SW3191204_Plan (Set)_20200106

PLAN REFERENCES AND CONTACTS
REFERENCES
3Oill]019LlW-ra-4Ito] Ii1e3:L1W:116
SURVEY:
BOHLER ENGINEERING
"BOUNDARY AND TOPOGRAPHIC
SURVEY FOR SAVS GROUP"
CONTACT:CARY WATTS
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
DATED: 11 /14/ 19
PHONE: [phone]
♦GEOTECHNICAL
INVESTIGATION REPORT:
CESI
CONTACT: JAMES G. EAVES III
45 SPRING STREET, SW P.O.BOX 268
CONCORD, NC 28026-0268
DATED: 11 /14/2019
PHONE: [phone]
*ARCHITECTURAL PLAN:
PROGRESS DESIGN STUDIO
CONTACT: MICHAEL HAYNES
5403 DITCHLEY ROAD
RICHMOND, VA 23226
PHONE: [phone]
GOVERNING AGENCIES
*UNION COUNT PLANNING &
ZONING
CONTACT: RICHARD BLACK - DIVISION
DIRECTOR, PLANNING
500 N. MAIN ST. STE 70
MONROE, NC 28112
PHONE: [phone]
EMAIL: [e-mail]
*NORTH CAROLINA
DEPARTMENT OF
TRANSPORTATION (NCDOT)
DISTRICT 3
CONTACT: LEE AINSWORTH,III, PE
130 S. SUTHERLAND AVE
MONROE, NC 28112
_ PHONE: (704) 218^6100 r^r
♦WATER/SANITARY SEWER
UNION COUNTY PUBLIC WORKS
ENGINEERING DEPARTMENT
SOON. MAIN STREET
CHARLOTTE, NC 28112
PHONE: [phone]
DEPARTMENT
COMPANY NAME
CONTACT: JOHNNY BLYTHE - FIRE
CONTACT - POSITION
CHIEF
ADDRESS
6628 MILLGROVE RD.
INDIAN TRAIL, NC 28079
CITY, STATE XXXXX
PHONE: [phone]
PHONE: (XXX) XXX-XXXX
♦ N C D E Q
FAX: (XXX) XXX-XXXX
CONTACT: ZAHID KHAN - ENGINEERING
SUPERVISOR
*GAS
610 EAST CENTER AVENUE - STE 301
MOORESVILLE, NC 28155
COMPANY NAME
PHONE: [phone]
CONTACT - POSITION
UTILITIES
ADDRESS
*ELECTRIC
CITY, STATE XXXXX
CONTACT: KEITH HELMS
PHONE: (XXX) XXX-XXXX
UNION POWER CORPORATIVE
FAX: (XXX) XXX-XXXX
P.M. BOX 5014
MONROE, NC 28110
PHONE: [phone]
THE ABOVE REFERENCED DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THESE PLANS, HOWEVER,
BOHLER ENGINEERING DOES NOT CERTIFY THE ACCURACY OF THE WORK REFERENCED OR DERIVED FROM THESE
DOCUMENTS, BY OTHERS.
GENERAL NOTE:
IT IS THE RESPONSIBILITY OF THE CONTRACTORTO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
VORK SCOPE PRIORTO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFYTHE PROJECT ENGINEER OF RECORD IN
WRITING PRIORTO THE START OF CONSTRUCTION. FAILURE BYTHE CONTRACTORTO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
kCCEPTANCE OF FULL RESPONSIBILITY BYTHE CONTRACTORTO COMPLETE THE SCOPE OF THE WORKAS DEFINED BY THE DRAWINGS AND I
FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES.
A.R..KA 1 IEI..(-
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LOCATION OF SITE
ace
4610 OLD CHARLOTTE HIGHWAY, MONROE TOWNSHIP
9 al
PARCEL NO. 09366020
UNION COUNTY, NORTH CAROLINA
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LOCATION MAP
DELORME STREET ATLAS 2004 PLUS USA
SCALE: N.T.S.
OWNER/DEVELOPER
BARNETTE STORE, LLC
231 POST OFFICE DRIVE, SUITE B-8
INDIAN TRAIL, NC 28079
PREPARED BY
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NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
[e-mail]
CONTACT: STEVE FARMARTINO
Sheet List Table
Sheet Number
Sheet Title
C-101
Cover Sheet
C-102
General Notes
C-103
General Notes
C-104
Survey
C-201
Existing Conditions & Demolition Plan
C-301
Site Plan
C-302
Site Details
C-401
Overall Grading Plan
C-402
Stormwater Details
C-403
Pond Details
C-404
Pond Details
C-501
Overall Utility Plan
C-502
Utility Plan
C-503
Utility Details
C-504
Utility Details
C-505
Utility Details
C-601
E&SC Plan Phase I
C-602
E&SC Plan Phase II
C-604
Erosion and sediment details
C-605
Erosion and sediment details
C-606
Erosion and sediment details
C-607
Erosion and sediment details
C-701
Landscape Plan
C-702
Wet Pond Planting Plan
C-703
Mitigation Plan
C-704
Landscaping Details
C-801
Striping and Signage Plan
C-802
Pavement Plan
C-803
Sight Distance Profile
C-804
Sight Distance Profile
C-805
Arka Heights Cross Sections
C-806
Arka Heights Cross Sections
C-807
NCDOT Details
C-808
NCDOT Details
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:
LTJ
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6
IN
REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC182110
DRAWN BY: SOM
CHECKED BY: SRF
DATE: 12/11 /2019
SCALE:
CAD I.D.: NCC182110SD0
rPROJECT
ARKA
HEIGHTS
FOR
A]E KA HEIGHTS,
LLC
LOCATION OF SITE
4610 OLD CHARLOTTE HIGHWAY
MONROE, NC 28110
UNION COUNTY
r
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0 0 La TLTEHR�.
ENGHM EIERING NC, P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)30hierEng.com
rSHEET TITLE:
COVERSHEET
SHEET NUMBER:
C - 10 1
H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC18211OSDO.DWG PRINTED BY: MMOORE 12.16.19 @ 5:54 PM LAST SAVED BY: MMOORE

GaEN ERAL 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.
(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 EXCAVATIO�NS7FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS.
ACC ESSIBI]IoITY DESIGN GUID ELINE� (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 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 /o .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.
(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 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 JEROSION & SEDIA�JLJENT 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. EROSION CONTROL MEASURES MUST CONFORM TO THE NORTH CAROLINA 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 1 � d 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.
DRAINAGaE AND lLOI`I]IoITY 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.E
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.
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC182110
DRAWN BY: SOM
CHECKED BY: SRF
DATE: 12/11 /2019
SCALE:
CAD I.D.: NCC18211OSDO
PROJECT:
ARKA
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LOCATION O]F SIT E
4610 OLD CHARLOTTE HIGHWAY
MONROE, NC 28110
UNION COUNTY
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NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC )30hlerEng.com
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H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC18211OSDO.DWG PRINTED BY: MMOORE 12.16.19 @ 5:54 PM LAST SAVED BY: MMOORE

H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC182110SDO.DWG PRINTED BY: MMOORE 12.16.19 @ 5:54 PM LAST SAVED BY: MMOORE

0 47jr..
1-- N-1
1)
TOTAL AREA: 10.400 ACRES
2)
AREAS COMPUTED BY COORDINATE METHOD.
PROPERTY LINE
3)
PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS -OF -WAY, EASEMENTS AND RESTRICTIONS OF RECORD.
4)
ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.
--
ADJOINER LINE
5)
ALL PROPERTY CORNERS WERE FOUND TO BE MONUMENTED AS NOTED
__..._._.__.__ _.____._—_,___
RIGHT-OF-WAY LINE
6)
THIS SURVEY DOES NOT REPRESENT A TITLE SEARCH BY THIS FIRM.
`, _ _ — _ _
_ TIE LINE
7)
RIGHTS -OF -WAY INFORMATION IS APPROXIMATED BY DEEDS AND PLATS OF RECORDS.
8)
NO NORTH CAROLINA GEODETIC SURVEY MONUMENT WAS FOUND TO EXIST WITHIN 2000' OF THE SUBJECT TRACT.
TREE LINE
N.C. GRID COORDINATES SHOWN ARE REFERENCED TO NC GRID NAD'83-NSRS 2011, AND ESTABLISHED VIA THE
IRON ROD SET
NORTH CAROLINA VIRTUAL REFERENCE SYSTEM.
O
FOUND MONUMENT (AS DESCRIBED)
9)
BASIS OF BEARING SHOWN HEREON IS A BOUNDARY SURVEY PREPARED BY S.M. SANDY SURVEYING, DATED 3/26/17.
10)
THE PROPERTY SHOWN HEREON IS LOCATED IN FLOOD ZONE "ZONE X", AREA OF MINIMAL FLOODING, PER FLOOD
'2� 0
��
COMPUTED POINT
INSURANCE RATE MAP 3710541700J, PANEL 5417, EFFECTIVE DATE OCTOBER 16, 2008.
UTILITY POLE
11)
THE PROPERTY IS ZONED R-4 CZ BY THE CITY OF MONROE.
�sp'o0.
FIRE HYDRANT
12)
PARCEL IDENTIFICATION NUMBERS AND ZONING INFORMATION SHOW UNION COUNTY GIS.
(�so, 0
WATER METER
13)
WETLANDS AND TOPOGRAPHIC FEATURES ARE NOT ADDRESSED ON THIS PLAT.
14)
FIELD EVIDENCE SHOWN HEREON WAS TAKEN FROM AN ACTUAL FIELD SURVEY CONDUCTED ON JULY
BENCHMARK
22, 2019 AND REFLECTS THE VISIBLE CONDITIONS EXISTING AT THAT TIME ONLY.
DB 4223, PG 248
DB 7288, PG 554
BOUNDARY SURVEY PREPARED BY
S.M. SANDY SURVEYING, DATED 3/26/17
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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 7288 PAGE 554; THAT
THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN FROM RECORDED INFORMATION
AS NOTED; THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY IS +1:10,000; AND THAT
THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING
IN NORTH CAROLINA (21 NCAC 56. 1600). THIS 11th DAY OF DECEMBER, 2019.
LOCATION MAP
NOT TO SCALE
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41 \ / \\ \ 13" OAK
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15" OAK 421 423
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426 425
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---
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. i
\
EX. EDGE OF
PAVEMENT
410
409 14" OAK
25" OAK 408
22" OAK
407
18" OAK
406
� FRAME I \ �� i N I
EX �;A �o� RESIDENCE
40" OAK()BR) (TBR) / I
L NES 5�0 5 9�S / / \ \ ✓ 665 I I
51 I I (TBR); �\ x` ' 38 i9 OAK TBR I I
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42" OAK(BR) , � .. \'a. �
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TAX 1D.• 09-366-020F FUTURE 8'" WATER MAIN (BY OTHERS, SEE PLANS
PREPARED BY KENNEY DESIGN GROUP, P.A. TITLED
HARKEY CREEK PHASE 2"
I I I I
I �
I I I
DEMOLITION LEGEND
EXISTING NOTE
TYPICAL NOTE TEXT
DEMOLITION NOTE
EASEMENT
LINE
-
-
CONCRETE CURB &
GUTTER
-
FENCE
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UTILITY POLE
PPca.)
LPCQ>
LIGHT POLE
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ry
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WATER LINE
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SEWER
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SANITARY SEWER
MAIN
HYDRANT
SANITARY
MANHOLE
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®
STORM MANHOLE
0
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STORM INLET
t
HEADWALL
WELL LOCATION
L 1
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WATER METER
®WM
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ELECTRIC METER
r
GAS METER
WOODS
\ -
N/F RIM=663.35
TAX ID.- 09-366-154 /NV 1N=661.12 DI
lNV OUT=660.79 R1M=656.65
s lNV 1N=656.87
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CONCRETE
'BY OTHERS; 5E£ PLANS
--------------------------------
MONUMENT
WRE-13�BY KENNEY DESIGN
N.•472, 698.127
GROUP, P.A. TITLED "HARKEY
E.•1,5123,72.804
CREEK PHASE 2"
EX. CIL CURRENTLY
EX. PROPERTY LINE
ACTING AS PROPERTY I
LINE. SEE SITE PLAN I
FOR ROW DEDICATION
DETAILS
I
1
DEMO NOTES.
1. EXISTING RESIDENCE, WELL AND ON -SITE 1
WASTEWATER DISPOSAL SYSTEM IS TO BE 1
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 I
ENVIRONMENTAL HEALTH TO OBTAIN I
NECESSARY PERMITS.
2. SEE LANDSCAPE PLANS FOR TREE
PRESERVATION CALCULATIONS
LEGEND
TREE PROTECTION
FENCING
LIMITS OF
DISTURBANCE
LOD LOD
40 20 10 0 40
1 "= 40'
01
REVISIONS
REV DATE I COMMENT I BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC182110
DRAWN BY: SOM
CHECKED BY: SRF
DATE: 12/11 /2019
SCALE: 1 "=40'
CAD I.D.: NCC18211OSSO
PROJECT:
ARKA
HEIGHTS
FOR
ARKA HEIGHTS,
LOCATION OF SITE
4610 OLD CHARLOTTE HIGHWAY
MONROE, NC 28110
UNION COUNTY
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
SHEET TITLE:
EXISTING
CONDITIONS &
DEMOLITION
PLAN
SHEET NUMBER
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2" ASPHALT SURFACE COURSE (S 9.513)
0
1.5" ASPHALT SURFACE COURSE (S 9.5B)
TRUNCATED DOME PATTERN
1.5" ASPHALT BINDER COURSE (S 9.5B) EDGE OF CURB MAX 2% IN ANY DIRECTION
d AT LANDING
a
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" COMPACTED STONE BASE e ° d " e d '
8" COMPACTED STONE BASE ° d' n < ° °
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-I I �—III—� I I=1 I I=III III=III=� I I=1 11— 11—I I I-1 I I-III=III=III=III=1 I I—� -I I �—III—� I I=1 I I-1 I �=III=III=� I I=1 11—I I I —I I I-1 I I-III=III=III=III=1 I I—� DOME PATTERN ®� g z w m
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III—III—III=1 �'- 1:12 SLOPE C� � � � � ® � N
COMPACTED SUBGRADE COMPACTED SUBGRADE FLUSH CURB ® g o
(PER GEOTECHNICAL REPORT) (PER GEOTECHNICAL REPORT) 5'-0'I SEE SITE PLAN a FOR DIMENSION
NOTE.
MIN. P
F�
NOTE. NOTE. 44
44 o z
1. SECTION SHOWN PER GEOTECHNICAL REPORT PREPARED BY CESI, ENTITLED
SUPPLEMENTAL GEOTECHNICAL ENGINEERING EVALUATION, DATED 11/14/2019 ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA 1. ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT
g
(PROJECT #190512.000). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE ACCESSIBLE GUIDELINES. ADA ACCESSIBLE GUIDELINES.
AVAILABLE ON COMPACTED SUB -BASE. N
o
0
HEAVY DUTY ASPHALT PAVEMENT SECTION STANDARD DUTY ASPHALT PAVEMENT SECTION ADA ACCESSIBLE RAMP DETAIL ADA ACCESSIBLE RAMP DETAIL
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE REVISIONS
REV DATE COMMENT BY
PAVEMENT DIMENSIONS ON PLAN VIEW PAVEMENT DIMENSIONS ON PLAN
REFER TO FACE OF CURB VIEW REFER TO FACE OF CURB 12"
Z-O" Z-O" REFLECTIVE ALUMINUM
CONCRETE PAVEMENT SECTION LEGEND AND BORDER - GREEN
6" 1" 6" RESERVED WHITE SYMBOL ON BLUE BACKGROUND
PARKING BACKGROUND - WHITE
TYPICAL AT ALL ADA SPACES
PAVEMENT SURFACE
TACK COAT (SEE PAVEMENT DETAIL)
(APPLIED AT A RATE
OF 0.2 GALLONS/S.Y.) r 1-1/2"R 1-1/2"R
THIS SIGN TYPICAL AT ALL "VAN
ACCESSIBLE" PARKING SPACES
A
a;
.. .: ... ;fir+. :.�.:�.. ��«.. '• .j•� .1.�., •?.
ACCESSIBLE
PENALTY SIGN WITH WORDING AS
SPILL CURB & GUTTER COLLECTOR CURB & GUTTER REQUIRED BY STATE OR LOCAL LAW
NOTES.
1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS.
2. CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB.
3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT. GALVANIZED "U" CHANNEL POST KNOW WHAT'S BELOW
4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-0" O.C. TOOLED 1/4" (t1/16") WIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, AND ALL P.C.'S. ALWAYS CALL 811
5. GUTTER PAN SLOPE TO BE ADJUSTED WITHIN ACCESSIBLE PARKING SPACES TO MATCH SLOPE BETWEEN SPOT ELEVATIONS.
LL 2 � 4" DIA. SCH. 40 GALVANIZED STEEL PIPE BEFORE YOU DIG
o BOLLARD PAINTED OSHA YELLOW FILLED It's fast. It's free. It's the law.
00, I WITH CONCRETE
CONCRETE -TO -ASP -ASPHALT DETAIL CONCRETE CURB & �GlL7�I`T ER D E�I`AIL o � l NOT APPROVED FOR
NOT TO SCALE NOT TO SCALE o CONSTRUCTION
o w m P PAINT CONCRETE BLACK AFTER
r� 0 CURING AT ASPHALT LOCATIONS
PROJECT No.: NCC182110
2' MIN. CLEAR ZONE I DRAWN BY: SOM
(TYP., LT. & RT.) 6 CHECKED BY: SRF
6666 4000 PSI CONCRETE DATE: 12/11/2019
j SCALE: 1 "=60'
U CAD I.D.: NCC18211OSDO
EX. CONC. PROP. CONC.
VARIES PAVEMENT PAVEMENT 6" CONCRETE 4" COMPACTED STONE BASE °• D PROJECT:
°
2% MAX. CROSS SLOPE i' ARKA
P EPDXY DOWEL @ 18ATED 0 C. 6x6 WWM (10 GA.) °V ° HEIGHTS
P—III=III=III :.,.: � :'.:: ;t: �' - ::':':::.j:-<.:•::.'::.::..:,::'.:<.::. +.: ,.:'�:;..'., �'::'. I I=III=III= .....-....: .. ............... .. _, .......; ....:.....: :.:.... , ..,...::.::.., .. _ _ _ _— — — — — — — — — = o
.�. _III —III —III —I III —III —III—
I — — — —' EXPANSION JOINT MATERIAL :'t. ;-;.:•,<:,••::.,:;;..-'' :,.. ,, :...... ,, f :..,.......::. ...:, .. — — — — — — _ _ _ _ _ _ _ __
I—III—III=III I I—III—III-1 GROUT
-I 11=1 11=1 11
-1 1=III=III=III=III=III—III=III=III=III III IIII—III r ,:: III=III=III=III=III ° III=III=III=III=III=III=III=III=III ARKA HEIGHTS
_-_
=' ' ` r� ' ' �` ` ' III III III III III III —III —III —III —III —III —I I I� III —III —III —III —III —_III , _
4" CLASS A CONCRETE —III—III-III—III III III —III -III —I I —III—III— LL(�
—1 I -- .. I I, ; I I 1=I 1 I=I 1 I=I 1 I, ;III III —III —III —III —III I I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 I I
111-111—III_ II=1II—III—III—III—I ° p __—
COMPACTED SUBGRADE (PER (300o P.S.I. @ z8 DAYS) — — — — — — — — — — — — — — — — — —_ _ =I I I —I I I —I I I —I I
4" -11II I _ I11=1 11=1 1,I11I
COMPACTED SUBGRADE I—II—=III=III= III_=III 1IIIII—
GEOTECHNICAL REPORT) THICK, COMPACTED (PER GEOTECHNICAL REPORT) III I
I =II=III II_=1IIIII_=1IIIII_=1IIIII_=1IIIII_=1IIIII_=1IIIII_—
1II
11=1 I i
STONE BASE (TYPE 2a) I I=III—I I —III —III —III —III —I I —I I I —I I I —I I I—III—III=III LOCATION OF SITE
NOTE. =III III —III —III —III —III III—III—III—III=III=
—I I=1 I1=1 I1=1 I1=1 I1=1 I =1 I1=1 I1=1 I I— 4610 OLD CHARLOTTE HIGHWAY
NOTE.
1. SECTION SHOWN PER GEOTECHNICAL REPORT PREPARED BY CESI, ENTITLED MONROE, NC 28110
NOTE. 1. CONTRACTOR TO BLOWOUT DUST FROM DRILLED HOLES PRIOR TO APPLYING SUPPLEMENTAL GEOTECHNICAL ENGINEERING EVALUATION, DATED 11/14/2019 1'-6"
1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED GROUT. (PROJECT #190512.000). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE UNION COUNTY
AVAILABLE ON COMPACTED SUB -BASE.
AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL®��°
TO SIDEWALK WIDTH.
ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT
WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES
0 00 � ���
CONCRETE SIDEWALK DETAIL CONCRETE DOWELING DETAIL STANDARD DUTY CONCRETE SECTION BOLLARD MOUNTED ADA PARKING SIGN DETAIL ENGINEERING NC, PLLC
NCBELS P-1132
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
CONCRETE FILL TO BE ROUNDED Fax: [phone]
FOR PROPER RUN OFF
[e-mail]
PAVED SURFACE/ CONC. PAD--,,,.
6" CONCRETE 8" COMPACTED STONE BASE 3' TAPER
_45
' CURB 3' TAPER 4" DIAMETER STEEL PIPE FILLED �\\\ �y
BREAK W/ CONCRETE PAINTED TRAFFIC `�\ oFESS /�°
[-6x6 WWM (10 GA.) YELLOW AND EMBEDDED IN _ ° ° '�y°°
CONCRETE BASE -
v = o -
- GUTTER PANo
'g'
,a
0
;., FULL HEIGHT CURB P OF ASPHALT OR
1" RADIUS CONCRETE SLAB L °°°NG I NE�o °
3' RIP -RAP PAD �° FN
__ _____ ___ __ 2
I=I I I=I I I=I I I=I I I=1 I I=1 I I=1 I I=1 I I=1 11=III=III=III=1 11=III=III=III=III=III= ���� i=I I=I I=I I t I I=I I=ITI-
I �� II I I, ;III-1 I I-1 I I, ;III ;IIII ; ,III-1 I —III—III—III IIII-11III111III11 (IIII I I-1 STD. CURB (PER SITE PLAN) 3000 P.S.I. CONCRETE I I —III —III —I III —III=
_— I I=III f,' I I —III —I SHEET TITLE:
� I —I-- '. III —_III:
COMPACTED SUBGRADE _ _ o
1" RADIUS
(PER GEOTECHNICAL REPORT)T —III — III —I I ` I I —III— -
PAVEMENT SURFACE III—III—_ III —I : ;;' ..° III—_ I � II M
I —I I I —I I I —I I I. ': I I —I I I=
I —III —I I I —I I I" x°: > I I —I I I
3' TAPER BREAK 3' TAPER =III —III —III —I ". s' . III= ���� �������
—I I I —I I I —I I I _
III=1 I
-I I = I., I I I I I I-1 I I-1 I I 1
JEL EVATION NOT Ev
1. SEE SITE PLAN FOR LOCATION(S). SHEET NUMBER:MIN.
C-302
HEAVY DUTY CONCRETE SECTION CURB ]BREAK DETAIL CURB TAPER DETAIL BOLLARD DETAIL
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC18211OSDO.DWG PRINTED BY: MMOORE 12.16.19 @ 5:55 PM LAST SAVED BY: MMOORE

