP) CONES MAY NOT BE REQUIRED
Q
ALONG WORK AREA AND AT THE DISCRETION OF THE ENGINEERCONES MAY BE OMITTED ALONG
WORK AREA I� USING A PILOT CAR.
W
LLI
0,
z
Q
3-
CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS.
4-
MOUNT SIGN G20-4 "PILOT CAR FOLLOW ME" AT A CONSPICUOUS POSITION ON THE REAR OF
THE PILOT VEHICLE.
N
5 DO NOT INSTALL MORE THAN ONE (1) MILE OF LANE
CLOSURE MEASURED FROM THE BEGINNING OF THE MERGE
TAPER Tb THE END OF THE LANE CLOSURE.
6 ADVISE RESIDENTS AND BUSINESSES WITHIN THE LANE
CLOSURE LIMITS ABOUT METHODS OF SAFE EGRESS AND
INGRESS FROM DRIVEWAYS DURING FLAGGING AND PILOT
CAR OPERATIONS.
FLAGGER
CONE
IQ PORTABLE SIGN
DIRECTION OF TRAFFIC FLOW
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REVISIONS
REV DATE I COMMENT DRAWN BY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 10/28/2019
SCALE: 1 "=60'
CAD 1. D.: NCC19180OSDO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TARGETED)
FOR
LIQUID
MANA MJI_ NT9
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
BOLCENGINEEHLENG NC,LR
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
[e-mail]
\��11111111/j/
S°
i
t
SEAL
043610 0
c °o
A • /^R 4
V/1
rSHEET TITLE:
NCDOT
DETAILS
SHEET NUMBER:
IJDLXD-3 OO
SHEET 1 OF 14
1101 .02 REVISION 0 - 10/28/2019

II
II
NOTE 4
4K-
SIDEWA
SIDEWALKSEE
E-
----�
---
NOTE 12
¢
SEE
U)
4'-0" (TYP)
NOTE 3
o
STOP LINE
co
SEE NOTE 10
- -_
-SIDEWALK
-_
_ - - - - -
DETAIL SHOWING TYPICAL LOCATION OF CURB RAMPS.
PEDESTRIAN CROSSWALKS AND STOP LINES FOR TEE INTERSECTIONS
SIDEWALK
SEE NOTE 10
STOP LINE
SIDEWALK _
SEE NOTE 4
SIDEWALK - -
4'-0" (TYP) -
�CI:D:EWALK
\
DETAIL SHOWING TYPICAL LOCATION OF CURB
RAMPS, PEDESTRIAN CROSSWALKS AND STOP LINES
ROADWAY
PLAN SYMBOL
C R
PROPOSED CURB RAMP W/ LANDING
FOR PROPOSED
PROPOSED OR FUTURE SIDEWALK
CURB RAMP
ALLOWABLE LOCATIONS
-------------------
DUAL RAMP RADII ........... ANY
o
CONTINUOUS LINES
u)
H
Q
���c�
O
EDGE LINE
Z
4"/6„
0 0CL =
cn
YELLOW OR WHITE
uj
U
O H
Q
�=I-zLLJ
cAHLLOJ
LANE LINE
cc
O O � Q
4, /6„
Z F-4
��
WHITE
r CL p
r Q
CENTER LINE
4"/6"
YELLOW
GORE LINE
8"/12"
WHITE
=
W
DIAGONAL LINE
12" 45 MPH OR HIGHER
8" LESS THAN 45 MPH
FZ1
YELLOW OR WHITE
O
Q CL
p a Q
CROSSWALK LINE
0cc
m
8" TRANSVERSE
Q c
WHITE
24" LONGITUDINAL
z Ix U
1--0 V o
oRxR
LINE
Q 0-
Q O
16"
QO
WHITE
STOP OR TRANSVERSE BA
24"
WHITE
848.
10'-30'/SP SKIP LINE
UNLESS OTHERWISED SHOWN, USE 10'-30'/SP SKIPS FOR
SKIP LANE LINES AND SKIP CENTER LINES.
