SW3191001_191015_Poplin Ph 2_Civil Plans_11/5/2019

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REFERENCES
BOUNDARY AND TOPOGRAPHIC SURVEY:
BOHLER ENGINEERING NC, PLLC
"BOUNDARY AND TOPOGRAPHIC SURVEY FOR LIQUID MANAGMENT, LLC"
JOB#: NSSC191801
DATE: 10/15/19
THREATENED/ENDANGERED/PROTECTED SPECIES REPORT:
CAROLINA WETLAND SERVICES, INC.
"PROTECTED SPECIES HABITAT ASSESMENT REPORT POPLIN MEADOWS
UNINCORPORATED UNION COUNTY, NORTHCAROLINA CWS PROJECT NR. 2019-01741,
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]
lei ►1[07►[K0111►1VdM1107:7LTA Di%AI�M91=12_1:49LTA I I I1
500 N. MAIN ST., STE 70
MONROE, NC 28112
CONTACT: BRIAN HAWKINS - STORMWATER ENGINEER
PHONE: [phone]
EMAIL: [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 QUALITY
1612 MAIL SERVICE CENTER
RALEIGH, NC 27699
CONTACT: ROBERT PATTERSON - ENVIRONMENTAL ENGINEERING REVIEWER
PHONE: [phone]
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SERVICE
UTILITY I 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)
IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T
IE SPECIFICATIONS ORAPPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFYTHE PROJECT ENGINEER OF RECORD IN
RITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
;EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND I
5922 BONTERRA VILLAGE WAY, UNION COUNTY
PARCEL IDENTIFICATION: 07042010B
UNION COUNTY, NORTH CAROLINA
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LOCATION MAP
DELORME STREET ATLAS 2004 PLUS USA
SCALE: 1" = 2000'
DEVEL101
®WNEIN
LIQUID MANAGEMENT, LLC ROBERT W. & LINDA L.
231 POST OFFIC DRIVE SUITE B-8 BRIGMAN TRUSTEES
INDIAN TRAIL, NC 28079 5922 BONTERRA VILLAGE WAY
CONTACT: GENE VAUGHAN UNION COUNTY, NC 28079
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]
SHEET 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-303
PAVEMENT PLAN
C-304
SITE DETAILS
C-305 - C-307
OVERALL GRADING PLAN
C-401
GRADING PLAN
C-402 - C-403
ROAD PLAN & PROFILE
C-404 - C-406
STORM PLAN & PROFILE
C-407 - C-410
STORM SCHEDULE
C-411
PERMANENT POND DETAIL
C-412
PRE -DEVELOPMENT DRAINAGE AREA MAP
C-413
POST DEVELOPMENT DRAINAGE AREA MAP
C-414
INLET DRAINAGE AREA MAP
C-415
OVERALL UTILITY PLAN
C-501
UTILITY PLAN
C-502 - C-504
UTILITY DETAILS
C-505 - C-507
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
LANDSCAPE DETAILS
C-703
ISSUED FOR CONSTRUCTION
ION
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 MU N ICI PAL AN D/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.: NCC191801
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 04/26/2019
SCALE: N/A
CAD I.D.: NCC191801SDO
PROJECT:
MEADOWS PHASE 11
(SENIOR AGE
TARGETED)
FOR
LIQUID
MANAGMENT
LLC
LOCATION OF SITE:
5922 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 °
SHEET TITLE:
COVER SHEET
SHEET NUMBER:
c 10 1
H:\2019\NCC191801\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC191801SDO.DWG PRINTED BY: RBRELAND 10.16.19 @ 8:53 AM LAST SAVED BY: RMCDOWELL
CONTACT-MICHAEL THEBERGE, P.E.
REVISION 0 - 04/26/2019

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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 CRITERIA AND 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 LAYOUT 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 DIRECTIONAL/TRAFFIC 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.
GRADI G 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 SEQ. AND 42 U.S.C. § 4151 ET SEQ.); 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) SOIL EROSION & SEDIMENT CONTROL PLAN 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.
LIG HITING 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 WORKALL 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.
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 NC 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 11.7 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.