H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC182110GPO.DWG PRINTED BY: MMOO RE 12.16.19 @ 5:56 PM LAST SAVED BY: MMOO RE

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840.03
43" NOTE: USE TYPE "E", "F" AND "G" GRATE
UNLESS OTHERWISE NOTED.
PLAN
FRAME,GRATE, & HOOD ASS'Y
SECTION - AA
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SHEET 1 OF 2
840.03
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E
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<- ,- ` D
¢�H AID
CZ,ma
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FOR MANHOLE COVER & FRAME
P LANOPTIONAL SPACED 6"
C. TO C.
BRICK MAY BE USED
TO ADJUST FRAME &
COVER TO SURFACE
ELEVATION MAX. 1'
OUTLET PIPE
E OR F 1%2"
T A 1
INLET PIPE SECTION
C-C OR D-D
SECTION X-X
�c
6"
1j" X 6"
EXP. JOINT
9"
6" a i
- B
3
B.
6 SEE NOTE 3 DOWEL
SECTION Y-Y
Y
PLAN
WITH GRATE & FRAME REMOVED
SECTION X-X
GENERAL NOTES:
CHAMFER ALL EXPOSED CORNERS 1"
USE CLASS "B" CONCRETE THROUGHOUT.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR
#4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
T #4 BAR
NIT
DOWEL
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS "A"
TOP SLAB
DIMENSIONS
CUBIC YARDS
IN BOX
TOTAL QUANTITIES
BOX AND SLABS
DEDUCTIONS FOR ONE
PIPE CU.
PIPE
SPAN
WIDTH
HEIGHT
D
A
B
H
N0.
LENGTH
E
F
TOP
SLAB
BOTTOM
SLAB
WALL/
FT, OF HT.
LBS.
REIN'F
CU. YDS.
MIN. "H"
C.S.
R. C.
12"
2'-0"
2'-0"
2'-3"
12
2'-9"
T-0"
T-0"
0.167
0.167
0.185
22
0.750
0.015
0.024
1.5
2'-3"
2'-3"
2'-6"
12
3' 0"
3'-3"
3'-3"
0.196
0.196
0.204
24
0.902
0.023
0.036
18"
2'-6"
2'-6"
2'-9"
14
3'-3"
3'-6"
3'-6"
0.227
0.227
0.222
1 30
1.065
1 0.033
0.049
24"
3'-0"
3'-0"
3'-3"
16
3'-9"
4'-0"
4'-0"
0.296
0.296
0.259
40
1.434
0.059
0.085
30"
3'-6"
3'-6"
3'-9"
18
4'-3"
4'-6"
4'-6"
0.375
0.375
0.296
51
1.860
0.092
0.127
36"
4'-0"
4'-0"
4'-3"
20
4'-9"
5'-0"
5'-0"
0.463
0.463
0.333
64
2.341
0.132
0.178
42"
4'-6"
4'-6"
4'-9"
22
5'-3"
5'-6"
5'-6"
0.560
0.560
0.370
77
2.878
0.180
0.243
48"
5'-4"
5'-4"
5'-3"
26
6'-3"
6'-4"
6'-4"
0.743
0.743
0.407
111
3.623
0.235
0.317
54"
5'-10"
5'-10"
5'-9"
28
W-7"
6'-10"
6'-10"
0.865
0.B65
0.444
126
4.283
0.297
0.401
60"
6'-6"
6'-6"
6'-3"
30
7'-3"
7'-6"
7'-6"
1.042
1.042
0.481
145
5.090
0.367
0.495
66"
7'-1"
7'-1"
6'-9"
32
7'-10"
8'-1"
8'-1"
1.210
1.210
O'5111
169
5.917
0.444
0.589
WEEP HOLES GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS 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
X 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.
CONSTRUCT WITH PIPE CROWNS MATCHING.
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN.
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
.Vr 1IVU I IIAU1U[IN 1HL)
)P ELEVATION
840.16 FRAME -
RATE
(SEE NOTE)
MAX. PIPE THIS SIDE
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FT. HT.
cONGRiE
-MINIMUM
HEIGHT, H
C.M.
R. C.
12"
3'-0"
2'-0"
2'-0"
0.222
0.222
0.592
0.015
0.026
15"
2'-3"
0.648
0.023
0.036
181,
2'-6"
0.703
0.033
0.049
24"
3'-0"
0.814
0.059
0.085
30"
3'-0"
2'-0"
3'-6"
0.222
0.222
0.925
0.092
0.127
#4 BAR
N
s"
DOWEL
z
00
<Q
Q
Fz-1
LL
J0H
O O x Z
W QZLLx
Q 0 = O H
H-
U) LL 0 _j
o ocf)a
Z jr, H
1
W
0
o X
LL O -
0 CO LLI
O z H
Q I..I < d
o Q _
Q J (0
= z Q (o
z
o O CC
< W o
U)
LLJ
r
jy H
p z
Q O
V
cr
840.31
Z
00
�Q
Q
FZ-I CC 0 .
ILL
J
0 _L
o Cn x
LL1Q Z ULx
QU�01�-
H-
(/)HLLOJ
oo�Q
Z FH
1 �~
Win
O
LL W
(D J
H Z W
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a
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0 co
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z W x
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(n W _
y cc N
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840.14
GENERAL NOTES 2'-0D W T As z
o� �� �>
< � USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. INTERNAL MIN. MIN. MIN. CIRCUMFERENTIAL F- <
1 Z CONCENTRIC Q
Q
F-
Cn O FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS DIAMETER WALL TOP/BOTTOM AREA OF STEEL Q
D H O CONE SECTION
I- U) ACCORDANCE WITH AASHTO M199. (FT.) THICKNESS SLAB THICKNESS PER VERTICAL FT. FZ-I CC C-)
H Z = D ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12" (IN.) (IN.) (SO. IN.) WO 0 = Z
= O m n m FROM THE TOP TO THE BOTTOM OF THE MANHOLE. W Q Z LL ^
m O WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT 4 4 6 0.12 Q U O N
Z x -0 O m THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM 5 5 8 0.15 H = Z W
0 0 �r-I OF 9" ABOVE THE GROUND AT OTHER LOCATIONS. 6 6 8 0.18 Cn ~ U O J
[[ H
n = � Z LIMIT DEPTH OF FILL TO 30'-0" FROM FINISH GRADE TO TOP OF 0 O CD CC
D BOTTOM SLAB. D Z
Cn H r THE IN. SLAB THICKNESS 'T' IS THE DIMENSION OF THE r IL 0
Z THINNEST PORTION OF THE TOP/BOTTOM SLAB. ALTERNATE CONE SECTION 2�- ` W
N GRADE RING �� T 0
* TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS MIN. AREA OF STEEL
A DISTINGUISHABLE TOP AND BOTTOM. ° IS 0.07 in.2
ECCENTRIC CONE
m'D'+2'W' W
C7 ADDITIONAL 6" MAX. SPACING L u
1" MIN. OF CIRCUM. R/F
D CLR. #4 REBAR LOCATE WALL REINFORCEMENT
CO IN MIDDLE THIRD OF WALL o
m .•.;,. n .• ;;.: e: 2 Q
Z 1" MIN. O
Be O CLR. USE MIN. AREA OF STEEL IN TOP n• LL
r SLAB OF #4'S @ B" CTS. STEP STD.
_ Z 0 EACHWAY/EACH FACE *. NO. 840.66 Z
N 0 x FLAT TOP SLAB As (CIRCUMFERENTIAL ~' G O-
r Z
cn FRAME AND GRATES BTD. NO. REINFORCEMENT) Q H
m TRAFFIC BEARING 840.37 a
= Z ADDITIONAL #4 EACH LONGITUDINAL
-Phv SIDE OF OPENING (1" NONTRAFFIC BEARING: 840.22 ADDITIONAL #4 EACH REINFORCEMENT O LL) co
C D CLEAR OF BOTTOM FACE 140.24 SIDE OF OPENING (1" RISER
*' PLACE BARS DIAGONAL 640. 00 CLEAR OF BOTTOM FACE) "_
OD O TO CORNERS (TYP. ) 640.29
Z
v 840.33 =
DD - - - rWr 'DI 'W' J ~
FRAME & GRATE i ` O
m _ SEE STD. 840.54 = = r
Z 7 _ _ _ _ _ X r i �X FOR MANHOLE BASE
RING AND COVER z J
O I- - JL =-II I l 1 � . r c J
_IL _ ;I I ; t k]e)�j �� REINFORCED CONC. W
\ �--JL--11 r 1 1 �(� - e, e, ...e,. -FIG. (SEE STD.
`-y r 7 .:io• ..•y':s'w :•: ;s':rr :•.•r;:io'':.•c 1525.01 IF N
m X \ , _ - r I USE MIN. AREA OF STEEL REQUIRED) Q
I
\ ♦ 7 - I IN BASE SLAB OF Lu
m
`` ir' ``� ice' ILu
------FOOT EACH12 in PER LINEAR - - - - - -
,
_ d
TYPICAL MANHOLE SECTION
SHEET 1 of 1 GRATED INLET OPTION MANHOLE OPTION SHEET 1 of 1
840.52 840.52
..
1" MIN.
CLR.(TYP)
;
•'
•v
4x4 W4xW4
:q
WWF (LAP
WWF 6" ON-
TO FABRIC)
o• v
GENERAL NOTES: Z
O
THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING STANDARDS: H
�f �r"•4�
=6-
�f ��
840.04, 840.05, 840.14, 840.15, 840.31, 840.32, 840.34,
840.35, 840.36 AND 840.41.
QQ
Z <
1" MIN.
{•�=a
V
* INSTALL AND PAY FOR PRECAST DRAINAGE STRUCTURES IN ACCORDANCE
H 0 C3
CLR.
TYP
( )
SECTION
VIEWS
WITH NCDOT STANDARD SPECIFICATION SECTION 840.
WO _J a = z
* USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE.
2 Z
OPTIONAL JOINT
DETAILS
* USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A185
U
WELDED WIRE FABRIC (WWF).
O
Q
#5 REBARS
@ 12"
* LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB TO 15'-0".
F- F_W
CENTERS (HORIZ.
& VERT.)
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH OSHA STANDARD
1926.704.
cr LLC,1--1 Q
O Coo) cr
(USE WITH
* ORIENT STRUCTURES SO THAT CORNERS WILL NOT BE CUT OR MODIFIED
Z • j
4' X 4' &
LARGER
UNLESS ALLOWED BY DETAIL IN PLANS.
N
(L H
DRAINAGE
STRUCTURES
* PRECAST ALL ELEMENTS TO MEET ASTM C913.
T
W 0
TYPICAL)
- 'L' BARS WITH
* FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE
1'-6" LEGS OR BRICK IN ACCORDANCE WITH STANDARD 840.25.
PLAN VIEW OF BASE UNIT * PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH
STEPS 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
6" L' OR 'W' fi" * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR IF
MIN.
MIN.
THE SAME MIN. AREA OF STEEL IS PROVIDED.
* SEAL JOINTS WITH AN APPROVED SEALANT (SEE SECTION 840 OF NGDOT
i
co* STANDARD SPECIFICATIONS.
#4 REBARS @
LIMIT MAXIMUM STRUCTURE SIZE INSIDE CLEAR DIMENSIONS
#4 REBARS @
6" CENTERS
m
TO 6'-0" X 6'-0".
:i)
EACHWAYITE
'°: EACH WAY
* THE OUTSIDE PIPE DIAMETER PLUS 2" IS THE MINIMUM STRUCTURE
LL a W
IN
SIZE OR THE OPENING REQUIRED FOR GRATE AND FRAME WHICHEVER
0
'o
CENTEROTHIRD
TYPICAL PRECAST
IS GREATER.
W
OF WALL
ROUND MANHOLE MAY BE USED IN LIEU OF SQUARE PROVIDED 2 EXTRA
,Zy
RISER SECTION
#5'S ARE PLACED ON EVERY SIDE NOT ADJACENT TO A WALL. SEE STD.
3 d
DWG. 840.34 FOR MANHOLE INSTALLATION.
c
0
m > y PRECAST RISER PLANcc N
y m v 2 #5 BARS EACH SIDE O Q
z OF OPENING FULL SPAN _ .Z4 6" L' 6" Z W W
Cv 1" MIN. CLEAR 'O MIN. MIN. H m Q
O m cn
I L' OR 'W' + 2 WALLS " S N a
z o, 1 MIN. CLR. O
C m I 64 CENTERS W_ �,,, .�. H LL O STEPS
m m I¢ REBAR
ro 4x4 W4xW4 J o v' .o' „ c7 a 0
a O I 3 o WWF ( LAP WWF CO D' O' D' Z
6" ONTO FABRIC) C H CID
D ' .. •.Q. Q: 0 ' W
I- R - - - - - - - - - OPENING1 "@ #5 REBARS 12"
CLEAR (SEE NOTES) CENTERS
LOCATE OPENING Z TYPICAL SECTION •' :_°' �/°'
AS REQUIRED m
(SEE NOTES) TOP SLAB Z
of 1 6" 'L' 6" TYPICAL SECTION
.46 MI"' PLAN TOP SLAB MIN. OF BASE UNIT
v
m
H Z
D H o
DETAIL SHOWING TYPES OF GRATES
USE ACCORDING TO WATER FLOW.
2` 113/" 2 rr
1 1/22 "�
z
0 Cn
>`
Q Q
Z < U
mZm=�
B
CD
�JIL
OOmC-)
= m z m0
n rr n r rr
TYPE G TYPE E TYPE F
A A 1 rr� I 9/8"
O O O S
WQZW ^
F_ U m o H
Z o m
\v
cT
��LL0 J
v z
D y D
�- WATER FLOW -� �-
SAG WATER FLOW -•-
T
T I9
Z IEEEH
H
2E
1
B �2 1 4 rr
CL
' 0
- - - - - - - - - - - - - - - - - - - - - - -
H ih rrrr
���"� SECTION B-B
O-n
----------------------------•------
1 rr 21/4" I
m
z
WATER FLOW SAG �- WATER FLOW �-
1�-
G~
O O Q
LL
cn r
SECTION A -A
= m
r"mc~n
z =
TYPE "F11 TYPE "E,, TYPE "G"
TYPE - E
z =
Z
cn
A Z
Q
Q Q
9 RAISED FLOW ARROW
D
z y
Q.
RAISED FLOW ARROW 2
3"
1s HIGH 2�'1 Imo-
Q
N a
N vv
%s" HIGH -�
QD
Q W 0
0 � z
v� O
Q O
1 rr
Q =cn
�
> Z
1 rr _m
\ I
z
O v Z
= 0
D TO
1 it
O
'//]
a ♦✓ T 1 ig rr CRC
13/" Y
cl) W W
C��S
O
Q' 1Y2 rr
1�rr
1�2rrR
f01
z
11/2n 1n l
2'-113/4r
11/2rr 11/2''1f /grr
T
2'-113/41r �grr
1�2n
W 0
LL
SECTION A -A
=LL81%2"13/4
SECTION A A
SHEET 2 OF 2
SHEET 2 OF 2
840.03
840.03
v
v m
H �
1 1' Z
70000
r O TIRO
1_4 --Am:D
=0Zym
=Cn00
O
m
�DDD
In 0
o
Z �
m
0 Z
O 0
z H
j OCD
=
N
m
=mZ
c C) D
� -1v
D
F•-I cL
_v W H
m N z
O
H m
z p
BACK OF CURB -
r-m► X
PLAN
X
SECTION Y-Y
RISER HT.
VARIES
A _ -
0 6"
0
'o
WHERE 30" TO 36" PIPE IS USED
RISER HT.
VARIES - - - -
PA
0
WHERE 42" TO 54" PIPE IS USED
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION
Y
SECTION X-X
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 B" WALLS AND BOTTOM SLAB. ADJUST
QUANTITIES ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
6„
6"
D vb
EC
"
T
SECTIONv J-J
WHERE 30" TO 36" PIPE IS USED
SEE NOTE
L
PLAN
WHERE 42" TO 54" PIPE IS USED
J
A
A
a,
of o
PLAN
Z
00
Q Q
H2=C.)
LL J a 1 Z
o0Ux
ccLu Z
H-0cc0
H
►-1
c)HLLOJ
0OCDQ
Z 1 ,1­4
9� �0
Q
o Z
LL m
0 CA
Z
CC M
c = 0-
0 z
cr o LO
Qcc
W =
H-H�
In UJ
N
U) r
H z
J O
0 V
Z
W
0
[�
f o0
Q OLT
44
O
44
�o
cQ
- `w
Pf) o
44 g � m
44 oz
u" a w
pp w
P4
U -
PH �oC
--
�LL
o
o
REVISIONS
REV DATE I COMMENT I BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC182110
DRAWN BY: SOM
CHECKED BY: SRF
DATE: 12/11 /2019
SCALE: 1 "=60'
CAD 1. D.: NCC182110GPO
PROJECT:
AKA
HEIGHTS
FOR
ARKA HEIGHTS
LLC
LOCATION OF SITE
4610 OLD CHARLOTTE HIGHWAY
MONROE, NC 28110
UNION COUNTY
0 00 L �TE I
11INGIIN EEKING NC, P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
rSHEET TITLE:
S7["ORMWA7["E1I�
DETAILS
SHEET NUMBER:
C-402
H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC182110GPO.DWG PRINTED BY: MMOORE 12.16.19 @ 5:56 PM LAST SAVED BY: MMOORE

TRENCH WIDTH
_
I I
TRENCH
III
WIDTH
_
-III
-I GRADE
111� _
I
_
-III
I I
III7
M I
II
-I1 I-
I= -I I
I -I I
z
FF
I
I�
-ICI
w
W
�18
-III
III
IIIII
IIII
O IIIII
0
�I-IIII
�J
a
III
_-III
6' I I I
III
a
e a
a
12" -III
I 1 I
-I a '��°.
O-RING a .
.
6"
24°.
" RCP I ' e
=III
I II
-I ° I 116
-III
ANTI -SEEP
-I I
III
n
I II
° a
° °
II I I
COLLAR
I
D_'
I I
d: 'a ..
I I
d
da
d
°
12"
-III
I I 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
ANTI -SEEP COLLAR
NTS
SCREW TYPE PLUG
6"
4" PVC PIPE AND TEE
'PERMANENT POOL
61
BOHLER ENGINEERING DETAIL
PVC CAP WITH 2.0" HOLE DRILLED PER WATER
QUALITY ORIFICE SIZE LISTED FOR WET POND
NOTES:
1. DRAW DOWN ASSEMBLY SHALL NOT BE INSTALLED UNTIL WET DETENTION BASIN IS
STABILIZED.
DRAWDOWN ASSEMBLY
NOT TO SCALE
BOHLER ENGINEERING DETAIL
TEMPORARY SEDIMENT CLEANOUT ELEV. = 659.00'
INFLOW
�i BOTTOM OF TEMPORARY SKIMMER BASIN = 658.00'
(SEE EROSION CONTROL PLANS)
3:1 SIDE SLOPES
SEDIMENT CLEANOUT ELEV. 657.00'--/
BOTTOM OF POND ELEV. 656
- L 100-YEAR STORM EVENT @ ELEVATION 662.79'
V 25-YEAR STORM EVENT @ ELEVATION 662.34'
L 2-YEAR STORM EVENT @ ELEVATION 661.11'
TEMPORARY POOL (1" WQV) @ ELEVATION 659.47'
L PERMANENT POOL @ ELEVATION 659.00'
CLASS 1, 15" THICK RIP -RAP BERM
CREST ELEV. = 658.50'
PUMP TO DRAIN IF
NECESSARY FOR POND
MAINTENANCE
MENT CLEANOUT ELEV. 657.00'
BOTTOM OF POND ELEV. 656.00'
GENERAL NOTES: WHET POND I (WEST) CIROSS
1. SEE WET POND PLANTING PLAN FOR
LANDSCAPING REQUIREMENTS SECTION
2. POND TO BE LINED WITH COMPACTED CLAY
WITH INFILTRATION RATE OF 0.01 INCHES PER
HOUR OR LESS
NTS (10:1 VERTICAL EXAGGERATION)
FABRICATED ALUMINUM BAR C
GRATE TRASH RACK WITH TOP OF POND ELEV. 664.00'
5"X5"OPENINGS - - - - - - - - - - TOP OF RISER ELEV.661.50'
24"X12" RECTANGULAR WEIR
ELEV. 659.75' 24"X12" RECTANGULAR WEIR
ELEV. 659.75
4' X 4' BOX STRUCTURE
(INTERNAL DIMS)
24" OUTLET CULVERT
ELEV. 659.00' PERMANENT POOL ELEV. 659.00'
2" ORIFICE CONNECTED TO ----NOTES:
o
1 � 1
l� 1
' 1 1
g 1, 1
DRAWDOWN ASSEMBLY
SEE NCDOT STANDARDS FOR 24" OUTLET CULVERT
ELEV.659.00'
OUTLET STRUCTURE BOX, GRATE, ELEV. 659.00'
REINFORCING, ETC.
2"ORIFICE CONNECTED TO
5'X5'X1.5' CONCRETE BALLAST PAID -,""""
AD
ALL CONCRETE TO BE 3,600 PSI DRAWDOWN ASSEMBLY
'
(INCLUDING PRECAST BOX WALLS
COMPRESSIVE STRENGTH. ELEV. 659.00'
' X
AND BOTTOM SLAB, FILL BOTTOM
i O
OF STRUCTURE TO 1.5' BELOW
OUTLET CULVERT WITH CONCRETE
AND PROVIDE SMOOTH FINISH AT
INVERT OF STRUCTURE)
/
1
WHET POND I RISER STRUCTURE
NTS
Tnn nr I-1nAIr% rl r\ / P-PT A nnI
WET POND I
SPILLWAY DETAIL
NTS
TOP OF POND ELEV. 664.00'
40' WIDE CIPOLETTI SPILLWAY ELEV.
LINED WITH 18" THICK CLASS 1 R
MAX 3:1 SLOPES FOR TEMPO
DRAWDOWN PIPE
3:1 SLOPES UNDER PERMANENT POOL
A-EP G 664.30
0
X
` TC 665.88
BC 665.38
L ���--
co
co
I il
TC 666.09
664.97
TC 666.47
BC 665.97
70
o�
OUTFLOW
/ `t-ANTI-SEEP COLLARS
�6' 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
660.00'.
---------- T -T
L -L -L -L -L
i
LP 664.87
101
REVISIONS
REV DATE T COMMENT I BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
A-1.1
111.70'- 2 4" RCP @ 0.60% NOT APPROVED FOR
P HCONSTRUCTION
EQUILIBRIUM PIPE CONNECTION POND 1 AND POND 2
PROJECT No.: NCC182110
I I
348.14' DRAWN BY: SOM
/�?n-7 I-18" RCP @ 0.00% CHECKED BY: SRF
lim
DATE: 12/11 /2019
SCALE: 1..=60'
CAD I.D.: NCC18211OGPO
D TC 666.53 D D TC 666.2
` BC 666.03 1 BC 665.7
TC 665.90 e
BC 665.40
D ° TC 666.
� BC 666.
e
D
F F D G 666.50
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LL 5.
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TC 665.ENGINEERING NC, P LILC
e BC 665.24 4 NCBELS P-1132
TC 665.74�J��OP�
BC 665.24
66A'
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(2)
30 15
7.5
0
30
1..=
30'
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
SHEET TITLE:
BOND DETAILS
SHEET NUMBER:
C-403
H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC182110GPO.DWG PRINTED BY: MMOORE 12.16.19 @ 5:56 PM LAST SAVED BY: MMOORE

