SW3191101_Plan (Set)_20191223

GENERAL NOTE:
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BYTHE CONTRACTOR TO NOTIFYTHE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BYTHE DRAWINGS AND IN
FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. i
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LOCATION OF SITE
NORTH PILOT KNOB ROAD &
NC BUSINESS HIGHWAY 16
DENVER, NC 28037
LINCOLN COUNTY
TMS#: 4602-64-4144; 5601-74-1002
LOCATION MAP
COPYRIGHT 2003
DELORME STREET ATLAS 2004 PLUS USA
SCALE: I "=2000'
DEVELOPER
CAMBRIDGE-DENVER, LLC
831 E. MOREHEAD STREET, SUITE 245
CHARLOTTE, NC 28202
CONTACT: GEORGE L. MALOOMIAN
PHONE: [phone]
PREPARED 1Bi'
B011 T IF, R
- I N a I N G
NC, PLLC NCBELS P-1132
1927 S TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
[e-mail]
CONTACT. STEVE FARMARTINO
WE
Sheet List Table
Sheet Number
Sheet Title
C-101
COVER SHEET
C-102
GENERAL NOTES
C-103
GENERAL NOTES & LEGEND
C-201
BOUNDARY SURVEY
C-202
EX. CONDITIONS & DEMOLITION PLAN
C-301
OVERALL SITE PLAN
C-302
SITE PLAN
C-303
SITE PLAN
C-401
OVERALL PAVING, GRADING, & DRAINAGE PLAN
C-402
PAVING, GRADING, & DRAINAGE PLAN
C-403
PAVING, GRADING, & DRAINAGE PLAN
C-501
OVERALL UTILITY PLAN
C-502
UTILITY PLAN
C-503
UTILITY PLAN
C-504
SANITARY SEWER PROFILE
C-601
PRE DEVELOPMENT DRAINAGE MAP
C-602
POST DEVELOPMENT DRAINAGE MAP
C-603
SUB DRAINAGE AREA MAP
C-604
PHASE I OVERALL SOIL EROSION CONTROL PLAN
C-605
PHASE II OVERALL SOIL EROSION CONTROL PLAN
C-701
OVERALL LANDSCAPE PLAN
C-901
SITE DETAILS
C-902
SITE DETAILS
C-903
SITE DETAILS
C-904
UTILITY DETAILS
C-905
UTILITY DETAILS
C-906
E&SC DETAILS
C-907
E&SC DETAILS
C-908
E&SC DETAILS
C-909
E&SC DETAILS
C-910
E&SC DETAILS
C-911
WET POND DETAILS
C-912
WET POND DETAILS
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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.: FLB190107
DRAWN BY: TGH
CHECKED BY: APL
DATE: 08/27/19
SCALE: AS NOTED
CAD I.D.: SDP-0
PROJECT:
CCAMBRIDGJE
VILLAGE
MULTIFAMILY
FOR
NORTH PILOT KNOB
ROAD, LLC
LOCATION OF SITE
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY
EC) TDIo O� ���
]ENGNM]EIERENG NC, P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)30hierEng.com
SEAL -
— o S
0 047366
SHEET TITLE:
COVERSHEET
SHEET NUMBER:
c - 10 1
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\FLB190107-SDP-O.DWG PRINTED BY: SFARMARTINO 12.23.19 @ 1:54 PM LAST SAVED BY: SFARMARTINO

GaEEN ERA L 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 ARCHITECTURAUBUILDING 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 RISK AND, 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.
SIT E ]LA��YOL T NOT E� (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.
A CC ESSIBI]LITY DESIGN GUID E]LINE� (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.
D EMO]LITION NOTES (Rev.1/2019)
1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY
COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2. THE CONTRACTOR MUST CONDUCT DEMOLITION/REMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM
INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR MUST
OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY IES PRIOR TO THE COMMENCEMENT OF
ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY.
3. WHEN DEMOLITION -RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY THE CONTRACTOR MUST
PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL
HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCAL
REGULATIONS.
4. THE DEMOLITION AND/OR REMOVALS PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY
CONDITIONS REGARDING ITEMS TO BE DEMOLISHED, REMOVED, AND/OR TO REMAIN.
A. THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIES
ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS.
B. THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS METHODS SEQUENCING
TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS METHODS SEQUENCING
TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE
FEDERAL LOCAL AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER
SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR THE CONTRACTOR AND THE PUBLIC.
5. THE CONTRACTOR MUST PROVIDE ALL "METHODS AND MEANS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR
COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE
CONTRACTOR AT THE CONTRACTOR'S SOLE COST MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TO
REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE THE RESTORATION
OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE -DEMOLITION CONDITION, OR BETTER. CONTRACTOR MUST PERFORM ALL
REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE.
6. ENGINEER OF RECORD AND/OR BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE
CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER COMPLYING WITH ALL OSHA
REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR
NEAR TO THE SAME.
7. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION
AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS
NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR
MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF
ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION AREA.
8. PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN WRITING,
RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR
QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRD
PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE ENGINEER OF
RECORD AND/OR BOHLER ENGINEERING, IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE
ENGINEER OF RECORD AND/OR BY BOHLER ENGINEERING, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN
ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND
LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES.
9. THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS
RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR REQUIRED
FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES
AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY
COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.
10. PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST:
A. OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND ALL PUBLIC
AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK.
B. NOTIFY, ATA 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 & S EDI1�1IaENT 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 GUIDELINES FOR URBAN EROSION AND SEDIMENT
CONTROL UNLESS OTHERWISE NOTED, OR UNLESS ENGINEER CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE.
INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION
CONTROL CONSTRUCTION NOTES.
3. THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY 11.50 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 FENCES 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 OR AFTER EVERY 0.5" RAINFALL. 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.
DRA INAAGaE A ND 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.
6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT
BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS AND DETAILS, DOOR ACCESS, AND EXTERIOR
GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION
OF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE
ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL
UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE
REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE
UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS
BETWEEN THESE DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS
DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, AND PRIOR TO CONSTRUCTION,
MUST RESOLVE SAME.
7. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THE
RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THE
APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL
AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT
HAS NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL.
8. DURING THE INSTALLATION OF SANITARY, STORM, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS
AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS -INSTALLED LOCATIONS OF ALL UNDERGROUND
INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE, IN ANY RESPECT, FROM THE
INFORMATION CONTAINED IN THESE PLANS. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE PLAN, WHICH THE
CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK.
9. THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY,
WATER AND STORM SYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND OR STATE DOT
DETAILS AS APPLICABLE. THE CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE
AGENCY WITH JURISDICTION OVER SAME.
10. FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE
RESPECTIVE UTILITY COMPANY, REGARDLESS OF WHAT THIS PLAN DEPICTS.
11. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY.
THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR
TO COMMENCING CONSTRUCTION.
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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.: FLB190107
DRAWN BY: TGH
CHECKED BY: APL
DATE: 08/27/19
SCALE: AS NOTED
CAD I.D.: SDP
PROJECT:
CA�1�1 BRIDGE
MULTIFAMILY
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LOCATION O]F SIT E
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN 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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\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAVNNGS\PLAN SETS\FLB190107-SDP-O.DWG PRINTED BY: SFARMARTINO 12.23.19 @ 1:54 PM LAST SAVED BY: SFARMARTINO

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 BYA 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 ANYAND 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 1Yd', WHICH
HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT
ANYTIME 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 CUTOFF 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 BYA 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
BYA 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%) BYADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY
LOAM UP TO 30% OF THE TOTAL MIX.
7. FINISHED GRADING
A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF
TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE SITE.
B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. THE
SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL THICKNESS (1"±).
C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE
OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY THE PROJECT
ENGINEER OR LANDSCAPE ARCHITECT.
D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AROUND
THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS.
8. TOPSOILING
A. CONTRACTOR SHALL PROVIDE A THREE INCH (3") THICK MINIMUM LAYER OF TOPSOIL AMENDED TO 6 INCHES (6..), OR AS
DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A
PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED 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
UN PLANTED 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
PLATANUSXACERIFOLIA
BETULA VARIETIES
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 W 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 Yd' 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.
STANDARD DRAWING LEGEND
FOR ENTIRE PLAN SET
NOT TO SCALE
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
STANDARD
PAVEMENT
HEAVY DUTY
PAVEMENT
STANDARD DRAWING LEGEND
FOR ENTIRE PLAN SET
NOT TO SCALE
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
ONSITE PROPERTY
LINE / R.O.W. LINE
NEIGHBORING
- -
PROPERTY LINE /
- -
INTERIOR PARCEL LINE
EASEMENT
LINE
__________
SETBACK
LINE
CURB AND GUTTER
CONCRETE CURB &
SPILL CURB TRANSITION CURB
GUTTER
DEPRESSED CURB AND GUTTER
--------------------------
UTILITY POLE
WITH LIGHT
POLE
LIGHT
TRAFFIC
LIGHT
O
UTILITY
O
POLE
TYPICAL
LIGHT
ACORN
LIGHT
TYPICAL
SIGN
PARKING
X
COUNTS
X
—169— —
CONTOUR
187
------------l7O---------
LINE
190
SPOT
ELEVATIONS
SAN
SANITARY
SAN
LABEL
#
STORM
LABEL
$�
SL
SANITARY SEWER
cL
LATERAL
W_
UNDERGROUND
W
WATER LINE
E
UNDERGROUND
E
ELECTRIC LINE
G
UNDERGROUND
0
GAS LINE
OH
OVERHEAD
OH
WIRE
T
UNDERGROUND
T
TELEPHONE LINE
C
UNDERGROUND
0
CABLE LINE
- — — — — — — — — -
STORM
- — — — — — — — — -
SEWER
S
SANITARY
S
SEWER MAIN
HYDRANT
O
SANITARY
O
MANHOLE
STORM
MANHOLE
Wm
WATER
METER
WV
WATER
•
VALVE
GAS
VALVE
®
GAS
METER
TYPICAL END
SECTION
HEADWALL OR
�OR�
ENDWALL
O
YARD
O
INLET
CURB
INLET
O
CLEAN
O
OUT
O
ELECTRIC
O
MANHOLE
O
TELEPHONE
O
MANHOLE
EB
ELECTRIC
BOX
EP
ELECTRIC
EP
PEDESTAL
®
MONITORING
WELL
TEST
PIT
®
BENCHMARK
BORING
STANDARD ABBREVIATIONS
FOR ENTIRE PLAN SET
AC
ACRES
POG
POINT OF GRADE
ADA
AMERICANS WITH
DISABILITY ACT
PROP
PROPOSED
ARCH
ARCHITECTURAL
PT
POINT OF TANGENCY
BC
BOTTOM OF CURB
PTCR
POINT OF TANGENCY, CURB
RETURN
BF
BASEMENT FLOOR
PVC
POLYVINYL CHLORIDE PIPE
BK
BLOCK
PVI
POINT OF VERTICAL
INTERSECTION
BL
BASELINE
PVT
POINT OF VERTICAL
TANGENCY
BLDG
BUILDING
R
RADIUS
BM
BUILDING
BENCHMARK
RCP
REINFORCED CONCRETE PIPE
BRL
BUILDING
RESTRICTION LINE
RET
WALL
RETAINING WALL
CF
CUBIC FEET
R/W
RIGHT OF WAY
CL
CENTERLINE
S
SLOPE
CMP
CORRUGATED
METAL PIPE
SAN
SANITARY SEWER
CONN
CONNECTION
SF
SQUAREFEET
CONIC
CONCRETE
STA
STATION
CPP
CORRUGATED
PLASTIC PIPE
STM
STORM
CY
CUBIC YARDS
TBR
TO BE REMOVED
DEC
DECORATIVE
TBRL
TO BE RELOCATED
DEP
DEPRESSED
TIC
TOP OF CURB
DIP
DUCTILE IRON PIPE
TELE
TELEPHONE
DOM
DOMESTIC
TPF
TREE PROTECTION FENCE
ELEC
ELECTRIC
TW
TOP OF WALL
ELEV
ELEVATION
TYP
TYPICAL
EP
EDGE OF PAVEMENT
UG
UNDERGROUND
ES
EDGE OF SHOULDER
UP
UTILITY POLE
EW
END WALL
W
WIDE
EX
EXISTING
W/L
WATER LINE
FES
FLARED END
SECTION
W/M
WATER METER
FF
FINISHED FLOOR
±
PLUS OR MINUS
FH
FIRE HYDRANT
DEGREE
FIG
FINISHED GRADE
0
DIAMETER
G
GRADE
#
NUMBER
GF
GARAGE FLOOR (AT
DOOR)
GH
GRADE HIGHER SIDE
OF WALL
GL
GRADE LOWER SIDE
OF WALL
GIRT
GRATE
GV
GATE VALVE
HDPE
HIGH DENSITY
POLYETHYLENE PIPE
HP
HIGH POINT
HOR
HORIZONTAL
HW
HEADWALL
INT
INTERSECTION
INV
INVERT
LF
LINEAR FOOT
LOC
LIMITS OF CLEARING
LOD
LIMITS OF
DISTURBANCE
LOS
LINE OF SIGHT
LP
LOW POINT
L/S
LANDSCAPE
MAX
MAXIMUM
MIN
MINIMUM
MH
MANHOLE
MJ
MECHANICAL JOINT
OC
ON CENTER
PA
POINT OF ANALYSIS
PC
POINT CURVATURE
PCCR
POINT OF
COMPOUND
CURVATURE,CURB
RETURN
PI
POINT OF
INTERSECTION
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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.: FLB190107
DRAWN BY: TGH
CHECKED BY: APL
DATE: 08/27/19
SCALE: AS NOTED
CAD I. D.: SDP
PROJECT: A
MBILRUDGE
VILLAGE
MULTIFAMILY
FOR
�NORTH_PILOT KNOB
ROAD, LLC
LOCATION OF SITE
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY
O o 0 � TLTEH
)ENGNM]E)ERENG NC, P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)30hierEng.com
SEAL -
- o S
0 047366 J
SHEET TITLE:
GENERAL
DOTES &
LEGEND
SHEET NUMBER:
C— 1013
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\FLB190107-SDP-O.DWG PRINTED BY: SFARMARTINO 12.23.19 @ 1:54 PM LAST SAVED BY: SFARMARTINO