DRAT AGE AND UTILITY 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.0
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 THATALL 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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REVISION
REV DATE COMMENT DRAWN BY
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THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
I
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.: NCC191801
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 04/26/2019
SCALE: 1 "=60'
CAD I.D.: NCC191801SDO
PROJECT:
MEADOWS PHASE 11
(SENIOR AGE
TARGETED
FAR
L� UID
9
LLC
LOCATION OF SITE:
5922 BONTERRA VILLAGE WAY
UNION COUNTY, NC
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ENGINEERING NC, PLLC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
[e-mail]
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STANDARD DRAWING LEGEND STANDARD
FOR ENTIRE PLAN SET
ABBREVIATIONS
LIMIT OF WORK
LOW LOVV
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
CONIC
CONCRETE
DEPRESSED CURB AND GUTTER
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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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DOMESTIC
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ELEVATION
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TYPICAL
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EDGE OF PAVEMENT
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ES
EDGE OF SHOULDER
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END WALL
ACORN
LIGHT
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EXISTING
TYPICAL
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FLARED END SECTION
SIGN
FF
FINISHED FLOOR
X
PARKING
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FH
FIRE HYDRANT
COUNTS
FIG
FINISHED GRADE
G
GRADE
GF
GARAGE FLOOR (AT DOOR)
—170— —
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187
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GRADE HIGHER SIDE OF WALL
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SPOT
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C 516.0
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GRADE LOWER SIDE OF WALL
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ELEVATIONS
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GV
GATE VALVE
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SANITARY
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POLYETHYLENE PIPE
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HIGH POINT
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STORM
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HORIZONTAL
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HEADWALL
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SANITARY SEWER
SL
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INTERSECTION
LATERAL
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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
0
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
O
MH
MANHOLE
CABLE LINE
MJ
MECHANICAL JOINT
— — — — — — — — -
STORM
OC
ON CENTER
— — — — — — — — -
SEWER
PA
POINT OF ANALYSIS
S
SANITARY
S
=
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PC
POINT CURVATURE
POINT OF COMPOUND
HYDRANT
PCCR
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POINT OF INTERSECTION
O
SANITARY
O
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POINT OF GRADE
O
STORM
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PT
POINT OF TANGENCY
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POLYVINYL CHLORIDE PIPE
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R
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SQUARE FEET
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STORM
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CLEAN
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SIDEWALK
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O
ELECTRIC
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TBRL
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O
TELEPHONE
O
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TOP OF CURB
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TELE
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ELECTRIC
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TREE PROTECTION FENCE
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W/M
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#
NUMBER
PROPOSED EASEMENT LEGEND
SI
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SIGHT DISTANCE
I
STORM DRAIN
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REVISION
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.: NCC191801
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 04/26/2019
SCALE: 1 "=60'
CAD I.D.: NCC191801SDO
PROJECT:
MEADOWS PHASE 11
(SENIOR AGE
TARGETED)
FOR
LIQUID
MANAGMENT,
LLC
LOCATION OF SITE:
5922 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 =
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///11 11 0
J
rSHEET TITLE:
GENERAL
N(")TES
SHEET NUMBER:
C-103
REVISION 0 - 04/26/2019
H:\2019\NCC191801\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC191801SDO.DWG PRINTED BY: RBRELAND 10.15.19 @ 7:29 PM LAST SAVED BY: RMCDOWELL

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1. AREAS COMPUTED BY COORDINATE: METHOD.
2. PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS -OF -WAY, EASEMENTS AND RESTRICTIONS OF RECORD.
3. ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.
4. NC GRID COORDINATES (NAD83) OBTAINED BY USING GPS, PER THE NCVRS NETWORK.
S. BASIS OF BEARING SHOWN HEREON IS NC GRID (NAD 83 NSRS 2011).
6. THE PROPERTY SHOWN HEREON IS LOCATED IN FLOOD ZONE "ZONE X", AREA OF MINIMAL FLOODING PER FLOOD
INSURANCE RATE MAP 3710541800J, PANEL 1800 EFFECTIVE DATE OCTOBER 16, 2008.
7. ANY PROPERTY IDENTIFICATION NUMBERS, PARCEL ID NUMBERS AND ZONING INFORMATION SHOWN HEREON WAS TAKEN
FROM THE OFFICIAL TAX RECORDS OF UNION COUNTY.
8. ZONING: RA-40 PER UNION COUNTY GIS
9. FIELD EVIDENCE SHOWN HEREON WAS TAKEN FROM AN ACTUAL FIELD SURVEY FINISHED ON AUGUST 30, SE:PTEMBER 3-4,
11, 12-13, 2019 AND REFLECTS VISIBLE CONDITIONS EXISTING AT THOSE TIMES ONLY.
10. NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS WERE OBSERVED IN
THE PROCESS OF CONDUCTING THE FIELDWORK.
11. NO PROPOSED CHANGES IN STREET RIGHT OF WAY LINES, 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 BOUNDARIES WERE FOUND AT THE TIME OF THE SURVEY.
13. NO EVIDENCE OF CEMETERIES OR BURIAL GROUNDS WERE OBSERVED AT THE TIME OF THE SURVEY.
14, NO NCGS MONUMENT IS LOCATED WITHIN 2000 FEET OF SUBJECT PROPERTY.
15. NO TREES LARGER THAN 12" WHERE FOUND TO EXIST ON THE SUBJECT TRACT AT THE TIME: OF THIS SURVEY.
REFERENCES
DB 1434, PG 251
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PARCEL ID: 07021682
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COS 1 BONTERRA PH. 2 MAP 3
PARCEL ID' 07021681
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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 BOOK 1434, PAGE 251); THAT THE
RATIO OF PRECISION OR POSITIONAL ACCURACY IS 1:60,000; AND THAT THIS MAP MEETS THE
REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA
(21 NCAC 56. 1600)." WITNESS MY SIGNATURE THIS 15Eh DAY OF OCTOBER, 2019.
l5 •/47
CARY-H. WATTS DATE
cwattsLbomereng.com
BOUNDARYAND TOPOGRAPHIC'SURVEY
j[
FOR
LIWID MANAGEMENT, ENrT, ]LLC
5922 BONTERRA VILLAGE WAY 7
TOWN OF INDIAN TRAIL,
UNION COUNTY, NORTH CAROLINA
FILE NO BOHLER'm
1927 S. TRYON STREET
NSSC SUITE310
191801 CHAR., NORTH CAROLINA 28203
913, 272.340, - 980,272.3401 FAX
ENGINEERING NC PLLC www.bohlerermineering.com
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■ UPSTATE NEWYOR' ■ KSTON, MA a NEWYORK METRO ■ WARREN, NJ ■ PHILADELPHWSOUTHERN NJ ■ LEHIGH VALLEY, PA ■ WHEASTERN PA
10-15-2019 �RALTIMORE,MD ■ SOUTHERN MARYLAND ■ NORTHERN VIRGINIA ■WASHINGTON,DC ■ CENTRAL VIRGINiA. ■CHARLOTTE,NC ■RALEIGH,NC
FIELD DATE CREW CHIEF DRAWN I REVIEWED I APPROVED I SCALE I DWG. NO.
09-13-2019 1 AR CHW CHW 1" = 50' 1 OF 1

YARBROUGH DANIEL
NOW OR FORMERLY
DB 6576, PG 449
07-021-658
\ZONED.• SF-5 /
/
/ SALEEBY PAUL AND LAURI
NOW OR FORMERLY
DB 4902, PG 321
07-021-659
ZONED.• SF-5
/
/
/
CALDAREA JOSEPH
NOW OR FORMERLY
DB 5065, PG 094
07-021-660 /
ZONED.- SF-5 /
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CD
HUMPHRIES ROBERT
NOW OR FORMERLY
DB 7070, PG 219 /
07-021-661 / D
ZONED.- 5F-5 I
/
HART DAVID AND JULIE RE /
NOW OR FORMERLY /
DB 4935, PG 771
07-021-662
ZONED: SF-5
0
BORKE JASON \ /
NOW OR FORMERLY
DB 6549, PG 204
07-021-663
ZONED.- SF-5
RAYBORN JOHN /
NOW OR FORMERLY
DB 5352, PG 218
07-021-664
ZONED.• SF-5
JEFF & ELIZABETH MUTSCHLER /
NOW OR FORMERLY
DB 5375, PG 120
LOT 442
07-021-665
ZONED.- 5F-5
IRON
BONTERRA WLLAG
HOMEOWNERS ASSOCIAT10i
COS 2 BONTERRA PH. 2 MAP
PARCEL ID.• 0702168,
DB 5266, PG 834
DEMO NOTES:
1. EXISTING RESIDENCE, WELL AND ON -SITE
WASTEWATER DISPOSAL SYSTEM IS TO BE
DEMOLISHED/ABANDONED PRIOR TO SITE
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