H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC182110GPO.DWG PRINTED BY: MMOO RE 12.16.19 @ 5:56 PM LAST SAVED BY: MMOO RE

N/F
BOREN CLAY
PRODUCTS, CO.
TAX 10- 09-363-024
DB. 2072, PG. 309
N53°13'22"W
208.43' (tie)
N/F
DAWD P. HUDSON
GINA L. HUDSON
TAX ID.• 09-366-020A
DB. 2072, PG. 309
INV.=666.73
INV= 667.14
MONUMENT
EX. POLES 24" RCP
W W W
I
PROR TRASH
ENCLOSURE
(BY OTHERS)
1
1
0 1 i PROP. DRAINAGE--/
FLUME
PRIVATE 6"
PVC FIRE LINE
M , O
K
00
N � I
v
?
z 0 r
I
' PROP. DRAINAGE)
FLUME
\ CmB
90° BE
RCP
u_
N/F
BOREN CLAY
PRODUCTS, CO.
TAX 1D.• 09-363-024
DB. 2072, PG. 309
TOWN OF INDIAN TRAIL
�! • 16f
■
PROR TRASH
ENCLOSURE
(BY OTHERS)
18" RCP
rmn
/011
.l•b•
APPROX. ADA
•
r
NIT LOCATION
APPROX. ADA
BUILDING
BUILDING 3
.4.
UNIT LOCATION
+/-16,300
+I 16,300 SF
44 UNITS* ADA)
45 UNITS (3 ADA)
,
F
PRIVATE 4" PVC
69 DS
APPROX. ADA
69 BEDS
DOMESTIC LINE
FF f67.17
UNIT LOCATION
FFE: 667.17
y .'.
PROP. SAN
CLEANOUT (TYP.)
I
F
`I
U
r
PRIVATE 6"
g0°
BEND
II
BATH
PVC FIRE LINE
F
PROP. FDC
�cA CONNECTION GSB PROP. SAN II
45' BEND (TYP.) CLEANOUT (TYP.)
PRIVATE 4" PVC
DOMESTIC LINE CLUBHOUSE 110
+/-6 000 SF b.
18" RCP `o,•
• �� III � �
rT a
N �• a
I
b PRIVATE 4" PVC
DOMESTIC LINE
PROP. SAN BUILDING 4
CLEANOUT (TYP.) +/-15,800 SF
44 UNITS (2 ADA)
APPROX. ADA 64 BEDS
UNIT LOCATION FFE: 666.17 f:
}i
0
\�^-
7■
■
♦♦
I
■
I
■
■
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■
PROP. DRAINAGE
■
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win_ I ': ; . ' : i.:" FFE. 667.5 ` PROP. 4"4" TEE.' - $ •: °'::. .:.: y.. 6 t " .. . b . .
T A.
APPROX.ADA '
18" RCP I
UNIT LOCATION P" 45° BEND
I. 24 RCP PRIVATE 8
PVC FIRE LIE - r PROP. 6"X6" TEE 24" RCP
♦ SAN + . SAN qAKI 18" RCP -
3 MH8 MH7 MH4 M 3 MH2 --
��
. 85.23 - 8" S
S 35 @ 1.00%
85.23 - 8" SAN SDR-35 @ 0.50% 85.16 - E " SA SDR-35 @ 0.50%
, 90' BEND
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UNIT LOCATION
UNIT LOCATION
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18" RCP 181 nR�
18"RCP
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PRIVATE 4" PVC
BUILDING 5 '
PROP. FDIC
BUILDING 6
PROP. 4"X4" TEE
':
•
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CONNECTION
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-
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24 UNITS (1 ADA)
45 BEDS
(TYP.)E 24
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APPROX. ADA
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b
42 BEDS
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M
M M M M
'
M
FFE: 668.17
AT
FFE:667.17
0
4.1
INSET
F F F F
F
b;
45° BEND
PUBLIC UTILITY IMPROVMENTS
PROPOSED MA HOLE
LI
r�
o 1
o
PROP. RIW LINE
INCLUDE 6" PVT LATERAL
0 6,
-� 10
b
FUTURE 8" WATER
e
S
N
W
PROP. PU LIC 20'
SEWER EASEMENT
LINE BY OTHERS
:.
O'X10 15.2' BORE PI
b
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EX.
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PROP PROPERTY LIN EX. POLE
INV.=662.60
N
EX. EDGE OF
PAVEMENT
SEX. POLE INV =
EX. EDGE OF 661.69
TAX ID.• 09/366-020F PAVEMENT �8" WdT (BY nr�SEE Pi GAS I
PREPARED BY KENNEY DESIGN GROUP, P.A. TITLED
HARKEY CREEK PHASE 2"
INSET
PROP. PRIVATE 8" PVC FIRE LINE
PROP. PRIVATE 4"
PVC DOMESTIC LINE
PROP. FIRE VAULT
D
D
U-
D.
A
PROP. 2" IRRIGATION I POOL SERVICE LINE PROP. 4" DOMESTIC METER
(TO BE INSTALLED AFTER FIRST
BUILDING PERMIT IS PULLED)
90° BEND
LL
PROP. 4"X2" TEE ---
-
-PROP. 4"X8" TEE - OH-OH-
Of - OH
�
8" WATER LINE BY OTHERS
W
-W W W W
8" TEE; CONTRACTOR TO REPLACE 8" WATERLINE
TO MANUFACTURE JOINTS
10 5 2.5 0 10
1"=10'
H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC182110UPO.DWG PRINTED BY: MMOORE 12.16.19 @ 5:57 PM LAST SAVED BY: RBRELAND
I I 1
I I
1
I I
I I I
I I
I I I I
UTILITY SERVICE INFORMATION
ESTIMATED WATER CONSUMPTION (DWELLING): 400 GAUDAY PER DWELLING UNIT MIN.
400 GAUDAY PER UNIT x 211 MAX UNITS = 84,400 GAL/DAY MAX
NUMBER AND SIZE OF METERS:
1 - 3" DOMESTIC METER (360 GPM)
1 - 2" POOL & IRRIGATION METER
IRRIGATION: ASSUMED 16,000 GAUDAY FOR TOTAL SITE DURING SUMMER MONTHS
SWIMMING POOL: MIN. 10 GAUDAY PER PERSON X 300 PERSONS = 3,000 GAUDAY.
FIRE FLOW: ASSUMED 1000 GPM FOR HYDRANT (3 PROPOSED).
WASTWATER FLOW RATES:
140 GAL/DAY x (69) 1 BEDROOM UNITS = 9,660 GAL/DAY
140 GAL/DAY x (132) 2 BEDROOM UNITS = 18,480 GAUDAY
210 GAUDAY x (10) 3 BEDROOM UNITS = 2,100 GAL/DAY
EX. POLE E _0
OH �y;; W W 18" LOD
W W Wo^AB 8"ACWWATE
Owl- W W-
_ _ OLD CHARLOTTE HWY,
N53°1124"W 919.83' OD LOD `-"LOD
(SR-1009 - 60 PUBLIC R/W) o So 10'X10 X I3.T ECEIVINtiT
PROP. ±50 LF JACK AND BORE
FOR SAN. MAIN TO ADJACENT
"HARKEY CREEK SUBDIVISION"
(SEE SHEET C-501)
EX. 111� ,,, FUTURE 8" WATER MAIN
PAVEMENT N (BY OTHERS; SEE PLANS
6 1 DI DREPARED BY KENNEY DESIGN
R1M=663.35
N/F GROUP, P.A. TITLED "HARKEY
TAX ID.- 09-366-154 INV /N=661.12 Dl CREEK PHASE 2"
INV DUT=660. RIM=656.65 EX. C/L CURRENTLY
INV IN=656.87 ACTING AS PROPERTY 1
INV OUT=656.66 LINE. SEE SITE PLAN l
��so FOR ROW DEDICATION
UTILITY NOTES. SEE SHEET C-502 �sq�so DETAILS
1. WATER LINES SHALL BE BURIED AS SPECIFIED IN UNION COUNTY STANDARD SPECIFICATIONS AND DETAILS FOR ROADS, STRUCTURES AND UTILITIES S@o
(LATEST EDITION). WATER MAINS SHALL NOT BE PLACED UNDER BUILDINGS OR STRUCTURES EXCEPT TO SUPPLY A SPRINKLER SYSTEM. THE 440
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) SAN
3. WATER MAINS SHALL BE LOCATED AT LEAST 10 FEET LATERALLY FROM EXISTING AND PROPOSED SANITARY SEWERS. 4
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 TERMINATED AT THE MAIN AND REMOVED AT CORP. STOP.
6. VALVES SHALL BE INSTALLED ON ALL BRANCHES FROM FEEDER MAINS AND BETWEEN MAINS AND HYDRANTS AS FOLLOWS:
6.1. TWO (2) VALVE AT TEE INTERSECTIONS,
7. PRIVATE WATER SYSTEMS MUST HAVE SUFFICIENT VALVE PLACEMENT AND NUMBER SO THE PRIVATE SYSTEM CAN BE ISOLATED FROM A PUBLIC 1
WATER SYSTEM. 1
8. CONTACT THE ENGINEERING SERVICES DEPARTMENT, CONSTRUCTION INSPECTION DIVISION AT 864-596-2838 FOR ALL WATER AND SEWER MAIN
CONSTRUCTION. ALSO ALL WATER AND SEWER SERVICE TAPS, DRIVEWAY AND SIDEWALK INSPECTIONS, STORM DRAINAGE AND ROADWAY
IMPROVEMENTS.
9. QUALITY OF WASTE TO BE DELIVERED TO UCPW'S SYSTEM FOR TREATMENT DOMESTIC
10. SEWER MAIN DESIGN MUST BE LESS THAN 14' DEEP (MAX COVER)
11. 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. /
12. METERS WILL NOT BE SET IF WATER METER BOXES, SEWER CLEANOUTS, VALVE BOXES OR THEIR APPURTENANCES ARE DAMAGED OR IMPROPERLY
POSITIONED.
13. REFER TO UNION COUNTY SPECIFICATIONS, UNION COUNTY WATER AND SEWER EXTENSION POLICY AND TO UNION COUNTY WATER SEWER MATERIAL LIST
EXTENSION ORDINANCES.
14. DEWATERING: THE CONTRACTOR AT ALL TIMES SHALL PROVIDE AND MAINTAIN AMPLE MEANS AND EQUIPMENT WITH WHICH TO REMOVE AND WATER SYSTEM
PROPERLY DISPOSE OF ANY AND ALL WATER ENTERING THE EXCAVATION OR OTHER PARTS OF THE WORK AND KEEP ALL EXCAVATION UNTIL SUCH g PVC PIPE (SDR 18) = 29 ± LF (PUBLIC)
TINE THAT THE PIPE LAYING AND GRADING IS COMPLETED AND STRUCTURES TO BE BUILT THEREIN ARE COMPLETED. NO WATER SHALL BE ALLOWED 4" PVC PIPE (SDR 18) = 16 ± LF (PUBLIC)
TO RISE AROUND THE PIPE UNTIL BACKFILL TRENCHES NOR SHALL IT BE ALLOWED TO RISE OVER MASONRY UNTIL CONCRETE OR MORTAR HAS SET 2" PVC PIPE (SDR 18) = 16 ± LF (PUBLIC)
(MINIMUM OF 24 HOURS). ALL WATER PUMPED OR DRAINED FROM THE WORK SHALL BE DISPOSED OF IN SUCH A MANNER AS TO PREVENT SITUATION IRRIGATION METER VAULT = 1
AND EROSION TO ADJACENT PROPERTY OR OTHER CONSTRUCTION. DOMESTIC METER VAULT = 2
15. VERIFICATION HAS BEEN MADE BY BOHLER ENGINEERING THAT EACH MULTI -UNIT BUILDING IS CAPABLE OF HAVING GRAVITY SEWER SERVICE TO THE FIRE LINE METER VAULT = 1
IRRIGATION METER
PROPOSED SEWER MAIN. 3" DOMESTIC METER = 1
16. FOR PARCELS WITH EXISTING STRUCTURES, CLEARLY IDENTIFY PREVIOUS AND EXISTING WATER AND SEWER SERVICES (WELL, SEPTIC, OR COUNTY 8" FIRE BFP = 1
WATER/SEWER) ON PLANS. IF WATER ANR/OR SEPTIC ARE EXISTING, THEN COPY TRACI COLLEY([e-mail]) ON
PLAN/REDLINES TO NOTIFY. MAKE NOTE THAT THE ENGINEER IS TO DIRECTLY CONTACT TRACI COLLEY (704-283-3717) WITH ENVIRONMENTAL HEALTH SEWER SYSTEM
FOR THEIR SEQUENCE OF EVENTS AND OTHER PERTINENT INFORMATION.
17. THE WATERMAIN WILL BE RESTRAINT JOINT DIP 40 FEET BEFORE AND AFTER TO EACH FITTING. 6" PVC = 22 ± LF STUB (PUBLIC)
18. NO RECORDS OF EXISTING ON -SITE WASTEWATER DISPOSAL SYSTEMS OR WELLS ON SITE. ANY SYSTEMS FOUND TO BE ABANDONED WITH THIS 8" PVC = 11 ± LF STUB (PUBLIC)
8" DIP = 115 ± LF (PUBLIC)
DEVELOPMENT IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA LAWS AND RULES AFTER CONTACTING UNION COUNTY ENVIRONMENTAL 16" STEEL CASING = 50 ± LF (PUBLIC)
HEALTH TO OBTAIN NECESSARY PERMITS. 48" SEWER MANHOLES (TYPE II) = 1 (PUBLIC)
I
I
1
1
1
CONCRETE I
MONUMENT
F
N/F
BOREN CLAY
PRODUCTS, CO.
TAX ID.• 09-366-001
DB. 2072, PG. 309
;P. ASH
I V
SURE
OTHERS) I
POLE
S53°07'05"E
74.07' (tie) PK /LD CHARLOTTE
CONCRETE
MONUMENT
N.•472, 698.127
E.•1,5123,72.804
( PROPERTY LINE
■
40
20
10
0
40
1 "=
40'
REVISIONS
REV DATE 7 COMMENT I BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC182110
DRAWN BY: SOM
CHECKED BY: SRF
DATE: 12/11 /2019
SCALE: 1 "=40'
CAD I.D.: NCC182110UPO
PROJECT:
ARKA
HEIGHTS
]F0113
ARKA HEIGHTS,
LOCATION OF SITE
4610 OLD CHARLOTTE HIGHWAY
MONROE, NC 28110
UNION COUNTY
Lj DD 0 TEIT La )1,
TE�
]ENGINEERING NC, P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)30hierEng.com
o oFESS /C°°
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°°o�NGINE�e,°°
°°° °°
F9
SHEET TITLE:
OVERALL
UTILITY PLAN
SHEET NUMBER

H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC182110UPO.DWG PRINTED BY: MMOORE 12.16.19 @ 5:57 PM LAST SAVED BY: RBRELAND

14 GAUGE STRANDED BLUE
COATED COPPER TRACER WIRE
SADDLE
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.C.
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 I 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
STANDARD DETAIL
SERVICE CONNECT ON SCALE:
N.T.S.
DATE:
10-4-11
VEMEMENEX
CONCRETE 4" 1/2 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
IIIIiIIIIIIIIIIIII— IIII� I�'�1IIIIIi��IIIiIIIII, ���iII�
6,0' DEPTH (MAX.)
3.0' COVER (MIN.)
STORM DRAIN
45 DEGREE 45 DEGREE
I REAIhC I E3END�
12' (MIND
54' RESTRAINT J❑INT DIP
RESTRAINT
JOINT DIP
WATER MAIN
I
20' RESTRAINT J❑INT DIP
54' RESTRAINT J❑INT DIP
RESTRAINT
JOINT DIP
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
SCALE:
UNION COUNTY, N.C. WATER MAIN UNDER STORM DRAIN CROSSING N.T.S.
DATE: 31
08-31-16
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,
TAMP IN 6" — 12" LIFT
CAREFULLY COMPACTED
SELECT BACK FILL 1 FT.
ABOVE TOP OF PIPE
HAND TAMP EARTH
LJIV vv 1 I VI\ IJLLL
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
SEWER MAIN
SCALE:
N.T.S.
DATE:
1-14-10
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.
x NO STONES LARGER THAN # 67 STONE
SHALL BE USED IN SELECT BACKFILL
PVC C900
SDR 18 (200 PSII
OR
DUCTILE IRON CL/
WITH PROTECTEC
I
L —4
GRAVITY SEWER - BEDDING DETAIE
CLASS C
FORCE MAIN
AREFULLY COMPACTED
ELECT BACK FILL 1 FT.
BOVE TOP OF PIPE
#67STONE
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 BEDNE DATE. BA
12-16-13
O
O
VITA
O
�0
SF vv
�os"ICE PE�M\�
113mml
1 1/4' RAISED LETTERING
(RECESSED FLUSH)
(2) 1' (25mm)
DIA. HOLES
C4) 1' (25mm) DIA
HOLES ON 29 3/4'
(756mm) BOLT CIRCLE,
3/4' (19mm) LETTERS
(RECESSED FLUSH)
NOTES:
1. ALL CASTINGS TO BE FREE FROM SAND HOLES. NO PLUGGING ALLOWED.
2. MACHINE ALL CONTACT SURFACES BETWEEN RING AND COVER.
3. PROVIDE TWO VENT HOLES IN COVER, 1" DIA. TAPERED TO 1-1/8" ON
REVERSE SIDE,
4. MINIMUM WEIGHTS: COVER — 120 LBS. RING — 190 LBS,
S. 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.
BOTTOM VIEW
2' — 1 1/4"
1'— 113/4"
1'— 111/2"
I
2 1/8"
4 3/8" I-- Z' — 0 1/2"
2' — 91/4"
(U.S. FOUNDRY — 669, VULCAN — 1384 OR EQUAL)
STANDARD DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE:
UNION COUNTY, N.C. RING & COVER DATE:
9-9-11
UNION COUNTY PUBLIC WORKS DEPARTMENT
MAXIMUM SLOPE ACROSS WATER/ SEWER EASEMENT SCALE:
UNION COUNTY, N.C.
32
5:1 SLOPE DATE:
03/02/18
UNDISTURBED EARTH
12" L i
CONCRETE _
/
DITCH BANKS
PLAN 45° BENDS
ALSO 90°. 22 1/2°. 11 1/2°
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 CU. YD
UNDISTURBED EARTH OF CONCRETE
VIER I ILAL BEND
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
SCALE:
UNION COUNTY, N.C. THRUST BLOCK DATE: 16
11-17-06
wa
pl�
a
�'
REVISIONS
REV DATE I COMMENT I BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC182110
DRAWN BY: SOM
CHECKED BY: SRF
DATE: 12/11 /2019
SCALE: 1 "=60'
CAD I.D.: NCC18211OSD0
PROJECT:
ARKA
HEIGHTS
FOR
ARKA HEIGHTS,
���
LOCATION OF SITE
4610 OLD CHARLOTTE HIGHWAY
MONROE, NC 28110
UNION COUNTY
r
D O� ���
ZNGIIN E1ERIPTG NC, P L1LC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
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rSHEET TITLE:
UTILITY
DETAILS
SHEET NUMBER:
C-503
H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC18211OSDO.DWG PRINTED BY: MMOORE 12.16.19 @ 5:57 PM LAST SAVED BY: MMOORE