10' 30'
r1 O 4"/6„
YELLOW OR WHITE
3'-3'/SP MINI -SKIP LINE
UNLESS OTHERWISED SHOWN, USE 3'-3'/SP MINI -SKIPS FOR
THE WHITE EDGE LINE ENTENSIONS AT ROUNDABOUTS.
3' PIG 3'
/12"
WHITE
2'-6'/SP MINI -SKIP LINE
UNLESS OTHERWISED SHOWN, USE 2'-6'/SP MINI -SKIPS FOR
LANE LINE EXTENSIONS THROUGH INTERSECTIONS, EDGE LINE
EXTENSIONS THROUGH INTERSECTIONS AND MINI -SKIPS
USED FOR BICYCLE LANE LINES.
2' 6'
O O 4"/6"
YELLOW OR WHITE
3'-9'/SP MINI -SKIP LINE
UNLESS OTHERWISED SHOWN, USE 3'-9'/SP MINI -SKIPS FOR
MINI -SKIP LANE LINES AND LINE EXTENSIONS THROUGH TAPERS.
3' 9'
O O 4"/6"
WHITE
GENERAL NOTES:
1- USE 6" LANE, EDGE, AND CENTER LINES ON ALL FULL CONTROL OF ACCESS FACILITIES AND OTHER ROUTES
AS DIRECTED BY THE ENGINEER.
2- LANE LINES INDICATED AS "WIDE" ON THE ROADWAY STANDARD DRAWINGS SHALL BE AT LEAST TWICE THE WIDTH
OF THE NORMAL LINE.
3- GORE LINES SHALL BE TWICE THE WIDTH OF THE NORMAL LINE.
SIDEWALK (5' STD.)
A B
UTILITY STRIP
DROP CURB 2' DETECTABLE 0.02 (MIN.) 4"
G (STD. 2'-6" CURB WARNING DOMES 0.08 (MAX.) 0.02 (NORM.)
& GUTTER SHOWN) 0.04 (NORM.)
912:1 M�AX.RAMP
X t
ISOMETRIC VIEW
PAY LIMITS FOR CURB RAMP
NOTES:
1. DETECTABLE WARNING DOMES WILL COVER 2'-0" LENGTH AND FULL WIDTH OF THE
RAMP FLOOR AS SHOWN ON THE DETAILS.
2. DETECTABLE WARNING DOMES WILL CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER LIGHT -ON -DARK,
OR DARK -ON -LIGHT SEQUENCE COVERING THE ENTIRE RAMP.
RAMP WIDTH AREA IS VARIABLE
0
= BASE DIAMETER
z0.9"R TO 1.40'R
O O O O O O
J TOP DIAMETER OF NO LESS
oZ THAN 50% TO NO MORE
N OO OO OO OO OO THAN 65% OF THE BASE
DIAMETER
W
A
W+A+9"
X
B
5'
0.0'
5.8'
5.8'
5. 0`
6'
0.0'
6.8'
6.8'
6. 0`
7'
0.0'
7.8'
7.3'
6.5'**
8'
0.0'
8.8'
7.3'
6. 5'*
5'
2.0'
7.8'
7.8'
5.0'
5'
2.5'
8.3'
8.1'
4.8'
5'
3.0'
8.8'
8.3'
4. 4'
5'
3.5'
9.3'
8.4'
4. 1'
5'
4.0'
9.8'
8. 6'
3. 8'
8.7'
3. 4'
5'
15. 0'
0.4 TO
MIN O1. 2.4 TO
(A+g" B = X-)
-L
B = DISTANCE FROM FRONT EDGE OF SIDEWALK
TO BACK POINT OF 12:1 (8.33%) SLOPE.
BACK OF SIDEWALK DROP REQUIRED FOR ALL
SIDEWALK SLOPES.
** BACK OF SIDEWALK DROP REQUIRED FOR
SIDEWALK SLOPES 0.04.