1
m
wLD
S ES
Z
k
m
� H
a
VICINITY MAP
CURVE TABLE
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD NEARING
C1
10-4)0
15.7(}
14.14
S 13'5 33 E
C2
21ti5.00
iJ96.B9
163.5&
5 7T43 5fi E
C3
443.00'
2813 IT
255.11
N 7T47 02 W
C4
285.00
168.390
185.95'
S 7 '33' _E_
C5
353.3f7
3 64
38.62
N W1403 E
C9
265.00
127.56
126.33
S 76' 23 E
G7
387.92
246.19
242.08
N 79'47 Q2 W
c
344.00
215.54
212.[13
S OW07 JE
C9
344.00
30 44
3Q43
S 138'33 13 E
CID
344.00'
42.46'
42.44
5 672& 59 E
C11
397.00'
97AW
97.63'
S 23`59'27' W
C12
38&ODr
181.419'
179.78'
S Dir4a*o2m w
C13
327.00
239.25
2 1!05
S 1 TD73T WJHP
C14
273.00
199.74
195.31
N IZ07 30 E
CT5
439.00
'86.04
95m
N 0734i?3 W
cis
I OZ5
14__M'
13.31,
N 3J9 00 49 W
C17
4'
104.7B'
N 627Q2 43 W
cis
35.00
28.85
27.88
S 05 E
CID
.37.001,663
77
58.07
N 8 45 15 E
C20
22.00
21 1
27,27`
S O7'IT55 E
C21
147.OQ'
94 85'
83.49'
S 112*02'43" E
C22
22.00
54.12
30.80
N 5701 21 E
C23
1 427.00
11.97'
11.97'
N I.T23'26" E
C24
427.00
125.65
125-2tI
N 2737 26 E
C25
200.
i 48.V
142-ICY
S 1II71444 W
026
320.OD
195.513
192 53'
NOS 30 44 E
C27
280.00'
29.80'
29.79`
S 29'92 33, W
G28
184.50
SAO
3 82
S 79'08 04 E
CERTIFICATE OF OWNERSHIP AND DECHCATIC
,/WE HEREBY CERTIFY THAT I/WE ARE ALL THE OWNERS OF FEE SIMPLE
TITLE TO THE PROPERTY SHOWN AND DESORIEIEO HERON, WHICH IS
LOCATED IN LINCOLN COUNTY AMD THAT I/WE HEREBY ADOPT THIS FLAN OF
SUBDIVISION WITH MY/l FREE CONSENT AND ESTABLISH MINIMUM LOT
SIZE AND BUILDING SETBACK LINES AS NOTED.
(74MpJ yq`6
IA74 L
Q Ip DA • %
Q Rlie L DATE
ATE'i I
1�
DATE
QWNIJDATE
If livini
OWNER
OWNER DATEf
•-J • A •. •+ r- ;r, -► '+.,E
I I HEREBY CERTIFY THAT TO 71HE HEST OF MY ABILITY AS SLWWSION ADMINISTRATOR
THAT I HAVE DETERMINED THAT THE SUBDIVISION PLAT SHOWN HEREON 15 NOT
SUBJECT TO THE LINCOLN COUNTY UNIFIES DEVELOPMENT ORDINANCE PLRSUANT TO
9.&2. THIS DETERMINATION IS BASED ON STATEMENTS MADE QY THE APPLICANT AS TO
THE COWNATION OR IRELOAItt31NATHON OF REED LOTS, YHE STATUS OF ROADS,
AND THE SEPARATION OF LAND SUBSEQUENT O THE EFFECTIVE DATE OF THE UNIFIES
DEVELOPMENT ()RDIINANCE. FURTHERMORE SUCH INFORMATION, IF iNCORRIECT, WOULD
RESULT IN THE CANCELLATION OF THIS CERTIFICATE.
S DN ADMINISTRA DATE
ATERSHED CERTIFICATE
THE CAVAMGE VILLAGE SUBDIVISION 70 THE E= OF MY KNOWLEDGE,
DOES NOT LIE WITHIN A WATER SUPPLY WATERSHED DESIO NATED BY THE
NORTH CAROLINA DIVISION OF ENVRONMENTAL MANAGEMENT AS APPEARS
ON THE WATERSHED PROTECTION MAP OF LINCOLN COUNTY.
l 9UDIN ADIrf#NIISTRA7OR DATE
I, EOWN S. GOOSEY CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION
FROM AN ACTUAL SURVEY PERFORMED CINDER MY UA'fRV1SION FROM DEED BOOK(s)
AS SHOWN, PAGES SHOW, THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED A5 SHOWN A5 DRAWN FROM INFORMATION F041ND IN BOOK AS SHOWN,
PAGE AS SHOWN, THAT THE RATIO OF PRECISION AS CALCULATED 15 1: 10.00a,
THAT THE GLOBAL NAVIGATION SATELLITE S"TEM1 (GNSS) SURVEY AND THE
FOLLOWING INFORMATION WAS USED TO PERFORM THE GLASS SURVEY:
CLASS OF SURVEY: URBAN LAND SURVEY
POS1710 NAL ACCURACY, D.02 FEET
TYPE OF GPa FIELD PROCEDURE: STATIC
DATE OF SURVEY. 3-5-2016
DATUM/EPOCH, NAD-63 (2011), / 2010.0000
PVWSHEDMXED CONTROL USED: DE8425 GAST GASTON 03RS ARE', DF747t NCCO
CONCORD CORS ARP, DM3523 NICK HICKORY CCRS ARP
GEOID MODEL G OIDT28
COMBINED {ARID FACTOR: 0.99954752
UNITS: FEET
THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDER.
THAT THIS PLAT IS OF ANOTHER CATEGORY. SUCH AS A RECOMBINATION OF
E)GSTING PARCELS, A COURT -ORDERED SURVEY, OR OVER EXCEPTION TO THE
DEFINITION OF SUBDIVIS10%
VATINEBS MY 4MONAL MGNA , JREO A'11ON HUII l AND SEAL TNS XX DAY
4F DWMBER, A.D„ _ r
BK 16 PG 490 - 490 (1)
This document presented and fled:
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PLAT
Fee $21,00
556715 1�� II � �II I IIIIIII II II
Lincoln County North Carolina
Dar1ny R. Hester, Register of Deeds
UNE TABLE
LINE
BEARING
DISTANCE
LT
5 31-01 39 W
F.__
L2
S D2 59 F
08.05'
L3
N 8705 53" E
51.81,
14
N 06 54 O7 W
10.00
L5
N &YO5'53" E
20.(10
L6
S BY05 53 W
51.81
L7
N 63'02 58 W
1 .1'J'
L8
S JB3`2854 W
f 13.66
L9
N 72' 19 11 E
14
L1O
S DIT50'06' E
98.97
L11
S OT50'06" E
77.87
L12
S 33'05 OS` W
71.1
L13
S 56'54'54" E
10.00
L14
S 33U5 06 W
20.49'
L15
N SO'S3 35 W
&4d
L16
S 01'21 W W
13.
L17
S 48732 54 E
149.88"
L1 S
5 4532`54 E
169
L19
S Q6'S4 20 E
68
L20
N 1inT4fi WN
4.74
L21
S 06'54'20" E
10.
L72
N 33`05 (16 E
136.54'
L23
S 10'33 46 E
79.30
L24
S 72' 19 11 W
35.86
L25
S 11-2729 W
37.
L26
S W57'37- E
82 2d'
L27
N 6W36'28" W
40.22
L28
S 3T55 29 W
71.64
L29
N 3CF013'4T E
37.9
L30
S O605'4R E
85.39'
L31
S DE r21 06 E
199.65
L32
S GEll E
260.00'
L33
S 08'27 37" E
195.72'
L34
S O6'3O'41- E
18&32'
L35
S 05'2618 E
159.55
Lad
5 G 39'01' E
264.86
L37
S 0717'40' E
1 i7.48
L38
N 10 i4 W
57> '
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NORTH CAROLINA, 1! 4{X4 ODUNTY kd.
L ����•�� A NOTARY PUBLIC OF THE COUNTY AND STATE
AFORESAID, CERTIFY THAT Otp.
... 031Ill :311L�:jj:� 3
PB it PC zz
COMMON OPEN SPACE
D@ 2M P8 53
PIIN #4 f,GC.
B R E
PROPERTIES �n„ TIOIN , , -TkIF_ .�, 01 ,z.NST M NT. �� E,„� u�, �.,u �4F, ,w,.�W.�S „,�
EXECUIIQN OF TH FOREGl71NG ENS UkNENT. Y4ITNESS HAY HAND AND O�fFJC1AL STA1,iP
AND SEAL. THIS DAY OF
2016.
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H 1� r
4
831 Elfft maR1 0 ;9t -al ftno
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cb riam, ]IN'll C9r011M
28=
NOTARY PUBLIC
MY CIOMMISSION EXPIRES:
C TA
RECORD OWNERS.
EIR
CECIL M. DELLINGJR. STIR LIMTED PARINIERSHIP
THAO FIOANIG LY & wife
GLM HOLDINGS, LLC
' p+ P i1 B L I. C
& DORIS D. KEEVER
182 KILL.IAN FARM ROAD
HIEN THI NGUYEN
831 EAST MOREHEAD ST.
f{'¢
202 HIGHWAY 16N
STANLEY, NC 28164
12524 TANNER COURT
STE 245
!/�08G
DENVER, INC 21C37
CHARLOTTE. NC 282fi2
CHARLOTTE, NC 28202
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GENERAL
NOTES:
1OID
0 50 till]
2DO
40
1. OOUNDARY SURVEY 15 11A3ED ON i;708TNG PNYSICAL ENWEliCE 08SF.RVEO IN FIELD
ON EAMIi a] OF SIAll Zc"MNG CRI(MA (R-T)
li GRAPHIC SCALE i" = 1il[}' 2. 140M 019ENTATBOl+i IS $ABED ON 110RTN CAROLINA STATE PLANE GRID CBC(iIllNATE
SETIZAG4CS`
MLMYs W.
P0'.ftw
AVMV itA,
11-111
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IBM
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w.44l 'SCALE
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15-01
5YSTE M (NAO--p
3, ALL OSi'ANCE S1 W NOW -ON All 11014ZOl i 4MM OISTAMCES 1xMI.E€S
OTHET O E NOTED. ALL ANFAS WERE CALMALATED LISNG THE COOFONAT€ ME1406-
THE LOCATIONS of u7lLME5 SHOVII+ HEREON ARE APPROMMATE AND ARE BASED ON
4. ALIOVE GROUM6 VS8111LE APPLIRTENAMOE'S.
5. IRON Fl F011110 OR #LES AT ALL CORNERS UNLESS OTH RIMSE NOTED.
6, SUBJECT PROPERTY 15 NOT LOCATED 111EHIN A DESIGNATED WATERSHED AREA
1 PROWWTY AS NOW KWM WAY HE SIXUvcr TO RED CR ILMIRIDIDMIED
EAME M ROff-OF-411l REMCTItNSr AND OR CONDMONS NOT 089l
OR INDICATED HEREON.
43 SrAMU PROPERTY IDES WTHIN FLOW ZOW 'r (AREAS OCURMINED TO BE
OU7910E TINE OM ANMUAL. OUNCE ,LDODFIM) AS SWIM ON THE MADONAL
FLUCO INSURANCE RATE MAP Nrn V1046u=-4 MATH AN UFEC71VE REMSWN
DATE OF 9-*C 2007-
9 A TW DRANAGE AND UTILITY EASEILENT E aM ALONG ALL PRCPENTY LR✓E5.
ANT, ME AND HEAR)
10 YMJJNTARY AA,'RICULTLJRAL DISO hIMEF4 WSJMT PROPERTY IS iWATED WTHIN A
VULLTNTANY AOR,Ol1LTW;iRAL OTSTRIC T BUFFER ZONE:
ROAD YARD 30 FT,
SIDE YARD
rTTALDR2).1
QFT.SIDE YARD FTSIDE YARD 20 FT.
REAR YARD 40 FT.
ZONING CRITERIA (B-G)
SMACK&
ROAD YARD (MIN.) 30 FT_
ROAD YARD! Illll } 15C FT.
SIDE YARD (INTERIOR) 15 FT
ABUTTING RESIDENTIAL
01STRICT 30 FT',
SIDE YARD 30 FT.
REAR YARD 25 FT.
ABUTTING RESIDENTIAL
DISTRICT 30 FT.
STATE OF NORTH CAROLINA 0"
COUNTY OF LINCOLN .r ROAR � � 901111 AA U. S7EPHENS
41 A19TA Jl MAW IRS 'ice Ps 76
I, MI 1� MSS - REVIEW OFFICER OF 0IMF, PG 207 ti � 72-31e14
LINCOLN COUNTY, C.ERTtFY THAT THE MAP OR PLAT PAIL l 3060 L
To WHICH THIS CERTIFICATION I5 AFFIXED MEETS T PIN � 4e02-72-a1T6
ALL STATUTORY REQUJR€MENTS FOR RECORDING
R� OFFICER DATE Ile � � 1 G 04
4 �
MORRISON RESIDENTIAL TRACT" 1 i OR 5112% Pc e"
�p �✓ THEOCl D. MOR SON 1
G c`� Mc wife DEEORAH D.MORRISON
I
DB 583, PG 967 f
PARCEL 31 OUl S }� � -Z
Ik) PIN # 4602-e3-CY114
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,� 'ate
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HIKE 73 CAPITAL CFAM
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PAMXL S1Li23
PIN / ma-72-13M
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Do 22124 PC 944E
PANS grim
PIN 0 4 74W
CAM HKNJ)N= LLC
Do 7EIw PC Be
PARCEL IEa3,e
Pill N -a-Am
f "JLI' NGIiENS r EORM
E}DSTL%G jIs
240EASEMENT
0B R M PIN N, ON
17z1s1, F7r ;see �
CA
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� �` ' • REEAR PARCEL 3 1 rj
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/`{ r 'p r� DB 1088, PC 663 }
�/ � G # r4 �� TAX PARCEL 34534
�. PIN 4502-5¢--1002 {
%l e , , `�' �'`,xoy �1, 36t0 ACRES TOTAL � r� CI � M
PG Im
ZONING ELDD B-G & R-T + PARM4 Wall
}, MOTE: THE 31.36U AGIRES L11TE5 NpT INCLUDE �� PIN #
`0 ]HE LAND ACREAGE ON THE WESTERN SIDE O}
N.C. HIGHWAY BUSINESS 15 THAT IS A PART OF l II
�THIS TAX. PARCEL- "CONWQRETE SUPPLY TRACT" �
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1 BUSTING
RERM CONCRETE SUPPLY COMPANYEGSTN
�4 WINS c >RR4r p RESIDENTIAL
�ip� `r * p 1�jp DU 2421, PG 598 {
L# AI)ELLIf G RESIDENTIAL NEBAR hilTME PARCEL 02352
>< PIN � 48D2-b3-8569
i1ESTONS I LC
1 t 1 04 TRACT" L t B RE7his
MM CECIL M. DE IMCER JR. R1Eei�
!f
& wlfa DEBORAH, L DELI NIGE R I
INN # 4a -zre5 SIN
DO 2235, PG 779 _I RANSCONTINENTAL so,
PIN # 4 74-T002 {j PIPE LINE CORPORATION)
.5t 5U` RIGHT-OF-WAY � M
1-11
d`
1 ! } ,9- "0. j� PARCEL 4 `j
ll 1 -EXSTMG � +' BARGEE 1 Z. r THAO HOANG LY & wife
ti 11 CECiL M., DELUNGER, JR. �� HIEN THI NGUYEN �
i 2{I' PUBLIC WATER
11 LINE EASEMENT DORIS D. KEENER - , D$ 1353 PG 117
1 ti WB 89E PG 327 OPARCEL EID382 0
TAIL PARf:E1, 90178 LIIRroN
IN PIN 1. I PIN 14602-62-0971
PIN # 4602-64-4144 2.049 ACRES TOTAL 0
15.228 ACRES TOTAL ZONING LLD0 a-G F
ZONING ELDD R-T S1GNA E EASEMENT
\ AREA S 31'YI3' 14' W 445.55' ti Q I a
'�L\t 1 027 L28 Y * i`-
\ t 22 .ry 4
12C]' PUBLIC SANITARY SEWER EASEMENT
C I ,1+ : �1lb
126'
PARCEL 2 I �,}r Cv C7
t I L------------
�, GLM HOLDINGS, LLC � �i � •���!'� a
p 16.150 ACRES TOTAL----------� II i `'
1
FUTURE ACCESS
J, J Rom} (2$1 r" / r EX NG POK E3USIWG
--�--- S 31't}3'14" W 754.53' ____-- �--_-- I:11 } �1 #+
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r I N 37'0314 E 749.46 - I C24 if
59'�1 rn La girls
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WI I - - - - �- - - - - j firg
20' PUBLIC WATER f � } 5
� { { - - � LINE EASEMENT f � f � 1 �TRANSCONTIJNENTAL. �
' - - - - - � � �PIPE LINE CORPORATION R - -
dL ,?p wsI I # F J m f l�T f 5(Y RIGHT-OF-WAY
a Jf BL F SANITARY
Ll I k } f a
S UTHLARE OIIDLP LLC 1pp aDO 1EM Pr am
f # f
PR 433, PC 4311 A!'}
LO7 00* k ---- ---- ----5 31`0.3'14 MI 1353.88'---_------------
PIN f49IV-64-4W4 I ` . �, ` # A TWATEI LANE31' PRIVATE EAS€M EN T)_ {� �f r
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i I IN 31'03'14' E 1318.63'- -+.� i f -FROPEll LP
luvam RETAIL
CA cli
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PFC l<tIL1ED PpNitlBtSINP -4 � �, � � 2W PUBLIC SAN IITAR'Y I
OR 213741�
PARCEIL7 � " t4 SEINER EASEMENT I I 2W PUBLIC WATER� � �
LIME EASEMENT 1 �v
I ` 1 70,5' I I A TM
20'_11
N l iJINEPUBLIC F EASEMENT
I I , LINE EASEMENT N c l LASEMENT JI I f n
I -247
20 L - L RiaLlcT f 374w a i�� F�asnNc As
78.50'RAVI ----��
637 15' - - - - - - - - - - - - - - `dam - t - (NC.DOT R%1M) IiEBAR
�y� s N 31-OW166"� E 755A V flaslr�c 4/W 93 EMN#4 SET 313.37'
4° REDAR SET L O 84- '� NOM GM CIDORD (""AL) MCN41YL71T RM� � 3.60, If
N(M ot10 COORD. D"�s .`-� NAD-I13 N 31'1{}'�I2' E 4$0.{?'�J'
I .I41 a- �_ rT. N.C. HIGHWAY 16 BUSINESS AL)
Y - 624.701.57 F`. `' (VARIABLE WIDTH PUBLIC R/W)

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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.: FLB190107
DRAWN BY: TGH
CHECKED BY: APL
DATE: 08/27/19
SCALE: AS NOTED
CAD I.D.: DMP-0
III PROJECT:
CCAMBRIDGJE
VILLAGE
MULTIFAMILY
FOR
NORTH PILOT KNOB
ROAD, LLC
LOCATION OF SITE
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY
1.1
00 J ���
IENGNM]EIERENG NC, P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)30hierEng.com
SHEET TITLE:
1{�,p
Il X o
CONDITIONS &
DEMOLITION
PLAN
SHEET NUMBER
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\FLB190107-DMP-O.DWG PRINTED BY: SFARMARTINO 12.23.19 @ 1:54 PM LAST SAVED BY: SFARMARTINO