O 1 1/4' RAISED LETTERING
(RECESSED FLUSH)
�,.� (2) CAM LOCKS
Q� CUlAvq SEE DETAIL
f J� e, I TA
C38MM] _ (4) 1' (25r1r7) DIA
vy ~�J "if �pv HOLES ON 29 3/4'
O ® C756MM) BOLT CIRCLE.
WEQ' �dJ
SpACE P�-R�`���
(2) CLOSED PICKHOLES
1/2• 3/4' (19MM) LETTERS (2) CAM LOCKS
113MM3 ® (RECESSED FLUSH) BOTTOM VIEW
2'-11/4"
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] FLAT WASHER F3/
7 1/2"
5/8' RUBBER WASHER 2 1/8"" 43 4'
jjj 1' 10 1/4" --2' - 01/2" —
1ao'� 4 3/8"
15MM] 2' - 9 1/4"
r.240'
(U.S. FOUNDRY - 669, VULCAN -1384 OR EQUAL}
5/8' HEX ZNHERNYLOCK NUTUG (SHORT)NOTES:
5/8' HEX ZN1. ALL CASTINGS TO BE FREE FROM SAND HOLES. NO PLUGGING ALLOWED.
JAM NUT C6MM]
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.
S. ALL MANHOLE RINGS OUT OF ROAD RIGHT OF WAY SHALL BE BOLTED
INTO MANHOLE WITH 5/8 DIAMETER KWIK BOLT STUD ANCHOR SYSTEM,
HILTI BRAND OR APPROVED EQUAL.
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL SCALE:
UNION COUNTY, N.C. RING & COVER FOR SEALED MANHOLES DATE: 9A
9-2S-12
ANCHORAGE SCHEDULE
11 1/40- BEND
1 22 1/2- BEND
452 BEND
900- BEND
TEE
TEST PRESSURE
PIPE SIZE
L
H
L
H
L
H
L
H
L
H
(P.S.I.)
6„
1'3"
1'0"
23"
1101,
2'6"
1'6„
2'9"
V6„
TO"
1'6"
200
V6"
1'3"
23"
If'
3'0"
1'6"
4'0"
1'6"
3'0"
1'6"
300
1'6"
T6„
2'6"
1191,
3'0"
TO
3'9"
TO
2'6"
2'0"
200
8„
2'0"
T6"
TO"
2'0"
3'9"
2'3"
4'6"
2'6"
3'6"
23"
300
2'6„
T9„
4'0"
23
4'3"
TO
5'0"
3'3"
4'0"
3'0"
200
12
3'6"
2'0"
5,3"
2,6,"
6'0"
33"
TO"
3'6"
5101,
3'6"
300
3'0"
TO
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"
4'3"
6'6"
5'0"
5'0"
5'0"
300
16
3'0"
2'9"
4'6"
3'6"
510"
4'6"
7'0"
4'3"
510"
4'0"
200
WO"
3'0"
63"
3,9"
6'5"
53„
8'0"
53"
7,6„
4'0"
300
THRUST BLOCK DIMENSIONS BASED ON SOIL BEARING CAPACITY
OF 2000 P.S.F. AND A WATER TEST PRESSURE OF 150 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.
ALL CONCRETE THRUST BLOCKS SHALL BE 2500 P.S.I. CONCRETE,
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 0NS DATE:
11-17-06
GENERAL NOTES:
11 METER BOX LID TO HAVE AMR LOCATOR (ALLIANCE 1200 OR
EQUAL FOR 50W ERT, STANDARD LID FOR 60W ERTI
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 8" to 10"
BLUE COATED COPPER
TRACER WIRE ANGLE VALVE
(WITH LOCK WINGS)
EXPANSION
CONNECTOR
1 1/2"
CLEARANCE 1,
TUBING CONNECTOR
ELECTRONIC RADIO
TRANSMITTER VALVE BOX BY
BUILDER/PROPERTY OWNER
F---1
LI L
I I
� I I
AMR METER
14 I
a
g
iui IGI
Epp � I �dh
— — — — — — — —I HZmxlrL
CHECK VALVE VALVE BY BUILDER/PROPERTY
OWNER
YOKE BRASS NIPPLE BY
BUILDER/PROPERTY OWNER
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL SCALE
N.T.S
N.T.S.
UNION COUNTY, N.C.
METER INSTALLATION FOR AMR METERS 1AT146
-24"—
�4
18" MAX.
THREE COURSES OF
GRADE RINGS MAXIMUM
_ STRAIGHT WALL OF M.H.
TO BE LOCATED OVER INLET
�9 5' - 0" FOR PIPES
_ OVER 18"
4' - 0" FOR PIPES
1R" R CMAI I FP
PRECAST INVERTS ONLY
5" SCH 40 STEEL PIPE
WITH EPDXY COATING
RUST-OLEUM 9335 ABOVE GRADE
9578 BELOW GRADE - 9373 PRIMER
T
60'
1ESH 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:— 10
7-31-14
CONCIRETIi PAD
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, NC.
VALVF
BOXINSTALLATION
a 1 nay n aV V41 n14
SCALE
144�11
CONCRETE RING
14 GAUGE STRANDED
BLUE COATED COPPER
TRACER WIRE
2" WATER MAIN J
GROUND LEVEL
y'\
TERMINATE 1' BELOW
GROUND LEVEL
VALVE BOX 2" COUPLING
—VALVE BOX
_2" GALVANIZED
PIPE 2' LONG
.a
2' GALVANIZED PIPE
3' LONG 2" - 900 BEND
2" GATE VALVE -
MECHANICAL JOINT
CONCRETE BLOCKING
6" PVC PIPE RESTING ON BRICK
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
SCALE:
UNION COUNTY, N.C. 2" / BLOW -OFF DATE:
2
10-4-11
NOTE:
A 27" DIAMETER PRE -CAST
RING SHALL BE PLACED
8 3f4" AROUND EACH VALVE BOX.
7 rra'
F- 2,,
TOP
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.C.
112"
7..
�7112
BOTTOM
(SCREW TYPEI
STANDARD DETAIL
V ALV F BOX
1/4"
1/2" 3f4" 11/2"
1"
5f16"
4"
�43f4
51f2"
6 3/4"
1 1r2"
COVER
PAINT COLORS
BODY ...... ..... ...FIRE HYDRANT RED - RUST-OLEUM ENAMEL # 1210 FIRE HYDRANT RED
BONNET ........... HIGH GLOSS WHITE - RUST-OLEUM ENAMEL # 2766
CAPS.................HIGH 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 VALVf
BURY
LEADER WITH
MEGALUGS
- -
14 GA. STRANDED BLUE COATED
/ COPPER TRACER WIRE
a o
N0.67
MECHANICAL JOINT
WASHED
rfl I
"LOCKED'
STONE
HYDRANT TEE
gti
18" x 18''6"
A MINIMUM OF 6" OF CONCRETE
WILL BE PLACED UNDER THE BASE
STANDARD
DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT
;GALE:
UNION COUNTY, N.C.
FRL HYDRANT
INSTALLATION
-a�E:
CONCRETE RING �y CONCRETE RING
VALVE BOX
14 GAUGE STRANDED BLUE} 2" BRASS NIPPLE -
COATED COPPER TRACER WIRE 6" PVC PIPE RESTING ON BRICK
WATER MAIN (SIZE VARIES) STUB LENGTH VARIES)
{SEE TABLE) [SEE TABLEI
GATE VALVE -
MECHANICAL JOINT MJ PLUG
[SIZE VARIES UPON
WATERMA[N SIZE)
TABLE
SIZE OF PIPE LENGTH OF PIPE
6,, 40,
8" 40`
12" AND LARGER BY ENGINEER
GROUND LEVEL
}
VALVE BOX
TERMINATE T SELOW
GROUND LEVEL
2" GALVANIZED
2" COUPLING
- VALVE BOX
PIPE 2' LONG
6" PVC PIPE RESTING ON BMCK
'-
2' GALVANIZED PIPE
3` LONG 2" - 90° BEND
2" GATE VALVE -
MECHANICAL JOINT
CONCRETE BLOCKING
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
SCALE;.
UNION COUNTY, N.C. MAINLINE FUTURE EXTFNSION WITH BLOW -OFF N.T.S.
DATE: 2 A
10-4-11
wa
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44
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REVISIONS
REV DATE I COMMENT I BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC182110
DRAWN BY: SOM
CHECKED BY: SRF
DATE: 12/11 /2019
SCALE: 1..=60'
CAD I.D.: NCC18211OSDO
PROJECT:
ARKA
HEIGHTS
FOR
ARKA HEIGHTS,
LLC
LOCATION OF SITE
4610 OLD CHARLOTTE HIGHWAY
MONROE, NC 28110
UNION COUNTY
r
D 0TL7 ���
ZNGIIN E1ERIPTG NC, P LILC
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:
UTILITY
DETAILS
SHEET NUMBER:
C-504
H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC18211OSDO.DWG PRINTED BY: MMOORE 12.16.19 @ 5:57 PM LAST SAVED BY: MMOORE

NOTES:
1. NO PIPE SHALL BE SUPPORTED BY BELL.
2. END SECTIONS LESS THAN 4' MAY BE UNSUPPORTED.
3. WALL THICKNESS AS PER TABLE UNLESS OTHERWISE SHOWN ON PLAN..
4. MASONRY SEAL AT ENDS -- 2" x 4" WEEP HOLE AT LOW END
S. ALL PRESSURE PIPES TO HAVE TRACING WIRE IN ALL CASING BORES.
rTrci cnirecr�ENT PIPE
SPIDER SUPPORT AND SPACER AVAILABLE
FROM SPIDER MANUFACTURING, INC. INSTALL
PER UNION COUNTY INSPECTOR AND PER
MANUFACTURERS SPECIFICATIONS.
CONTRACTOR RESPONSIBLE FOR
INSPECTING MATERIALS AND WELDS
TO INSURE ALL SPIDERS WILL
FUNCTION PROPERLY.
;PRIER PIPE
CASING PIPE I.D.
WALL THICKNESS
„
8"
0.188'
6"
12"
0.188"
16"
0.250"
1 "
16"
0.2j[5y0„
„
20"
0.281 „
1 6yp
24"
0.344"
„
30"
0.406"
30
42"
0.500"
48"
0.500"
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
SCALE:
W A S E� E T N.T.S.
UNION COUNTY, N.C. PIPE E
DATE: 14
11-17-06
GENERAL NOTES:
(1)
RPDVA SHALL BE INSTALLED FOR CUSTOMER APPLICATIONS APPROVED
BY UNION COUNTY PUBLIC WORKS.
(2)
REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY
SHALL COMPLY WITH ASSE 1047 & AWWA C511(1) FEBCO 826YD, (2) WILKINS MODEL 375ADA, (3) AMES
SERIES 5000 CIV. OR EQUAL
(3)
OWNER SHALL PROVIDE WRITTEN CERTIFICATION TO THE COUNTY THAT THE RPDVA
HAS BEEN TESTED BY A CERTIFIED BACKFLOW PREVENTION TECHNICIAN AFTER
INSTALLATION.
(4)
COUNTY APPROVED 3"-10" RPDVA INCLUDES SHUTOFF VALVES AS PART OF THE
ASSEMBLY. SHUT OFF VALVES SHALL BE OS&Y RESILIENT SEAT GATE VALVES
WITH HANDWHEEL OPERATORS AND SHALL CONFORM TO AWWA C500 LATEST
EDITION. RPDVA SHALL BE SUPPORTED AT CENTER WITH A MASONRY PEDESTAL
ADEQUATE TO MAINTAIN THE WEIGHT OF THE STRUCTURE AND PLUS AN ADDITIONAL
1,000 POUND LOAD.
(5)
REDUCED PRESSURE DETECTOR ASSEMBLY SHALL BE ABOVE GROUND ONLY.
(6)
BACKFLOW PREVENTION ASSEMBLY SHALL BE INSTALLED OUTSIDE OF THE RIGHT
OF WAY, MAXIMUM OF 5 FEET. REDUCED PRESSURE PRINCIPLE BACKFLOW
(7)
PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE AND OPERATION OF
VARIES (SEE MANUFACT
BACKFLOW ASSEMBLY AND COMPLIANCE WITH REPORTING AND TESTING
REQUIREMENTS.
FF
(8)
3/V BYPASS DETECTOR AMR METER, ER.
A »^ VOLT GFCI
�RECEPTACLE�
INSULATED WEATHERPROOF ENCLOSURE-------- CLASS 350
ANCHORED TO CONCRETE OR APPROVED DIP FLANG
FIBERGLASS MOUNTING PAD FITTING
CLEAR ADJUSTABLE
PROVIDE DRAIN PORT FOR POSITIVE­--_O PIPE
DRAINAGE OUT OF ENCLOSURE SUPPORT
(MINIMUM TWICE THE SIZE OF RPZ)
H II II III -
=W—
"I-
63000 PSI CONCRETE SLAB. =III
GENERAL NOTES
(1) RPZ SHALL BE INSTALLED FOR CUSTOMER APPLICATI❑NS
APPROVED BY UNI❑N COUNTY PUBLIC WORKS.
(2) REDUCED PRESSURE PRINCIPLE BACKFLOW 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
BACKFLOW PREVENTI❑N TECHNICIAN AFTER INSTALLATI❑N.
(4) BACKFLOW PREVENTI❑N ASSEMBLY SHALL BE REDUCED PRESSURE PRINCIPLE BACKFLOW 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) BACKFLOW PREVENTI❑N ASSEMBLY SHALL BE INSTALLED A FIBERGLASS M❑UNTING PAD
❑UTSIDE OF THE RIGHT OF WAY, MAXIMUM OF 5 FEET,
(7) PIPE MATERIAL SHALL BE BRASS (ASTM B43), w
(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.
(9) PROPERTY OWNER SHALL BE RESP❑NSIBLE FOR z
MAINTENANCE AND ❑PERATI❑N OF BACKFLOW f
ASSEMBLY AND C❑MPLIANCE WITH REPORTING AND w
TESTING REQUIREMENTS.
LA
1' CL
z
Do
BRASS TO
METER
CE
THREADED
UNI❑N
1'-0'
MINIMUM
-BALL
VALVE
_"� �I-77 IMINIMUMIIIII-IU
I— _
I
OPENING
e
6'
MIN
120 VOLT GFCI
ELECTRICAL RECEPTACLE
DRAIN PORT - PROVIDE
P❑SITIVE DRAINAGE OUT OF
ENCLOSURE (MINIMUM TWICE
THE SIZE OF RPZ)
•.�IIIII-II
�III-11�1i
_III 4' 3000 PSI CONCRETE
IIII =IITI—IIIII—IIIII_ SLAB, DIMENSI❑NS PER
BOX MANUFACTURER
fl SPECIFICATI❑NS
MINIMUM 2'
ANNULAR AREA
MINIMUM 2 •=IIIII-IIIII-_~ BRASS FR❑M EELB W
7�► FLET OF
❑W
''' i l 11 1=IIIII=nil 1=11
STANDARD DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT REDUCED PRESSURE Z 0 N E ASSEMBLY SCALE:
UNION COUNTY, N.C. 24A
N.T.S.
(3/411 _ 211 DATE:
I 12-13-13
ASSEMBLY
4' MIN. CLEARANCE
F-WITH VALVE OPEN
OS & Y
GATE VALVE
COL ¢ Li
w z
F-
wa
¢i
w a Z
--
- aL >1<
2'-0'
w
wn
"CLEAR
CLEAR
DIMENSIONS PER ENCLOSURE
MAINTAIN 2' ANNULAR
MANUFACTURER SPECIFICATION
AREA AROUND DIP AND /
COMPACTED>
ELECTRICAL CUNDUIT--
JU„UKHLL—
APPROVED CLASS 350 DIP
RESTRAINED
DIP, MJ FITTING
"FLOW
FLOW
APPROVED CLASS 350 DIP, RESTRAINED
WEDGE ACTION
-11,II Il III, lli ='
RETAINER GLAND
DETAILSTANDARD
REDUCED PRESSURE
DETECTOR ASSEMBLY
SN.TS.
UNION COUNTY PUBLIC WORKS DEPARTMENT
2
4 B
UNION COUNTY, N.C.
DATE:
1-2-14
EXISTING
WATER MAIN
THRUST BLOCKING DIP
TAPPING SLEEVE
& VALVE
ENCASEMENT
CD CD
OPTION "A"
TIE IN — DUCTILE IRON DETAIL
NOTE:
OPTION "A" OR "B" WILL BE REQUIRED, DEPENDING ON
THE AMOUNT OF SPACE AVAILABLE, TO BE FIELD VERIFIED
EXISTING
WATER MAIN
THRUST BLO KING
RESTRAINT JOINT
PIPE FROM VALVE
TO 54' PAST CASING
TAPPING SLEEVE
& VALVE
— 54'
DIP
DIP WATER MAIN w w
ENCASEMENT
OPTION "B"
TIE IN — DI, RESTRAINT JOINT DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
SCALE:
UNION COUNTY, N.C. TAPPING SLEEVE N.T.S.
DATE:
11-17-06
NOTES: ESMT/R/W LINE 4" CLEAN OUT EXTENSION
1. THE CLEAN -OUT SHALL BE ADJUSTED TO GRADE TO BE LOWERED AFTER
CONNECTION TO BUILDING PLUMBING
AND THE POST REMOVED BY THE PLUMBER UPON
CONNECTION TO THE TAP. 4"x4"x8' (MIN) POST TO BE
2. PLUMBER SHALL HAVE THE OPTION TO INSTALL A ONE I I
I REMOVED AFTER CONNECTION
PIECE 4" SCH. 40 COMBINATION WYE TO MINIMIZE 24" CONCRETE I 1 TO BUILDING PLUMBING
TRENCH DEPTH OR INSTALL THE SEWER SERVICE MIN PROTECTOR
LATERAL FROM THE 4" STUB OUT. RING
MIN (SEE NOTE 1)
I I FINISHED GRADE
3. ALL CONSTRUCTION BY THE PLUMBER, EITHER OPTION 1 I I
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 4" PVC FEMALE
PERSONNEL MAY ADJUST SERVICE LATERAL ELEVATION ADAPTOR W/SHC. 3.0
WITH FITTINGS IF ADEQUATE GRADE EXISTS. 40 PLUG MIN
5. LATERAL CONNECTIONS TO MANHOLES MUST BE
CORED AND BOOT INSTALLED. 4" SCH. 40 PVC
4" SCH. 40 - 1/8 BEND OPTIONAL 4" SCH. 40 COMBINATION
SOLVENT WELD CONNECTION (TYP) WYE TO BE INSTALLED
BY BUILDER'S PLUMBER. '' /��—------� TO BUILDING
4" SCH. 40 PVC NIPPLE. IF BY
GRADE EXISTS BY PLUMBER
LENGTH VARIES DEPENDING ON TO BUILDING'S FLOOR OPTION 2
DEPTH OF SEWER MAIN TO ELEVATION (SEE NOTE 2) TO BUILDING (SEE NOTE 3)
MINIMIZE ADDITIONAL BENDS. BY PLUMBER
4" SCH. 40 COMBINATION WYE OPTION 1
1 DISTANCE VARIES i (SEE NOTE 3)
SDR 35 PVC 8x8x4 WYE
INSTALL ROTATED 45' FROM
THE SPRING LINE
SPRING LINE
1% MIN. SLOPE
12"
-45' \4" SCH. 40
GRAVITY SEWER MAIN PVC CAP ON
(SEE SPECIFICATIONS) 4" STUB OUT
wa
LT
a
kzg
pq
REVISIONS
REV DATE I COMMENT I BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC182110
DRAWN BY: SOM
CHECKED BY: SRF
DATE: 12/11 /2019
SCALE: 1 "=60'
CAD I.D.: NCC18211OSDO
PROJECT:
ARKA
HEIGHTS
FOR
ARKA HEIGHTS,
LLC
LOCATION OF SITE
4610 OLD CHARLOTTE HIGHWAY
MONROE, NC 28110
UNION COUNTY
o 0TL7 ���
ZNGIIN E1ERIPTG NC, PILILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, INC 28203
Phone: [phone]
Fax: [phone]
NC@)30hierEng.com
rSHEET TITLE:
UTILITY
DETAILS
SHEET NUMBER:
C-505
H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC18211OSDO.DWG PRINTED BY: MMOORE 12.16.19 @ 5:57 PM LAST SAVED BY: MMOORE
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
SEWER ATERA SCALE:
N.T.S.
UNION COUNTY, N.C. DATE:
2/19-14