BONTERRA IOLLAGE HOMEOWNERS
NOW OR FORMERLY
DB 5266, PG 834
I'QON 07-021-681
ZONED.- SF-5
NICCOLA/ WILLIAM
NOW OR FORMERLY
DB 4981, PG 301
07-042-010
ZONED.- RA-40
6�_c_
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c— —
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PNC /0' EASEMENT CONTRACTOR TO PROTECT
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DB 14P, PG 251
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WITH UTILITY COMPANY PRIOR
TO DISCONNECTION OF 5ER14CE
STORAGE
(TBR)
GARAGE
FFE==644.12'
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POPLIN MEADOWS, LLC
PARCEL ID.• 07042010C
DB 7262, PG 098
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REVISIONS 1
REV DATE COMMENT ORawr ev
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.: NCC191801
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 04/26/2019
SCALE: 1 "=60'
CAD I.D.: NCC191801SS0
PROJECT:
MEADOWS PHASE 11
(SENIOR AGE
TARGETED)
FAR
LIQUID
MANAGMENN,
LLC
LOCATION OF SITE:
5922 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]
[e-mail]
6EALo C - 04361610 0
°LNG I
\01;6115119
SHEET TITLE:
EXISTING
CONDITIONS &
DEMOLITION
PLAIT
SHEET NUMBER:
C-201
m
■
H:\2019\NCC191801\DRAWINGS\PLAN SETS\CONSTRUCTION D0CUMENTS\NCC191801SS0.DWG PRINTED BY: RBRELAND 10.15.19 @ 7:33 PM LAST SAVED BY: RBRELAND
REVISION 0 - 04/26/2019

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RBROUGH DANIEL
W OR FORMERLY
DB 6576, PG 449
07-027-658
ZONED: SF-5
,
SALEEBY PAUL AND LAURI
NOW OR FORMERLY
\ DB 4902, PG J21
07-021-659
ZONED: SF-5
,
CALDAREA JOSEPH
NOW OR FORMERLY
DB 5065, PG 094 /
07-021-660
ZONED: SF-5 ,
r
O
HUMPHRIES ROBERT
NOW OR FORMERLY
7
DB 7070, PG 219 ,
07-021-661 , o
ZONED. SF-5
HART DAVID AND JULIE RIF
NOW OR FORMERL Y
DB 49.35, PG 771
07-021-662
ZONED- SF-5
� I
o
SORKE JASON oI
NOW OR FORMERL Y
DB 6549, PG 204
07-021-66J /
ZONED: SF-5
RAYBORN JOHN \
NOW OR FORMERL Y
DB 5352, PG 218
07-021-664
ZONED- SF-5
JEFF & ELIZABETH MUTSCHLE
NOW OR FORMERLY
DS 5375, PG 120
LOT 442
07-021-665
ZONED: SF-5
SONTERRA VILLAGE
HOMEOWNERS ASSOCIATION
COS 2 SONTERRA PH. 2 MAP 3
PARCEL 1D: 07027682
DB 5266, PG 834
,
40' NCDOT ROW
21' MIN. (TYP.) 4' 2' 11' 11'
r
SEE SHEET C-302
m m m m m m m
BONTERRA VILLAGE HOMEOWNERS
NOW OR FORMERLY
#6 /RO DB 5266, PG 8.34
N 07-021-681
_ ZONED.• SF-5
LOT: 5
3694 SF
LOT: 4
2756 SF
LOT: 3
2756 SF
LOT: 2
2756 SF
LOT:1
3710 SF
LOT: 64
4362 SF
LOT: 65
2756 SF
LOT: 66
2756 SF
LOT: 67
74 2756 SF
LOT: 68
2756 SF
LOT: 69
2756 SF
LOT: 70
3710 SF
SEE SHEET C-303
NICCOL41 WILLIAM
NOW OR FORMERLY
1 DB 4981, PG J01 1 �l ■
1 ZONED-
RA-0
ZOONED: A-40
--�--� 1 k/
'k'/
PNG 10' EASEMENT CONTRACTOR TO PROTECT -
1 EXISTING GAS LINE - - - - -
■ ate_° o i'
� 1
I 1 POPLIN MEADOWS, LLC
PARCEL lD: 07042010C
DB 7262, PG 098
qWWEMNIllimp I I
2' 4' 1 21' MIN. (TYP.)