IV
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CECIL M. DELLINGER, ✓R. DORIS D. KEENER
WB 89E--327 DB 192
USE. SINGLE FAMILY RESIDENAAL
2555, PG 544 PB H,
\ PG 22 LOT 12
PARCELI 72069
\ Z
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PAVEMENT/MISC. LEGEND \ ��
STANDARD CONCRETE SIDEWALK \ I DUKE POWER COMPANY REAL
ESTATE DAOSION OB 465, PG
668 PARCEL# 57349
STANDARD DUTY ASPHALT \
HEAVY DUTY ASPHALT
HEAVY DUTY CONCRETE /
1.5" MILL AND OVERLA
NCDOT FULL DEPTH PAVEMENT /
/ BUILDING 9 PROP WET POND
/ TYPE 500 (SEE SHEET C-907) '
/ FFE = 800.17 13
/ 13,600 SF
/ (30 UNITS)
/ 6
7
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/
0
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ING
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'ER ROAD
0
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EXISTING PUBLIX
GROCERY & OTHER
SMALL COMMERCIAL
USES
OWNER.- CAMBRIDGE
DENVER LLC
PIN.- 46026JI955
ZONING.• ELDD R-T
& PD-C
iBUILDING 3
234 l
(28 UNITS)
one
MAIN
♦e�
1�1
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9,250 SF
(23 UNITS)
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/"SITaE DATA.
PROPERTY OWNER (S):
BBC CAMRIDGE LLC
SITE ADDRESS (S):
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY
PARCEL ID NO (S):
4602-64-7391 AND 4602-74-1002
ENGINEER:
BOHLER ENGINEERING
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
EXISTING USE:
VACANT(WOODED), SINGLE-FAMILY RESIDENTIAL
PROPOSED USE:
MULTI -FAMILY
EXISTING ZONING:
R-T
PROPOSED ZONING:
PD-R
FUTURE LAND USE:
FEMA FLOOD ZONE:
THIS SITE IS LOCATED WITHIN ZONE "X' COMMUNITY
NUMBER 120048, PANEL NUMBER 0710, EFFECTIVE AUGUST
18, 2014
MAXIMUM
PROPOSED
UNITS
260 UNITS
248 UNITS
STORIES
4 STORIES
BUILDING HEIGHT
60'-0"
BUILDING SETBACK:
REQUIRED
PROVIDED
FRONT
15'
15'
SIDE
10,
10,
REAR
10,
10,
LANDSCAPE BUFFER:
FRONT
10' CLASS "A" BUFFER AND 15'
LANDSCAPE YARD
15'
SIDE
10' CLASS "B" BUFFER
10,
REAR
10' CLASS "B" BUFFER
1 T
AREA CALCULATIONS:
SITE AREA
461,528 SF (t 10.6 AC)
TOTAL IMPERVIOUS AREA
273,885 SF
APARTMENT BUILDING AREA
88,955 SF
PARKING GARAGES
9,100 SF
CLUB BUILDING
5,195 SF
TOTAL BUILDING AREA
103,250 SF
PAVEMENT / SIDEWALK
24,010 SF
PROPOSED OPEN SPACE
103,250 SF
TOTAL PERVIOUS AREA
187,643 SF
REQUIRED
PROVIDED
MAXIMUM LOT COVERAGE
BUILDINGS:
50%
22.37 %
IMPERVIOUS AREA:
90%
59.34 %
MINIMUM OPEN SPACE:
50%
22.37 %
MINIMUM LANDSCAPING:
10%
PARKING REQUIREMENTS:
NORTH SITE PARKING REQUIRED
UNITS
1 BEDROOM
1.5 SPACES PER UNIT
54 (x1.5 = 81 SPACES)
2 BEDROOM
1.75 SPACES PER UNIT
18 (x1.75 = 32 SPACES)
3+ BEDROOM
2 SPACES PER UNIT
12 (x2 = 24 SPACES)
TOTAL RESIDENT PARKING REQUIRED
137 SPACES
GUEST PARKING REQUIRED
5% OF TOTAL REQUIRED
137 x .05 = 7 SPACES
TOTAL REQUIRED PARKING SPACES
144 SPACES
TOTAL PROVIDED PARKING SPACES:
151 SPACES
SOUTH SITE PARKING REQUIRED
UNITS
1 BEDROOM
1.5 SPACES PER UNIT
71 (x1.5 = 107 SPACES)
2 BEDROOM
1.75 SPACES PER UNIT
93 (x1.75 = 163 SPACES)
3+ BEDROOM
2 SPACES PER UNIT
N/A
TOTAL RESIDENT PARKING REQUIRED
270 SPACES
GUEST PARKING REQUIRED
5% OF TOTAL REQUIRED
270x.05 = 14 SPACES
TOTAL REQUIRED PARKING SPACES
283 SPACES
TOTAL PROVIDED PARKING SPACES:
283 SPACES
/ I FFE = 783.33
/ (28 UNITS) 10,300 SF 8 5
UNITS)
I�
(28 UNITS) ( ) I\ I
T
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I STIR LIMITED PARTNERSHIP OB
NOTES: DEVELOPMENT ORDINANCE SHALL PREVAIL WHEN DEVELOPING THE SITE. REGULATIONS.
L b. THIS DEVELOPMENT RESERVES THE RIGHT TO TREAT ITS STORM WATER BY A MASTER POND SHARED WITH THE 13.DIMENSIONAL STANDARDS
4. PERMITTED USES/DENSITIES ADJACENT PROPERTY. a. APARTMENT BUILDINGS SHALL MAINTAIN A MINIMUM BUILDING SEPARATION OF 16'.
1. GENERAL PROVISIONS a. THE PROJECT SHALL BE LIMITED TO 260 MULTI -FAMILY APARTMENT DWELLINGS AND ANY INCIDENTAL OR b. THE CAMBRIDGE COMMONS DEVELOPMENT IS TO BE CONSTRUCTED TO A MAXIMUM OF 4-STORY STRUCTURES WITH
a. THE PLANNED DISTRICT PLAN IS INTENDED TO REFLECT A GENERALIZED ARRANGEMENT OF THE SITE IN TERMS OF ACCESSORY USES. 9. PERMITTING A HEIGHT NOT TO EXCEED 60 FEET PER SECTION 2.6.6.A OF THE LIDO.
LAYOUT, BUILDING ORIENTATION, STREET NETWORK, PARKING AND OPEN SPACE AREAS. b. USES ON THE COMMON OPEN SPACE (COS) MAY INCLUDE LANDSCAPING, FENCES, WALLS, BERMS, PEDESTRIAN a. THE PETITIONER UNDERSTANDS THAT ALL PERMITS FROM THE APPROPRIATE AGENCIES MUST BE OBTAINED PRIOR
b. FINAL CONFIGURATION, PLACEMENT AND SIZE OF INDIVIDUAL SITE ELEMENTS, STREET ALIGNMENTS, ETC. MAY BE TRAILS, RECREATIONAL USES, ENTRY SIGNAGE, MONUMENTS AND STORM WATER BMPS. TO COMMENCEMENT OF RELATED CONSTRUCTION ACTIVITIES. 14.ARCHITECTURAL STANDARDS
ALTERED OR MODIFIED WITHIN THE LIMITS OF THE ORDINANCE AS DESCRIBED IN SECTION 9.5.13, AND THE a. MULTI -FAMILY APARTMENT BUILDINGS SHALL MEET THE REQUIREMENTS OF THE LIDO.
STANDARDS ESTABLISHED WITHIN THESE CONDITIONAL NOTES DURING THE DESIGN DEVELOPMENT (PLATTING) 5. AMENITIES 10. WATER AND SEWER AVAILIBILITY
AND CONSTRUCTION PHASES. a. THE APARTMENT AREA WILL INCLUDE A POOL AND CLUBHOUSE. a. IT IS THE PETITIONER'S RESPONSIBILITY TO INCUR FEES AND INFRASTRUCTURE COSTS FOR PROVIDING WATER AND
c. THE PETITIONER RESERVES THE RIGHT TO MAKE MINOR MODIFICATIONS AND ADJUSTMENTS TO THE APPROVED SEWER THROUGHOUT THE DEVELOPMENT.
PLANNED DISTRICT PLAN, SUBJECT TO STAFF APPROVAL, PROVIDED THAT THE TOTAL NUMBER OF RESIDENTIAL 6. OPEN SPACE, BUFFER YARDS, AND LANDSCAPING b. THE PETITIONER WILL COMPLY WITH ALL DISTRICT WATER AND SEWER STANDARDS.
UNITS DOES NOT EXCEED THE MAXIMUM PERMITTED. ANY MAJOR MODIFICATIONS WILL REQUIRE SUBMITTAL TO a. THE CAMBRIDGE COMMONS MULTI -FAMILY SITE WILL EXCEED THE REQUIRED 12.5% OPEN SPACE.
THE BOARD OF COMMISSIONERS. b. A CLASS "B" BUFFER YARD IS REQUIRED ALONG PROJECT BOUNDARIES PER SECTION 2.4.9.B.3(B) OF THE LIDO. 11. DEVELOPMENT PHASING
c. LANDSCAPING FOR THE DEVELOPMENT SHALL MEET OR EXCEED ALL REQUIREMENTS OF THE LIDO. A DETAILED a. THE APARTMENTS MAY BE DEVELOPED IN MULTIPLE PHASES.
3. DEVELOPMENT STANDARDS LANDSCAPING PLAN WILL BE SUBMITTED TO COUNTY STAFF ALONG WITH THE CONSTRUCTION PLANS. b. EACH BUILDING CONSTITUTES A POTENTIAL PHASE.
a. PURSUANT TO SECTIONS 2.4.9 AND 9.5 OF THE LINCOLN COUNTY UNIFIED DEVELOPMENT ORDINANCE (UDO)
ENTITLED PLANNED DEVELOPMENT DISTRICTS AND PLANNED DEVELOPMENT REVIEW RESPECTIVELY; THE 7. PARKING, LIGHTING AND SIGNAGE 12. VEHICULAR ACCESS AND ROAD IMPROVEMENTS
PETITIONER SEEKS TO OBTAIN APPROVAL OF THE USE OF THE FOLLOWING DEVELOPMENT STANDARDS a. PARKING, LIGHTING, AND SIGNAGE SHALL COMPLY WITH ALL REQUIREMENTS IN THE UDO. a. THE TRAFFIC IMPACT ANALYSIS (TIA) HAS BEEN UPDATED FROM THE ORIGINAL ANALYSIS PERFORMED FOR
CONCURRENTLY WITH THE APPROVAL OF THE REZONING PETITION. CAMBRIDGE VILLAGE.
b. THESE STANDARDS, AS ESTABLISHED BOTH BY THE CONDITIONAL NOTES AS SET OUT BELOW AND AS DEPICTED ON 8. STORM WATER COMPLIANCE b. THE INTERSECTIONS REVIEWED FOR THE CAMBRIDGE DEVELOPMENT HAVE BEEN DETERMINED TO BE SUFFICIENT
THE PRELIMINARY CONCEPT PLAN SHALL BE FOLLOWED FOR THE DEVELOPMENT OF THE PROPERTY. a. THE CAMBRIDGE COMMONS MULTI -FAMILY SITE SHALL COMPLY WITH ALL REQUIRED STORM WATER MANAGEMENT FOR THIS PHASE OF THE OVERALL DEVELOPMENT.
c. UNLESS OTHERWISE APPROVED AS PART OF THESE CONDITIONAL NOTES, THE LINCOLN COUNTY UNIFIED
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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.: FLB190107
DRAWN BY: TGH
CHECKED BY: APL
DATE: 08/27/19
SCALE: AS NOTED
CAD I.D.: SSP-0
PROJECT:
CAMBRIDGE
VILLAGE
MULTIFAMILY
FOR
NORTH PILOT KNOB
ROAD, LLC
LOCATION OF SITE
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY
TDI O� ��R
IENGNM]EIERENG MID, P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, INC 28203
Phone: [phone]
Fax: [phone]
NC@)30hierEng.com
�177
SEAL -
0 047366 %
SHEET TITLE:
OVERALL SITE
PLAN
SHEET NUMBER:
C - 3®�
C:\USERS\SFARMARTINO\APPDATA\LOCAL\TEMP\ACPUBLISH-29288\FLB190107-SSP-O.DWG PRINTED BY: SFARMARTINO 12.23.19 @ 2:39 PM LAST SAVED BY: SFARMARTINO

PAVEMENT/MISC. LEGEND
0
STANDARD CONCRETE SIDEWALK
STANDARD DUTY ASPHALT
HEAVY DUTY ASPHALT
HEAVY DUTY CONCRETE
1.5" MILL AND OVERLAY
NCDOT FULL DEPTH PAVEMENT
o
5066£ 3 „0£,£0.£L N
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PROP 10' L/S & BUILDING SETBACK
N84° 51�
132 5
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SALEM UNITED METHOI
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PARCEL/ 52655
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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.: FLB190107
DRAWN BY: TGH
CHECKED BY: APL
DATE: 08/27/19
SCALE: AS NOTED
CAD I.D.: SSP-0
PROJECT:
CCAMBRIDGJE
VILLAGE
MULTIFAMILY
FOR
NORTH PILOT KNOB
ROAD, LLC
LOCATION OF SITE
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY
O� ����
® IENIGNM]EIERENG NC, P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)30hierEng.com
SEAL -
- o S
0 047366
SHEET TITLE:
SITE PLAN
SHEET NUMBER:
C-302
C:\USERS\SFARMARTINO\APPDATA\LOCAL\TEMP\ACPUBLISH_29288\FLB190107-SSP-O.DWG PRINTED BY: SFARMARTINO 12.23.19 @ 2:39 PM LAST SAVED BY: SFARMARTINO
30
15
7.5
0
30
1 "=
30'

C:\USERS\SFARMARTINO\APPDATA\LOCAL\TEMP\ACPUBLISH_29288\FLB190107-SSP-O.DWG PRINTED BY: SFARMARTINO 12.23.19 @ 2:40 PM LAST SAVED BY: SFARMARTINO

\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\FLB190107-GDP-O.DWG PRINTED BY: SFARMARTINO 12.23.19 @ 1:56 PM LAST SAVED BY: SFARMARTINO

STORM STRUCTURE SCHEDULE
RI V.
NAME
TYPE
( TL)
INVERTS
A-10
PROP. FLARED END SECTION
INV IN = 785.57' (24")
A-20
PROP. CATCH BASIN
796.62'
INV OUT = 785.57' (24")
INV IN = 786.28- (24")
A-30
PROP. CATCH BASIN
798.64'
INV OUT = 786.28' (24")
INV IN = 786.68'(15")
A-40
PROP. CATCH BASIN
796.62'
INV OUT = 786.58' (24")
A-50
PROP. CATCH BASIN
790.93'
INV OUT = 787.54' (15")
A-60
PROP. OCS
792.83'
INV OUT = 788.25' (24")
INV IN = 784.35'(24")
A-80
PROP. STORM MANHOLE
795.18'
INV OUT = 784.35' (24")
A-90
EX. GRATE INLET
789.19'
INV IN = 784.15'
STORM SEWER ]PIPE SCHEDULE
FROM
TO
FROM
INV
TO
INV
PIPE
LENGTH
SLOPE
N)
DIAMETER
(IN.)
MATERIAL
A-90
A-80
784.15'
784.35'
21.58'
0.93%
24"
RCP
A-70
A-60
787.79'
788.25'
23.70'
1.96%
24"
RCP
A-40
A-50
786.68'
787.54'
84.48'
1.02%
15"
HDPE
A-30
A-40
786.28'
786.58'
55.93'
0.55%
24"
HDPE
A-30
A-20
786.28'
785.57'
128.78'
0.55%
24"
HDPE
A 20
785.57'
785.39'
27.20'
0.67%
24"
HDPE
WETLANDS NOTE:
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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.: FLB190107
DRAWN BY: TGH
CHECKED BY: APL
DATE: 08/27/19
SCALE: AS NOTED
CAD I.D.: GDP-0
PROJECT:
CAMBRIDGE
VILLAGE
MULTIFAMILY
FOR
NORTH PILOT KNOB
ROAD, JLJLCC
LOCATION OF SITE
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY
T.
D nh L1E�
ENGINEERING NC, PLLC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
°Q a
SEAL -
a 047366 a
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SHEET TITLE:
PAVING,
GRADING, &
DRAINAGE
PLAN
SHEET NUMBER
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\FLB190107-GDP-O.DWG PRINTED BY: SFARMARTINO 12.23.19 @ 2:50 PM LAST SAVED BY: SFARMARTINO
30
15
7.5
0
30
1 "=
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\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAVVINGS\PLAN SETS\FLB190107-GDP-O.DWG PRINTED BY: SFARMARTINO 12.23.19 @ 1:57 PM LAST SAVED BY: SFARMARTINO

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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.: FLB190107
DRAWN BY: TGH
CHECKED BY: APL
DATE: 08/27/19
SCALE: AS NOTED
CAD I.D.: UTP-0
PROJECT:
CCAMBRIDGJE
VILLAGE
MULTIFAMILY
FOR
NORTH PILOT KNOB
ROAD, LLC
LOCATION OF SITE
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY
00 � ���
IENGNM]EIERENG NC, P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)30hierEng.com
SEAL -
0 047366 %
SHEET TITLE:
OVERALL
UTILITY PLAN
SHEET NUMBER:
c - 5 0) 1
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\FLB190107-UTP-O.DWG PRINTED BY: SFARMARTINO 12.23.19 @ 2:06 PM LAST SAVED BY: SFARMARTINO
1 "= 50'

Z �
0
SANITARY PIPE SCHEDULE
FROM
TO
FROM
INV
TO
INV
PIPE
LENGTH
SLOPE
(/o)
DIAMETER
(IN.)
MATERIAL
MH-11
CO-17
790.36'
794.21'
77.02'
5.01%
6"
SDR-35
MH-10
MH-11
788.26'
790.22'
98.45'
2.00%
8"
SDR-35
MH-9
MH-10
786.44'
788.16'
85.77'
2.00%
8"
SDR-35
MH-8
MH-9
785.00'
786.34'
66.02'
2.03%
8"
SDR-35
MH-7
MH-8
782.04'
784.90'
142.93'
2.00%
8"
SDR-35
CO-18
CO-17
794.66'
794.21'
8.91'
5.03%
6"
SDR-35
CO-16
MH-10
790.41'
788.26'
42.05'
5.12%
6"
SDR-35
CO-15
MH-8
786.71'
785.00'
34.21'
5.00%
6"
SDR-35
E
SANITARY STRUCTURE SCHEDULE
RI V.
NAME
TYPE
( TL)
INVERTS
CO-15
SANITARY CLEANOUT
794.40'
INV OUT = 786.71' (6")
CO-16
SANITARY CLEANOUT
797.72'
INV OUT = 790.41' (6")
CO-17
SANITARY CLEANOUT
799.43'
INV IN = 794.21' (6")
INV OUT = 794.21' (6")
CO-18
SANITARY CLEANOUT
799.50'
INV OUT = 794.66' (6")
PROP 48" MANHOLE (LINCOLN
INV IN = 785.00' (8")
MH-8
COUNTY DETAIL SS-01)
794.59'
INV IN = 785.00' (6")
INV OUT = 784.90' (8")
MH-9
PROP 48" MANHOLE (LINCOLN
793.66'
INV IN = 786.44' (8")
COUNTY DETAIL SS-01)
INV OUT = 786.34' (8")
PROP 48" MANHOLE (LINCOLN
INV IN = 788.26' (8")
MH-10
COUNTY DETAIL SS-01)
796.39'
INV IN = 788.26' (6")
INV OUT = 788.16' (8")
PROP 48" MANHOLE (LINCOLN
INV IN = 790.36' (6")
MH-11
COUNTY DETAIL SS-01)
797.84
INV OUT = 790.22' (8")
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PARCELI 52655
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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.: FLB190107
DRAWN BY: TGH
CHECKED BY: APL
DATE: 08/27/19
SCALE: AS NOTED
CAD I.D.: UTP-0
PROJECT:
CCAMBRIDGJE
VILLAGE
MULTIFAMILY
FOR
NORTH PILOT KNOB
ROAD, LLC
LOCATION OF SITE
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY
®LD)O� ����
IENGNM]EIERENG NC, P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, INC 28203
Phone: [phone]
Fax: [phone]
NC@)30hierEng.com
SEAL -
- o S
0 047366
Z
�-
SHEET TITLE:
UTILITY PLAN
SHEET NUMBER:
C-502
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\FLB190107-UTP-O.DWG PRINTED BY: SFARMARTINO 12.23.19 @ 2:06 PM LAST SAVED BY: SFARMARTINO
30
15
7.5
0
30
1 "=
30'