TEMPORARY SKIMMER BASIN TO BE
FILLED ONCE ONSITE STORMWATER
SYSTEM IS FULLY STABILIZED
N/F
BOREN CLAY
PRODUCTS, CO.
TAX ID.- 09-363-024
DB. 2072, PG 309
TEMPORARY SILT DITCH/BERM
CONTRACTOR TO FILL ONCE
ON SITE STORMWATER SYSTEM IS STABILIZED
MIN. LONGITUDINAL SLOPE OF 1-20/o
MIN. V DEPTH
MAX. 2:1 SIDE SLOPES
RIP RAP & WASHED STONE
FILTER BERM (TYP.)
\
660 -^�`\r - �' , 6'-_ 664 \
TOWN OF INDIAN TRAIL
66g'
,
----- �\ i �\ S52°16'20"E 956.78'
_ O
-----------
---- \\ -
/ I ♦ - -� ���TFE�--� ---- -- -zLof
T-
PROP. 4' PERFORATED RISER - 6
WITH \ `, S -�`--------='�-------------- -
5' TRASH RACK - REAR�� Cam_ -PROP. T•
CREST ELEV. = 661.50' 25' EMP ROCK . ♦ - CHECK DAM (TYP.)
"--TEMPORARY SLOPE DRAIN
� a, #LF 13"0 FLEXIBLE PIPE AT
• \ ' MIN 0.5%
PROP. FAIRCLOTH SKIMMER ' - \> • ■ ' _ INV IN = 664.0'
INVERT:659.00' i
i �\\ I \ ,�- • _ 1 _� ■ or' \`\ I \`�� INV OUT = 659.0'
I1 \ RIP RAP &WASHED STONE � , \ ♦ i O\ I \`\\ FILTER BERM (TYP.) . i '� `♦♦
' , \
TEMPORARY SLOPE DRAIN 1
424LF 24"0 FLEXIBLE PIPE ) I
INV IN = 661.4`'----------
\ \ INV OUT = 659.0' _ _ \ \
N 1 1 \ `TEIVPM*� STOCKPILE TO COMPACT DURING
J \\ PLACEMENT. CLEAR ADDITIONAL AREA AS NEEDEDco
I \\
I \ TO PLACE/COMPACT DIRT, EXPANDING SILT FENCE \ co
Q' TO CONTROL WORK AREA AS REQUIRED.
=tr `
\
724
09 / /
'\ SKIMMER BASIN #1
/ DRAINAGE AREA: 7.13 AC.
DISTURBED AREA: 7.13 AC.
LENGTH: +/- 205 FT �` ,
� `� PROP. ,
' WIDTH: +/- 90 FT TEMPORARY /
I •I
SURFACE AREA PROVIDED: 13733 SF STOCKPILE FOR
I ri 559 558 ��0 3L RFACE AREA REQUIRED: 8,888 SF / \ \ TOPSOIL
± CF
661 VOLUME PROVIDED: 47,709 CF 120.000
♦ MAX. HEIR
662 VOLUME REQUIRED: 12,834 CF '♦ \ / /
/ 663 TOP OF BERM: 664'`.
�\ BOTTOM OF BASIN: 658'
\ TOP OF EMERGENCY SPILLWAY: 662.5'
\
\ WEIR LENGTH: 40'
\ \ SKIMMER PIPE DIA: 1.5" `
SKIMMER ORIFICE DIA: 2.25"
A TEMPORARY SLOPED RAIN SKIMMER ORIFICE ELEV: 659' `
#24LF 24"0 FLEXIBLE PIPE DEWATERING TIME: 3.10 DAYS
\
INV IN = 664.0'
DRAINAGE AREA 1
I f INV OUT = 659.0' AREA = 7.13 ACRES
oNUMENr DRAINAGE AREA TO DRAIN TO SKI.M9ER -�� \
♦ BASIN 1ROUGH -D � ESIO' t-14IANNELS
`I \ i ♦ THI V L. ROI ' ��'♦r`\ \�\ \`r\
/ \ \ THEN 10 EXISTING STREAM CHANNELS
SKIMMER BASIN #1
I
I
DRAINAGE AREA: 2.30 AC.
DISTURBED AREA: 2.30 AC.
LENGTH: 210 FT
WIDTH:160 FT
SURFACE AREA PROVIDED: 33,600 SF
SURFACE AREA REQUIRED: 2,867 SF
VOLUME PROVIDED: 94,284 CF
I
-VOLUME REQUIRED: 4,140 CF
/
TOP OF BERM: 664'
BOTTOM OF BASIN: 658'
TOP OF EMERGENCY SPILLWAY: 663.5
WEIR LENGTH: 30.0'
SKIMMER PIPE DIA: 1.5"
SKIMMER ORIFICE DIA: 1.25"
SKIMMER ORIFICE ELEV: 659'
I
DEWATERING TIMEI&Z DAYS
j
��'66� --
PROP.4'PERFORATE
-WITH 5' TRASH RACK
MONUMENT
CREST ELEV. = 661.50
664 �S _ _ _ /
`♦
•
6°
663 g62 661 ,' I
PROP. FPIRCLOTH SKIMI
66 rn
INVERT: 659,00'
\
� I
• I � \ I
N/F /
I 80REN CLAY /
PRODUCTS, CO.
_ TAX ID.• 09-366-001 I
F�q 658 ) DB. 2072, PG. 309
TEMPORARY SLOPE DRAIN- 7�
#LF 13"0 FLEXIBLE PIPE AT � k
MIN 0.5%
INV IN = 664.0'
INV OUT = 659.0'
RIP RAP & WASHED STONE
FILTER BERM (TYP.)
TEMPORARY SILT DITCH/BERM
CONTRACTOR TO FILL ONCE
ON SITE STORMWATER SYSTEM IS STABILIZED
MIN. LONGITUDINAL SLOPE OF 1-2%
MIN. V DEPTH
MAX. 2:1 SIDE SLOPES
DRAINAGE AREA 2
\
AREA = 2.30 ACRES ;� \A\ lot
DRAINAGE AREA TO DRAIN TO SKIMMER
BASIN 2 THROUGH DIVERSION CHANNELS, ` tq
THEN TO EXISTIN
TEMPORARY SILT GITCH/BERM G STREAM CHANNELS o
♦ CONTRACTOR TO FILL ONCE
I
I i I ♦�\ ON SITE STORMWATER SYSTEM IS STABILIZED
I \
I '\ I ♦ \ \ MIN. LONGITUDINAL SLOPE Or=♦1-2%
I / I♦
I
I �
I ,
I�
I M�
I
I
I LL l O
I �
I `Y' II
it oL co
/
I `
/
/
/
" 4 UN
D
ND ;
wv
24" RCP- \`��---------------- EX -
MIN. I DEPTH
MAX. 2:1 SIDE SLOPES '
/ \ S
PROP. 10'X18'�\ c\\ ��
` CONCRETE AND TIRE WASH (\ o ' I I `\ kX. CONCRETE / D
�.\ f .
I\\ �\ / ..4 \. DRIVE TBR a
�--s- < > DRAINAGE AREA 3
CmB
0 SETS-� - I -- \\ - 20' S£T�C - -� "-s- r� -'------� co\
------------------------------- �- ,- -�- ,-- -� b� -��� AREA ACRES i 0.97
bBUFF / `\ o /''b'.: ; 7 `SUS ER /:rb. j� �.. r. / \\ �\ /
----� �-- _ - - - - - - - - ----------------;- 1 - �,------------'�--- - �" { -- � ------------------------J rn
f Igor
TfL -7
�� =. �; S_5 / I I f,:.';.k 1 % SEX. 197t1 EX. POLE --_-------
�S �_ INV.= EX. FH ; J ;' o EX. WM b•... ,'' SEX. POLE ,. ...:\\ �) �� I ,' / EK POLE
�3 _�S� / I , F3 >n , , EX. WV' EX. WV -� `6'. b' \ I �\ INV.=662.60 \ \
\ 5 �• OH
POLE - - - ..%-:----- - .PRO PR_OPFRTr LINE He _ ' \�•''�, '-9H Op E OH-
LOp
it _
H� ---- .- ..... _ ------
:T b ��
--- -- � --- ----- ------ �- � ----------- - ONED 8 -
_ W
' LU
IELE----- --- w rub ' - - -� � -
---- ---- OLD CCJHiAR LO �E �H WY' , --- � P1 ------ IP1 '----PED
-- - -----57'05 €----------------------
c� OD LOD LOD _.LOpl_= � LOD - 7A 07' (tied T �'� n
t(�'----- - - -- -----------
,.- o--____-, �� �ciauL, / P!I JLeJUI � �"�
"166
------Ald
,, _--------
--------------- ---- ---'' -- - - -
-------- --- - _ - - -
------------------- CONS7Rt'66j N
----------------------------------- ---- ENTRANCE- _ --- - ---- ---
- --- _ - --
a EDGE OF-1 - - - - - - F_ _ _ EX. EDGE OF _ ' CONCRETE
�'T1/� �""INTER �11N---'-----�
PAVEMENT EX. POLE - _ `` ' _------_
PAVEMENT - (BY OTHERS,• ,5E£ PLANS MONL;"SENT
lNV = I l % N.472, 698.127
p/IE-PAR£ BY KENNEY DESIGN
NOTES SEQUENCE OF CONSTRUCTION - PHASE I EROSION AND SEDIMENT
• ALL DEMOLITION AND ONSITE HAULING TO BEAN APPROVED LOCATION CONTROL PLAN NARRATIVE:
1.
EROSION CONTROL PLAN IS APPROVED BY THE NCDEQ EROSION CONTROL PROGRAM.
•
TOTAL ON -SITE DISTURBANCE AREA = 9.38 ACRES
•
CONTRACTOR TO ENSURE ALL DRAINAGE ON -SITE TO DRAIN AWAY FROM ADJACENT PROPERTIES THROUGH
2.
PRIOR TO ANY CLEARING, INSTALLATION OF SEDIMENT CONTROL MEASURES, OR GRADING, A PRE -CONSTRUCTION MEETING MUST
EXISTING AND PROPOSED DITCHES.
BE CONDUCTED ON -SITE WITH THE SEDIMENTATION AND EROSION CONTROL INSPECTOR, UNION COUNTY ENGINEERING DIVISION,
•
TEMPORARY ON -SITE SKIMMER BASINS TO BE BUILT TO FINAL WET POND BASIN DESIGN DEPTHS. CONTRACTOR TO
AND UNION COUNTY PUBLIC SERVICES TO DISCUSS EROSION CONTROL MEASURES. (48 HOURS MINIMUM NOTICE)
EXCAVATE SKIMMER BASINS A MINIMUM OF 1' LOWER THAN FINAL BUILD OUT DEPTH TO ALLOW FOR SEDIMENT
CLEANOUT. (SEE PERMANENT POND DETAIL SHEET)
3.
CONTRACTOR MUST NOTIFY THE NCDEQ SEDIMENTATION AND EROSION CONTROL INSPECTOR 48 HOURS PRIOR TO THE START OF
•
WHERE SILT FENCE IS NOT PROVIDED, ORANGE MESH SAFETY FENCE IS TO BE PROVIDED TO DELINEATE SITE WORK
EARTH DISTURBANCE.
AREA.
•
ANY STONE REQUIRED AT TOE OF SLOPES TO BE FIELD COORDINATED AND PROVIDE AS NEEDED.
4.
THE LIMITS OF DISTURBANCE MUST BE FIELD MARKED PRIOR TO INSTALLATION OF SEDIMENT CONTROL MEASURES, DEMOLITION
•
REFER TO PERMANENT DIVERSIONS (CLEAN WATER DITCH) SPECIFICATIONS IN SECTION 6.21 OF NCDEMLR EROSION
OR OTHER LAND DISTURBING ACTIVITIES.
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (REV. 5/2013)
•
CONTRACTOR TO REFER TO UNION COUNTY DEVELOPMENT ORDINANCE SECTION 70.030-C "BUFFER VEGETATION
5.
INSTALL SEDIMENT AND EROSION CONTROL MEASURES, INCLUDING SILT FENCE, TREE PROTECTION FENCE, (2) SKIMMER BASIN,
AND USE" FOR PROPER RIPARIAN BUFFER PROTECTION DURING CONSTRUCTION.
DIVERSION DITCHES AND STABILIZED CONSTRUCTION ENTRANCE/EXIT. PRIOR TO BRINGING SKIMMER BASINS ONLINE,
•
"STREAMSIDE ZONE" OF INTERMITTENT STREAM BUFFER ALLOWED/NOT ALLOWED USES:
CONTRACTOR TO INSTALL ASSOCIATED BMP OUTFLOW PIPES TO ENSURE PROPER DRAINAGE TO EXISTING OFFSITE STORMWATER
CUTTING OR CLEARING NOT ALLOWED
NETWORK. ALSO, AREAS MARKED ON PLANS INDICATING FILLING/CUTTING EXISTING SOIL TO PROMOTE POSITIVE DRAINAGE TO
PERPENDICULAR UTILITY CROSSINGS ALLOWED
DIVERSION DITCHES SHALL BE COMPLETE PRIOR TO BRINGING BASINS/TRAP ONLINE.
NEW PARALLEL SANITARY SEWER LINES ARE ALLOWED AS LONG AS NO "PRACTICABLE ALTERNATIVE" EXISTS
AND MITIGATION IS PERFORMED FOR THE IMPACTS
PERIMETER CONTROLS SHOULD BE CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL
- FENCES PROVIDED INSTALLATION DOES NOT RESULT IN THE REMOVAL OF TREES WITH A 6" DIAMATER AT
SEDIMENTATION ON THIS SITE BY CONTRACTOR. PERIMETER CONTROLS ARE TO REMAIN FUNCTIONING FOR THE DURATION OF
BREAST HEIGHT OR LARGER
THE PROJECT. THE MONITORING AND INSPECTING OF EROSION CONTROL MEASURES SHOULD FOLLOW THE GUIDELINES OF THE
- WETLAND/STREAM/BUFFER RESTORATION AND MITIGATION APPROVED BY STATE/FEDERAL AGENCIES
NPDES PERMIT (GENERAL PERMIT NCG 010000).
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.
TEMPORARY SEEDING:
THE CONTRACTOR SHALL APPLY TEMPORARY SEEDING AS
NEEDED/REQUIRED THROUGHOUT CONSTRUCTION WHENEVER
DISTURBED AREA IS TO REMAIN FOR 7 OR MORE DAYS.
• "MANAGED USE ZONE" OF INTERMITTENT STREAM BUFFER ALLOWED/NOT ALLOWED USES:
ALL USES ALLOWED IN STREAMSIDE ZONE 6. CONTACT SEDIMENTATION AND EROSION CONTROL INSPECTOR UPON COMPLETION OF INSTALLATION OF ALL PERIMETER EROSION
OVERHEAD/UNDERGROUND UTILITIES AND SEDIMENT CONTROLS PRIOR TO PROCEEDING WITH ANY OTHER EARTH DISTURBANCE OR GRADING.
STORMWATER BMP
PER UNION COUNTY STORMWATER DEPARTMENT (6/29/18), GRADING AND FILLING IS ALLOWED IN MANAGED 7. UPON APPROVAL FROM SEDIMENTATION AND EROSION CONTROL INSPECTOR, COMPLETE DEMOLITION OF ANY SITE FEATURES
USE ZONE, WHEN ASSOCIATED WITH UNDERGROUND UTILITY CONSTRUCTION (APPROVED USE) AND SHEET (PAVEMENT, CURB, ETC.), CLEARING AND GRUBBING, AND STRIP SITE OF TOP SOIL.
FLOW IS MAINTAINED THROUGH THE BUFFER AREA
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.
LEGEND
SITE FEATURES
BOUNDARY LINE
mimmmiLODimmimmi
PROPOSED LIMITS OF DISTURBANCE
--,Y,Y,y -
EXISTING CONTOUR ELEVATIONS
PROPOSED CONTOUR ELEVATIONS
EXISTING STORM DRAIN
®
PROPOSED STORM DRAIN
IXISTING SLOPE ARROW
EROSION DETAILS
CE
CONSTRUCTION EXIT
®F
IM%Tt1R&%T FENCE
RIP -RAP APRON
RPI
ROCK PIPE INLET PROTECTION
IP1
BLOCK AND GRAVEL INLET PROTECTION
IP2
SILT SACK INLET PROTECTION
CW
CEMENT AND CONCRETE WASHOUT
®
$P
TEMPORARY STOCKPILE
®
$P
PERMANENT TOPSOIL STOCKPILE
DIVERSION
IV RSIONROL CHANNEL WITH EROSION
ABRIC
CONT$
r]E ORARY SEEDING OR STABILIZATION
(SEE NOTE THIS SHEET)
®
CD
ROCK CHECK DAM
B
Tg
TEMPORARY BAFFLE
FAIRCLOTH SKIMMER
SB
SEDIMENT BASIN
-1(-
gq
'ORANGE' SAFETY FENCE
gq
TRAFFIC BARRICADE
DRAINAGE AREA
7D
7 DAY STABILIZATION
TREE PROTECTION FENCE
x-
POTENTIAL TREE PROTECTION
�F
SILT FENCE
Xx
HIGH HAZARD SILT FENCE
SOILS LEGEND
CID CHANNERY SILT LOAM
(1 TO 5% SLOPES)
GOLDSTON-BADIN COMPLEX
�S�
(2 TO 8% SLOPES)
TARRUS GRAVELLY SILT LOAM
(2 TO 8% SLOPES)
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
OLD CHARLOTTE HIGHWAY.
THE DEVELOPMENT IS LOCATED ON A VACANT LOT WITH MAJORITY EXISTING PERVIOUS CONDITIONS INCLUDING
FIELDS AND WOODED AREAS. THEREFORE, THE SITE IS NOT EXEMPT FROM STORMWATER MANAGEMENT
PRACTICES AND WILL NEED TO OBTAIN APPROPRIATE PERMITS FROM THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY.
SILT FENCING IS PROPOSED AROUND THE PERIMETER OF THE PROPERTY TO PROTECT LOCAL RESOURCES AND
TO RETAIN SEDIMENT FROM EXITING THE SITE. FENCING IS TO BE REGULARLY INSPECTED FOR DEFICIENCIES
AND REQUIRED MAINTENANCE. THE ENTRANCE TO THE CONSTRUCTION SITE WILL INCLUDE THE INSTALLATION
OF A STABILIZED CONSTRUCTION ENTRANCES TO REMOVE DEBRIS FROM TRAFFIC ENTERING AND LEAVING THE
EXISTING SITE. OFFSITE BORROW SOIL MUST BE APPROVED BY GEOTECHNICAL ENGINEER.
(2) TEMPORARY SKIMMER BASIN 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.
0
40 20 10 0 40
1 "= 40'
01
REVISIONS
REV DATE I COMMENT I BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC182110
DRAWN BY: SOM
CHECKED BY: SRF
DATE: 12/11 /2019
SCALE: 1 "=40'
CAD I.D.: NCC182110OP0
PROJECT:
ARKA
HEIGHTS
FOR
ARKA HEIGHTS,
LOCATION OF SITE
4610 OLD CHARLOTTE HIGHWAY
MONROE, NC 28110
UNION COUNTY
E2 TM
0 0 J ���
]ENGHN E]EKING NC, P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)30hierEng.com
rSHEET TITLE:
E&SC PLAN
PHASE I
SHEET NUMBER:
C-601
H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION D0CUMENTS\NCC1821100P0.DWG PRINTED BY: MMOORE 12.16.19 @ 5:57 PM LAST SAVED BY: RBRELAND