P OP. zi SLOPE �i SLOPE
5 SVI
DIST. TO BUILDING PROP' Z ROLL PROP. TRAVEL LANE PROP. TRAVEL LANE Z ROLL PROP. PRO DIST. TO BUILDING
GARAGE DOOR LANDSCAPE C&G C&G LANDSCAPE 5'S GARAGE DOOR
STRIP STRIP
(NO TREES) (NO TREES)
DRIVEWAY
NCDOT
TYPICAL STREET CROSS
SECTION A -A
N.T.S.
PROPERTY LINE
SIDEWALK
4' LANDSCAPE STRIP
Z ROLL CURB & GUTTER
PROPOSED
ROAD
TYPICAL LOT LAYOUT
FRONT LOADED UNIT
SCALE 1 "=30'
LAND USE AND ZONING INFORMATION AND NOTES:
1. APPLICANT:
LIQUID MANAGEMENT, LLC
231 POST OFFICE DRIVE
SUITE B-8
INDIAN TRAIL, NC 28079
CONTACT: GENE VAUGHAN
EMAIL: [e-mail]
PHONE: [phone]
2. PREPARER/ENGINEER:
BOHLER ENGINEERING NC, PLLC
1927 SOUTH TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
CONTACT: MICHAEL THEBERGE
EMAIL: [e-mail]
3. THIS PLAN IS BASED UPON THE FOLLOWING:
BOHLER ENGINEERING NC, PLLC
"BOUNDARY AND TOPOGRAPHIC SURVEY FOR LIQUID MANAGMENT, LLC"
JOB#: NCCS191801
DATED: 9/18/19
4. EX. SITE INFORMATION:
OWNER: ROBERT W. & LINDA L. BRIGMAN TRUSTEES
ADDRESS: 5922 BONTERRA VILLAGE WAY
INDIAN TRAIL, NC 28079
PIN: 07042010B
D.B. 1434, PG. 251
GROSS AREA: t11.71 ACRES
EX. ZONING: RA-40
5. PROPOSED SITE INFORMATION:
TOTAL PROPOSED PARCEL AREA: t11.71 ACRES
TOTAL PROPOSED ROW AREA: t0.21 ACRES
TOTAL COMMON OPEN SPACE AREA: t4.69 ACRES (40.8% OF TOTAL AREA)
REQUIRED RECREATION COMMON OPEN SPACE: N/A
APPROVED REZONING DESIGNATION: R-4
TOTAL NUMBER OF LOTS:
SINGLE FAMILY ATTACHED: 70 LOTS
PROJECT DENSITY: 11.71 ACRES (TOTAL SITE AREA) - 0.21 ACRES (TOTAL SITE ROW AREA) = 11.50 ACRES
70 LOTS / 11.50 ACRES = 6.09 DUA
TOTAL LOTS PROPOSED: 70
TOTAL STREET LENGTH: 1205 LF
6. BULK REQUIREMENTS:
7. EXISTING USE: RESIDENTIAL
8. EXISTING STRUCTURES: (1) SINGLE FAMILY HOME AND ASSOCIATED UTILITY STRUCTURES AND
A. MIN. LOT AREA PER DWELLING UNIT
2,000 SF
2,756 SF
B. MIN. BUILDING SETBACK
STREET/FRONT SETBACK
20'
20'
5' (END UNITS
SIDE SETBACK
ONLY)/ 10' (CORNER
5710' (CORNER LOTS)
LOTS)
REAR SETBACK
25'
25'
C. MAX. BUILDING HEIGHT
50'
40'