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u- (DETAIL WL-05) (PUBLIC) I `�
i -PROP. 3" METER (PUBLIC) \ PROP. 4" PVC
C900 (PUBLIC)
PROP 6" RPZ DETECTOR PROP. 1"
\ \
ASSEMBLY (PRIVATE) � � � (IRRIGATION METER `, `\ srop\ F F
WATERLINE TO BE WATER LINE 0 BE PRIVATE 8" WATER
o �
PRIVATE AFTER METER °\ \
AT THE CON ECTION OF RPZ 1 I I '�
AND WATERLINE � I � � �Fl E H �`� AlN
PRP.1" i I\�.JI \
LL IMGATION to a �JI \ F
SANITARY PIPE SCHEDULE
FROM
TO
FROM
INV
TO
INV
PIPE
LENGTH
SLOPE
(/o)
DIAMETER
(IN.)
MATERIAL
MH-7
MH-8
782.04'
784.90'
142.93'
2.00%
8"
SDR-35
MH-6
CO-12
780.93'
784.00'
58.02'
5.30%
6"
SDR-35
MH-6
CO-14
780.93'
783.50'
32.51'
7.90%
6"
SDR-35
MH-6
MH-7
781.03'
781.94'
91.01,
1.00%
8"
SDR-35
MH-5
MH-6
780.17'
780.93'
76.24'
1.00%
8"
SDR-35
MH-4
MH-5
779.65'
780.07'
48.45'
0.87%
8"
SDR-35
MH-3.1
CO-3
777.73'
778.28'
54.57'
1.00%
6"
SDR-35
MH-3
MH-3.1
776.85'
777.63'
78.20'
1.00%
6"
SDR-35
MH-3
CO-7
777.75'
778.31'
45.06'
1.24%
6"
SDR-35
MH-3
MH-4
776.85'
779.55'
180.24'
1.50%
8"
SDR-35
MH-2
CO-1
776.00'
778.33'
44.08'
5.29%
6"
SDR-35
MH-2
MH-3
774.92'
776.75'
215.21'
0.85%
8"
SDR-35
MH-1
MH-2
774.53'
774.82'
73.69'
0.40%
8"
SDR-35
EXMH
MH-1
773.77'
774.43'
81.45'
0.81%
8"
SDR-35
CO-12
CO-13
784.00'
785.60'
30.15'
5.30%
6"
SDR-35
CO-8
CO-7
778.66'
778.31'
22.17'
1.59%
6"
SDR-35
CO-6
CO-5
783.33'
783.19'
14.32'
1.00%
6"
SDR-35
CO-5
CO-4
783.19'
782.81'
37.87'
1.00%
6"
SDR-35
CO-3
CO-4
778.28'
782.81'
81.26'
5.57%
6"
SDR-35
CO-2
MH-3.1
780.50'
778.47'
47.97'
4.23%
6"
SDR-35
OIfHERS ATE) F F PROP 4"RPZ
W F BACKFLOW
LL W (PRIVATE) \
I PROP. 6"
I \\
PVC C900 I \ \ \
PROP. 4" PVC C900 PI(bP. 6"
ILL -(PRIVATE) 90 �i�ID. PROP. 4` . I o \ \ ' I BUILDING 3
BEND I I ! i TYPE 234
I a I FFE = 798.67
FFE - 788.00
i I I )ING SETBACK I \ WATER MAIN
9,250 SF - \\
28 UNITS \
EX. 20 WATER 4"X4"X3" Q
SANITARY STRUCTURE E SCHEDULE
RI V.
NAME
TYPE
( TL)
INVERTS
CO-1
SANITARY CLEANOUT
782.97'
INV OUT = 778.33' (6")
CO-2
SANITARY CLEANOUT
784.97'
INV OUT = 780.50' (6")
INV IN = 778.28' (6")
CO-3
TRAFFIC RATED SANITARY CLEANOUT
784.97'
INV OUT = 778.28' (6")
INV IN = 782.81'(6")
CO-4
TRAFFIC RATED SANITARY CLEANOUT
786.34'
INV OUT = 782.81' (6")
INV IN = 783.19' (6")
CO-5
SANITARY CLEANOUT
786.85'
INV OUT = 783.19' (6")
CO-6
SANITARY CLEANOUT
787.22'
INV OUT = 783.33' (6")
INV IN = 778.31'(6")
CO-7
TRAFFIC RATED SANITARY CLEANOUT
783.68'
INV OUT = 778.31' (6")
CO-8
SANITARY CLEANOUT
784.01'
INV OUT = 778.66' (6")
INV IN = 784.00' (6")
CO-12
TRAFFIC RATED SANITARY CLEANOUT
790.21'
INV OUT = 784.00' (6")
CO-13
SANITARY CLEANOUT
789.64'
INV OUT = 785.60' (6")
CO-14
SANITARY CLEANOUT
792.10'
INV OUT = 783.50' (6")
PROP 48" MANHOLE (LINCOLN
INV IN = 774.53' (8")
MH-1
COUNTY DETAIL SS-01)
783.93'
INV OUT = 774.43' (8")
PROP 48" MANHOLE (LINCOLN
INV IN = 774.92' (8")
MH-2
COUNTY DETAIL SS-01)
782.16'
INV IN = 776.00' (6")
INV OUT = 774.82' (8")
INV IN = 776.85' (8")
PROP 48" MANHOLE (LINCOLN
INV IN = 777.75' (6")
MH-3
COUNTY DETAIL SS-01)
783.90
INV IN = 776.85' (6")
INV OUT = 776.75' (8")
PROP 48" MANHOLE (LINCOLN
INV IN = 777.73' (6")
MH-3.1
COUNTY DETAIL SS-01)
784.66'
INV IN = 778.47' (6")
INV OUT = 777.63' (6")
PROP 48" MANHOLE (LINCOLN
INV IN = 779.65' (8")
MH-4
COUNTY DETAIL SS-01)
784.75'
INV IN = 779.65' (6")
INV OUT = 779.55' (8")
PROP 48" MANHOLE (LINCOLN
INV IN = 780.17' (8")
MH-5
COUNTY DETAIL SS-01)
786 84'
INV OUT = 780.07' (8")
INV IN = 781.03' (8")
PROP 48" MANHOLE (LINCOLN
INV IN = 780.93' (6")
MH-6
COUNTY DETAIL SS-01)
789 79'
INV IN = 780.93' (6")
INV OUT = 780.93' (8")
PROP 48" MANHOLE (LINCOLN
INV IN = 782.04' (8")
MH-7
COUNTY DETAIL SS-01)
793.01'
INV OUT = 781.94' (8")
-I - I -
' cos y. , . \ \' . EASEMENT
a � •� \\ PROP. 6"
10 5 2.5 0 10 �� 14.32 - 6" SAN SDR-35 @ 1.00% SAN • e• . 37.87 - 6' SAN SDR-35 @ 1.00% BEND\
INSET \� \
co-s PVC C900 � .
^ <'
a
1 "=10'FIR
PVC
C900 . <e EA3ECCESS \ \ \w \ cGy PVC C90
/ f1MENT
TOP UTILITY: 6" PVC SAN PROP. 6" BUILDING 2 \� \
BOT. UTILITY: 24" HDPE STORM \
PROP. 3" 45' BEND °' a F TYPE 234
6" PVC SAN BOT. EL= 782.89 SAN
24" HDPE STORM TOP EL= 781.81 co -a 45° BEND PROP. 6° �: FFE = 800.92
J / / PROP. 3" 11.25° BEND . -
J G PROP.FDC PROP. 6" PROP.6" FIFE = 790.25 \
81.26' - 11.25° B /� PROP. 6 cGG
EX. PRIVATE �,' p0� / 45° BEND � 6" SDR-35 PROP.3" PVC C900 . 9,250 SF \ `' \ PVC C\o� \ \
WATER LINE // / / .57% PVC C900 PROP 6"
\ \. A
45' BEND
(28 UNITS) \ �\ <y9'�L
Fi
PROP. 3" ' 'e +. .. 8" SDR-35 Ft�� 5-L •p ,1 6, �
3' -1 c P. 611 45° BEND PROP. 6" •;tl ' . @ 2.00%
/� 11.25' BEND SAN
%� 45° BEND 45° BEND PROP. 3" v SAN PROP.FDC
' /
PROP. 3" 11.25' BEND PROP. 6" PROP. 6" d co-13 PROP. 6"
45' BEND WF F F F WF TEE PVC C900 .r+ 45' BEND
BUILDING 4 _PROP 4"
PROP. �
' TYPE 200 4"X3"X3" TEE PROP. 3" \ \
ROP RETAINING WALL �,
d'
_ 45' BEND J\
(BY OTHERS) FFE - 785.17 PRO"X TEE s� SAN 4 \ \ \ 45°BEND'
s PROP. 3 \
�' / 9 250 S F[11
PROP. 6" PROP. 3" co- z 6oSDR-35 5 ^ °�° \ . \ PROP. D \ :.
N PVC C900 00 `• .`. 45° BEND
/ -s PVC C900 PVC C900 @ 5.30%
(23 UNITS) o
o
PROP4" 8\
LL
PVPROP.
/ 45° BEND
6SDR 359
@ 5.30%PROP. 4" => \ \
, 45' BEND -
TOP UTILITY: 15" HDPE STORM 6" SDR 35 \
/ BOT. UTILITY: 6" PVC SAN pl,
AN 7 90%
�/ SDR- 24" HDPE STORM BOT. EL= 779.81 PROP. 6" 6@ 6"SDR-3°5 v, 6" PVC SAN TOP EL= 778.76 /� PVC C900 .@1.00% �1 \\\ \ CLUB HOUSE �\
SAN TOP UTILITY: 15" HDPE STORM C SAN
BOT. UTILITY: 24' HDPE STORM ° co-ia 0
S 15" HDPE STORM BOT. EL= 779.89 �c PROP. 4"°o\ PROP.FDC FFE - 793.00 \ \ \
' �" 24" HDPE STORM TOP EL= 778.65 45 BEN
47.97 - 6" SAN SDR-35 @ 4.23% SAN
MH_3. o TOP UTILITY: 6" PVC SAN PROP. 6"a---
��/ o BOT. UTILITY: 24" HDPE STORM
TOP UTILITY: 18" HDPE STORM - 6" PVC SAN BOT. EL= 779.10 45° BEND-
P'Sa BOT. UTILITY: 24" HDPE STORM cn
/ Pia �� TOP UTILITY: 15" HDPE STORM M 24" HDPE STORM TOP EL= 777.27 ��.
� / 18" HDPE STORM BOT. EL= 779.42 PROP. 6" SAN
/ • 'e.. BOT. UTILITY: 8" PVC SAN o B d / 24" HDPE STORM TOP EL= 774.64 I \
15" HDPE STORM. EL= 777.291 TOP UTILITY: 24" HDPE STORM ¢ PVC C900 MH-a
I
Ili
II
II
l
I
II
II
I II
II
II
TAT
SAN 8" PVC SAN TOP EL= 776.18 � �f' \ CECIL M. DELLINGER ✓R m
� / MH-1 BOT. UTILITY: 24" HDPE STORM � . - NsOOi, .. &wife �� WATER VALVE
24" HDPE STORM BOT. EL= 775.27 cn PROP. FIRE �' DE80RAH L. DELLINGER D8 2236, e� I ' I DAMAGED CABLE PEDE
° a N PROP. 6" `� PROP. 6"TEE 1 73.69 - 8" SAN SDR-35 @ 0.40 /0 24" HDPE STORM TOP EL= 777.81' ' 9 a HYDRANT WITH PG 779 I
a "� PARC 30400 RIM- 788.87LET
-- TOP UTILITY: 24 HDPE ST RM �' TOP UTILITY: 15 RCP STORM # F I
.. ,� O EE c R a. 3
GATE VALVE EL
BOT. UTILITY: 8" PVC SAN 'BOT. UTILITY: 6" PVC SAN PROP. 4" TEE
TOP UTILITY: 8' PVC SAN ,1 " a: I � INV OUT 786.71'
/ BOT. UTILITY: 24" HDPE STORM 215.21 - 8" SAN SDR-35 @ 0.85% g 24" HDPE STORM BOT. EL= 779.01 48.45' - 15" RCP STORM BOT. EL= 782.76 T L`� 15" RC
rKOr. D cn < 1 �' 8" SDR-35 3:
_ 8" PVC SAN TOP EL= 777.81 ,•., 6" PVC SAN TOP EL= 780.50
�, n I I
8' PVC SAN BOT. EL- 783_00 PROP. 6" TEE PROP. 3" i @ 0.87% � I � I URB INLET
5 ' 24" HDPE STORM TOP EL- 783.52 PVC C900
RIM. 788.63
.MH-2
�5o COMPACTOR .:. ' . PVC c900 .00 /° SAN cn 68 59 - 6" SAN SDR-35 @ 1 ° �
I
;®,r-S PROP. SAN .; INV IN.- 78632
\ P s . S S S S MH-3 PROP. 6" PVC C900 INV OUT 785.95'
5 �R5 S S--I�sO` S 4 TEE 4„X3"X3"TEE MH-a cos PROP. e �L
4. PROP. 6" - PROP. 6" S 4"X4"X3" TEE „ p
S 180.24 - 8" SAN SDR-35 @ 1.50% :'�-S S PROP. 6" 45° BENDS
U) 44.08 - 6" SAN SDR-35 @ 5.29% 90' BEND F F F PVC C900 PROP. 6" 39.91 - 6" SAN SDR-35 @ 1.00%
PROP. FIRE W W W W W F F W F F F F TEE
/ HYDRANT WITH W W W F F F F R F
/ GATE VALVE PROP. 3" 45.06' - PROP. 3's PROP. 4"TEE W W VV/ FW F FF
6" SDR-35 PVC C900 SAN PROP. 3" PROP. 4" PROP. W W W o 45° BEND ° c0-� PROP. 6" PROP. 6" PVC C900 0
1.24 /o PVC C900 PVC C900 TEE PROP. 6" 4"X4"X3 TEE
C
PV C900 PROP.6 TEE PR
SAN
a OP 3" 45' 1
:. ` .: .. BENDS ' a
SAN TOP UTILITY: 8" PVC SAN . o co-s a [ae a PROP. 3
co-1 PVC C900
PROP.FDC BOT. UTILITY: 24" HDPE STORM 7
8" PVC SAN BOT. EL= 776.29
PROP. 6" PROP. 3" 24" HDPE STORM TOP EL= 775.39
PROP RIP RAP BUILDING 5 PVC C900 PVC C900 III �22.17 - 6" SAN SDR-35 @ 1.59% PROP.FDC PROP
TYPE 334 BUILDING 6
FFE - 793.00 TOP UTILITY: 24" HDPE STORM
PROP WET POND BOT. UTILITY: 8" PVC SAN TYPE 334
(� ROP RETAINING WALL FFE = 782.33 24"HDPESTORM. =77.86 FFE = 794.00
(SEE SHEET C-908) (BY OTHERS) 10,300 SF 8"P II SANi OP EL=776.86
TOP UTILITY: 24" HDPE STORM FFE = 783.33
(28 UNITS) RM
2BOT. UTILITY: 24" 4" HDPE STORM BOTE L= 776.27 10,300 SF
PROP RETAINING WALL
24" HDPE STORM TOP EL= 775.53 (28 UNITS) (BY OTHERS)(TYP)
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14.95' - BUILDING 7�
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@ 1.00% FFE = 785.17
FFE = 795.84
9,250 SF
(28 UNITS)
® '
__--PROP RETAINING WALL I '
- - - (BY OTHERS)
- I
RETAINING WALLS -DLO
30 15 7.5 0 30
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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.: FLB190107
DRAWN BY: TGH
CHECKED BY: APL
DATE: 08/27/19
SCALE: AS NOTED
CAD I.D.: UTP-0
PROJECT:
CCAMBRIDGJE
VILLAGE
MULTIFAMILY
FOR
NORTH PILOT KNOB
ROAD, LLC
LOCATION OF SITE
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY
TO)0 00 � ���
IENIGNM]EIERENG NC, P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)30hierEng.com
o Q o
° SEAL -
0 047366 %
I NEB°
SHEET TITLE:
I UTILITY PLAN I
SHEET NUMBER:
C-503
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\FLB190107-UTP-O.DWG PRINTED BY: SFARMARTINO 12.23.19 @ 2:06 PM LAST SAVED BY: SFARMARTINO

\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\FLB190107-UTP-O.DWG PRINTED BY: SFARMARTINO 12.23.19 @ 2:07 PM LAST SAVED BY: SFARMARTINO