660
14 - �-- STM _ --- ---� -
A-1.1
N/F
BOREN CLAY
PRODUCTS, CO.
TAX 1D.• 09-363-024
DB. 2072, PG 309
\
♦
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I ,
' \`\ S52°16'20"E 956.78' \
O\
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STM ----------- O
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APPROX. ADA PRODUCTS, CO.
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b STM DB. 2072, PG. 309
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+/-15,800 SF /
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44 UNITS (2 ADA) \ ;
APPROX. ADA 64 BEDS O `
FFE: 666.17LL
\ \\ LL ------ �' -----' '--------- / � STM 5.
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44 UNITS (2 ADA)
45 UNITS (3 ADA)
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APPROX. ADA 69 BEDS I
FFE: 667.17
UNIT LOCATION FFE: 667.17
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EX EXEDGE OF
EX. EDGE OF �� _ --- -" CONCRETE
PAVEMENT \ PAVEMENT \ ` MONO,"SENT
I ' / b
�' N.•472,698.127
SWPPP UPDATES AND AMENDMENTS
SEQUENCE OF CONSTRUCTION - PHASE 11
NOTES
•
ALL DEMOLITION AND ONSITE HAULING TO BE AN APPROVED LOCATION.
THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND
1.
CONTACT SEDIMENTATION AND EROSION CONTROL INSPECTOR FOR APPROVAL TO PROCEED.
0
TOTAL ON -SITE DISTURBANCE AREA = 9.38 ACRES
GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR:
0
CONTRACTOR TO ENSURE ALL DRAINAGE ON -SITE TO DRAIN AWAY FROM ADJACENT PROPERTIES THROUGH
BMP INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G., PAVING, STORM SEWER INSTALLATION, FOOTING INSTALLATION,
2.
TEMPORARILY STABILIZE GRADED AREAS (NON -STEEP SLOPES) AS REQUIRED.
EXISTING AND PROPOSED DITCHES.
ETC.), CLEARING, GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT STABILIZATION.
0
TEMPORARY ON -SITE SKIMMER BASIN TO BE BUILT TO FINAL WET POND BASIN DESIGN DEPTHS. CONTRACTOR TO
3.
COMPLETE ROUGH GRADING. COMPLETE THE INSTALLATION OF STORMWATER SYSTEM, TEMPORARY SKIMMER BASIN, SITE UTILITIES, AND
EXCAVATE SKIMMER BASINS A MINIMUM OF 1' LOWER THAN FINAL BUILD OUT DEPTH TO ALLOW FOR SEDIMENT
IMPORTANT:
ALL PERMANENT SOIL SLOPES AS MARKED ON PLANS. CONTRACTOR TO PROVIDE OVERLAND DRAINAGE TOWARD SEDIMENT BASIN UNTIL
CLEANOUT. (SEE PERMANENT POND DETAIL SHEET)
THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI) TO THE CIVIL ENGINEERING CONSULTANT (CEC) AND OBTAIN WRITTEN
STORM PIPES COMPLETELY INSTALLED, THEN DIVERT TO INLETS.
0
REFER TO PERMANENT DIVERSIONS (CLEAN WATER DITCH) SPECIFICATIONS IN SECTION 6.21 OF NCDEMLR EROSION
CEC APPROVAL BEFORE DOING ANY OF THE FOLLOWING:
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (REV. 5/2013)
4.
CONTACT SEDIMENTATION AND EROSION CONTROL INSPECTOR UPON COMPLETION OF ROUGH GRADING, BUT PRIOR TO PLACING TOPSOIL,
0
CONTRACTOR TO REFER TO UNION COUNTY DEVELOPMENT ORDINANCE SECTION 70.030-C "BUFFER VEGETATION
1. MODIFYING EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE TYPICALLY ONLY APPROVED IF SPECIFIED MATERIALS ARE NOT
PERMANENT DRAINAGE, OR OTHER SITE DEVELOPMENT IMPROVEMENTS AND GROUND COVERS.
AND USE" FOR PROPER RIPARIAN BUFFER PROTECTION DURING CONSTRUCTION.
AVAILABLE OR THERE IS A VALID REASON THE SPECIFIED BMP WILL NOT WORK)
•
SEE LANDSCAPE PLAN FOR PERMANENT SODDING AND MULCHING. ONCE AREA IS BROUGHT TO GRADE, AREA IS TO
2. ADDING/DELETING EROSION OR SEDIMENT CONTROL BMPS;
5.
TEMPORARY SEDIMENT TRAP TO BE FILLED ONCE ONSITE STORMWATER SYSTEM IS STABILIZED. INSTALL CURB ALONG THE PERIMETER OF
BE STABILIZED WITHIN 7 DAYS. FOR ANY UNSTABLIZED AREA THAT WILL NOT BE DISTURBED WITHIN 14 DAYS, AREA IS
3. MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE; OR
THE SITE TO AID IN THE PROTECTION OF THE EXISTING ADJACENT PROPERTIES AND THE ADJACENT ROADWAYS.
TO BE SEEDED WITHIN 7 DAYS OF DISTURBANCE.
4. PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE SWPPP.
6.
CONTACT SEDIMENTATION AND EROSION CONTROL INSPECTOR PRIOR TO CONVERSION OF BASINS. TEMPORARY BASINS ARE ALLOWED TO
0
PERMANENT GROUNDCOVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE
THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT CEC APPROVAL, IN AN EMERGENCY SITUATION TO PREVENT SEDIMENT
BE CONVERTED TO PERMANENT BASINS UPON 80% STABILIZATION OF THE CORRESPONDING DRAINAGE AREA. ONCE INSPECTION
THAN 90 CALENDAR DAYS (WHICHEVER IS SHORTER).
DISCHARGE OR PROTECT WATER QUALITY; HOWEVER, GC MUST NOTIFY THE CEC AS SOON AS PRACTICAL AS TO THEIR ACTIONS TO DISCUSS THE
APPROVAL IS RECEIVED, CONVERT SKIMMER BASIN TO STORMWATER PONDS.
NEED FOR ADDITIONAL OR SUPPLEMENTAL MEASURES AND TO OBTAIN THE REQUIRED APPROVALS. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE
•
SEE PERMANENT POND DETAIL SHEET FOR DETAILED POND NOTES.
TO ENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY.
7.
KEEP INLET PROTECTION BLOCKED WITH STONE UNTIL STORMWATER SYSTEM IS COMPLETELY INSTALLED.
KEEP ROAD WATER DIVERSIONS (WATERBAR, SAND BAG, EROSION EEL, ASPHALT BERM, ETC) UP UNTIL STORMWATER SYSTEM IS
0
WHERE SILT FENCE IS NOT PROVIDED, ORANGE MESH SAFETY FENCE TO BE PROVIDED TO DELINEATE SITE WORK
AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS ACCEPTABLE TO ADD ADDENDA SKETCHES NEW SECTIONS DETAILS
COMPLETELY INSTALLED AND SEDIMENT BASIN IS CONVERTED TO POST -CONSTRUCTION STORMWATER SCM.
AREA.
AND/OR REVISED DRAWINGS THAT HAVE THE CEC NAME IN PRINT, ARE STAMPED, SIGNED, DATED, AND ARE ACCOMPANIED BY WRITTEN COPY OF THE
ASSOCIATED RFI AND ITS RESPONSE FROM CEC. ENGINEERED ITEMS MUST BE SIGNED AND STAMPED BY THE CEC OF RECORD FOR THE PROJECT.
8.
FINE GRADE AND INITIATE FINAL PAVING. PERMANENTLY STABILIZE ANY REMAINING AREAS IN ACCORDANCE WITH THE PERMANENT
0
ANY STONE REQUIRED AT TOE OF SLOPES TO BE FIELD COORDINATED AND PROVIDED AS NEEDED.
SODDING SCHEDULE AND NOTES. INSTALL FINAL SITE LANDSCAPING.
•
TOTAL IMPERVIOUS SURFACE COVERAGE AT BUILT OUT CONDITION (NOT TO INCLUDE STREETS TO BE ACCEPTED BY
9.
REQUEST FINAL APPROVAL FROM THE SEDIMENTATION AND EROSION CONTROL INSPECTOR PRIOR TO REMOVING ANY REMAINING
NCDOT.). CALCULATIONS ARE AN APPROXIMATION OF TOTAL COVERAGES.
SEDIMENT CONTROL MEASURES AND UPON COMPLETION OF FINAL GRADING, PERMANENT DRAINAGE, AND EROSION CONTROL FACILITIES,
PERVIOUS COVER = 93,181 SF
INCLUDING ESTABLISHED GROUND COVERS AND PLANTING, AND ALL OTHER WORK OF THE BUILDING PERMITS.
IMPERVIOUS COVER = 179,587 SF (63% OF TOTAL)
•
"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
0
LEGEND
SITE FEATURES
BOUNDARY LINE
�LOD�
PROPOSED LIMITS OF DISTURBANCE
- -XXX- -
EXISTING CONTOUR ELEVATIONS
PROPOSED CONTOUR ELEVATIONS
EXISTING STORM DRAIN
®
PROPOSED STORM DRAIN
EXISTING SLOPE ARROW
EROSION DETAILS
CE
CONSTRUCTION EXIT
®F
IM%Tt-R&%T FENCE
RIP -RAP APRON
RPI
ROCK PIPE INLET PROTECTION
IPl
BLOCK AND GRAVEL INLET PROTECTION
IP2
O
SILT SACK INLET PROTECTION
CW
CEMENT AND CONCRETE WASHOUT
®
$P
TEMPORARY STOCKPILE
®
$P
PERMANENT TOPSOIL STOCKPILE
DIVERSION
IV RSIONROL CHAN EL WITH EROSION
ARIC
CONT$
r]E ORARY SEEDING OR STABILIZATION
(SEE NOTE THIS SHEET)
®
CD
ROCK CHECK DAM
B
TB
TEMPORARY BAFFLE
FAIRCLOTH SKIMMER
SB
SEDIMENT BASIN
-1(-
gq
'ORANGE' SAFETY FENCE
gq
TRAFFIC BARRICADE
DRAINAGE AREA
7D
7 DAY STABILIZATION
�W_
TREE PROTECTION FENCE
x-
POTENTIAL TREE PROTECTION
SF
SILT FENCE
) X
HIGH HAZARD SILT FENCE
SOILS LEGEND
CID CHANNERY SILT LOAM
(1 TO 5% SLOPES)
GOLDSTON-BADIN COMPLEX
G8B
(2 TO 8% SLOPES)
TARRUS GRAVELLY SILT LOAM
(2 TO 8% SLOPES)
40 20 10 0 40
1 "= 40'
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REVISIONS
REV DATE I COMMENT I BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC182110
DRAWN BY: SOM
CHECKED BY: SRF
DATE: 12/11 /2019
SCALE: 1 "=40'
CAD I.D.: NCC1821100P0
PROJECT:
ARKA
HEIGHTS
FOR
ARKA HEIGHTS,
LLC
LOCATION OF SITE
4610 OLD CHARLOTTE HIGHWAY
MONROE, NC 28110
UNION COUNTY
E2 TM
0 0 J ���
]ENGHN E]EKING NC, P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
SHEET TITLE:
E&SCE PLAN
P11ASE 11
SHEET NUMBER:
cr-1-602
H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION D0CUMENTS\NCC1821100P0.DVVG PRINTED BY: MMOORE 12.16.19 @ 5:57 PM LAST SAVED BY: RBRELAND

MAINTAIN STOCK PILE SURFACE
IN ACCORDANCE WITH TEMPORARY
r11\\/UIVV VL/VVIVI IILL JI L.1L VI
STOCKPILE
TEMPORARY STOCKPILE
SOURCE BOX N. T. S.
BOHLER LAST REVISED:
DETAIL
DECEMBER 2014
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1607.01
ISTING ASPHALT
PLAN VIEW
EMBANKMENT SHOULD BE
MACHINE COMPACTED AND
STABILIZATION MATTING
PLACED ON SLOPES.
SKIMMER
1�
ARM
BASIN BOTTOM
ELEVATION (BE) FLEXIBLE
HOSE
TEMP. STUB
TOP OF
EMBANKMENT
ELEVATION (ETE)
TOP OF
EMERGENCY
WEIR JEW)
Z2
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BARREL
OUTLET
(BOE)
BASIN
NO.
Z1
(FT)
Z2
(FT)
TOP E.
WEIR
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(FT)
EMBANKMENT
CLEAN
OUT
ELEV
COE
(FT)
BOTTOM
ELEV
BE
(FT)
TOP ELEV
ETE
(FT)
3
3
1 630.45
624.50
618.50
617.50
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
O TAEL LAST REVISED:CS
B SKIMMER BASIN
D N.T.S.
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PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
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2.
LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
1LL.0
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BY ALL CONSTRUCTION VEHICLES.
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3.
MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
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PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
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4.
ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
r
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.
8.
INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
LL
FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
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1607.01
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
^off LAST REVISED: STANDARD
DETAIL
FEBRUARY 2017
SEE SITE MAP FOR LOCATION.
SLOPE TO DRAIN
N.
SOURCE BOX CE CONSTRUCTION EXIT
LAST REVISED: STANDARD N.T.S.
DETAIL
FEBRUARY 2017
Table 0.1 Us
Temporary Seeding
Recommendations for Late
Winter and Early Spring
Table 6.1Ob
Temporary Seeding
Recommendations for
Summer
Seeding mixture
Species Rate (Iblacre)
Rye (grain) 120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespedeza when duration of temporary cover isnot to
extend beyond June.
Seeding dates
Mountains -Above 2500 feet Feb. 15 - May 15
Below 2500 feet: Feh.. II - May 1
Piedmont -Jan. t - May 1
Coastal Plain -Dec. II -Apr. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 Iblacre ground
agricultural limestone and 75C lWacre 10-10-10 fertilizer.
Mulch
Apply 4,00011 straw. Andlor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize it growth is not fully adequate. Reseed, refertilize and mulch
immedlalely following erosion or other damage.
Seeding mixture
Species Rate (Iblacre)
German millet 40
In the Piedmont and Mau nlairs, a small -stemmed Sudangrass may be
suhstioted at a rate of 50 Iblacre-
Seeding dates
Mountains -May 15-Aug. 15
Piedmont -May 1 -Aug. 15
Coastal Plairr-Apr. 15 -Aug. 15
Sail amendments
Follow remmmendat8ons of ..it tests or apply 2,000 Ibd- ground
agricu0ural limestone and 750 lWacre 10-10-10 fertilizer.
Mulch
Apply 4,000lb/acre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following emsion or other damage.
Table 6.10c
Temporary Seeding
Recommendations for Fall
Seeding mixture
Species Rate (Iblacre)
Rye (grain} 120
Seeding dates
Noun tains-Aug. 15 - Dec. 15
Coastal Plain and Piedmont -Aug. 15 - Dec. 30
Sold amendments
Follow soil tests or apply 2,000 Iblacre ground agricultural limestone
and 1,0001bbacre 10-10-10 fertilizer.
Mulch
Apply 410001biacm straw. Anchor straw by tacking with asphalt, netting,
or 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. Topdress with 50
Iblacre of nitrogen. in March. If it is necessary to extent temporary
cover beyond June 15, overaeed with 50 Iblacre Kobe (Piedmont and
Coastal Plain) or Korean (Mountains) lespedeza in late February or
early March.
PLANT SELECTION
Select an appropriate species or species mixture from Table 6.I0a For seeding
in late winter and early spring, Table 6-10b for summer, and Table it For
fall.
In the Mountains, December and January medings have poor chances of
success. When it is necessary to plant at these times, use recommendations
for fall art a redly lacked mulch.
SEEDING
Evenly apply scdd using a cyclone seeder( broadcast), drill, culfipacker seeder,
or hydroseeder. Use seeding rates given in Tables 6.10a.-6.10a Broadcast
-ruling and hydrosceding are apprapriale for steep slopes where equipment
cannot be drixcn. Hand broadcasting is not recommended because of the
difficulty in achieving a aDiform distribudu0.
Small grains should be planted no more than I inch deep, emit grasses and
legumes no more Than F2 inch. Broadcast seed must be covered by raking
or chain dragging, and then lightly fumed with a roller or cultipacker.
Hyd-sodded mixtures should include a woad filer (cellulose) mulch.
SOURCE BOX TEMPORARY SEEDING SPECIFICATION
LAST REVISED: NCDEQ TS N.T.S.
STANDARD
MAY 2013 DETAIL
Drape baffle material overwire strand and
securewith plastic ties at posts and on wire every 12"
915augeMinHigh -/~ T
Tension Wire Strand 3' M1IN
Shall Be Secured
To Post To Support
Baffle Material 31PIPIPipipi !EIMIPIPIP
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) coirfiber baffles in basins
at drainage outlets with a spacing of 1 /4 the
basin length. 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. --oid ,
Variable Depth
Secure bottom of baffle to ground With
2'staples at 12" maximum spacing.
I
I
i
Steel Post
2'-0"Depth
Baffle Material should be secured to the bottom
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.
Curb Opening
Optional Overflow
SIZE 36" X
2411 X to,,
GILT 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
GF
0.atwrwFowasd, {e..mom.,ay C[.r+rarred
,I�c i h l �0c C,
I1 I c, E`34
F: EIS FE HEI T�LCEI
TENSAR - NORTH AMERICAN GREEN
SC150
LONGEVITY 24 MO.
APPLICATIONS MEDIUM FLOW CHANNELS
2:1-1:1 SLOPES
DESIGN UNVEGETATED
PERMISSIBLE 2.00(96)
SHEAR STRESS
Ii (Pa)
DESIGN UNVEGETATED
PERMISSIBLE 8,00(2.44)
VELOCITY
ft/s (m/s)
TOP NET HEAVYWEIGHT UV -STABILIZED
POLYPROPYLENE
2.9 Ibs/1000 ft2
(1.47 1 Trill
APPROX WT
CENTER NET N/A
FIBER MATRIX STRAW/COCONUT MATRIX
70% STRAW
0.35 Il
(0.19 1 mi
30% Coconut
0.15 Il
(0.08 1
BOTTOM NET LIGHTWEIGHT PHOTODEGRADABLE
POLYPROPYLENE
1.50 Ibs/1000 ft2
(0.73 1 Trill
APPROX WT
THREAD I DEGRADABLE
C EROSION CONTROL FABRIC
N.T.S.
SOURCE BOX
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 STONE �.
A B 4TO 6'
CROSS SECTION
9" MIN.
PROFILE VIEW /
1.5' M IN.
FILTER CLOTH
PLAN VIEW
SOURCE BOX ROCK CHECK DAM
BOHLER LAST REVISED:
DETAIL CD TEMPORARY AND PERMANENT
DECEMBER 2014 N.T.S.
PVC VENT PIPE FOR DEWATERI&
CONTACT. J.W.FAIRCLOTH & SON TIME TO DEWATE : _ TO _ DA
[phone] (PHONE/FAX) INLET END. ORIFICE INSIDE
PATENT # 5,820,751 SCREEN AND ACCESSIBLE
X THROUGH DOOR
WATER ENTRY UNIT
NOTE: SKIMMER MAY VARY
SLIGHTLY FROM ILLUSTRATION PVC ELBOW (TYP.)
PVC END CAPS /
- A FLOAT - "C"
_ ENCLOSURE
OUTLET END; ATTACHES TO A
SCHEDULE 40 PVC PIPE,
WHICH SHALL BE CONNECTED
TO TEMPORARY ORIFICE PLATE
IN OUTLET STRUCTURE
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
C ORIFICE PLATE
FLEXIBLE HOSE E��� PVC TEE
SCH 2"x4" PLYWOOD
GUIDE ROD (2 TYP.) CLASS B STONE PAD
(4' X 4' X 1' MIN.)
BOTTOM SURFACE
FRONT VIEW
IgOS
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1IE 2 CFs/ACFE 05131010E
1) ell ItoPE Axe salil ell eE lisaute FmA gun wAD re 10P of sim BEAM. Guet It11PE sou at
a See or I-crN t0 am swel WAD FIFE moos nom cIFM our asia M, 70 MP W RE 2 CFS/AC
DMIANX 111307011.
MAINTENANCE NOTES,
1. INSPECT SKIMMER BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT AND
REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE M 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 M THE SIDE OF THE BASIN AND REMOVE THE DEBRIS.
ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO, 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 RCLOTH SKIMMER
DETAIL N.T.S.
DECEMBER 2014
REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
ll
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC182110
DRAWN BY: SOM
CHECKED BY: SRF
DATE: 12/11 /2019
SCALE: 1 "=60'
CAD I.D.: NCC18211OSD0
PROJECT:
ARKA
HEIGHTS
FOR
A]E KA HEIGHTS
LLC
LOCATION OF SITE
4610 OLD CHARLOTTE HIGHWAY
MONROE, NC 28110
UNION COUNTY
r
O o 0 � ���
E `NGH `NIEIEIf$IIFdG 13CP P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
EROSION AND
SEDIMENT
DETAILS
SHEET NUMBER
1
H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC18211OSDO.DWG PRINTED BY: MMOORE 12.16.19 @ 5:58 PM LAST SAVED BY: MMOORE

12" min. of NCDOT #5 �--
Cross-Section 5, n
or #57 washed stone .-- t-\ --�:9,~r,�i{ y �� ------ -�------------------------
3
3600 cu ft/acre I
5'
max
1 .5
•1 'Iter
1• in
fi
m
fabric
Design settled 21' Overfill 6" for
top min. settlement
Plan View
� ,•fir `,-
*�►_ ., 15 Emergency by
4' 2 y�oQ F pass 6" below
----------- ------ 5----------- min. p
max �` settled top of
fill 1 - { r+ \ate dam
2' to 3.5' �• ,� , , ti1��+
---------------- Natural
3 Ground
filter
fabric min.
TEMPORARY SEDIMENT TRAP
URCE BOX
NCDEQ LAST REVISED: N.T.S.
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 BACKFILL
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 -'
TAKE TIE BACKS (TYP.)
WITH TWO ADDITIONAL TIES AT
INSIDE CORNERS ONLY _
z
N
COMPACTED
FINISHED GRADE BACKFILL
UNDISTURBED'/�\\��\\`//`/
GROUND
z \�
0
N
�IIIII ��il!I
�IIIIMIIII��llil �
V
•
FINISHED GRADE
48" MIN. STEEL POSTS (60" MIN. ON
SLOPES 3H:1V 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"
\ -
.. f)' -
18"
l 0
A
\ \
B
\ 1
6 C
111 O
\
.\ \
CRITICAL POINTS
1
A. OVERLAPS AND SEAMS
A
B. PROJECTED WATER LINE
C. CHANNEL BOTTOM SIDE
C SLOPE VERTICES
Y
O
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE WHEN USING CELL-G-SEED DO NOT SEED PREPARED AREA CELL-0-SEED MUST BE INSTALLED
WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15om) DEEP X 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. BACKFILL 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 WIDE TRENCH. BACKFILL AND
/ ( ) ( ) ( )
COMPACT THE TRENCH AFTER STAPLING.
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" (10cm) APART AND 4" (10cm) 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 6" (15cm) WIDE TRENCH. BACKFILL 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.T.S.
DETAIL
DECEMBER 2014
POSTS: STEEL T OR U TYPE.
FENCE: WOVEN OR WELDED WIRE,
14 GA., 6"X6" MAX. MESH
OPENING
0
TI-TIE BACKS (TYP.)
z
6" X 6" TRENCH COMPACTED
BACKFILL 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
GROUND
UNDISTURBED \\\ \� I.: \
'�/.�� L, . I/.� /.� .
EMBEDDED SILT FENCE FABRIC MIN. jj\r;x ///xj/i\j/i\j/'
6" INTO GROUND W/ 6" LAID ALONG z ,\\yl /\
BOTTOM OF TRENCH. SOIL SLICING IN j\�I r
ACCORDANCE WITH ASTM D 6462 EMBEDDED SILT FENCE FABRIC MIN.
8.2.2 IS ALSO ACCEPTABLE. o 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)
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
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
THE GEOTEXTILE OR FABRIC AND THE WOVEN OR WELDED WIRE FENCE TO
THE POST AS PREVIOUSLY STATED. IN ADDITION, EACH TIE PLACED ON A
POST SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN
TIGHTENED TO PREVENT SAGGING.
4.
WHEN TWO SECTIONS OF SILT FENCE FABRIC ADJOIN EACH OTHER, THEY
SHALL BE OVERLAPPED A MINIMUM OF 60" ACROSS TWO POSTS, AS
SHOWN.
5.
ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS THE STATIC
SLICING EQUIPMENT IS UTILIZED TO INSTALL THE FENCE PER DETAIL, "SILT
FENCE INSTALLATION (SLICING METHOD)".
6.
WRAP APPROXIMATELY 6" OF FABRIC AROUND THE END POSTS AND
SECURE WITH 3 TIES.
7.
COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH
THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING
AT LEAST 60 POUNDS PER SQ. INCH. COMPACT THE UPSTREAM SIDE FIRST.
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)
Permittivitys
ASTM D 4491
sec-1
0.05
0.05
MARV
Apparent Opening Sizes
ASTM D 4751
mm
0.60
0.60
Max. ARVG
(US Sieve #)
(30)
(30)
%
70% after
70% after
Typical
Ultraviolet Stability
ASTM D 4355
Retained
500 h of
500 h of
Strength
ex osure
exposure
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
12" MIN. FREEBOARD o=��
W� NOTE 2
3
DESIGN FLOW DEPTH 1
- � -
\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\
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
\-N OTE 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
257'
1-2%
12"
TRIANGLE (-)
STRAW WITH NET MATTING
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.TABLE 1 TAKEN FROM ASTM D SEDIMENTATION/SILT FENCE
SO RC BOX
LAST REVISED: SF WITH WIRE BACKING LAST REVISED:
STANDARD N.T.S.
JUNE 2012 DETAIL JUNE 2012
DC DIVERSION CHANNEL WITH
_C ROSION CONTROL FABRIC
N.T.S.
SECTION
- W -
PLAN VIEW
<0% SLOPE>
d �
GEOTEXTILE
SECTION Y-Y
D
-� <0% SLOPE>
L
SECTION Z-Z GEOTEXTILE
OUTLET
NO.
PIPE
DIA
Pd
(IN)
RIP RAP
APRON
SIZE
(60)
THICK.
d
(IN)
LENGTH
L
(FT)
INITIAL
WIDTH
Wi
(FT)
TERMINAL
WIDTH
W
(FT)
A2
24
1 0.4
1 9
1 13
1 6
1 15.0
A2.1
18
0.3
9
10
4.5
1 11.5
B1
18
0.4
9
13
1 6
1 15.0
B2
18
0.3
9
10
1 4.5
1 11.5
SOURCE BOX
LAST REVISED: BOHLER
DETAIL
MARCH 2O13
RI PRAP APRON
N.T.S.
*SEE GRADING PLAN FOR OUTLET INFORMATION*
PLAN VIEW OF ROOT ZONE
{ N0, 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 GRUB(
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
45°
4'-0"
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.
TRAFFIC BARRICADES
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
i4 r,
a 4 pT4 u-) r�
d 44 le� Be
0
)
P
REVISIONS
REV DATE I COMMENT I BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC182110
DRAWN BY: SOM
CHECKED BY: SRF
K DATE: 12/11 /2019
BARK SCALE: 1 "=60'
AT AREAS CAD I. D.: NCC182110SD0
20TECTED
tRIER,
APPROVED DATE tfrr
CONCRETE BLOCK
O I1R�7
• mQ�
0
2:1 SLOPE, GRAVEL FILTER
WIRE SCREEN
TEMPORARY SEDIMENT POOL
V MIN.
Z MAX.
�� III-I,IV`, Pjll�
SEDIMENT
e,
BLOCK AND AGGREGATE INLET PROTECTION
N.T.S.
PROJECT:
ARKA
HEIGHTS
FOR
A]E KA HEIGHTS
LLCM
LOCATION OF SITE
4610 OLD CHARLOTTE HIGHWAY
MONROE, NC 28110
UNION COUNTY
r
OTD10 OTI-ITTL�M
]ENIGHMIElE] HMIG 14C, P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
SHEET TITLE:
EROSION AND
SEDIMENT
DETAILS
SHEET NUMBER
1
H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION D0CUMENTS\NCC182110SD0.DVVG PRINTED BY: MMOORE 12.16.19 @ 5:58 PM LAST SAVED BY: MMOORE