DETECTABLE
WARNING DOMES
SIDEWALK 5' MIN. 4' 5' MIN. TOP OF
ELEVATION CURB MIN. CURB CURB
TRANSITION DROP TRANSITION
CURB
GUTTER
VARIABLE SLOPES NOT
TO EXCEED 10:1
z
O O
i
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SEE NOTE 1
SEE NOTES
2, 12 & 14
PLAN VIEW
(4 M11N, rLUUH WIUIN)
VARIABLE
GENERAL NOTES: VARIABLE
IN THE 4" CONC. PAVED DITCHES, PLACE %2" EXPANSION JOINTS AT
30' INTERVALS AND AT ALL OTHER POINTS WHERE PROPOSED DITCHES ABUT z ANGLE
RIGID OBJECTS. PLACED GROOVED JOINTS 1" DEEP AT 10' INTERVALS v
BETWEEN EXPANSION JOINTS.
CONSTRUCT WIDTH AND SHAPE OF PROPOSED 4" CONCRETE PAVED DITCHES
AS SHOWN OR AS DIRECTED BY THE ENGINEER.
FOR DITCH GRADES ABOVE 2% EROSION CONTROL, INSTALL MATTING BASE DITCH OR
ON BOTH SIDES OF THE PAVING FOR A MINIMUM WIDTH OF 36" OR AS DIRECTED BERM DRAINAGE OUTLET DITCH
BY THE ENGINEER.
JOINT SEALER 1/'2 2'-0" 2'-0" BERM DITCH
T 1/8„ 3'-0"± 3'-0"± MEDIAN DITCH
v
1/8" RADIUS 1/g" RADIUS a d
JOINT FILLER
JOINT SEALER
SHOWING GROOVED JOINT SHOWING EXPANSION JOINT MEDIAN OR BERM DITCH
6 0
a
VARIABLE
v
SHOULDER POINT
SIDE DITCH
cfl 4„ 4„
.emu u�
PART LONGITUDINAL SECTION OF PAVED DITCH
SHOWING 1'-6" CURTAIN WALL REQUIRED AT EACH END
* WHEN CURTAIN WALL FOR PAVED DITCH IS LOCATED ADJACENT TO A
DRAINAGE STRUCTURE AND THE PIPE FROM THE STRUCTURE INTERFERES
WITH THE 1'-6" DEPTH, THE DEPTH OF THE CURTAIN WALL MAY BE
REDUCED BELOW 1'-6" TO CLEAR THE TOP OF THE PIPE.
12' VERTICAL CURVE
6'-0"
a
=CTSHOUL=POINT
12' V.C. ROADWAY DITCH
;HEET 1 OF 3
848.05
ROAD
CLOSED
AHEAD 20-3
aa"
N FXT IFFT SP-4L ...
NOTE: USE SIGN R11-4 IF NOTE: PLACE WING BARRIACADES WITH R11-3
1 MILE OR LESS TO ROAD CLOSED R11-4 SIGN AT THROUGH SIDE ROADS BETWEEN
ROAD CLOSURE. IO 60" X 3D', THE DETOUR POINT AND THE POINT OF
THRU TRAFFIC cLOsuRE.
R11-3
60" X 30"
ROAD ECLOSED
M4-10R(SHOWN)
oE.ou. OR M4-10L
48" X 18"
TYPE III WING BARRICADES
it
I 1
I' I
CLOSED
HEAD
w20-3
48" X 48"
500''- 1 500"
CLOSED 10 C CLOSED
000 F 500 FT
W20-3 W20-3
48" X 48 48" X 48
1
TYPE III BARRICADE(S)
WORK AREA
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NEXT RIGHT 4z4 " x 12"
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GENERAL NOTES
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p w
1- IF NECESSARY USE THIS RSD. FOR 2-LANE, 2-WAY, AND MULTILANE DIVIDED AND UNDIVIDED
p p
ROADWAYS.