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\ f' ' ,' �\' \♦; - \.`: ` `\�\ .__ --� '' -' / , PROP 15" TEMPORARY SLOPE '' i ) i i ,------- -----' (11 ? `j` `> : AVG. 37 FT /
'',z "' /\' `♦ \ ` ````\♦ `- -` - - 'y 'DRAIN WITH RI RAP ---- 11g,, I i I I 1 1 I ` I 1 1 r' % I SURFACE AREA @ 792.00' ELEV: 2,442 SF / / ,;
l83 TH P
\ , , , / ,',' �{y ` `, ♦\♦,\ - �� _ _ \ 1 / i III I,---
/ i I i i i ' __ / ' 1 I VOLUME @ 792.00 ELEV: 4,869 CF' /
`- , , / / / , , I I 1 / _ �/���/// ,' TOP OF BERM: 793.00' , (•
-- _ /
/\ %,�� " / �``\\ ` - ' 10 I TEMPORARY SEDIMENT BASIN #1 I i I I 1 1 I I / / % - ^ I ' •
BOTTOM OF BASIN: 789'
-,\ m DISTURBED AREA: 14.01 AC. / / I I WEIR: 792.00'
< -,�
PROP (3) ; .\\;\ , \ \11 -__ \ , / , / / / I ; EX TREELIKE (TBRj ; / SKIMMER PIPE DIA: 1.50" /
o _POROUS ` \ \` 1 I 1 , / DISTURBED AREA: 7.06 AC. / / ,, , , \ \ , , / / , , I ' ,
77.62' - 2 0 /o ---------- ---- -- -- I \ \ `\ \ I - _ I ' (SURFACE AREA 780.00' ELEV: 19,675 SF \%$0 , ' / ` 1 I I I , / \
\` ♦ - - -------- -- --- \ \ \ \ __ oo / /, @ _� ' / / I / \ I I . -r • :_y_ ; ' \ ` SKIMMER ORIFICE DIA: 1.00" N I9 i
` `` •tea - BAFFLES--_ _ ____ _ I III ,VOLUME @ 780.00 ELEV: 49,587 CF ' ' ` ' '
T , ' ' I DEWATERING TIME: 2.62 DAYS ,
_� - .TOP OF BERM: 783.00' / / I ' I 1
sr `- `` --- -- - °o - - - ' _:'/ : I I :-' i ' ' 1 ' ' ' \ C VALUE : 0.60
----------------------
�O - ------ — --_ ------ _ _--- _----___� -'- BOTTOM OF BASIN: 77T - ' ' ' \ \ 9 2
-\ o _ =-__ - `, `� _ _ / /'` / I ' INTENSITY: INIHR
___ \ _ �_— _ -775 ___ _� - WEIR: 781.00' (TOP OF RISER)------------------781-''' / 1�k I / / I I I \ `I ,
I 89 0
--- ------------------------ _ - --- - - / / I \�� ,�0 ,� / I ' ' \ I Q10: 5.07 CFS♦, i` \
-------------- 777 _
SKIMMER PIPE
-- -- - --
♦` _ _ ------ -- ----- ------------ - --- --- SKIMMER ORIFICIE DIAo1.75" _------------ I\`b i i \ i I `9J7 `,
--- - o - _ _ - _ -------_,- ------ - --- -- _
--� - ------ - -_ - _-_--__ _ DEWATERING TIME: 2.78 DAYS 1g2' /' i 1� , \ l ♦,
----=i ` \ '--- - - ---- -----
780 - ' ` I \ r
_ _ 783 ----- _---------__ -----C VALUE : 0.50 (WEIGHTED) ------ � / I / / \ > N
-- ----
- �'\- -- - _273.96'-24'HDPE@1.00%- --785= =_INTENSITY:7.1INIHR ___- --STM _________-_ -----I - / / i � I^ 911 c `♦, ,.
,-
`-
- - __ _ _
--------� - - - _---------------------- ----- . _ _ --- __
- - - ; 8?4- � _ _ - --- --- ------ Q10. 4 . '-_ -- ,`\ --'' --''' ' " ' - '1 /Y`f `\ i' ,, `\
7B� ------ _ -" _-- -__----------------------------—790-------------------------------- - _ _ / / -' -''��� '1 1g \I
4 88 CFS 183 9�`�
---- -
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—"�� - - __
t B LO
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G- - --- _ ---- - _
'55
\♦ TEMPORARY SKIMMER TO CONNECT TO __ �_ --?- - / \ \ `==---, \ ` ;'I'
,- - ``. \ �-=�-- - -� � $5� / ; ' ,'/ /,, ' �' � PROP CLEAN WATER ', I`'•
\` RISER STRUCTURE AT INV ELEV 776.5 _ _ - -.I- - / / '-- __ 1 ' ` ` ---1 - BYPASS DITCH W/ `, , -_ '
--------� I --
I / ----------------- --, MATTING _ ,
/ / / _ _ � ---- ----- � \ ` _787 _ i ! / i \ PROP. 15'X18' EMERGENCY-
---. ' `-----_-- - / 1
------ ) / / .'-------------'_- _ `> I SPILLWAY
— _ _ - YS _ - B I CREST ELEV.=792.00'
SEQUENCE ENCE OF CONSTRUCTION CTION - PHASE 1 6 THE LIMITS
I ITS OF OTHER LAND MUST BE FIELD DISTURBING ACTIVITIES.
PRIOR TO INSTALLATION OF SEDIMENT CONTROL MEASURES, 10. UPON
APPROVALCURF EOM SEDIMENT CONTROL CLEARING AND GRUBBING, AND COMPLETE
STRISITE DEMOF OLITION
OIL OF ANY SITE FEATURES
DEMOL1. EROSION CONTROL PLAN IS APPROVED BY LINCOLN COUNTY NATURAL RESOURCES (LCNR). 7. INSTALL ALL PERIMETER SEDIMENT AND EROSION CONTROL MEASURES INCLUDING ROCK CHECK DAMS, SWALES SILT ALL DEMOLISHED MATERIAL IS TO BE DISPOSED IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA REGULATIONS.
FENCE, AND TEMPORARY TIMBER MATTING WITHIN THE LIMITS OF THE PROPOSED GAS CROSSING PRIOR TO ANY CONTRACTOR TO ENSURE ALL APPLICABLE DEMOLITION PERMITS HAVE BEEN ISSUED AND HAVE ORIGINALS OF THE
2. AFTER OBTAINING APPROVAL OF EROSION CONTROL PLAN APPLY FOR NCGO1 CERTIFICATE OF COVERAGE (CDC) CONSTRUCTION AND DEMOLITION. SAME PRIOR TO COMMENCING DEMOLITION ACTIVITIES.
BEFORE ANY LAND DISTURBING ACTIVITIES CAN OCCUR. THE CERTIFICATE OF COVERAGE CAN BE OBTAINED BY
FILLING OUT THE ELECTRONIC NOTICE OF INTENT (E-NOI) FORM AT DEQ.NC.GOV/NCGO1. PLEASE NOTE, THE E-NOI 8. INSTALL TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES, INCLUDING CHECK DAM, STABILIZED 11. CONTACT SEDIMENT CONTROL INSPECTOR UPON COMPLETION OF STRIPPING, THE STOCKPILING OF TOPSOIL, THE
FORM MAY ONLY BE FILLED OUT ONCE THE SEDEMENT AND EROSION CONTROL PLAN HAS BEEN APPROVED. CONSTRUCTION ENTRANCE/EXIT, SEDIMENT BASIN #1, SKIMMER BASIN #2, SKIMMER BASIN #3, RISER STRUCTURES CONSTRUCTION OF TEMPORARY SEDIMENT AND EROSION CONTROL FACILITIES, DISPOSAL OF ALL WASTE MATERIAL,
AND CONCRETE WASH. INSTALLATION OF STORM STRUCTURES C-10 TO C-44 AND A-60 TO A-90. AND PREPARATION OF THE GROUND.
3. ONCE COC HAS BEEN RECIEVED PROVIDE A COPY TO THE LINCOLN COUNTY NATURAL RESOURCES DEPARTMENT AND
SCHEDULE AN ONSITE PRE -CONSTRUCTION CONFRENCE AT LEAST 48 HOURS PRIOR TO BEGINNNING ANY LAND PERIMETER CONTROLS SHOULD BE CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND
DESTURBING ACTIVITY. CONTROL SEDIMENTATION ON THIS SITE BY CONTRACTOR. PERIMETER CONTROLS ARE TO REMAIN FUNCTIONING 12. ANY SOIL MATERIAL TAKENNON-OFFSITE MUST BE TAKEN TO ANOTHER PERMITTED SITE. IT IS UNLAWFUL TO TAKE SOIL
FOR THE DURATION OF THE PROJECT. THE MONITORING AND INSPECTING OF EROSION CONTROL MEASURES SHOULD FORM PERMITTED SITE TO ANON -PERMITTED SITE.
4. CONTRACTOR MUST NOTIFY (LCNR) (704-736-8501) SEDIMENT CONTROL INSPECTOR 48 HOURS PRIOR TO THE START FOLLOW THE GUIDELINES OF THE NPDES PERMIT (GENERAL PERMIT NCG 010000).
OF EARTH DISTURBANCE. 13. ONCE THE SITE IS COMPLETE AND STABILIZED WITH THE ESTABLISHMENT OF PERMANENT GROUNDCOVER AND
9. CONTACT SEDIMENT CONTROL INSPECTOR UPON COMPLETION OF INSTALLATION OF PERIMETER EROSION AND APPROVAL FROM LINCOLN COUNTY NATURAL RESOURCES HAS BEEN GIVEN TO CLOSE OUT THE EROSION AND
5. CONTACT LCNR TO SCHEDULE A REQUIRED PRE -CONSTRUCTION CONFERENCE AT LEAST 48 HOURS BEFORE SEDIMENT CONTROLS PRIOR TO PROCEEDING WITH ANY OTHER EARTH DISTURBANCE OR GRADING. SEDIMENT CONTROL PLAN, THE PERMITTIES SHALL VISIT DEQ.NC.GOV/NCGO1 TO SUBMIT AN ELECTRONIS NOTICE OF
COMMENCEMENT OF PROJECT TERMINATION (E-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTILL THE E-NOT HAS BEEN FILLED
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LEGEND
TITLE � E: SYMBOL
SEDIMENT FENCE SF
SUPER SEDIMENT FENCE SSF
STOCK PILE
LIMITS OF DISTURBANCE CLOD I
TEMPORARY DIVERSION DITCH >>_
STABILIZED STONE -
CONSTRUCTION ENTRANCE/EXIT o SCE
WITH CONCRETE WASHOUT
BAFFLE
SKIMMER DEWATER DEVICE
INLET PROTECTION
NATUl1
' SILT FENCE OUTLET
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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.: FLB190107
DRAWN BY: TGH
CHECKED BY: APL
DATE: 08/27/19
SCALE: AS NOTED
CAD I.D.: OAP-0
PROJECT:
CAMBRIDG E
VILLAGE
MULTIFAMILY
FOR
NORTH PILOT KNOB
ROAD, ]LLCC
LOCATION OF SITE
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY
W BOYS IL71E90R
ENGINEERING NC, PLLC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
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SHEET TITLE:
PHASE I
OVERALL SOIL
EROSION
CONTROLPLAN
SHEET NUMBER
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\FLB190107-0AP-0.DWG PRINTED BY: SFARMARTINO 12.23.19 @ 2:36 PM LAST SAVED BY: SFARMARTINO

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`\ \� \ \� � �`♦\ � \\ �`-- '�'' '�'�''''''''',/' /� -"90 \ \ \ \ \ \ \ \ `\ ; BYPASS DITCH W/
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STM
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BYPASS DITCH W/ �' b
S = MATTING
/ ----- ♦\
---
--PROP. 20'X10' EMERGENCY `♦ \
SPILLWAY
y ; ' 795 CREST ELEV.=791.00' ----_` 7 _
�\ n 1'92 94 793 CLASS I -15" THICK RIPRAP _
' PROP (3) POROUS BAFFLES , _\ ----- -- ---- ---�
' STM TEMPORARY SKIMMER TO CONNECT TO
TEMPORARY SKIMMER BASIN #3 _-'
DISTURBED AREA: 4.06 AC.�;RISER STRUCTURE AT INV ELEV 787.50
SURFACE AREA @ 791.00' ELEV: 12,569 SF
VOLUME @ 791.00 ELEV: 35,429 CF
TOP OF BERM: 792.00' , , /
BOTTOM OF BASIN: 787.50' V
\ WEIR:791.00" , I
0
SKIMMER PIPE DIA: 3.00"
SKIMMER ORIFICE DIN 1.50" \/ A-10co
1� g UNDERGROUND
DEWATERING TIME: 2.81 DAYS
i C VALUE: 0.60 , '
PEADMONT /1/,4TU/
INTENSITY: 7.1 IN/HR
Q10: 17.30 CFS
STM ('
s
' !
700 �`♦ \� STM i, i , i,�i i ` i/ 1 / /' /
PROP. TEMPORARY
STOCKPILE FOR �' fc"
TOPSOIL
±32,760 CF
MAX HEIGHT 20'
1
LNG
PROP. TEMPORARY
STOCKPILE FOR ` `\ ''
TOPSOIL of \ ` \`\ \\\ \
MAX HEIGHT 20'
`` \I I �` moo, PROP. 18'X18' CONCRET
Ir, p4`,:' / , r / S \\ , ", •\ `\ \ AND TIRE W H
f� / / fj.,-----= � ` ♦ \ \\ •O ,/�o ' ��i � / i , i i i r r � r I \\ ' I \` ` \ `\ ' B-91 I
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TEMPO ARY SEDIMENT BASIN 41
` \ : mo DISTU ED AREA: 14.01 AC. STM ' B-7o
PROP (3) vvv `. STM
POROUS `�``�� \' 1 1 i 1 DISTURBED AREA: 7.06 AC. B-50
B-90
_______ ---BAFFLES
SURFACE AREA @ 780.00' ELEV: 19,675 SF
- -- --- _-
VOLUME @ 780.00 ELEV: 49,587 CF '
----------- ----_ ----- ------ - -- _ ---_-__-_ _ TOP OF BERM: 783.00'
--- - ----- _ - - - -- BOTTOM OF BASIN: 777'WEIR 81.00'(TOP OF
--- 77
�`.` 7jo� ---------------- -----------_ - IS
i i 1
` \�` -� �--------------- � 777
R PIPE DIA 6 00'
STM --- _------- - ---- ---------- - ----- SKIMMER ORIFICE DIA: 1.75"
DEWATERING TIME: 2.78 DAYS1g2''� o '1
VALUE : 0.50 (WEIGHTED)
— - -- _ 785 _ C 43 _INTENSITY: 7.1 IN/HR STM 40
__----------- - _---- ---- - -------- - ---
"
---------- - 78� ----------- --------------------- --_ - - - 1g
Q : 44.88 CFS T c-aa 3 T ,
------
TEMPORARY SKIMMER TO CONNECT TO
� RISER STRUCTURE AT INV ELEV 776.5 /
-----------
------------
/ 7B
,
' -----------------------
SEQUENCE OF CONSTRUCTION PHASE 11 6. BUILDING CONSTRUCTION MAY BEGIN UPON INSTALLATION OF SEDIMENT CONTROLS AND SEDIMENT CONTROL INSPECTOR'S
APPROVAL.
1. INITIATE ROUGH GRADING OF THE SITE. 7. FINE GRADE AND INITIATE FINAL PAVING. PERMANENTLY STABILIZE ANY REMAINING AREAS IN ACCORDANCE WITH THE
PERMANENT SODDING SCHEDULE AND NOTES. INSTALL FINAL SITE LANDSCAPING.
2. TEMPORARILY STABILIZE GRADED AREAS (NON -STEEP SLOPES) AS REQUIRED.
8. REQUEST FINAL APPROVAL FROM THE SEDIMENT CONTROL INSPECTOR PRIOR TO REMOVING ANY REMAINING SEDIMENT
3. COMPLETE ROUGH GRADING. COMPLETE THE INSTALLATION OF STORMWATER SYSTEM, AND SITE UTILITIES. CONTROL MEASURES AND UPON COMPLETION OF FINAL GRADING, PERMANENT DRAINAGE, AND EROSION CONTROL FACILITIES,
INCLUDING ESTABLISHED GROUND COVERS AND PLANTING, AND ALL OTHER WORK OF THE BUILDING PERMITS.
4. CONTACT SEDIMENT CONTROL INSPECTOR UPON COMPLETION OF ROUGH GRADING, BUT PRIOR TO PLACING TOPSOIL,
PERMANENT DRAINAGE, OR OTHER SITE DEVELOPMENT IMPROVEMENTS AND GROUND COVERS. 9. ONCE FINAL APPROVAL HAS BEEN RECEIVED, CONVERT EXISTING SEDIMENT BASIN #1 AND SKIMMER BASIN #3 TO PROPOSED
STORMWATER POND.
5. CONTRACTOR SHALL NOTALLOW MORE THAN 100' OF DISTURBED AREA DRAIN TOWARDS SILT FENCE OR PERFORM GRADING IN
A MANNER THAT ALLOWS SEDIMENT LADEN WATER TO FLOW LONGITUDINALLY ALONG SILT FENCE LINE. IF A LOW SPOT
DEVELOPS ALONG GRADING NEAR SILT FENCE CONTRACTOR SHALL COORDINATE WITH EROSION CONTROL INSPECTOR TO
PLACE A SILT FENCE OUTLET IN OUTLET LOCATIONS.
5. INSTALL CURB ALONG THE PERIMETER OF THE SITE TO AID IN THE PROTECTION OF THE EXISTING ADJACENT PROPERTIES AND
THE ADJACENT ROADWAYS.
11
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LEGEND
TITLE SYMBOL
SEDIMENT FENCE SF
SUPER SEDIMENT FENCE SSF
STOCK PILE
LIMITS OF DISTURBANCE
TEMPORARY DIVERSION DITCH >
STABILIZED STONE
CONSTRUCTION ENTRANCE/EXIT SCE
WITH CONCRETE WASHOUT
BAFFLE
SKIMMER DEWATER DEVICE
INLET PROTECTION
SILT FENCE OUTLET
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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.: FLB190107
DRAWN BY: TGH
CHECKED BY: APL
DATE: 08/27/19
SCALE: AS NOTED
CAD I.D.: OBP-0
PROJECT:
CCAMBRIDG E
VILLAGE
MULTIFAMILY
FOR
NORTH PILOT KNOB
ROAD, LJLC
LOCATION OF SITE
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY
T.
jjj O0 TOT L��
]ENG11q EY?KING 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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IIII //
SHEET TITLE:
PHASE 11
OVERALL SOIL
EROSION
CONTROL PLAN
SHEET NUMBER:
C-605
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\FLB190107-OBP-O.DWG PRINTED BY: SFARMARTINO 12.23.19 @ 2:09 PM LAST SAVED BY: SFARMARTINO

\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\FLB190107-LLP-O.DWG PRINTED BY: SFARMARTINO 12.23.19 @ 2:10 PM LAST SAVED BY: DELIAS