H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC182110SDO.DWG PRINTED BY: MMOORE 12.16.19 @ 5:58 PM LAST SAVED BY: MMOORE

H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC182110SDO.DWG PRINTED BY: MMOORE 12.16.19 @ 5:58 PM LAST SAVED BY: MMOORE

421
16" MAPLE
427 13" CDR
15" OAK
428 I
20" CDR j
429_
15" DAK 1
16" OAK
430
15" DAK
Q �
r
O c
432
NIF
80REN CLAY 13" OAK
PRODUCTS, CO.
TAX 10.• 09-363-024 20" CDR ~ z
DB. 2072, PG. 309
434
5" OAA
SEE SHEET C-702 -;
435-
19" CDR
436�
19" OAK
437
20" OAK
438
20" CDR
CONCRETE
N53°13'22"W MONUMENT
208 43' (tie)
N/F
DA AD P. HUDSON
GINA L. HUDSON
TAX 1D.• 09-366-020A
DB. 2072, PG. 309
13" CDR
424
18" OAK
PROR TRASH
ENCLOSURE
(BY OTHERS)
410
14" OAK
408
22 , OAK
407
18" OAK
406
1-18" CDR
/ VI
N/F
BOREN CLAY
PRODUCTS, CO.
TAX 1D.• 09-363-024
DB. 2072, PG. 309
TOWN OF INDIAN TRAIL
,0,
OAK
PROP. •
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SURE
I
ter` ter`Pi
,ire®
5IGI
I e•. APPROX. ADA
• UNIT LOCATION
N Y � ..
APPROX. ADA BUILDING 2 BUILDING 3
UNIT LOCATION +/-16,300 SF +I-16,300 SF
F 44 UNITS (2 ADA) 45 UNITS (3 ADA) •,'
69 BEDS APPROX. ADA 69 BEDS
FFE: 667.17 UNIT LOCATION FFE: 667.17 '
MI I b
PAPPROX. ADA -I
UNIT LOCATION
6
439 b
15" MAPLE •° S S
28" OAK
456-
18" PINE
LEGEND
TREE PROTECTION
FENCING
LIMITS OF
DISTURBANCE ••
PRESERVATIONTREE
AREA (WITH -•
REMOVED)AND EASEMENTS
.l /I
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•
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UNIT LOCATION UNIT LOCATION
+ 24 UNITS (1 ADA) 24 UNITS (1 ADA)
OCATION�FFE: 668.17 FFE: 667.17
RAMP NCDOT
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BATH
b.
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F-
PROP. ADA CURB'
I co RAMP (TYP.)
GB
CLUBHOUSE >
+/-6,000 SF-
FFE: 667.5 T
F 666
cn
r
403
32" OAK
402
20" OAK
O
401
18" CDR
40
�1,5'-
6MAPPROXADA
_ V:•?r} a
UNIT LOCATION
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BUILDING 4
44 UNITS (2 ADA)
IT LOCATION FFE: 666.17
j
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1 NYSY 1 NYSY II
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4 �
r
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N LO - - - 7- - PR PROPERTY LINE - -
LOD �OH�OH -01, W W
W W- - W W W w-LOD W
n W -W rtbt� rtfll� LOD -W�C�S �-I On - W W W W w W W W
- - - - - - 71- - - - - - N53°1124"W 919.83' - - - OD LOD LOD 10'X1o'X'13.T RE�ti PIT LOD 74.07' (tie) OLD CHARLOTTE HWY.
I I EX. C/L (SR-1009 60 PUBLIC R/W� I I PH
II II
EX. EDGE OF EX. EDGE OF FUTURE 8" WATER MAIN CONCRETE
PAVEMENT MONUMENT
PAVEMENT I I b (BY OTHERS; SEE PLANS N.•472, 698.127
REPARED BY KENNEY DESIGN
EX. EDGE OF PLAA 11AG A (U I`aEb. N, , a GROUP, P.A. TITLED "HARKEY E.•1,5123,72.804
N/F PAVEMENT TAX 0- 09-366-154 �� CREEK PHASE 2"
TAX 10- 09-366-02OF FUTURE 8" WATER MAIN (BY OTHERS• SEE PLANS 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE "ANSI A300 STANDARD FOR TREE, SHRUB, AND OTHER EX. CIL CURRENTLY
PREPARED BY KENNEY DESIGN GROUP, P.A. TITLED WOODY PLANT MANAGEMENT -STANDARD PRACTICES" PARTS 2, 5, AND 6 s ACTING AS PROPERLY 1 EX. PROPERTY LINE
HARKEY CREEK PHASE 2" 2. ALL LANDSCAPED AREAS ARE TO RECEIVE A MINIMUM OF 4" OF TOPSOIL. \ LINE. SEE SITE PLAN 1
3. ALL MULCHED PLANTING BEDS ADJACENT TO BUILDING SHALL BE SEPARATED FROM FACE OF BUILDING WITH A 3WIDE X 4" DEPTH FOR ROW DEDICATION
STRIP
LANDSCAPE COMPLIANCE iCHA T I I 4. ALLP ANTEMATERIALOSHALRLE EAHEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE. f DETAILS
}�� I I I 5. ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BURAPPED AS INDICATED IN THE PLANT LIST.
UNION
COUNTY, NC
1 I 6 UNLESS TREES
SHALL
HAVEINDICATED.ASTRAIGHT TRUNK, WITH ONE MAIN LEADER AND FULL HEAD AND MEET ALL REQUIREMENTS SPECIFIED \
REQUIREMENT
COMPLIANCE
STREET
1 SHADE/CANOPY TREE PER 50' O.C. ALONG ALL FRONTAGES. CORNER LOTS SHALL HAVE 1
LOT FRONTAGE ALONG MAIN INTERNAL ROAD:
YARD
SHADE/CANOPY TREE FOR THE FIRST 100' OF FRONTAGE, THEN 1 TREE PER 50' O.C.
2255 (STREET LENGTH) - 600 (THREE INTERSECTION SETBACKS AT 200 FEET EACH) X 2 SIDES OF
SHALL BE LOCATED OUTSIDE OF PUBLIC STREET RIGHT-OF-WAY, AND NO FARTHER THAN 15, FROM
ROAD) / 50' = 66 STREET TREES REQUIRED
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 NORTH-WEST SIDE OF SITE (TREES PLANTED AT
YARD
ADJACENT USES
10-12' O.C.).
TREE
ORNAMENTAL/UNDERSTORY TREES PLANTED MUST HAVE A 2" MINIMUM CALIPER SIZE AND MINIMUM
PROVIDED:
PRESERVATION
HEIGHT OF 4' AT TIME OF PLANTING
65 UNDERSTORY TREES WITH 2"
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
INTERIOR
INTERIOR PARKING LOT LANDSCAPING MUST BE PROVIDED IN THE FORM OF AT LEAST ONE SHAD
PROVIDED:
PARKING LOT
TREE AND 4 SHRUBS PER 10 PARKING SPACES
65 UNDERSTORY TREES WITH 2"
LANDSCAPING
MINIMUM CALIPER AND MINIMUM 8' HEIGHT
REQUIRED INTERIOR PARKING LOT LANDSCAPEING MUST BE PROVIDED IN LANDSCAPE ISLANDS.
LANDSCAPE ISLANDS MUST HAVE AN AREA OF AT LEAST 150 SO FT AND BE AT LEAST 8 FEET IN
WIDTH. COMBINING LANDSCAPE ISLANDS TO FORM LARGER INTERIOR LANDSCAPE AREAS IS
ALLOWED.
TREE AND LANDSCAPE MATERIAL LOCATE D OURSIDE THE PERIMETER OF THE PARKING LOT MAY
NOT BE COUNTED TOWARD SATISFYING INTERIOR PRKING LOT LANDACAPE REQUIRMENTS. TREES
AND LANDSCAPE MATERIAL WITHIN THE CORNERS OF THE PARKING LOT MAY BE COUNTED.
7. ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. 1
8. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. GUYS SHALL BE REMOVED AT THE END OF ONE YEAR. 1
9. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON
THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE \s
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.
0
9)
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PANS BEFORE PRICING THE WORK. 60 30 15 0 60
11. CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PANTING PER 1
SPECIFICATIONS TO MAINTAIN HEALTHY PLANT CONDITIONS. 1
12. CONTRACTOR TO PROVIDE WATERING SERVICES FOR ALL INSTALLED LANDSCAPE MATERIAL (I.E., TREES, SHRUBS, AWN AREAS, V= 60'
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 BEAT 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 Or -
AFFECTED BY WATERING SERVICES. LANDSCAPE CONTRACTOR TO PROVIDE, IN WRITING, A DESCRIPTION OF THE INTENDED MEANS,
METHODS, AND SEASONAL/WEEKLY SCHEDULE OF PROVIDING WATERING SERVICES TO THE SITE FOR CLIENT REVIEW AND
APPROVAL.
13. ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE
PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING
ALL PLANT LIST SPECIFICATIONS.
14. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL
CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PANT MATERIAL.
15. WHERE SHOWN ON THE PLANS AND DETAILS, PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH A MINIMUM 4" DEPTH OF
TRIPLE SHRED HARDWOOD MULCH FROM A LOCAL MULCH SOURCE HARVESTED IN A SUSTAINABLE MANNER.
16. BIODEGRADABLE WEED MATTING (ALL -PRO WEED MAT OR APPROVED EQUAL) SHALL BE REQUIRED IN SHRUB BEDS AT BUILDING
FACADE.
17. 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
LANDSCAPE SCHEDULE
SYM.
KEY
QTY.
BOTANICAL NAME
I COMMON NAME
CAL.
CONT.
SIZE
Remarks
GENERAL TREE PLANTINGS
NYSY
34
NYSSA SYLVATICA
TUPELO "BLACK GUM"
2.5" CAL
B+B
12-14' HT
FULL, CENTRAL LEADER
IQY
QP
25
QUEROUS PALOSRIS
OAK
2.5" CAL
B+B
12-14' HT
FULL, CENTRAL LEADER
7PIN
SHRUBS
®
IGC
305
ILEX GABRA
DWARF INKBERRY HOLLY
#5
BEFORE SUBSTITUTION.
18. THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING IN STAGES FOR SOIL STABILIZATION AS
AREAS ARE COMPLETED AFTER GRADING.
19. THIS PLAN DOES NOT PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP PAN.
20. ALL STEEP SLOPES LOCATED ON SITE SHALL BE PANTED 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 *SEE SHEET C-702 FOR WET POND(BMP) PLANTINGS AND SCHEDULE
PROVIDE COMPLETE COVERAGE OF THE SLOPE TO MINIMIZE EROSION. AL PLANT MATERIAL SHALL BE MAINTAINED IN PERPETUITY. NOTE: ALL DISTURBED AREAS TO RECEIVE 12 LBS 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.
101
REVISIONS
REV DATE I COMMENT I BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC182110
DRAWN BY: SOM
CHECKED BY: SRF
DATE: 12/11 /2019
SCALE: 1 "=60'
CAD I.D.: NCC18211OLPO
PROJECT:
ARKA
HEIGHTS
FOR
ARKA HEIGHTS,
LL�
LOCATION OF SITE
4610 OLD CHARLOTTE HIGHWAY
MONROE, NC 28110
UNION COUNTY
Lj DD OO J ���
ENGINEERING NC, P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)30hierEng.com
O\ \N CARO:
��� Off•.••'- s •v,• � ''%
:U3 2102 ".
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DmllSlu\N"`Q\\
SHEET TITLE:
LANDSCAPE
PLAN
SHEET NUMBER:
C�T1�
H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC18211OLPO.DWG PRINTED BY: MMOORE 12.16.19 @ 5:58 PM LAST SAVED BY: RBRELAND

DAM STRUCTURE/EMBANKMENT
INCLUDING FRONT AND BACK SLOPES
SHALL BE VEGETATED WITH NON -CLUMPING
TURF GRASS. TREES AND WOODY SHRUBS
SHALL NOT BE ALLOWED
(NCDEQ WET POND MDC 11)
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IIIIIIIII,
IIIIIIIII,
IIIIIIIII,
IIIIIIIII,
IIIIIIIII,
�
Z_ `t V
2011 (USl-�
Isom
0
CG
464
O
DAM STRUCTURE/EMBANKMENT
INCLUDING FRONT AND BACK SLOPES
SHALL BE VEGETATED WITH NON -CLUMPING
TURF GRASS. TREES AND WOODY SHRUBS
SHALL NOT BE ALLOWED
(NCDEQ WET POND MDC 11)
WET POND LANDSCAPE LEGEND.
Al:Fm ASCLEPIAS INCARNATA -SWAMP MILKWEED
CG: CHELONE GLABRA- WHITE TURTLEHEAD
LC- LOBELIA CARDINALIS -CARDINAL FLOWER
0
• ALL HERBACIOUS PLANTS SHALL BE PLANTED ON A DIAGINAL
SPREAD PATTERN
0
O
1�4
10 5 2.5 0 10
1"=10'
101
REVISIONS
REV DATE I COMMENT I BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC182110
DRAWN BY: SOM
CHECKED BY: SRF
DATE: 12/11 /2019
SCALE: 1..=60'
CAD I.D.: NCC18211OLP0
PROJECT:
ARKA
HEIGHTS
FOR
ARKA HEIGHTS,
LLC
LOCATION OF SITE
4610 OLD CHARLOTTE HIGHWAY
MONROE, NC 28110
UNION COUNTY
0 00 J ���
ENGINEERING NC, P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)30hierEng.com
CARD:
��� Off•.•••• s •v,D � ''%
:uj 2102 ".
cN
Dmilsiu\N"`Q\\
SHEET TITLE:
WET POND
PLANTING
PLAN
SHEET NUMBER
C�L1�
H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC182110LPO.DWG PRINTED BY: MMOORE 12.16.19 @ 5:58 PM LAST SAVED BY: RBRELAND

j i I
I I
1 �
I I
I I
1 I
I I II I
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 = 154"
1.3. 154" (TOTAL DBH) X 1.25 = 193" (TOTAL DBH TO BE
MITIGATED) [SEE PLANS FOR PROPOSED TREE
PLANTINGS]
N/F
BOREN CLAY
PRODUCTS, CO.
TAV In. nn 7C7 n7A
L,II IL tT
UII IL tt
UII IL IT
L,II IL tT
377
18" OAK
398
14" OAK
419
15" OAK
441
42" OAK
378
14" OAK
399
13" GUM
420
21" OAK
442
18" OAK
379
22" OAK
400
18" PINE
421
16" MAPLE
443
20" OAK
380
21" OAK
401
18" CDR
422
19" OAK
444
42" OAK
381
25" OAK
402
20" OAK
423
21" MAPLE
445
12" OAK
382
16" OAK
403
32" OAK
424
18" OAK
446
16" OAK
383
13" OAK
404
32" OAK
425
13" CDR
447
17" OAK
384
19" OAK
405
18" OAK
426
13" CDR
448
22" OAK
385
22" OAK
406
18" CDR
427
15" OAK
449
18" OAK
386
22" OAK
407
18" OAK
428
20" CDR
450
40" OAK
387
14" OAK
408
22" OAK
429
15" OAK
451
42" OAK
388
16" OAK
409
25" OAK
430
15" OAK
452
42" OAK
389
18" OAK
410
14" OAK
431
16" OAK
453
16" OAK
390
25" OAK
411
18" OAK
432
13" OAK
454
15" OAK
391
18" CDR
412
18" OAK
433
20" CDR
455
28" OAK
392
16" OAK
413
20" MAPLE
434
15" OAK
456
18" PINE
393
12" OAK
414
18" OAK
435
19" CDR
598
20" MAPLE
394
15" CDR
415
12" MAPLE
436
19" OAK
599
38" OAK
395
13" OAK
416
17" OAK
437
20" OAK
600
60" OAK
396
18" PINE
417
j 22" OAK
j 438
j 20" CDR
j 601
j 52" OAK
397
20" CDR
1 418
1 15" OAK
1 439
1 15" MAPLE
1 602
1 28" OAK
TREES REMOVED FROM
PRESERVATION AREA
MITIGATION TREE PLANTINGS
CLAY
S, CO.
-366-001
PG. J09
CmB
CHARLOTTE E HWY.
9D
LaEGaEND
TREE PROTECTION
TREE ID NO.
SPECIES
SIZE(DBH)
NO. OF TREES
SPECIES
SIZE (DBH TOTAL)
FENCING
409
OAK
25"
58 - PROPOSED PLANTINGS, LIMITS OF
SEE LANDSCAPE PLAN PINE 116" DISTURBANCE
418
OAK
15"
6 - PRESERVED EXISTING TREE
TREES OUTSIDE OAK/MAPLE 112" PRESERVATION
419
OAK
15"
420
OAK
21"
PRESERVATION BUFFER AREA (WITH ROW
AND EASEMENTS
4"
22
OAK
19"REMOVED)REMOVED)
423
MAPLE
21"
424
OAK
18"
598
MAPLE
20"
LOD LOD
REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC182110
DRAWN BY: SOM
CHECKED BY: SRF
DATE: 12/11 /2019
SCALE: 1 "=60'
CAD I.D.: NCC182110LP0
PROJECT:
ARKA
HEIGHTS
FOR
ARKA HEIGHTS,
LLC
LOCATION OF SITE
4610 OLD CHARLOTTE HIGHWAY
MONROE, NC 28110
UNION COUNTY
o O� ���
]ENGINEERING NC, P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)30hierEng.com
\\\\\\��\\un; I I I 111111 ///111//
O\\ �N CARO:
Off•.•••• s •.� ''%
P A •�
:Wuj 2102 ".
N
Dmilsiu\N"`Q\\
SHEET TITLE:
MITIGATION
PLAN
SHEET NUMBER:
C-703
H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC18211OLPO.DWG PRINTED BY: MMOORE 12.16.19 @ 5:58 PM LAST SAVED BY: RBRELAND

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.
DO NOT ST)
WRAF
ONLY TREES WITH ONE MAIN LEADER
SHALL BE PURCHASED. DO NOT PRUNE
TREE AT PLANTING UNLESS DIRECTED
TO BY PROJECT LANDSCAPE
ARCHITECT
FOLD BURLAP AWAY FROM TOP OF
ROOT BALL
PREPARE WIDTH OF `e 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
PARTS TOPSOIL OF WELL -COMPOSTED LEAVES
OR RECYCLED YARD WASTE TO
C
BED AND TILL INTO TOP 6" OF
-I -III- I I -III -I
PREPARED SOIL.
11 I=III = +.. -I I=I I I=I I I-
UNDISTURBEI— _— 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
0 o
0 0 °
SHALL BE PURCHASED. DO NOT PRUNE
o°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 0o
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
I- I I -I 1= I 1=III=III-
PREPARED SOIL.
4-6" DEEPER THAN ROOT BALL
=III=I I — __—_— —
DIG WIDE, SHALLOW HOLE —III-III—III—III—III= I I
REMOVE THE TOP 1/3 OF THE WIRE BASKET IF
-III—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
IL
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 IRXUBD PSI ANTING 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
EDDED 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�1 .: iEXISTING SUBSOIL
-III=III=1111;1111 III ' l l l� �� l—I � I I � I
=III=III== =III —III —I
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 ENNIAA/GIROCC ND COV EIRPLANTING DETAIL
NOT TO SCALE
NOTE: TREE STAKING TO BE REMOVED
AFTER 2 GROWING SEASONS
DO NOT WRAP TRUNK
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
`WN
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
,,,,—SET
SEVERAL INCHES HIGHER IN
POORLY DRAINING SOILS.
3" THICK LAYER OF DARK
BROWN DOUBLE SHREDDED
HARDWOOD MULCH
!lI�:I111��11��G1 i::�9GlIL•l� 7
BEFORE PLANTING ADD 3 TO 4" OF
WELL -COMPOSTED LEAVES OR RECYCLED
YARD WASTE TO BED AND TILL INTO TOP 6"
OF PREPARED SOIL.
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
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.
a
�
C�
ud
U
`"
b
®
c
�
REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC182110
DRAWN BY: SOM
CHECKED BY: SRF
DATE: 12/11 /2019
SCALE: 1 "=60'
CAD 1. D.: NCC18211OSDO
'--PROJECT
ARKA
HEIGHTS
FOR
ARKA HEIGHTS,
LLC
LOCATION OF SITE
4610 OLD CHARLOTTE HIGHWAY
MONROE, NC 28110
UNION COUNTY
r
OT01 o OTI-IT ���
]ENGHN]EIEI HNG NC, P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)30hierEng.com
CIAROSC
,,,
P
:uj 2102
DnilSiu\NG\\\\ \
SHEET TITLE:
LANDSCAPING
DETAILS
SHEET NUMBER:
C-704
H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC182110SDO.DWG PRINTED BY: MMOORE 12.16.19 @ 5:59 PM LAST SAVED BY: MMOORE