t4.73 AC; INCLUDING SWM = 5.08
D. OPEN SPACE
N/A
AC (40.8% OF SITE) CLEAR OF LOTS
E. NO BUFFERS ARE NOTED TO BE REQUIRED BY ORDINANCE
007 �
I �0
1 _ 03_ 1
I -�7
_OT:28 LOT:29 � 1
?756 SF 3710 SF LOT: 30 LOT: 31 LOT: 32 LOT: 33
3710 SF 2756 SF LOT: 34
2756 SF 2756 SF LOT: 35 LOT: 36
3710 SF LOT: 37
3710 SF LOT: 38
2756 SF 2757 SF LOT: 39 / v
2855 SF 3108 SF LOT: 40 , // J0 /H / 1
4730 SF Q
SMITH MARY FORBIS 1
NOW OR FORMERL Y
T DB 6482, PG J26 1
l 07-024-OIJ
ZONED - SF-5 1
LOT:44
LOT: 43
LOT: 42
LOT:41
4106 SF
2856 SF
2871 SF
4130 SF
CONNECTIONS
9. NO EXISTING ROCK OUTCROPS ON SITE.
10. SITE IS NOT LOCATED WITHIN ANY FEMA DESIGNATED FLOODPLAIN
11. PROPOSED MINIMUM LOT SIZE VARY WITH PRODUCT TYPE.
12. ALL 22' WIDE SINGLE FAMILY ATTACHED UNITS WILL HAVE A FULL DRIVEWAY PARKING SPACE, AND A ONE
CAR GARAGE FOR TWO SPACES TOTAL. CODE REQUIRES 2 SPACES PER UNIT.
13. MINIMUM DRIVEWAY LENGTH SHALL BE 20' FEET AS MEASURED FROM EDGE OF RIGHT OF WAY TO FACE OF
GARAGE. DRIVEWAYS AT LEAST 18' IN LENGTH ARE COUNTED AS PARKING SPACES TOWARDS COUNTY CODE
REQUIREMENTS.
14. (1) ON -STREET PARALLEL ADA PARKING SPACE IS SHOWN ON PLAN. NO OTHER ON -STREET PARKING IS
SHOWN AS THERE ARE NO COUNTY REQUIREMENTS.
15. EXISTING PROPERTY LINE IS AT CENTER OF POPLIN ROAD. PROJECT WILL DEDICATE 30' OF R.O.W. FROM
CENTERLINE OF POPLIN ROAD TO MATCH EXISTING R.O.W. SECTION ON RECORD OF 60'.
16. NCDOT DRIVEWAY PERMIT WILL BE ACQUIRED, BUT NOT REQUIRED AT THE TIME OF THIS APPLICATION.
17. CURB, GUTTER, AND SIDEWALK SHALL BE REQUIRED ON BOTH SIDES OF THE INTERIOR ROAD. ALL
INTERIOR ROADS WILL BE NCDOT MAINTAINED AND AS SUCH MUST BE BUILT TO STATE STANDARDS.
18. STREET LIGHTING IS PROPOSED TO BE A DECORATIVE ACORN LIGHT PER DUKE POWER STANDARDS. EXACT
SPECIFICATIONS AND LOCATIONS TO BE DETERMINED. STREET LIGHTS SHALL BE RATED A MINIMUM OF
9500-LUMEN, AND SHALL BE 100 WATT HIGH PRESSURE SODIUM VAPOR LOCATED AT ALL INTERSECTIONS AND
MID -BLOCK LOCATIONS WITH INTERVALS NOT EXCEEDING 250 FEET.
19. STREET SIGNS AND POSTS WILL MEET NCDOT STANDARDS.
20. PROJECT WILL REQUIRE STORMWATER DETENTION AND WATER QUALITY MEASURES IN ACCORDANCE WITH
THE UNION COUNTY CLUSTER ORDINANCE.
21. A PERMIT FROM THE STATE WILL BE REQUIRED FOR THE EROSION CONTROL PLAN.
22. THE STREET SYSTEM SHOWN ON THIS PLAT INCLUDES ONE OR MORE STUB STREETS THAT ARE INTENDED
TO BE CONNECTED TO THE ADJACENT PROPERTY AT SUCH TIME THAT THE PROPERTY IS DEVELOPED. THE
INTERCONNECTION OF NEIGHBORHOODS WITH A STREET NETWORK ENSURES THE EFFICIENT FLOW AND
DISPERSAL OF TRAFFIC AND PROVIDES FOR ADDITIONAL POINTS OF INGRESS AND EGRESS FOR EMERGENCY
VEHICLES.
23. ALL INTERSECTION TIE IN POINTS SHALL BE DESIGNED IN ORDER FOR CURB RAMPS TO BE ADA COMPLIANT.
24. THERE IS (1) KNOWN WELUSEPTIC TANK/FIELD ON SITE. REMOVAL VVILL OCCUR UNDER SEPARATE PERMIT.
25. GARBAGE IS PROPOSED TO BE COLLECTED ALONG STREET FRONTAGE FOR ALL UNITS.
26. ALL PROPOSED CLUSTER MAILBOXES MUST BE BREAKAWAY AND HAVE AN ENCROACHMENT AGREEMENT
WITH MR. BOB WELTNER (704-218-5100).