m
AVENIR TEXT
85 HEAVY
2" TALL WITH
+50 TRACKING
PHARMACY
- DRIVE-TH R U
FULL HEIGHT CURB 3' CURB TAPER
�1" RADIUS
/ 2"
PAVEMENT SURFAC
CURB TAPER DETAIL
SIGNS ARE 24" x 18"
PHARMACY
DRIVE-THRU
PUBLIX
LIQUORS
NO
PARKING
NOT TO SCALE
PHARMACY
DRIVE-THRU
ADDITIONAL
PARKING
2' 1
PHARMACY
DRIVE-THRU
3" GALVANIZED
POST
INSTALLATION DETAIL
PARKING LOT DIRECTIONAL SIGNAGE
SELECT 3 OR 4 LOGICAL LOCATIONS TO INDICATE PREFERRED
VEHICULAR APPROACH TO PHARMACY DRIVE THRU
LOCATE OTHER SIGNS AS NEEDED
99.
CENTER ON 2 1/2" POSTS
96 1/2"
3 7/8" SPACE (4 7/8" O.C.)
5 3/8"
OPTIONAL 3RD CHANNEL
60"
50 5/8"
1.5" x 1.5" CHANNEL
1" x 1" x .060" .070 TOPWALL
PICKET .100" SIDEWALL ALUMI-GUARD TITLE
96 1/2" INDUSTRIAL ASCOT 60"
ORNAMENTAL ALUMINUM FENCING
DATE: 10/18/12 SCALE: NTS DRAWING NO 18A603S SHEET REV
DRAWN BY: DR I CHKD BY: LP I xx -
2' MIN. CLEAR ZONE
(TYP., LT. & RT.)
VARIES
2%O MAX. CROSS SLOPE
.5" ASPHALT SURFACE COURSE (S9.5B - NCDOT SEC. 610)
.5" ASPHALT BINDER COURSE (S9.5B - NCDOT SEC. 610)
AGGREGATE STONE BASE (NCDOT SEC. 520)
1.5" ASPHALT SURFACE COURSE (S9.5B - NCDOT SEC. 610)
1.5" ASPHALT BINDER COURSE (S9.5B - NCDOT SEC. 610)
AGGREGATE STONE BASE (NCDOT SEC. 520)
L- ��------------------------------ - - - - - - - -
4 CLASS ACONCRETE-
COMPACTED SUBGRADE (PER (3000 P.S.I. @ 28 DAYS)II I II I II I II I II III 1-1 I -I I II I I II III 1=1 I I-1 I I, ; I I II ; II I I; ,I 11=1 I I- Il I=1 11=1 I I I I II II I II I II I II I II I II I II 11='
GEOTECHNICAL REPORT) 14" THICK, COMPACTED COMPACTED SUBGRADE COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT) (PER GEOTECHNICAL REPORT)
STONE BASE (TYPE 2a)
NOTE.
NOTE. NOTE. 1. SECTION SHOWN PER CESI GEOTECHNICAL ENGINEERING EVALUATION. FINAL DESIGN
1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED 1. SECTION SHOWN PER CESI GEOTECHNICAL ENGINEERING EVALUATION. FINAL TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE.
AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SECTION TO BE CONFIRMED WITH GEOTECHNICAL ENGINEER AND MODIFIED AS NEEDED
PRIOR TO STONE PLACEMENT.
TO SIDEWALK WIDTH. SUB -BASE. SECTION TO BE CONFIRMED WITH GEOTECHNICAL ENGINEER AND
MODIFIED AS NEEDED PRIOR TO STONE PLACEMENT. 2. SIII ASPHALT FINISH COURSE NOTED WITH ADEQUATE THICKNESS PER GEOTECHNICAL
2. SIII ASPHALT FINISH COURSE NOTED WITH ADEQUATE THICKNESS PER RECOMMENDATION..
GEOTECHNICAL RECOMMENDATION. 7
CCONCCR ET E SIDEWALK DETAIL STANDARD D � J7'] Y ASP HIA][eT PAVE 1[]Ei�T SECTIONHEAVY DUTY TY ASPHALT PAVEMENT SECTION
NOT TO SCALE NOT TO SCALE NOT TO SCALE
\\-PAVED SURFACE/ CONC. D
T TAPER 3' CURB S TAPER
BREAK
GUTTER PAN
EVE
TRIP -RAP PAD
PLAN
3TD. CURB (PER SITE PLAN)
1" RADIUS
3' CURB
3'TAPER BREAK 3TAPER
ELEVATION
CURB BREAK DETAIL
NOT TO SCALE
A B
I
I
A R
1. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.
2. TYPE OF PIPE TO BE USED IS 1-5/8" MAX. O.D. BLACK IRON, LOW CARBON PIPE OR GALVANIZED
3. ALL JOINTS TO HAVE A 1/2" FILLET WELD AT ALL JOINTS.
4. AFTER INSTALLATION PAINT ASSEMBLY WITH BLACK ALL WEATHER ENAMEL.
5. SEE DETAIL 50.04-B FOR WARRANTS
SAFETY RAIL
WARRANTS
STANDARD SAFETY RAIL SHALL BE INSTALLED UNDER ANY OF THE
FOLLOWING CIRCUMSTANCES IN BOTH NEW CONSTRUCTION AND IN
RETROFITTING OR RECONSTRUCTION OF EXISTING ROADWAYS OR
SITES:
1. WHEN THE CULVERT CROSSING DETAIL APPLIES.
2. IF THERE IS A TWO FOOT OR GREATER DROP OFF WITHIN 2 FEET OF 2 FT.
THE EDGE OF THE SIDEWALK (SEE DIAGRAM A). OR
GREATI
3. IF THERE IS A 1-FOOT OR LARGER DROP OFF DIRECTLY ADJACENT -
TO THE SIDEWALK EDGE (SEE DIAGRAM B).
4. AT THE TOP OF ANY DROP OFF WITHIN THE PEDESTRIAN CLEAR
ZONE OR WHERE PEDESTRIANS CAN REASONABLY BE EXPECTED IN
THE VICINITY.
5. AT THE DIRECTION OF DOT OR ENGINEERING & PROPERTY
MANAGEMENT STAFF BASED ON FIELD CONDITIONS.
• • •
NO N
►l�Ibbbbbb�I�I�I�I�I�I�I�I�I�Ibb�i
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
NOTE.
1. SECTION SHOWN PER CESI GEOTECHNICAL REPORT TO BE PROVIDED ONCE
FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. SECTION TO BE
CONFIRMED WITH GEOTECHNICAL ENGINEER AND MODIFIED AS NEEDED PRIOR
TO STONE PLACEMENT.
CONCRETE -TO -ASPHALT DETAIL HEAVY DUTY CONCRETE SECTION
NOT TO SCALE NOT TO SCALE
PAVEMENT DIMENSIONS ON PLAN VIEW PAVEMENT DIMENSIONS ON PLAN
REFER TO FACE OF CURB VIEW REFER TO FACE OF CURB
AS SHOWN AS SHOWN
1"
6" 1" 6"
REINFORCED REINFORCED
CURB CURB
'a 1-1/2"R 1-1/2"R
•} t .
�7 t
SPILL CURB RB & GUTTER COLLECTOR CURB & GUTTER
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.
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.
NOT TO SCALE
TACK COAT
(APPLIED @ 0.2)
GALLONS/S.Y.)
SAFETY RAIL
50.04A PROPOSED PAVEMENT
(SEE PAVEMENT DETAIL)
I
' �SIDEWALK(IF
APPLICABLE)
DIAGRAM A
SLOPED DROP OFF AT BACK OF SIDEWALK
IF VERTICAL DROP OFF IS LESS THAN 1
SAFETY RAIL FOOT, SAFETY RAIL MAY NOT BE
DEFINITIONS WARRANTED. INSTEAD, THE EDGE OF
SI
50.04A DEWALK MUST BE MARKED WITH 6" WIDE
YELLOW PAINT LINE, 10' PAST DROP OFF IN
• DROP OFF - A SLOPE OF 2:1 OR STEEPER. EXAMPLES INCLUDE EACH DIRECTION ALONG THE SIDEWALK.
HEADWALLS, RETAINING WALLS, AND CULVERTS.
• PEDESTRIAN CLEAR ZONE -- 10 FEET OF ANY COMBINATION OF
SIDEWALK, SLOPE, AND SHOULDER SLOPED AT 6:1 OR FLATTER. "{..' -
SIDEWALK DOES NOT NEED TO BE PRESENT. 1 OR
SIDEWALK (IF
• SIDEWALK - FOR PURPOSES OF THIS STANDARD, THE TERM GREATER* `.,•. ,:+ APPLICABLE)
"SIDEWALK" IS USED GENERICALLY AND SHALL MEAN ANY PATH OR -
SURFACE TO BE USED FOR BICYCLE AND/OR PEDESTRIAN RETAINING WALL
TRANSPORTATION. EXAMPLES INCLUDE, BUT ARE NOT LIMITED TO, OR STEP
SIDEWALKS, BIKE PATHS, SHARED -USE PATHS, PEDESTRIAN PATHS,
AND GREENWAYS.
DIAGRAM B
VERTICAL DROP OFF AT BACK OF SIDEWALK
SAFETY RAIL WARRANTS
CONCRETE CURB & GUTTER DETAIL
NOT TO SCALE
4" CONCRETE WALK
W/6x6 WWM (10 GA)
2%O MAX. SLOPE
" COMPACTED 21-A STONE
5'
NOTE.
1. CONCRETE TO BE 4000 P.S.I. @ 28 DAYS.
NOTTOSCALE MONOLITHIC IC CURB & FLUSH SIDEWALK
DETAIL
NOT TO SCALE
PAVEMENT SURFACE
(SEE PAVEMENT DETAIL)
NOTES.
1. EXPANSION JOINTS TO BE INSTALLED AT 20' INTERVALS.
2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE OR 4000 P.S.I. IF PRECAST.
4. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE
TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS MADE AT
REGULAR OPENINGS.
MOUNTABLE CURB DETAIL
NOT TO SCALE
12"
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REFLECTIVE ALUMINUM
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
TYPICAL AT ALL ADA SPACES
THIS SIGN TYPICAL AT ALL "VAN
ACCESSIBLE" PARKING SPACES
PENALTY SIGN WITH WORDING AS
REQUIRED BY STATE OR LOCAL LAW
GALVANIZED "U" CHANNEL POST
4" DIA. SCH. 40 GALVANIZED STEEL PIPE
BOLLARD PAINTED OSHA YELLOW FILLED
WITH CONCRETE
PAINT CONCRETE BLACK AFTER
CURING AT ASPHALT LOCATIONS
4000 PSI CONCRETE
NOTE.
ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT
WALKWAY THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES
P�
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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
30 L]LARD MOUNTED ADA PARKING SIGN D ETAI CONSTRUCTION
NOT TO SCALE
PROJECT NO.: FLB190107
DRAWN BY: TGH
CHECKED BY: APL
DATE: 08/27/19
TRUNCATED DOME PATTERN SCALE: AS NOTED
CAD I.D.: SDP
EDGE OF CURB
n a .. ° .. d e na '. e n u
d
.d' °' c n..°.e n
SLOPE.' A. SLOPE `
° 12: 1 MAX: a d °. 12:1 MAX.°
00000000 000000000
'd
00000000000000000 ..A° .. dd '
d°
° a l00000000 000000000 °
I
5'-0"
MIN.
NOTE.
ADAACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA
ACCESSIBLE GUIDELINES.
ADA ACCESSIBLE RAMP DETAIL
NOT TO SCALE
MAX2%O IN ANY DIRECTION
AT LANDING
a' d
"Sell e
�.QA2 d
.4
AX..
1:12 A
SLOp� 4.. d °.
TRUNCATED A. °
MAX
DOME PATTERN 1:12 SLOPE
FLUSH CURB
SEE SITE PLAN
FOR DIMENSION
NOTE.
1. ADAACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT
ADAACCESSIBLE GUIDELINES.
ADA ACCESSIBLE RAMP DETAIL
NOT TO SCALE
PROJECT:
CCAMBRIDGE
VILLAGE
MULTIFAMILY
FOR
NORTH PILOT KNOB
ROAD LLC
LOCATION OF SITE
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY
O o 00 � L��
IENIGNM]EIERENG NC, P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
[e-mail]
\\1\1111111///7
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o 047366 %
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SHEET TITLE:
SITE DETAILS
SHEET NUMBER:
C-901
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\FLB190107-SDP-O.DWG PRINTED BY: SFARMARTINO 12.23.19 @ 2:10 PM LAST SAVED BY: SFARMARTINO

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D O DETAIL SHOWING TYPICAL LOCATION OF CURB RAMPS. Z U
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ROADWAY
PLAN SYMBOL
CR PROPOSED CURB RAMP W/ LANDING ALLOWABLE LOCATIONS
-------------------
FOR PROPOSED PROPOSED OR FUTURE SIDEWALK DUAL RAMP RADII ........... ANY
CURB RAA1P
HEET 2 OF 3 SHEET 2 OF 3
848.05 848.05
v
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< NOTES:
I --I Z
�
o In CONSTRUCT STANDARD SIDEWALK 5' WIDE AND
z m 2 --I 4" THICK UNLESS OTHERWISE DENOTED ON PLANS.
om ti m 0 PLACE A GROOVE JOINT 1" DEEP WITH 1/8" RADII
z12"oor'n IN THE CONCRETE SIDEWALK AT 5' INTERVALS.
,0"
ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 50'
D D D INTERVALS. A 1/2" EXPANSION JOINT WILL BE REQUIRED
�
N WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
0
z r.,
SEE STD. DWG. 848.05 FOR WHEELCHAIR RAMP LOCATION
REQUIREMENTS AND CONSTRUCTION GUIDELINES.
848.01
1 ° r RA'D SURFACE OF
JOINT SEALER SIDEWALK
'o-;.n'' �•'o?.n' �•'o ;.e' �•'o ;.n' �•'i '• •o':.n' �•'o�:.e'' �•'o:.e' �•'o'.e'
1/2" JOINT WIDTH_I�_ JOINT FILLER
T = SIDEWALK THICKNESS
TRANSVERSE EXPANSION JOINT V- -fV-
IN SIDEWALK PLAN VIEW
/ 1/2" EXPANSION JOINT FILL fig" WIDE x 1" DEEP GROOVED OR
SAWN JOINT WITH JOINT
BUILDING, SEALING COMPOUND
WALL, ETC. / 1/g" RAD %g" RAD
01
// PROPOSED
CONCRETE PROP. C&G
SIDEWALK CONC. PAVEMENT
DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK
GENERAL NOTES:
1. MORTAR JOINTS SHOULD BE BETWEEN 3/8" AND 5/8" THICK.
2. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
3. THE 6" OPENING SHOWN MAY BE INCREASED TO 8" MAX. IF DEEMED TO
BE NECESSARY BY THE ENGINEER.
4. ALL CATCH BASIN OVER 3'-6" IN DEPTH SHALL BE PROVIDED WITH STEPS
V-2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. 20.12.
5. CONCRETE BRICK MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK.
6. JUMBO BRICK WILL BE PERMITTED.
7. FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN HEIGHT USE 12"
WALL TO 6'-0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING 6'-0".
8. ALL EXPOSED JOINTS WILL BE CONCAVE TOOLED.
9. ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN WITH THE
INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
10. WEEP HOLES SHALL BE PLACED IN BACK WALL WITH FILTER FABRIC
OR STONE ON BACK SIDE.
11. THIS CATCH BASIN IS NOT TO BE USED WITHIN STREET RIGHT OF WAY
UNLESS OTHERWISE APPROVED BY CITY ENGINEER.
DIMENSIONS OF
BOX AND PIPE
REINFORCING
COVER
PIPE
SPAN
WIDTH
HEIGHT
BARS - X
BARS - Y
TOTAL
DIMENSION
D
A
B
H1NIN)
NO.
LENGTH
NO.
LENGTH
LBS,
F
G
15"
3'-6"
2'-3"
2'-7"
2
3'-4"
7
4'-7"
26
4'-10'
3'-7"
18"
4'-0"
2'-8"
2'-11"
2
3'-9"
8
5'-1"
33
5'-4"
4'-0"
24"
4'-0"
2'-8"
3'-5"
2
3'-9"
8
5'-1"
33
5'-4"
4'-0"
30"
4'-0"
3'-6"
3'-11"
2
4'-7"
9
5'-1"
37
5'-4"4'-10"
36"
4'-0"
3'-6"
4'-6"
2
4'-7"
9
5'-1"
37
5'-4"4'-10"
42"
4'-0"
3'-6"
4'-11"
2
4'-7"
9
5'-1"
37
5'-4"4'-10"
48"
4'-6"
4'-0"
5'-5"
2
5'-1"
10
5'-7"
45
5'-10'
5'-4"
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CIIARIATTL_ INCLUDES CHARLOTTE ETJ
s
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NOTES:
0 U
<
1.
CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
Q Q
x H z
PLANS R A DIRECTED BY H R
L NS 0 S D ECTED THE ENGINEER.
Q �
�
r~'O�U
OC7U
0
O
H Z =
D
2.
LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS. WHEN FIELD ADJUSTMENTS REQUIRE
0
LL
J z
�
MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER.
O
0� 2
cc_
z D
m
3.
COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL
H
< 2 LLO III
2 CD711
-a CD 00
0
WITHIN THE PEDESTRIAN CROSSWALK LINES.
Z
n = 2 Z
4.
SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 4' MINIMUM.
CO
ITT OZ Lu
J
Q 0 H" Q
ADD
z ►U"x
< N
5.
REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT
I- H
O O
PROVIDED, CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER.
,
W p
Z
6.
TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK.
p
7.
CONSTRUCT CURB RAMPS A MINIMUM OF 4' WIDE.
8.
CONSTRUCT THE RUNNING SLOPE OF THE RAMP 6.33% MAXIMUM.
9.
ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM.
10.
CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE.
Ow
r
11.
CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 596AND MAINTAIN A
f7
=
SMOOTH TRANSITION.
N
12.
CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'x4' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. CONSTRUCT LANDINGS FORCL
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TO USE A MEDIAN ISLAND AS A PEDESTRIAN REFUGE AREA, MEDIAN ISLANDS WILL BE A MINIMUM OF 6' WIDE. CONSTRUCT MEDIAN ISLANDS
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15.
CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. THE ADJACENT SURFACE
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PLACE A 1,2" EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 848.01
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PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING SIGNALS AS SHOWN IN THE PLANS OR AS SHOWN IN THE MUTCD.
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CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CROSSWALKS OR LIMITED R/W SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS.
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ALL RIGID OBJECTS.
JOINT
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LONGITUDINAL JOINT TRANSVERSE EXPANSION JOINT
IN CURB AND GUTTER
SECTION VIEW OF JOINTS
T 1 OF 3
SHEET 1 OF
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RING AND COVER
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FILL AND SEAL THE TOP L2" OF THE EXPANSION JOINTS AND CURB AND GUTTER 4" GONC. COVER
THE ENTIRE DEPTH OF GROOVED JOINTS WITH JOINT SEALER. AS CALLED FOR ON 0.02 SLOPE
PLANS.
FOR JOINTS IN THE CURB AND/OR CURB AND GUTTER, SEE SURFACING„ •' - s o =oo. Doe os=o .,'.
v.4 BASE COURSE.
SHEET 1 OF 1 STANDARD NO. 846.01 SHEET 1 OF 1
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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
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7'
0.0'
7. 0'
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8'
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5'
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7. S'
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SECTION B-B
SIDEWALK 4' 5 ' MIN
OP OF
ELEVATION TRANS" DROP TRANSIBION
CURB
CURB
VARIABLE SLOPES NOT
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SECTION A -A
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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
NOTE: A PORTION OF ONE OR BOTH RAMPS
MAY EXTEND OUTSIDE THE RETURN.
SEE NOTE 1 �(SEE STD. 8148.01)
4' 4'
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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.: FLB190107
DRAWN BY: TGH
CHECKED BY: APL
DATE: 08/27/19
SCALE: AS NOTED
CAD I.D.: SDP
PROJECT:
CCAMBRIDGJE
VILLAGE
MULTIFAMILY
FOR
NORTH PILOT KNOB
ROAD, LLC
LOCATION OF SITE
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY
TDI 0 TI-ITTL TETDI
IEkYGNM EIEI ENG NC, P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)30hierEng.com
\\�\11111111///
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SEAL -
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0 047366
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FN
SHEET TITLE:
SITE DETAILS
SHEET NUMBER:
C-902
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\FLB190107-SDP-O.DWG PRINTED BY: SFARMARTINO 12.23.19 @ 2:10 PM LAST SAVED BY: SFARMARTINO