EX. POLE
SIGNAGJE AND STRIPING PLAN
c�
83
ti
5 PROP. T SIDEWALK
5 PROP 5' SIDEWALK ALONG OLD CHARLOTTE
HWY
— — — — — — — — — — — — — — — — — — — — —
PROP. 10' X 70' NCDOT
PROP. 6 SIDEWALK ° SIGHT TRIANGLE
1 ° ti ti PUBLIC ROW 30' FROM ROAD CENTERLINE
EX. TELEPHONE PROP ROW EX. FH
EX. GE OF EX. POLE PEDESTAL
PAVE /
--,BHBH LOD-
4" WIDE WHITE SOLID LANE LINE (PER
1p
EX. TELE
LOD LOD LOD
CV
M
N p
fl --
2/3A =133 0 100' TAP
EX. EDGE OFF
4" DOUBLE YELLOW LINES WITH PAVEMENT PROP. LEFT TURN LANE (100'
STRIPED MEDIAN PER NCDOT EX. POLE 4" WIDE 3' 97SP WHITE MINI -SKIP STORAGE, 100' TAPER) PER
STD 1205.09 F-� NCDOT REQUIREMENTS
TELE
100,
LEFT TURN SYMBOL (NCDOT-
STD 1205.08) SPACED PER
NCDOT 1205.05
EXISTING RIGHT TURN LANE.
STRIPING NOT AVAILABLE AT
TIME OF SURVEY
$TO j9R
pf
co
PROP. ADA CURB RAMP
I (TYP•) PROP. T SIDEWALK
I— — —_4 -° — — — — — — — — — — — — — — — — — — —
°1
N PROP. ADA RAMP
NCDOT STD 848.05
PROP. 5' SIDEWALK
POLE
- — H OH AF OH—OH-
12LD CHARLOTTE HWY.
� WHITE EDGE LINE 1'
OFF EOP (TYP.) N53°1 V24" W 919.83'
N —EX. C/L
POSTED SPEED: 45 MPH
DESIGN SPEED: 50 MPH
: F_F.3IY•111►1H1: Ia0r11V►1r_1►1: a.1: &I CC] ►DM_1 I 1,111i* �
WIDTH OF SHIFT, W = 4'
APPROACH TAPER, A (REQUIRED) = 200'
DECELERATION LENGTH, D = 150'
TAPER LENGTH = 100'
STORAGE PROVIDED = 100'
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 REMOVAL/POLE 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.
0
21
30 15 7.5 0 30
1 "= 30'
101
REVISIONS
REV DATE I COMMENT I BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC182110
DRAWN BY: SOM
CHECKED BY: SRF
DATE: 12/11 /2019
SCALE: 1 "=60'
CAD I.D.: NCC18211ORD0
PROJECT:
ARKA
HEIGHTS
FOR
ARKA HEIGHTS,
LLC
LOCATION OF SITE
4610 OLD CHARLOTTE HIGHWAY
MONROE, NC 28110
UNION COUNTY
DD O� L��
]ENGIINIEEKIING NC, P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)30hierEng.com
rSHEET TITLE:
STRIPING AND
S1IGNAGE PLAN
SHEET NUMBER:
C-801
H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC18211ORDO.DWG PRINTED BY: SFARMARTINO 12.17.19 @ 8:17 AM LAST SAVED BY: SMITCH ELL

Cl�
CONCRETE CURB &
GUTTER
CURB AND GUTTER
SPILL CURB TRANSITION CURB
DEPRESSED CURB AND GUTTER
r 1
0+50
GRADING LEGEND
EXISTING GRADE
PROPOSED GRADE
FUTURE GRADE
PAVEMENT LEGEND
CONCRETE SIDEWALK
NCDOT PAVEMENT SECTION
NCDOT MILL AND OVERLAY
0+10
Cl�
0
21
30 15 7.5 0 30
1 "= 30'
REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC182110
DRAWN BY: SOM
CHECKED BY: SRF
DATE: 12/11 /2019
SCALE: 1 "=60'
CAD I.D.: NCC182110RD0
PROJECT:
ARKA
HEIGHTS
Imm
ARKA HEIGHTS,
LLC
LOCATION OF SITE
4610 OLD CHARLOTTE HIGHWAY
MONROE, NC 28110
UNION COUNTY
0-1 � ��� ENGINEERING NC, P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)30hierEng.com
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0
o
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°°° °°
Flk112119
\
SHEET TITLE:
PAVEMENT
SHEET NUMBER:
H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC18211ORDO.DWG PRINTED BY: MMOO RE 12.16.19 @ 5:59 PM LAST SAVED BY: SM ITCH ELL

I
I I I I
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0+50 1 � - -_ 00 2+0011 _--------------- 8+00 � M M
�� _ m _
---- 2+50 � --
- ------ ----- ----- — __-
T TUR NCDOT INTERSEC 10
555 SIG T DISTANCE FOR RIGHT TURN AT NCDOT INTERSECTION TYP E
T YP
N ) /
_--
TANC Al
j EFOR /
'- — — — — — — — — — — — — � / — — — — — — — — — — — — — — — — — — — — _
E NTRANCE B ENTRANCE A I I i A'
I
0 o
VIA
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♦ II I
,t
1
�♦ I I
1 —
1 ♦ �� ♦ / : `' \ ' 208.43' (tie)
- N530 13 22 W
17.
jry
.'
680
670
660
480' 0 J
555' _
E
0131
M z
EXISTING GRADE
P ROPOSED GRADE
EXISTING 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 - ENTRANCE A
SCALE: V= 60' HORIZONTAL
1 "= 6 ' VERTICAL
680
670
660
OWNER IS RESPONSIBLE TO REMOVE EXISTING
TREES/OBSTRUCTIONS LOCATED WITHIN SIGHT LINE.
PERMISSION FROM ADJACENT PROPERTY OWNER IS REQUIRED
PRIOR TO TREE/OBSTRUCTIONS REMOVAL FROM ADJACENT
PROPERTY. IF TREES ARE ONLY TRIMMED AND NOT FULLY
REMOVED AN EASEMENT WILL BE REQUIRED IN ORDER TO
MAINTAIN CLEAR SIGHT DISTANCE.
MIN
.0 3 0 15 0 .1
REVISIONS
REV DATE I COMMENT I BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC182110
DRAWN BY: SOM
CHECKED BY: SRF
DATE: 12/11 /2019
SCALE: 1 "=60'
CAD I.D.: NCC18211ORD0
PROJECT:
ARKA
HEIGHTS
FOR
ARKA HEIGHTS,
LLC
LOCATION OF SITE
4610 OLD CHARLOTTE HIGHWAY
MONROE, NC 28110
UNION COUNTY
o O� ���
]ENGINEERING NC, P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)30hierEng.com
SHEET TITLE:
SIGHT
DISTANCE
PROFILE
SHEET NUMBER
H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC18211ORDO.DWG PRINTED BY: MMOORE 12.16.19 @ 5:59 PM LAST SAVED BY: SMITCHELL

1
1
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- - - - - - '
----- 664#------ ------ \-------- —--------------_ —
74,07' te-F
------
1+00 1+50 2+00
2+50 3+00
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555SIGHT DISTANCE FOR LEFT TURN AT NCDOT INTERSECTION P) �/ \
1
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670
660
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LEFT TURN AT NCDOT INTERSECTION
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T
ANCE B
'
ENTRANCE A
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i % �7 i '�� 0.■o�0.■C ��- �� OPEN�
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555' 480'
0 J 0131
E
MZ _
EXISTING GRADE
EXISTING GRADE
(FROM G1, DATA) EXISTING GRADE PROPOSE 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 - ENTRANCE B
SCALE: 1 "= 60 ' HORIZONTAL
1 "= 6 ' VERTICAL
670
660
OWNER IS RESPONSIBLE TO REMOVE EXISTING
TREES/OBSTRUCTIONS LOCATED WITHIN SIGHT LINE.
PERMISSION FROM ADJACENT PROPERTY OWNER IS REQUIRED
PRIOR TO TREE/OBSTRUCTIONS REMOVAL FROM ADJACENT
PROPERTY. IF TREES ARE ONLY TRIMMED AND NOT FULLY
REMOVED AN EASEMENT WILL BE REQUIRED IN ORDER TO
MAINTAIN CLEAR SIGHT DISTANCE.
MIN
.0 3 0 15 0 .1
�_ m
101
REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC182110
DRAWN BY: SOM
CHECKED BY: SRF
DATE: 12/11 /2019
SCALE: 1 "=60'
CAD I.D.: NCC18211ORDO
PROJECT:
ARKA
HEIGHTS
FOR
ARKA HEIGHTS,
LLC
LOCATION OF SITE
4610 OLD CHARLOTTE HIGHWAY
MONROE, NC 28110
UNION COUNTY
o 0TL7 ���
ENGINEERING NC, P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)30hierEng.com
SHEET TITLE:
SIGHT
DISTANCE
PROFILE
SHEET NUMBER
H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC18211ORDO.DWG PRINTED BY: MMOORE 12.16.19 @ 5:59 PM LAST SAVED BY: SMITCHELL

H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC182110RDO.DWG PRINTED BY: MMOO RE 12.16.19 @ 5:59 PM LAST SAVED BY: SM ITCH ELL

H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC182110RDO.DWG PRINTED BY: MMOO RE 12.16.19 @ 5:59 PM LAST SAVED BY: SM ITCH ELL

S�
6" E�••�
#4 BARS "V" I 6"
@ EQUAL SPACES
1 /2 "
3"
R -co _ W R
U
Q
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PLAN OF TOP SLAB
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w
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SECTION S-S
#4 BAR
N
"6-
DOWEL
�-� 6'- 0"
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP
USE ON FLAT ELEV. EXPANSION JOINT 6
GRADES 2% AND UNDER 7 4
0 I II i 3, O„ DEPRESSED GUTTER LINE
EXPANSION JOINT-):::3:: 00
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
EXPANSION JOINT 6"
8"
TOP
USE ON GRADES OVER 2% ELEV.
I - 4
DEPRESSED GUTTER LINE
10" I R'-D"
EXPANSION JOINT) 1 0 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 MINIMUM
HEIGHT H
D
A
B
C
G
H
E
F
C.M.
R. C.
12"
3'-0"
2'-2"
2'-9"
0.235
0.772
0.015
0.026
151,
3'-0"
2'-2"
3'-0°
0.235
0.829
0.023
0.036
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"
1 3'-0"
2'-2"
1 3'-4"
4'-3"
V-2"
4'-0"
4
V-5"
2
3'-9"
3
3'-9"
39
0.123
0.321
1.433
0.092
0.127
36"
3'-0"
2'-2"
3'-10"
4'-9"
1'-8"
4'-0"
4
1'-11"
3
3'-9"
3
3'-9"
43
0.161
0.358
1.714
0.132
0.178
42"
3'-0"
2'-2"
4'-5"
5'-3°
V-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
0.386
2.387
0.297
0.401
BACK OF CURB -
PLAN
t
SECTION Y-Y
RISER HT.
VARIES
6"
o �o
WHERE 30" TO 36" PIPE IS USED
RISER HT.
WHERE 42" TO 54" PIPE IS USED
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION
SECTION X-X
z
00
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L L J
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QU=OO-1-1
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} � N
Q � T
Q Z
Q 0
O 0
SHEET 2 OF 2
* RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 840.02
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
6
B
T} ° E-�I
I o.
vp =
6" ° C 6"
a. v
D o
0
0'
o�
p.
6,� o'
T ..D
T SECTION J-J
WHERE 30" TO 36" PIPE IS USED
SEE NOTE
ul B
aj
o.
aj
PLAN
TOP ELEVATION
STEPS - STD. NO. 840.66
E --I
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6" G 6"
D
to
SECTION M-M
WHERE 42" TO 54" PIPE IS USED
m
�1 A p
pi o:
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PLAN
" RAD.
6" 2'-Orr
3" RAD.
1/8" RAD
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2 - 6 " �I
10
2'-6" CURB AND GUTTER
4'-011 PR
/a" RAD. 911 9 r, 3/ rr RAD .
1/g" RAD .
N
p. I I
13/4" RAD. 1'-6"
1'-6" CURB AND GUTTER
2" RAD. PAVEMENT
RAD. SURFACE
440
p ; ° •o
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N r '°•
8 rr
8" X 12" OR 18"
CONCRETE CURB
PAVEMENT
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SURFACE
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9
ap 0-
9" X 12" OR
18"
r o 0
CONCRETE
CURB
2'-0" 2r 0" EDGE OF
PAVEMENT 2" RAD. 2'-0"
8" it Or, 1r Or,
1/8RADIUS >�/
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LL LLI
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EXPRESSWAY GUTTER SHOULDER BERM GUTTER z H W
8" X 6" MEDIAN CURB VALLEY GUTTER Q � �
SECTION VIEW OF CURBS OR CURBS AND GUTTERS m
� OC otf
FILL 3/8" x 1" DEEP Qca
GENERAL NOTES: GROOVED OR S4WN z V ca
-PLACE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT THAT JOINT WITH Jz W m
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 rA W
WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. 1/8" RAD. GUTTER
-JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. a. 1/g RAD.PAVEMENT SURFACE V Z
-CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF SURFACE 0 G Q
TEMPLATES OR FORMED BY OTHER APPROVED METHODS. Ir ;°•: :9.*Q.•• R. . Q cV O
CONSTRUCT NON -TEMPLATE FORMED JOINTS A MIN. OF 1 %2 DEEP. .a �'..° '.a .° p° ° ":• ' ' ' 'p" • p :. �, p' : o' p r °C
-FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8"x6" MEDIAN CURB, o°.o. v •°' v '• °'
WITH JOINT FILLER AND SEALER. PROPOSED '''pCURB & GUTTERPROP.JOINT FILLER
-SPACE EXPANSION JOINTS AT 90 INTERVALS AND ADJACENT TO PAVEMENT1/2
ALL RIGID OBJECTS. JOIN
LONGITUDINAL JOINT TRANSVERSE EXPANSION JOINT
IN CURB AND GUTTER
SECTION VIEW OF JOINTS SHEET 1 of 3
846.01
1.5" S9.513 SURFACE COUtR 2.5" 119.0C
JNTERNIENAT
! COURSE
. Imo'. � Y.',-1 �',1-•.i -�.._! �'
EkSE COLME
5" ASPHALT 8" ASPHALT
BASE COURSE BASE COURSE
NCDOT CURB & GU INST'ALLATiON
DETAIL
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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
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TRAFFIC
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50'-100' SPACE
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GENERAL NOTES FOR FLAGGING OPERATIONS
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1-
REFER TO RSD. 1101.11, SHEETS 1 & 4, FOR "L" DISTANCE AND SIGN SPACING.
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2-
INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
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UPSTREAM SIDE OF TRAFFIC.
3
REMOVER LANESILOSURES GAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
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PLACE CONES THRU THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES
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THE POSTED SPEED LIMIT.
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5-
EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS
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.
1840.021
W20-5
48" X 48"
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IF VEHICLE QUEUES WILL REACH WITHIN 15' OF EITHER SIDE OF ACTIVE RAILROAD TRACKS,
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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.
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GENERAL NOTES FOR PILOT CAR OPERATIONS
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1- USE PILOT CARS WHEN DIRECTED BY THE ENGINEER.
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2-
IF ROADWAY WIDTH IS LESS THAN 22 FEET (EOP TO EOP) CONES MAY NOT BE REQUIRED
ALONG WORK AREA AND AT THE DISCRETION OF THE ENGINEER, CONES MAY BE OMITTED ALONG
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THE WORK AREA I� USING A PILOT CAR.
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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.
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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
SHEET 1 OF 14
1101 .02
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1�'
REVISIONS
REV DATE I COMMENT I BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC182110
DRAWN BY: SOM
CHECKED BY: SRF
DATE: 12/11 /2019
SCALE: 1 "=60'
CAD 1. D.: NCC18211OSD0
PROJECT:
� RKA
HEIGHTS
FOR
d ><RKA HEIGHTS
LLC
LOCATION OF SITE
4610 OLD CHARLOTTE HIGHWAY
MONROE, NC 28110
UNION COUNTY
LD)00 � ���
)ENGINIEERING NC, P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
61 [e-mail]
rSHEET TITLE:
NCDOT
DETAILS
SHEET NUMBER:
C-807
H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC18211OSDO.DWG PRINTED BY: MMOORE 12.16.19 @ 5:59 PM LAST SAVED BY: MMOORE

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SIDEWALK SIDEWALK
SEE -
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SEE ,Z, U) 4'-0" (TYP)
NOTE 3 c
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STOP LINE 100 SEE NOTE 10
- _ -SIDEWALK - _ _ - - - - -
DETAIL SHOWING TYPICAL LOCATION OF CURB RAMPS.
PEDESTRIAN CROSSWALKS AND STOP LINES FOR TEE INTERSECTIONS
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SIDEWALK SIDEWALK _
SEE NOTE 12
SEE NOTE 10 Y 4'-0" (TYP)
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SIDEWALK SIDEWALK
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DETAIL SHOWING TYPICAL LOCATION OF CURB
RAMPS, PEDESTRIAN CROSSWALKS AND STOP LINES
ROADWAY
PLAN SYMBOL
C R
PROPOSED CURB RAMP W/ LANDING
FOR PROPOSED
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UNLESS OTHERWISED SHOWN, USE 10'-30'/SP SKIPS FOR
SKIP LANE LINES AND SKIP CENTER LINES.
10' 30'
O 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' 3'
" 12"
WHITE
2'-6'/SP MINI -SKIP LINE
UNLESS OTHERWISED SHOWN, USE 2'-6'/SF 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'
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.)
3"R 6" A B
UTILITY STRIP
DROP CURB 2' DETECTABLE 0.02 (MIN.) q"
G &SGDUTTER SHOWN)6 WARNING DOMES 0.04 (NORM)) 0.02 (NORM.)
912:1 MAX. RAMP
X
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 0 @ @ @ 0
= BASE DIAMETER
0.9"R TO 1.40"R
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TOP DIAMETER OF NO LESS
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DIAMETER
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5.8'
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6'
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6.8'
6. 8'
6. o'
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'
5'
4.5'
10. 3'
8. 7'
3. 4'
5'
5.0'
10. 8'
8.9'
3. 1 '
10.4 TO
MIN �'. 2.4 TO
B = X-(A+9" )
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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
GENERAL NOTES:
IN THE 4" CONC. PAVED DITCHES, PLACE %2" EXPANSION JOINTS AT
30' INTERVALS AND AT ALL OTHER POINTS WHERE PROPOSED DITCHES ABUT
RIGID OBJECTS. PLACED GROOVED JOINTS 1" DEEP AT 10' INTERVALS
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
ON BOTH SIDES OF THE PAVING FOR A MINIMUM WIDTH OF 36" OR AS DIRECTED
BY THE ENGINEER.
SIDEWALK 5' MIN. 4' 5' MIN TOP OF
ELEVATION TRANSITION CURB TRANSITION CURB
GUTTER
VARIABLE SLOPES NOT
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BASE DITCH OR
BERM DRAINAGE OUTLET DITCH
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REDUCED BELOW V-6" TO CLEAR THE TOP OF THE PIPE.
12' VERTICAL CURVE
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12' V.C. ROADWAY DITCH
MEET 1 OF 3
848.05
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CLOSED
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NOTE: USE SIGN R11-4 IE NOTE: PLACE WING BARRIACADES WITH R11-3
1 MILE OR LESS TO ROAD CLOSED R11-4 SIGN AT THROUGH SIDE ROADS BETWEEN
ROAD CLOSUHE. THE DETOUR POINT AND THE POINT OF
10 60" X 30" CLOSURE,
THRU TRAFFIC
R11-3
60" X 30"
ROAD eCLOS�ED
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48" X 18"
TYPE III WING BARRICADES
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SOD" So'.
CLOSED 3 4C CLOSED
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48" X 4B" 48" X 48"
TYPE III BARRICADE(S)
WORK AREA
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ROADWAYS.
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2- INSTALLATION OF DETOUR ROUTING PANELS, TEMPORARY ROUTE MARKERS; DESTINATION SIGNS,
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DETOUR ROUTE SIGNS, INFORM LOCAL EMERGENCY AND LAW ENFORCEMENT PERSONNEL, SCHOOLS,
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3- INSTALL SIGNS BEFORE THE BARRICADES WHEN CLOSING THE ROADWAY TO TRAFFIC. REMOVE
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BARRICADES BEFORE SIGNS WHEN OPENING THE ROADWAY TO TRAFFIC. INSTALL/REMOVE SIGNS
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AND BARRICADES WITHIN THE SAME CALENDAR DAY.
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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".
6- POSITION WING BARRICADES ON THE SHOULDERS AND SLOPE THE STRIPES DOWNWARD IN THE
LEGEND
DIRECTION TOWARD WHICH TRAFFIC MUST TURN IN DETOURING.
STATIONARY SIGN
SHEET 1
OF 9
7- USE PORTABLE SIGNS IF ROAD CLOSURE IS TO BE IMPLEMENTED FOR LESS THAN THREE DAYS,
DIRECTION OF TRAFFIC FLOW
11101.03
OR FOR EMERGENCIES.
SEE EDGE LINE
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�2" MAX., REFER ALSO TO TABLE 1 Q Q
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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'
1 4'
12'
LEGEND
W = WIDTH OF TRAVEL LANE
E.O.T.= EDGE OF TRAVEL
a DIRECTION OF
» TRAFFIC FLOW
2" TOWARDS LEFT SIDE
OF TRAVELWAY
z DIRECT TAPER TURN LANE
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Q < END OF TAPER _ �_ _ _ _ _
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SEE EDGE LINE TWO-WAY UNDIVIDED ROADWAY
OFFSET DETAIL WITH TWO-WAY LEFT TURN LANE
SEE EDGE LINE
OFFSET DETAIL
SEE EDGE LINE
OFFSET DETAIL
W
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OFFSET DETAIL
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OFFSET DETAIL
TURN LANE BAYS < 125 FT.I
WHITE 3'-9'/SP MINI -SKIP LINE
WHITE LANE - � -
LINE r
TAPER
17
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 r jjj
60' TAPER
TURN LANE BAY
LEFT TURN LANE DEVELOPED FROM TWO-WAY TURN LANE
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 S r
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
E LINE, 1/2 LENGHT OF BAY \ WHITE
E E, LENGHT OF BAY �
UP T125MAX T250MAX \
WHITE 2'-6'/SP MINI -SKIP r r
LINE TAPER
60' CENTER BETWEEN FIRST
GENERAL NOTES:
-IFFT 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
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PAVEMENT MARKING FEET 1 OF 1
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3
REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCC182110
DRAWN BY: SOM
CHECKED BY: SRF
DATE: 12/11 /2019
SCALE: 1 "=60'
CAD I.D.: NCC18211OSD0
PROJECT:
AIRKA
JL\
HEIGHTS
FOR
ARKA ]H[�E/JIV,i.IIHTS
LL �1.�
LOCATION OF SITE
4610 OLD CHARLOTTE HIGHWAY
MONROE, NC 28110
UNION COUNTY
r
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
NC DOT
DETAILS
SHEET NUMBER:
C-808
H:\2018\NCC182110\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC18211OSDO.DWG PRINTED BY: MMOORE 12.16.19 @ 5:59 PM LAST SAVED BY: MMOORE