Q
2- INSTALLATION OF DETOUR ROUTING PANELS, TEMPORARY ROUTE MARKERS, DESTINATION SIGNS,
Z
p O
AND ANY NECESSARY MODIFICATIONS TO EXISTING OR PROPOSED REGULATORY OR WARNING SIGNS
z
WILL BE MADE BY OTHERS (STATE OR CITY FORCES) UNLESS OTHERWISE DESIGNATED IN THE
Q W
PLANS. PROVIDE A MINIMUM 30 CALENDAR DAY NOTICE TO STATE FORCES BEFORE A ROADWAY
C/) m
IS CLOSED TO TRAFFIC SUCH THAT THE NECESSARY PROVISIONS CAN BE MADE TO INSTALL
Q
DETOUR ROUTE SIGNS, INFORM LOCAL EMERGENCY AND LAW ENFORCEMENT PERSONNEL, SCHOOLS,
W
OR ANY OTHER PARTIES AFFECTED BY THE ROAD CLOSURE.
< O
p CL
3- INSTALL SIGNS BEFORE THE BARRICADES WHEN CLOSING THE ROADWAY TO TRAFFIC. REMOVE
L O
BARRICADES BEFORE SIGNS WHEN OPENING THE ROADWAY TO TRAFFIC. INSTALL/REMOVE SIGNS
Lu
AND BARRICADES WITHIN THE SAME CALENDAR DAY.
0 U
4- USE ADDITIONAL TYPE III BARRICADES IN STAGGERED LOCATIONS SUPPLEMENTED WITH SIGN
R11-4 "ROAD CLOSED TO THRU TRAFFIC" IN THE EVENT THAT TRAFFIC MUST BE MAINTAINED
BEYOND THE DETOUR POINT.
5- DO NOT DISPLAY FRACTIONS OR DECIMALS ON SIGN R11-3 "ROAD CLOSED XX MILES AHEAD".
0
z
w
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z_ w
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07
REVISIONS
REV DATE COMMENT
DRa1wNBv
6- POSITION WING BARRICADES ON THE SHOULDERS AND SLOPE THE STRIPES DOWNWARD IN THE LEGEND THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
DIRECTION TOWARD WHICH TRAFFIC MUST TURN IN DETOURING. REVIEW AND APPROVAL. ITISNOTINTENDEDAS A
STATIONARY SIGN CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
7- USE PORTABLE SIGNS IF ROAD CLOSURE IS TO BE IMPLEMENTED FOR LESS THAN THREE DAYS, SHEET 1 OF 9
OR FOR EMERGENCIES OR
OF TRAFFIC FLOW 1101
03
SEE EDGE LINE TWO-WAY UNDIVIDED ROADWAY zo
EDGE LINE OFFSET DETAIL OFFSET DETAIL H}
2"MAX., REFER ALSO TO TABLE 1 Q Q
E.O.T. 1Z-1 U
W - « LL_JOH
-- - ---- ----- -- ---- Oou)=z
CENTER LINE OFFSET DETAIL
LANE LINE OFFSET DETAIL
3" 6
3"
TABLE 1
EDGE LINE OFFSETS FOR 2-LANE, 2-WAY ROADWAYS
WITH UN -PAVED SHOULDERS
WIDTH (W) OF
TRAVEL PAVEMENT
MAX. EDGE LINE OFFSET
FROM E.O.T.