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GENERAL NOTES:
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TABLES OF QUANTITIES FOR PIPE SET IN PAD
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20"
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0.014
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2'-344"
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0.035
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2'-01/4"
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0.042
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1 '-9"
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0.050
0.067
0.084
72"
4'-Olt"
1 2'-344"
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0.059
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DIMENSIONS AND QUANTITIES FOR DROP INLET (BASED ON MIN. HEIGHT, H)
DIMENSIONS
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CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
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D
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WALL PER
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C.N.
R.C.
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15"
2'-1'
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0.036
18"
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0. 703
0.033
0.049
24"
0.814
0.059
0.085
30"
3'-6"
0.222
0.222
0.925
0.092
0.127
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NOTES:
INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL.
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#3 DEFORMED
STEEL ROD
SECTION A -A
�_ 12 _ 12" DOTNOT
SANITARY
ELEVATION
USE IN
SEWER MANHOLES.
"84066
PET GEOGRID REINFORCEMENT
MACHINE DIRECTION ITYP)
4
PET GEOGRID REINFORCEMENT (TYP)
WALL FACE
GALVANIZED SCHEDULE 40
STEEL PIPEWWa (TYPI
2' MAX
(TYP)
AGGREGATE
VERTICAL
COARSE
AGGREGATE
OBSTRUCTION 16"MIN
3"MIN
(TYP)
GALVANIZED THREADED BAR
THROUGH PIPE WITH
GALVANIZED HEX NUT
ON EACH END4*(TYR)
SEGMENTAL RETAINING
WALL (SRW)UNIT (TYP)
3' MIN ITYP) 4' MAX* 2' MIN*
PET GEOGRID REINFORCEMENT
VERTICAL OBSTRUCTION DETAIL - PARTIAL ELEVATION
AFOR LARGER VERTICAL OBSTRUCTIONS OR OBSTRUCTIONS CLOSER
TO WALL FACE.SUBMIT PROPOSED DETAIL FOR APPROVAL.
V " c^ .^ ^^ ^T• WHSEE TABLE FOR BAR AND PIPE DIAMETERS.
GALVANIZED THREADED BAR
THROUGH PIPE WITH
GALVANIZED HEX NUT
ON EACH ENDMO (TYP)
(SEE TABLE FOR BAR DIA.)
SRW UNIT (TYP)
WALL FACE
STEEL PIPE (TYPI DIRECTION (MD) 2'MIN*
)SEE TABLE FOR PIPE DIA.1
PET GEOGRID REINFORCEMENT
VERTICAL OBSTRUCTION DETAIL - PLAN VIEW
WFOR LARGER VERTICAL OBSTRUCTIONS OR OBSTRUCTIONS CLOSER
TO WALL FACE,SUBMIT PROPOSED DETAIL FOR APPROVAL.
CUT PET GEOGRID REINFORCEMENT FOR OBSTRUCTION WIDTH AND DISTANCE
FROM WALL FACE. CUT RIBS IN CD TO WRAP PET GEOGRID AROUND PIPES.
CONCRETE DITCH
CONCRETE COPINGW,
\
TOP OF WALL
LIMITS OF FINISHED GRADE
REINFORCED ZONE END BENT SLOPER
E* \
_ _
CONCRETE SLOPE PROTECTION.
IF APPLICABLE \ '�
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
F
\
2"MIN
L.
k ::::..:';•::.::".
.".-
-- - - - - - - - - - - - - - - - - - - - - - - - -
OVERHANG
SEPARATION GEOTEXTILE
q"MIN
i..:;i??I:.:":••
1
GRADE ELEVATION
BACKFILL
MATERIAL S:. �:.•
3`
GEOTEXTILE.
IF REQUIRED
V�SEPARATION
(SEE NOTE FOR GEOTEXTILE)
)
wau FACE
1
)
AGGREGATE COARSE ,.
I
1
I AGGREGATE
-SRW UNIT (TYPI
6"MIU
STEP TOP OF LEVELING PAD IN
CASI-IN-PLACE INCREMENTS OF SRW UNIT HEIGHT
UNREINFORCED CONCRETE 6"MIN
LEVELING PAD
SRW UNITS LEVELING PAD STEP DETAIL
MAX 18"CIA. PILE OR 14"H-PILE
(FOR LARGER PILES,SUBMIT PROPOSED
PILE OBSTRUCTION DETAIL FOR APPROVAL)
POLYESTER TYPE (PET)GEOGRID REINFORCEMENT (TYP)
MACHINE P
DIRECTION (MD) 3-- 3'+/-
PET GEOGRID REINFORCEMENT
PILE OBSTRUCTION DETAIL
CUT PET GEOGRID FROM 3'+/- IN FRONT OF PILE (WALL FACE SIDE)TO END OF GEOGRID REINFORCEMENT
AT CENTERLINE OF PILE. THEN. CUT RIBS IN CD BETWEEN EVERY OTHER RIB IN THE MD FROM 3'+/-
IN FRONT DEFILE TO END OF GEOGRID REINFORCEMENT TO SKEW AND BUNCH UP TWO RIB WIDE GEOGRIDS
AROUND PILE. KEEP TWO RIB WIDE GEOGRIDS PULLED TAUT AROUND PILE AS AGGREGATE IS PLACED.
OBSTRUCTION HEIGHT (FT)
0 - 15
> 15 - 25
> 25 - 35
NOMINAL BAR DIA.
/z"
%"
N"
NOMINAL PIPE SIZE INPS)
2'/z
3
3%
BAR AND PIPE DIAMETERS
IB MIN SEGMENTAL RETAINING
WALL ISRWI UNIT (TYP) H
I
1 GAP BETWEEN BARRIER
I AND WALL FILLED WITH
NO. IB STONE OR BACKER
6"MIN' L - REINFORCEMENT LENGTHA*(TYP) ROD AND SILICONE SEALANT
(TYPI 1 SINGLE FACED PRECAST
1 CONCRETE BARRIER,
IF APPLICABLE
1
' FINISHED GRADE
FLAT
I 6:1 (H:V) L FLATTER
1 i BOTTOM (FRONT SLOPE)
I POLYESTER TYPE (PET)OR HOPE GEOGRID REINFORCEMENT (TYP) OF WALL
, BENCH
4' MIN
('.'•.>• AGGREGATE SHOULDER DRAIN IN _ 2%�
ACCORDANCE WITH ROADWAY STANDARD -
�'+;;:. :.. DRAWING NO. 816.02. IF REQUIRED TOP OF
(SEE NOTE FOR DRAIN) LEVELING PAD
% o
FINISHED GRADE* J
2:1 (H:V) OR FLATTER
(FRONT SLOPE)
CAST -IN -PLACE UNREINFORCED 6"MIN
CONCRETE LEVELING PAD
(SEE SRW UNITS LEVELING PAD STEP DETAIL) 6"MIN
(TYP)
FOUNDATION
MATERIAL
MSE WALL WITH SRW UNITS - TYPICAL SECTION
ISEE COPING DETAILS AND PLANS FOR FINISHED GRADE OR END BENT SLOPE DETAILS.
WWSEE MSE RETAINING WALLS PROVISION AND IF APPLICABLE, MSE WALL NOTES FOR EMBEDMENT AND REINFORCEMENT LENGTH REQUIREMENTS.
GRADE BOND BREAKER
ELEVATION w + OVERHANG
GRADE
\ EXTENSION ELEVATION w + OVERHANG
2"MIN \
FINISHED GRADE OR EXTENSION
END BENT SLOPEW' - b l2"MIN
- - - - - - - - CAST -IN -PLACE FINISHED GRADE OR
REINFORCED END BENT SLOPE#
CONCRETE COPING - - - - - - - -
CAST -IN -PLACE
CONCRETE DITCH AND DOWEL CONCRETE DITCH AND REINFORCED
IF APPLICABLE, CONCRETE IF APPLICABLE,CONCRETE GOWWTE COPING
SLOPE PROTECTIONWHI SRW UNIT WIDTH (w) SLOPE PROTECTIONWW, 4"MIN SRW UNIT
BOND BREAKER WIDTH IWI
COPING DETAILS
AT THE CONTRACTOR'S OPTION, CONNECT COPING TO SRW UNITS
WITH DOWELS OR EXTEND COPING DOWN BACK OF SRW UNITS.
W6EE PLANS FOR FINISHED GRADE OR END BENT SLOPE DETAILS.
WW6EE CONCRETE DITCH BEHIND WALL DETAILS.
WALL FACE
SRW UNIT (TYP)
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
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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.: FLB190107
DRAWN BY: TGH
CHECKED BY: APL
DATE: 08/27/19
SCALE: AS NOTED
CAD 1. D. SDP
PROJECT:
CC��l�iJ�RIDGJE
VILLAGE
MULTIFAMILY
FOR
NORTH PILOT KNOB
ROAD, �LLC
LOCATION OF SITE
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY
O o O� ���
IEkYCrIIIY]EIERIIiYCr 13C, PILILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)30hierEng.com
SHEET TITLE:
SITE DETAILS
SHEET NUMBER:
C-903
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\FLB190107-SDP-O.DWG PRINTED BY: SFARMARTINO 12.23.19 @ 2:10 PM LAST SAVED BY: SFARMARTINO