GUY & SARAH BAYS 1
NOW OR FORMERL Y
DS ,3475, PG 174
/ 07024012 1
SANDRA LEE TORRES
NOW OR FORMERL Y 1
DB 1125, PG ,3.39
07024012D 1
1' /
1
I
I
CONSTRUCTION SCHEDULE.
ANTICIPATED START DATE: SPRING 2020
ANTICIPATED FINISH DATE: FALL 2021
LEGEND
TREE PROTECTION
FENCING
LIMITS OF
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REVISION
REV DATE COMMENT DRalvNev
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.: NCC191801
DRAWN BY: RJB/AM
CHECKED BY: MAT
DATE: 04/26/2019
SCALE: 1 "=60'
CAD 1. D. NCC191801SSO
PROJECT:
MEADOWS PHASE 11
(SENIOR AGE
TARGETED)
FAR
LIQUID }
LLC
LOCATION OF SITE:
5922 BONTERRA VILLAGE WAY
UNION COUNTY, NC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
[e-mail]
Cub
SEAL o =
043610 '
1N
°'iVGI NEB ;firoyl 5119
rSHEET TITLE:
OVERALL SITE
PLAT
SHEET NUMBER:
C-301
REVISION 0 - 04/26/2019
m
■
H:\2019\NCC191801\DRAWINGS\PLAN SETS\CONSTRUCTION D0CUMENTS\NCC191801SS0.DWG PRINTED BY: RBRELAND 10.15.19 @ 7:33 PM LAST SAVED BY: RBRELAND

LEGEND YARBROUGH DANIEL
/ NOW OR FORMERLY
DB 6576, PG 449
07-021-658 NICCOLAI WILLIAM U
TREE PROTECTION // ZONED. SF-5 I DB 4981, PC JOI
FENCING I \� 07-042-010 O
ZONED- RA-40 a z o
LIMITS OF W
DISTURBANCE LOD LOD / z W U
W o
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/ EBARN -_ Z uJ� uJ> m
/ SALEEBY PAUL AND LAURI \ \ (D z W � W 5;L m
/ NOW OR FORMERLY
Z�U— � o�
— ItWQ >ZU pwZ OB 4902, PG 321 / _ -
/ 07-021-659 / J-j00 z
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ZONED: SF-5 —__ w Up2QQZQ � z
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SONTERRA VILLAGE HOMEOWNERS Q J Z U) a- Z J
NOW OR FORMERL Y M > J o 0
DB 5266, PG 834 W] _
/ \ 07-021-681 U 0
ZONED: SF-5
/ om
/ U o0
CALDAREA 10SEPH
NOW OR FORMERLY
DB 5065, PG 094 ^ REVISIONS
/ 07-021-660
/ MAIM BY
ZONED- SF-5 / O 4 O l a REV DATE COMMENT CHECKED BY
/ O l
— l
O
I
-
0
HUMPHRIES ROBERT /
NOW OR FORMERLY
LOT. 6
/ OB 70, PG 219 T> o LOT:
07-0-021-66> // I 3739 SF 2756 SF LOT: 8 LOT: 9
ZONED.• SF-5 2756 SF LOT:10
5' 30 2756 SF 2756 SF LOT:11
26' 26 3710 SF I 710 S
o F
/
26' 26, I 3710 SF LOT:13 LOT:14
2756 SF LOT:15
5 p
/ 30' 2756 SF LOT: 16 \ THIS DRAG IS INTENDED FOR MU N ICI PAL AN D/OR AGENCY
/ 6 5' 30, WIN2756 SF LOT: 17 REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
/ \ / 26' CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.
oo� 26' 26' 2756 SF 3710 SF LOT: 18 LOT: 19
PROP. HEADWALL 26' I I 3710 SF 2756 SF LOT: 20 LOT: 21
m
AND RIP -RAP ° PROP. 36"X36" 30 5 6 5' 30' 2756 SF 2756 SF 2OT:22
/ STOP SIGN (TYP.) 26 a—e
26'
/ s 26 26'
_
HART DAVID AND JULIE RlE / / °
Know what's below.
;o;; p fall before you dig.
NOW OR FORMERLY X
DB 49J5, PG 771
07-021-662 ALWAYS CALL 811
ZONED: SF-5 I I d .0 d It's fast. It's free. It's the law.