MINIMUM LANE
WIDTH (W)
16' - 18'
2"
8' - 9'
19,
4"
9'
20'
6"
9.5'
21'
8"
10'
22'
loll
10'
23'
loll
10. 5'
24'
1'
11'
26'
2'
ill
28'
2'
12'
30'
3'
12'
32'
4'
12'
LEGEND
W = WIDTH OF TRAVEL LANE
E.O.T.= EDGE OF TRAVEL
a DIRECTION OF
0 TRAFFIC FLOW
2" TOWARDS LEFT SIDE
OF TRAVELWAY
z DIRECT TAPER TURN LANE
OH } WHITE 3'-9'/SP MINI -SKIP LINE
Q END OF TAPER �_ _ _ _ _
1z-I cr C-) TAPER
LLJ�HZ
O0(n= 10'
W Q Z W =
QUcr0CD
F_ = LL z0 W TURN LANE BAYS 125 250 FT. WHITE LANE LINE
LL J
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OFFSET DETAIL z H OFFSET DETAIL
H >
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SEE EDGE LINE TWO-WAY UNDIVIDED ROADWAY
OFFSET DETAIL WITH TWO-WAY LEFT TURN LANE
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--
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OFFSET DETAIL
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OFFSET DETAIL
p
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SEE EDGE LINE
MULTI -LANE ROADWAY
>
OFFSET DETAIL
Q
z
a
Q
W
W
SEE EDGE LINE
SEE LANE LINE
OFFSET DETAIL
OFFSET DETAIL
TURN LANE BAYS < 125 FT.I
WHITE 3'-9'/SP MINI -SKIP LINE
WHITE LANE
LINE r
TAPER
TURN LANE ARROW CENTERED IN
BAY TURN LANE BAY
WHITE 3'-9'/SP MINI -SKIP LINE
TAPER
TURN LANE BAYS 250 FT. OR GREATER I CENTER BETWEEN FIRST AND LAST ARROWS
250' WHITE 3'-9'/SP MINI -SKIP LINE
WHITE LANE LINE - - - - -
r r i
TAPER
60'
TURN LANE BAY
LEFT TURN LANE DEVELOPED FROM TWO-WAY TURN LANE I
WHITE LANE LINE, CENTER BETWEEN FIRST WHITE 3'-9'/SP MINI -SKIP LINE
1/p LENGTH OF BAY - AND LAST ARROWS--
- �- TWO-WAY LEFT TURN LANE
r r r sr
60'
TURN LANE BAY 160'
SAME PAVEMENT MARKING LINES, NUMBER OF ARROWS,
AND ARROW SPACING APPLY AS FOR THE VARIOUS
DOUBLE TURN LANES TURN LANE BAY LENGTHS SHOWN ABOVE
i WHITE SKIP LANE LINE WHITE 3'-9'/SP MINI -SKIP LINE
WHITE LANE LINE, 1/2 LENGHT OF BAY WHITE LANE LINE, LENGHT OF BAY
UP TO 125' MAX. UP TO 250' MAX. - - - - -
WHITE 2'-6'/SP MINI -SKIP r r
LINE TAPER
60' CENTER BETWEEN FIRST
GENERAL NOTES:
HEET 1 OF 1 1- USE THE GUIDANCE SHOWN ABOVE IN CONJUNCTION WITH THE INTERSECTION GUIDANCE SHOWN ON ROADWAY STANDARD DRAWING 1205.04.
2- THE NUMBER OF ARROWS SHOWN IS THE MINIMUM REQUIRED. USE ADDITIONAL ARROWS AS DIRECTED BY THE ENGINEER.
850.01
1205.01
Z
O O
H Q
Q
H cr
LL -1d H 0 0 z
� _
c
W Q Z W =
QU�OFO-1
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H- = z W
cnH�OJ
o oU)Q
z Fa or
CL H
W p
-1 cl
cc
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acc cf)
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p Q W
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z Z oC
W
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W
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p a
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LEGEND
PAVEMENT MARKING SHEET 1 OF 1
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC191800
DRAWN BY:
RJB/AM
CHECKED BY:
MAT
DATE:
10/28/2019
SCALE:
1 "=60'
CAD I.D.:
NCC19180OSDO
PROJECT:
POPLIN MEADOWS
PHASE III (SENIOR
AGE TAIR GETEED)
lf'f�lfD
LIQUID
LLC
LOCATION OF SITE:
5906 BONTERRA VILLAGE WAY
UNION COUNTY, NC
[E BOH LER
ENGINEERING NC. PLLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
NC DOT
DETAILS
SHEET NUMBER:
]DEN'DI-341
r SYMBOL
1205.05 REVISION 0 - 10/28/2019
D7
D'
■
H:\20l9\NCCl9l8OO\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC19180OSDO.DWG PRINTED BY: RBRELAND 10.29.19 @ 10:12 AM LAST SAVED BY: RMCDOWELL