8R
/ o 90 10'X70' SIGHT
TRIANGLE — — NOT APPROVED FOR
'"�� PUBLIC \ I PROP. COMMUNITY � ° PROP. ROAD 4
\ \ \ II III e �MAIL KIOSK
PROP. 4'XTPOND 3o �
CONSTRUCTION
—
OUTLET CONTROL WEIR oI �r
CREST ELEV.=630.15' PROJECT No.: NCC191801
�� °° DRAWN BY: RJB/AM
SORKE JASON \ \ �i / I I ° I 0 ® —� 1
. ° ° - � CHECKED BY: MAT
FORMERLY o I ° LOT: DATE: 04/26/2019
NOW OR
PROP.80X10 EMERGENCY / o I LOT: SCALE: 1"=30'
4362 SF CAD I. D.: NCC191801 SSO
DB 6549, PG 204 SPILLWAY WEIR I I / PROP. PERMANENT 3694 SF °
07-021-663 DRAINAGE AND
CLASS I - 18" THICK RIPRAP I �
ZONED: SF-5 CREST ELEV. = 630.46' I ACCESS EASEMENT 1I p STOP PROP. ORNAMENTAL STREET LIGHTING PROJECT:
MAX. 15'HEIGHTAT300LFINTERVAL
EAD®WS PHASE 11
/ I 26 26'
— — / LOT:4 N LOT:65 a 26' 26' (SENIOR AGE I 2756 SF 2756 SF I I LOT: 63 26'TARGETED)
^
o ° 61
3710 SF LOT:62
PROP. WET POND I I 2756 SF 27056 SF LOT: 60 LOT: 59®R
±16,519SF 25' 60' 19, 26' 60' 25' I 2756 SF 2756 SF LOT: 58
/ I
0N 5
2756 SF
2756 SF � s 270 6 SF LIQUID
\ RAYBORN JOHN
NOW OR FORMERLY �� �� I ° MANAGMENT,
DB 5352, PG 218 LLC
07-021-664 0 / / I LOT:2 co 0
ZONED- SF-5 / b ` " l 2756 SF N J —4LOT: 67
2756 SF N
^ / ® 3 26'TYP LOCATION OF SITE:
PROP.CLASS - THICK I I EXTERIOR LOT 5922 BONTERRA VILLAGE WAY
/ RIPRAP ARMOR FOR ® � INTERIOR LOT
FOREBAY BERM I UNION COUNTY, NC
CREST ELEV. = 627.5' I LOT:1 LOT: 68
WIDTH=6' I 3710 SF 0 1 174
2756 SF
y ? I ' WIDE GRAVEL ACCESS
PROP. PERMANENT BAFFLE J 10BOH LER
o / / / ROAD (6" DEEP #57 STONE) LOT: 69 �1 ENGINEERING NC, PLLC
JEFF & ELIZABETH MUTSCHLER o PROP. 6' VEGETATED / NCBELS P-1132
/ NOW OR J75, PG >20 FORM2756 SF
DB 537ERLY / / SHELF AT SLO ES I ^ 1927 S. TRYON STREET, SUITE 310
/
LOT 442 / �° �. CHARLOTTE, NC 28203
07-021-665 �o ,, PROP. CHAINLINK POND Phone: [phone]
ZONED- SF-5 / '� FENCE WITH GATE DOORS 5 Fax: [phone]
— — — — — — — — — — — — — — — — — — NC ohlerEn com
LOT:70 I g
3710 SF
J / 1 000
\ 1
S°
o ®N
6 /RON SEAL o
' BAR - 043610 °
BONTERRA VILLAGE L — — — — — — *00
HOMEOWNERS ASSOCIATION / '°° Fiv fie' o °
/ COS 2 BONTERRA PH. 2 MAP 3
/ PARCEL 1D.• 07021682 L e D L D LO
DB 5266, PG 8.34 I �Y,� A
0 �5 19
/ SHEET TITLE:
• POPLIN MEADOWS, LLC
PARCEL ID. 07042010C
• DB 7262, PG 098
SITE PLAIT
C
J
SHEET NUMBER:
C-302
30 15 7.5 0 30
1"=30'
REVISION 0 - 04/26/2019
H:\2019\NCC191801\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC191801SSO.DWG PRINTED BY: RBRELAND 10.15.19 @ 7:33 PM LAST SAVED BY: RBRELAND