LCPW STANDARD DETAa AND SPECDICATIONS 13 D­STANDARD DETAILSU,CPW SS-0I.DWG X:\LCPW STANDARD DETAa AND SPEC-ON-3 D­­STANDARD DETADSU,CPW SS-0l.DWG \:LCPW STANDARD DETAa AND SPECDICATIONS\2013 D­STANDARD DETADSU,CPW SS-0S.DWG G p \ ~ 0 J Q X
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PROPERTY o z Q I -
a
LINE � � < Q �
C�® 0Qaoo
4" THREADED CLEAN OUT NOTES: L,
SEE FRAME AND 4 1. WHEN A SADDLE IS USED, THE HOLE C � o
PVC PLUG a
SHALL BE INSTALLED BY CORING o, 44 � z o
2. THE FULL LENGTH OF THE SERVICE C� C ® r _ _ U w
COVER DETAIL WS-OS � P4 a z Q
1. BENCH CAN BE PRECAST, OR BRICK AND MORTAR
TROWELED SMOOTH. �j FINISHED IT]
RADE DITCH SHALL BE COMPACTED IN 6" o Q o o
\ \ \ \ \ \ \ \ \ \ LAYERS WITH MECHANICAL TAMP. > o U
FINISH GRADE 2. MANHOLE SHALL BE UNLINED UNLESS IT IS THE
VARIES TO GRADE RECEIVING MANHOLE FOR A FORCE MAIN. IN / / / / r / \rr\/r\r \rr\rr\/r\rr\r/\r/\//\r/\ /\ /\ / // // // / C O w w Q = O o
TWO RINGS MAX SUCH CASE ALL MANHOLES FOR A DISTANCE OF \ / \ \; \ \` /\\ F � � w =
° 800' DOWN STREAM SHALL BE LINED. ALL ` I -I I I-) \ T MINIMUM NATIVE BACKFILL /r\rr\ '`• r\/r\rr\r GUARD STAKE REQUIRED /l/ %:. !/ / [� Q O O w a Q
2a" PROPOSED LINERS MUST BE SUBMITTED TO / ONLY IF MATERIAL IS SUITABLE / /\r�� r�r�r� AT CLEAN OUT LOCATION. / \\\f \ /,\ (� Z m cn z O Ir 5 o
-I -1 1 1- \\\ \, \, .:\, \,/�, UNTIL LANDSCAPING IS
b (s� w °
LINCOLN COUNTY PUBLIC WORKS FOR APPROVAL. / COMPACTED TO 95% /\ r . r / COMPLETED / - z
8" WALL ii i I =_ I I=1 =_- r =1 = I=1 -__- \�� .e . 4 :: �r��r��;, i� w 6 w
3. MANHOLES OVER 14 FT. DEEP SHALL HAVE A 60" \ STANDARD PROCTOR DENSITY / r
° a . THICKNESS MINIMUM INSIDE DIAMETER \\/ 11 I- 1-11 I- I \ 11-1 -) -111- \\/\ /\r/'' s. 4' r/rr�j\N// x\/ w Q a a wp o o
4. A REINFORCED CONCRETE SLAB SHALL BE / / \ / �� / / /tt5
PROVIDED ON MANHOLE OVER IT IN DEPTH OR \/\\ 1- 11-I /\ \ rr rr/ r/ 4" PVC
/\\/
° WHEN A POOR SOIL IS ENCOUNTERED /\ \ \ \
° 5. ALL MAN HOLES SHALL MEET AASHTO M199 / / 12" MIN ` x \r�\r ASTM D 3034, �r\// C� z a C9 Q u) I-
�� \� C rr�rr�� SDR36 OR C w w m> w O a o 0
d e' r\\/r 1-1 1 1-) \\/ \\r/\ �• T-0" r j\rr/\r/ 4" Cl SOIL PIPE PLUG UNTIL HOUSE�j ®� 0 = 0 p
SEE JOINT DETAIL d° \/\\ /\\/ SERVICE CONNECTION [�-� P, U) a Lu a o 5 0
_ _
..
\ IS MADE
BARREL OF PIPE TO _
T d ° BUTYL RUBBER SEALANT \ REST ON UNDISTURBED SOIL w o z
CAREFULLY COMPACTED
d 12"°°.a e.' 2" MINIMUM STANDARD PROCTOR DENSITY
CONCRETE p w z
I/4" PER FT. MIN. w
°.� r�� O 0� �o
1 44Lr Y
5 ' WALL \ \ (COMPACTED IN 6" LIFTS) \ \ I r LU LU z
THICKNESS L a °/\ `'; • II� 18"
SECTIONS " SEAL ALL INSIDE / / / / / r / / / / CORE & NEOPRENE w o Q z - z
BOOT BY DEVELOPER L O
VARY 48" DIAMETER CONWRAP CS-217 a ' JOINTS WITH GROUT / / / ! `+• • . • COMBINATION LONG C z z O O LU o LL
r\r\ �/ \ \r\ o°_ .... •.' :• ..'.'� ON NEW MH TURN PATTERN Y a w O r r
° ° OR r\\ O AND 1/8 BEND a w O w w O
(SEE NOTES) o : BY CONSEAL a' / / SPRING LINE t' + . s • � _
WRAPIDSEAL BY °
\ � HAUNCHING # 57 WASHED STONE CLASS C (TYPICAL FORCEMAIN)
A OUTSIDE ON Jvv. �v ; COMPACTED GRANULAR MATERIAL
JOINT SHAPED BOTTOM
N
\\ 95 /o STANDARD PROCTOR DENSITY /
d /\ LOAD FACTOR 1.5 \
/ PROPERTY OWNER'S
//\/ 1/4 D (4" MINIMUM)/ RESPONSIBILITY FROM
SECTIONS \r\\/\ j M.H. OR MAIN TO RE, VISIONS
/ / / / / \ \ 1/8 BEND STRUCTURE
VARY
TAPPING SADDLE
l �_�
REV DATE COMMENT BY
SLOPE 1"PER FOOT OR
CLASS B (TYPICAL GRAVITY SEWER) TEE
6" MIN. � F LINCOLN COUNTY PUBLIC WORKS COMPACTED GRANULAR BEDDING 4 LINCOLN COUNTY PUBLIC WORKS °°°" `°° LINCOLN COUNTY PUBLIC WORKS
6" 115 W. MAIN STREET LOAD FACTOR 1.9 115 W. MAIN STREET 450 115 W. MAIN STREET
LINCOLNTON, NC 28092 LINCOLNTON, NC 28092 • . LINCOLNTON, NC 28092
Phone [phone] Fax [phone]°� �• •• Phone [phone] Fax [phone] x4�� �,• m rT Phone [phone] Fax [phone]
12" MINIMUM ""O�` EXISTING.'
CRUSHED MAIN (SEE TAP SPECIFICATIONS)
COMPACTED #57 PRECAST CONCRETE MANHOLE STANDARD BEDDING FOR SEWER PIPE LATERAL CONNECTION TO EXISTING SEWER
STONE
APPROVED: MCN 1 12/31/2013 1 DRAWN BY: JDH APPROVED: MCN 1 12/31/2013 1 DRAWN BY: I JDH APPROVED: MCN 12/31/2013 DRAWN BY: JDH
SCALE: N.T.S. FIGURE: SS-Ol SCALE: N.T.S. FIGURE: SS-04 SCALE: N.T.S. FIGURE, SS-05
X:,LCPW STANDARODETAE•ANDSPECnICATIONS\ 013DRAFT STANDAR =ATUs W w MDWG XALCPW STANDARODETAM-DSPECIFICATIONS\2o13­FT STANDARI =AILSU W we .DWG XALCPW STANDARD DETAIL AND SPECIFICATIONS\2013 DRAFT\04 STANDARD DETAILS\LCPW_WL-05.DWG
NOTES
NOTES:
1. ALL HYDRANTS SHALL BE MUELLER SUPER 1. ALL METERS SHALL BE AMR CAPABLE ULTRASONIC
CENTURION OR KENNEDY K-8IA "OCTAVE" MASTER METERS
HOSE
2. ALL HYDRANTS SHALL BE THREE WAY WITH
Y," PUMPER NOZZLE AND 2- 2 Y2 18" + PIPE DIA NE SIZE BELOW SERVICE -Ass
1- 46 MIN. Y 2. LAY LENGTH IS FOR MASTER METER OCTAVE
NOZZLES WITH NST THREAD TYPICALLY CLASS III BACKFILL. USE r METERS. DIMENSIONS MAY VARY SLIGHTLY WITH
3. ALL HYDRANT SHALL OPEN CCW CLASS II BACKFILL WHERE .: TYPES OF FITTINGS USED.
3. THE VAULT SHALL BE CONSTRUCTED WITH 4000 PSI
T-6" UNSUITABLE TRENCH MATERIAL IS
s..
4. ALL HYDRANTS SHALL BE PAINTED WITH ENCOUNTERED OR AS DIRECTED BY \ \ \ \ <, •. ": REINFORCED CONCRETE. USE OF BLOCK MUST BE
ENAMEL HYDRANT PAINT SAFETY YELLOW / / / / DEPTH VARIES
THE ENGINEER. _ APPROVED IN WRITING BY LCPW BEFORE
IN COLOR \ \ \ \ \ \ CONSTRUCTION.
5. ALL HYDRANTS SHALL BE NEW AND 4. IN NON -TRAFFIC AREA USE ALUMINUM LIGHT
MANUFACTURED WITHIN THE CURRENT \ b TRAFFIC (300 PSI) DOOR. IN TRAFFIC AREA USE
YEAR OF CONSTRUCTION. / _ \� 7" MIN. HMCE SIDE 5. DOORS ARE TO BE LOCATED
ALUMIN UM DOOx. KNOW WHAT'S BELOW
ATED SO METER CAN BE
ALWAYS CALL 811
FLANGE SET 2" MIN. 18" MIN. / \\ 12" READ AND BE LIFTED STRAIGHT OUT. USE 3' X 3' BEFORE YOU D I G
#5 @ 6"o.C' DOOR. USE ONLY LCPW APPROVED DOORS BY USF
FABRICATION AND BILCO. HINGES SHALL BE
OVER FINISHED GRADE 24" MAX. REFER TO LCPW \ 6" WIDE MAGNETICALLY LOCATED ON OUTLET SIDE OF DOOR OPENING. It's fast. It's free. It's the law.
DETAIL WS-7 \// __ DETECTABLE TAPE 18" - 24" BELOW SEE DETAIL B
PIPE ZONE CLASS II � DOUBLE SUPPORT AT OPENINGS 6. ALUMINUM LADDER W/SAFETY POST SHALL BE 00
BACKFILL 6" LIFTS
GRADE USE FOR ALL TYPES OF PIPE OR RUN DIAGONALS AT CORNERS 6" SUMP
USED IN VAULTS 5' DEEP OR DEEPER. LADDER SHALL
OF OPENINGS
BE PLACED ON OPPOSITE SIDE OF METER FROM
N O T APPROVED F O R
TOP IS TO BE INDEPENDENT OF VAULT FOR BYPASS.
/
r\ \ \ I \ \ / �, PIPE DIA FUTURE ADJUSTMENTS OR MAJOR REPAIRS W 7. USE NON -SHRINKING HYDRAULIC CEMENT -WATER
\ /\ : '•' • ' \ \ I STOP AT VAULT PENETRATIONS. CONSTRUCTION
NOTES' I SEE DETAIL A AND
r/. r/X r/� //� //\ //\ //\ //. DETECTION TAPE / / NOTE 6 8. ANY DEVIATION FROM THESE PLANS MUST BE
Q OVER PIPE MATERIAL o APPROVED BY LCPW PRIOR TO INSTALLATION.
/ 1. BACKFILL TO A MINIMUM 95 /o OF MAXIMUM PROJECT NO.: FLB190107
COMPACTED EARTH DENSITY WHRRF, EXCAVATIONS CUT 9. VALVE AND DOOR STATUS AFTER INSTALLATION IS DRAWN BY: TGH
C / \ j \ THROUGH PAVEMENT, CURBS, AND UNDER DMETER ETAIL AT DOOR ;'l' ,j„". AS FOLLOWS: -VALVE BETWEEN MAIN AND VAULT
�y
O c y CUYD MIN' 6" C.I. GATE VALVE UNDISTURBED SOIL' OR ADJACENT TO STRUCTURES. 12" MIN. 6" TYP FULLY OPEN - METER INLET VALVE FULLY CLOSED - CHECKED BY: APL
Z V #57 WASHED 6" D.I. WATER MAIN 12" /\ /\ 2. WELL TAMPED #57 STONE IS REQUIRED TO 6" * BYPASS GATE VALVE FULLY CLOSED - METER DATE: 08/27/19
e STONE BELOW OR HALF THE PIPE DIAMETER 6" MIN. OUTLET VALVE FULLY OPEN -DOOR LOCKED USING SCALE: AS NOTED
\ WHICHEVER IS GREATER WHERE ROCK OR SQUr i : 10. WALLS LOCKING SHABE A BOLT
SINGLE POUR. SEAL WITH
O ARIF CAD I. D.: SDP
WET/UNSUITABLE MATERIAL IS 8' MAX•
ENCOUNTERED.
VARIES '" RAM-NEK OR CONSEAL BETWEEN WALLS AND
3. ALL PIPE SHALL HAVE 36" MINIMUM COVER NLcr OUTLET BOTTOM AND WALLS AND LID CONTINUOUS PROJECT:
4. TRACER WIRE SHALL BE MINIMUM 14 GAUGE 24" MIN CONCRETE 4,a AROUND PERIMETER. CAM
T�� ���
TRACER WIRE MINIMUM 2 W
SUPPORT �\`/ �
NON COATED COPPER SECURED WITH T
/ \ RAPS OF TAPE TO THE MAIN AT
10'INTERVALS 7^MIN. � • •^
\\ \ , VILLAGE
SAFETY
EBBA IRON MEGALUG OR UNDISTURBED SOIL
POST
APPROVED EQUAL VARIABLE \ /\\ /\ ENTIRE BARREL OF PIPE TO #5 @ 12"O.C.
REST ON BOTTOM OF TRENCH MULTIFAMILY
ILY
PI
WALL
- I T_
° I 18 �- FOR
�'`" `°Or LINCOLN COUNTY PUBLIC WORKS �° �;, LINCOLN COUNTY PUBLIC WORKS I z�'`" `°O, LINCOLN COUNTY PUBLIC WORKS
115 W. MAIN STREET BELL HOLES CUT BY HAND 115 W. MAIN STREET LENGT < 115 W. MAIN STREET NORTH
}� /� �Tv KNOB
LINCOLNTON, NC 28092 LINCOLNTON, NC 28092 ° 12"O.C. TO SUITLINCOLNTON, NC 28092 I \\I ®� II II �II II II
ALL CONCRETE BLOCKING PER oq " -_ Phone [phone] Fax [phone] • eT Phone [phone] Fax [phone] oq " Phone [phone] Fax [phone] AAA V JJJLLL�����, JL AAA JJJlll PILOT JJJIIIL O A
LCPW STANDARD DETAIL WS-1 � °""°° " �A"° � °""°°
STANDARD HYDRANT INSTALLATION STANDARD WATER MAIN TRENCH 3" THRU 8" METERS WITH BYPASS®�� 9 ���
APPROVED: MCN 12/31/2013 DRAWN BY: JDH APPROVED: MCN 12/31/2013 DRAWN BY: JDH LADDER APPROVED: MCN 12/31/2013 DRAWN BY: JDH LOCATION OF SITE
SCALE: N.T.S. FIGURE: WL-01 SCALE: N.T.S. FIGURE, WL-02 DETAIL "B" SCALE: N.T.S. FIGURE: WL-05
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
X\LCPW STANDARD DETAa AND SPECDICATIONS\2OI3 DRAFTVI4 STANDARD DETADSU,CPW WL-0fi.DWG X\LCPW STANDARD DETAIL AND SPECDICATIONS\2013 DRAFTVI4 STANDARD DETADSU,CPW WL-0S.DWG
XALCPW STANDARD DETAIL AND SPECIFICATIONS\2013 DRAFT\04 STANDARD DETAILS\LCPW WS-02.DWG LINCOLN COUNTY
NOTES: RESILENT SEAT I0' I0' D
1. STAINLESS TAPPING SADDLES ARE NOT GATE VALVES PROTECTIVE ENCLOSURE 10, 10, o B OZh
PERMITTED FOR SIZE -ON -SIZE TAPS. UNLESS (SEE NOTE 5) ENGNMI6ERENG NC, P LILC
APPROVED IN WRITING BY LCPW. NCBELS P-1132
2. USE MUELLER OR EQULIVENT DUCTILE IRON WATER LINE O
OR 316 STAINLESS STEEL TAPPING SLEEVES o 1927 S. TRYON STREET, SUITE 310
FOR TAP SIZES 3"-24". WATERLINE CHARLOTTE, NC 28203
3. USE THRUST BLOCKING FOR WET TAPS Phone: [phone]
UNLESS OTHERWISE APPROVED BY LCPW. TEST PORTS ❑
4. DEPTH FROM GROUND SURFACE TO TOP OF
BLOCKING SHALL BE GREATER THAN Fax: [phone]
HEIGHT OF BLOCKING.
5. THE END OF THE TAPPING SLEEVE SHALL BE
NO CLOSER THAN 5 FEET TO A JOINT.
6. ALL PRESSURE TESTING SHALL BE WATER
TESTING ONLY. NO AIR TESTING PERMITTED.
TEST DURATION WILL BE 2HRS AT 1.5
TIMES STATIC PRESSURE OF THE LINE M.J. WITH LCPW APPROVED
BEING TAPPED (200 PSI MINIMUM) . RESTRAINING GLAND
CONCRETE SUPPORT BLOCKING UNDER VALVE
METER SIZE
3"
4"
6"
8"
LAY LENGTH
12"
14"
18"
20"
a a NOTES: WATER MAIN CENTER ONE JOINT OF SEWER LINE [e-mail]
OUTLET SIDE -SEWER LINE
INLET SIDE - SEE NOTE #1 1. COPPER, DI, OR BRONZE INLET AND OUTLET STANDARD JOINTS PIPE AT CROSSING
SEE NOTE #1 REQUIRED
2. CONCRETE SLAB AND STABILIZER
b oIV ® SUPPORTS BETWEEN BACKFLOW AND
GROUND TO BE SIZED ACCORDINGLY OR BY PLAN VIEW FOR WATER LINE OVER SEWER PLAN VIEW FOR WATER LINEo o ° °• o°°
MANUFACTURERS' RECOMMENDATIONS. LINE W/LESS THAN 18" CLEARANCE UNDER SEWER LINE
3. RPZ DETECTOR ASSEMBLY MUST BE-
O O O TAPPING VALVE IL MUELLER RELIEF VALVE CERTIFIED AND TESTED PRIOR TO ,� = o SEAL °
T-2360-16 OR EQUILIVENT
O o FLANGEJOINT ACTIVATION. CERTIFICATION AND TEST _ >0 047366 0
\ 12" MIN' RESULTS SHALL BE SUBMITTED TO LCPW
M.J. TAPPING SLEEVE. \ TYPICAL
4. APPROPRIATE THRUST RESTRAINT AND
• •• '•.\ CLEARANCE SUPPORT MEASURES ARE TO BE
•..:' o.:. '°' WATER LINE SEWER LINE '�. ]Fib.`•
. ` SUPPORT RELIEF VALVE DETERMINED BY OWNERlINSTALLER. O I l 111 \ \ \ \ \ \
p • \ x AND GROUND 5. LCPW RECOMMENDS THE INSTALLATION OF %��D19
'• :. s \ A HEATED PROTECTIVE ENCLOSURE a 10 10'
c a a^MIN. (SEE NOTE 2) d a d e n' AROUND ALL RPZs. DIP o a CIP SHEET TITLE:
r/x / . O Ll
SEWER LINE
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Practice Standards and Specifications Practice Standards and Specifications Practice Standards and Specifications
6.64
Definition
An earthen embankment suitably located to capture runoff, with a trapezoidal
spillway lined with an impermeable geotextile or laminated plastic membrane,
and equipped with a floating skimmer for dewatering.
Purpose
Sediment basins are designed to provide an area for runoff to pool and settle
out a portion of the sediment carried down gradient. Past designs used a
perforated riser for dewatering, which allowed water to leave the basin from
all depths. One way to improve the sediment capture rate is to have an outlet
which dewaters the basin from the top of the water column where the water
is cleanest. A skimmer is bl a robthe most common method to dewater a
probably
sediment basin from the surface. The basic concept is that the skimmer does
not dewater the basin as fast as runoff enters it, but instead allows the basin
to fill and then slowly drain over hours or days. This process has two effects.
First, the sediment in the runoffhas more time to settle out prior to discharge.
Second a pool of water forms ear] in a storm event and this further increases
P Y
sedimentation rates in the basin. Many of the storms will produce more
volume than the typical sediment basin capacity and flow rates in excess of
the skimmer capability, resulting in flow over the emergency spillway. This
water is also coming from the top of the water column and has thereby been
"treated" to remove sediment as much as possible. (Adapted from SoilFacts:
Dewatering Sediment Basins Using Surface Outlets. N. C. State University,
Soil Science Department.)
P )
Conditions Where
Skimmer sediment basins are needed where drainage areas are too large
Practice Applies
for temporary sediment traps. Do not locate the skimmer sediment basin in
intermittent or perennial streams.
Planning
Select locations for skimmer basins during initial site evaluation. Install
Considerations
skimmer sediment basins before any site grading takes place within the
drainage area.
Select skimmer sediment basin Sites to capture sediment from all areas that are
not treated adequately by other sediment control measures. Always consider
access for cleanout and disposal of the trapped sediment. Locations where
a pond can be formed by constructing a low dam across a natural swale are
generally preferred to sites that require excavation. Where practical, divert
sediment -free runoff away from the basin.
A skimmer is a sedimentation basin dewatering control device that withdraws
water from the basin's water surface, thus removing the highest quality water
for delivery to the uncontrolled environment. A skimmer is shown in Figure
6.64a. By properly sizing the skimmer's control orifice, the skimmer can be
made to dewater a design hydrologic event in aprescribed period. Because the
spillway is actually used relatively frequently, it should be carefully stabilized
using geotextiles, or rock if necessary, that can withstand the expected flows.
The spillway should be placed as far from the inlet of the basin as possible to
maximize sedimentation before discharge. The spillway should be located in
natural groundcover to the greatest extent possible
Rev. 5/13
6.64.1
6.64.2
Practice Standards and Specifications
Plan View
L
Inflow
structure
i
4
Average _ Ares
Width W - 1
* Area of basin water surface at
tap of principal spillway elevation
Inflow Baffles
structure -
\ T_ r a
i
A
watering �
---- I I I 6" rum.
Dewatering Allow the maximum reasonable detention period before the
basin is completely dewaterid (at least48 hours).
• Inflow rate Reduce the inflow velocity and divert all sediment free
runoff.
E
Y
Skimmer
dewatering
device
ncy
Emergency
lway
Baffles
1' Freeboard
Embankment
aeuimenr Cross -Section
storage zone
View
Figure 6.64c Example of a sediment basin with a skimmer outlet and emergency spillway. From Pennsylvania
Erosion and Sediment Pollution Control Manual, March, 2000.
Rev. 543 6 64 7
6.64.8
SEDIMENT BASIN DESIGN
CRITERIA
DRAINAGE
AREA
< 100 AC.
(ACRES)
MIN.
LENGTH TO
2:1
WIDTH RATIO
MAX.
LENGTH TO
6:1
WIDTH RATIO
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
DISTURBED)
435
SURFACE
(SQ, FT,
AREA
PER CFS
REQUIRED
Q10)
PLAN VIEW
INFLOW M10,
IN.
AVERAGE AREA*
=
WIDTH LENGTH
* AREA OF BASIN WATER
SURFACE AT TOP OF PRIMARY
SPILLWAY
CROSS-SECTION VIEW
INFLOW BAFFLES
DEWATERING
The costs of using a skimmer system stem are similar, or occasionall less than
Y Y
a conventional rock outlet or perforated riser. Howeve, the basin is more
efficient in removingsediment. Another advantage of the skimmer is that it
g
can be reused on future ProJeGts. The main disadvantage ofthe
e skimmer is
that it does require frequent maintenance., primarily in removingdebris from
the inlet.
A Skimmer must dewater the basin from the top of the water surface. The rate
of dewatering must be controlled. A dewatering time of 2-5 days is required.
Any skimmer design that dewaters from the surface at a controlled rate
is acceptable.
Arm Assembly
"C' Enclosure
l:(
Water Entry
PERSPECTIVE VIEW Unit
PVC End PVC Vent
Cap PUf. Elbow pipe Schedule
40
P
5 Waf<e. ur"f
4- PVC. End
rap
Schedule 40
PVC Tee PVC Pipe PVC Pipe
J' Holes in PVC Tee Orifice
Underside Flexible Plate
Hose
6
Bottom Surface
END VIEW FRONT VIEW
Figure 6.64a Schematic of a skimmer, from Pennsylvania Erosion and Sediment Pollution Control Manual.
March, 2000.
Rev. 5113
Construction 1- Clear, grub, and strip the area under the embankment of all vegetation and
rootmat. Remove all surface soil containing high amounts of organic matter
Specifications and stockpile or dispose of it properly. Haul all objectionable material to the
designated disposal area. Place temporary sediment control measures below
basin as needed
2. Ensure that fill material for the embankment is free of roots, woody
vegetation, organic matter, and other objectionable material. Place the fill in
lifts not to exceed 9 inches, and machine compact it. Overfill the embankment
6 inches to allow for settlement.
3. Shape the basin to the specified dimensions. Prevent the skimming device
from settling into the rnud by excavating a shallow pit under the skimmer or
providing a low support under the skimmer of stone or timber.
4_ Place the barrel (typically 4-inch Schedule 40 PVC pipe) on a firm, smooth
foundation of impervious soil. Do not use pervious material such as sand,
gravel, or crushed stone as backfill around the pipe. Place the fill material
around the pipe spillway in 4 inch layers and compact it under and around
PP P Y Y P
the pipe to at least the same density as the adjacent embankment Care must
be taken not to raise the pipe from the firm contact with its foundation when
compacting under the pipe haunches.
Place a minimum depth of 2 feet of compacted backfill overthe pipe spillway
before crossing it with construction equipment. In no case should the pipe
eonduitbe installed by cutting a trench through the dam after the embankment
is complete.
5- Assemble the skimmer following the manufacturers instructions, or as
designed.
6. Lay the assembled skimmer on the bottom of the basin with the flexible
joint at the inlet ofthe barrel pipe. Attach the flexible joint to the barrel pipe
and position the skimmer over the excavated pit or support. Be sure to attach
a rope to the skimmer and anchor it to the side ofthe basin. This will be used
to pull the skimmer to the side for maintenance.
7. Earthen spillwaysInstall the spillway in undisturbed soil to the greatest
extent possible. The achievement of planned elevations, grade, design width,
and entrance and exit channel slopes are critical to the successful operation
of the spillway. The spillway should be lined with laminated plastic or
impermeable geotextile fabric. The fabric must be wide and long enough to
cover the bottom and sides and extend onto the top ofthe dam for anchoring
in a trench. The edges may be secured with 8-inch staples or pins. The fabric
must be longenough to extend down the sloe and exit onto stable ground.
� P a
The width of the fabric must be one piece, not joined or spliced; otherwise
water can get under the fabric. If the length of the fabric is insufficient for the
entire length of the spillway, multiple sections, spanning the complete width,
may be used. The upper section(s) should overlap the lower section(s) so
that water cannot flow under the fabric. Secure the upper edge and sides
of the fabric in a trench with staples or pins. (Adapted from "A Manual for
Designing, Installing and Maintaining Skimmer Sediment Basins." February,
1999. L W. Faircloth & Son.).
S- Inlets Discharge water into the basin in a manner to prevent erosion. Use
temporary slope drains or diversions with outlet protection to divert sediment -
laden water to the upper end ofthe pool area to improve basin trap efficiency
(References: Runoff Control Measures and Outlet Protection).
SKIMMER
DEWATERING
DEVICE
L
BAFFLES
ZONE
FILTER FABRIC CLEANOUT SKIMMER AR
DEPTH 1' SEDIM NT LENGTH =
(H/2) STORAGE
DATA BLOCK (MIN. 5')
Rev. 5.M
EMBANKMENT
EMERGENCY
SPILLWAY
SKIMMER ORIFICE DIAMETER
The orifice of a skimmer should be selected in order to achieve the desired
dewatering time. Three days isprobably the optimal length oftime fortem or
mil
sediment controls. It allows longer settling time for suspended solids remaining
in the basin after a storm even while dewatering the basin in less time than
1= g
the average interval between rainfall events. Design criteria for permanent
stormwater detention basins in the Division of Water Quality Stormwater BMP
Manual require 2-5 days for dewatering.
Procedure
First determine the desired dewatering time in days (td) and the volume (V)'of
water to be released in that time period. Dividing the volume in cubic feet by the
dewatering time in days gives a flow rate Qd in cubic feet per day.
Qd = V / td (ft3/day)
Next determine the head on the skimmer orifice. Table 6.64a has the values for
various sizes of the Faircloth skimmer.
Table 6.64a Head on orifice of various skimmer sizes
Skimmer Size (in.)
Head on Orifice (ft.)
L5
0,125
2
0,167
2.5
0.208
3
0.25
4
0,333
5
1 0,333
6
OA17
8
0.5
The desired orifice diameter (D) in inches can now be calculated using the
equation
D = � Qd 1(2310 * N H) (inches)
Example: Select a skimmer that will dewater a 20,000 ft' skimmer basin in 3
days.
1. Qd = V / td (ft3/day) = 20,000 ft/ 3 days = 6670 (ft'/day).
2, Try a 4 inch skimmer, with H = 0.333 ft. (Table 6.64a)
3. D = Qd /(2V 310 * JI� (in_)-6670 ef3/day /(231 U * 0>�) (k,.)
= 2.24 inches (Use 2 %a inches)
Rev. 5113 6.64.4
6.64.3
Practice Standards and Specifications
9. Erosion control-- construct the structure so that the disturbed area is
minimized. Divert surface water away from bare areas. Complete the
embankment before the area is cleared. Stabilize the emergency spillway
embankment and all other disturbed areas above the crest of the principal
spillway immediately after construction (References: Surface Stabilization).
10. Install porous baffles as specified in Practice 6,65, Porous Baffles.
11. After all the sediment -producing areas have been permanently stabilized,
remove the structure and all the unstable sediment. Smooth the area to
blend with the adjoining areas and stabilize properly (References: Surface
Stabilization).
Maintenance Inspect skimmer sediment basins at least weekly and after each significant
(one-half inch or greater) rainfall event and repair immediately. Remove
sediment and restore the basin to its original dimensions when sediment
accumulates to one-half the heightalof the first be. Pull the skimmer to
one side so that the sediment underneath it can be excavated. Excavate the
sediment from the entire basin not just around the skimmer or the first cell.
Make sure vegetation growing in the bottom ofthe basin does not hold down
the skimmer.
Repair the baffles if they are damaged. Re -anchor the baffles if water is
flowing underneath or around them.
If the 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 notwork, pull the skimmer over to
the side ofthe basin and remove the debris. Also check the orifice inside the
skimmer to see if it is clogged; if so remove the debris.
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.
Check the fabric lined spillway for damage and make any required repairs
with fabric that spans the full width ofthe spillway. Check the embankment,
spillways, and outlet for erosion damage, and inspect the embankment for
piping and settlement. Make all necessary repairs immediately. Remove all
trash and other debris from the skimmer and pool areas.
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.
Rev. 5113
6.64.9
SKIMMER SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
AREA
< 10 AC.
(ACRES)
MIN.
LENGTH TO
2:1
WIDTH RATIO
MAX.
LENGTH TO
6:1
WIDTH RATIO
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
DISTURBED)
325
SURFACE
(SQ, FT,
AREA
PER CFS
REQUIRED
Q10)
W=5' MIN.
EMBANKMENT
T
Z
H=2' MIN. EMERGENCY
11 S P I LLWAY
M
ANTI -SEEP
COLLAR NOT TO SCALE
DATA BLOCK
BASIN
DRAINAGE
AREA
(ACRES)
DENUDED
AREA
(ACRES)
Q10
BASIN VOLUME
BASIN SURFACE AREA
CLEANOUT
DEPTH (FT.)
H/2
H
(FEET)
Z
(FEET)
L
(FEET)
T
(FEET)
W
(FEET)
SKIMMER
PIPE
DIAMETER
SKIMMER
ORIFICE
DIAMETER
REQUIRED
(CUBIC FT.)
PROVIDED
(CUBIC FT.)
REQUIRED
(SQ FT.)
PROVIDED
(SQ FT.)
#1
14.01
7.06
44.88
12,708
49,587
19,522
19,675
2
4
5
12
1.5
5
6 in
1.75 in
PLAN VIEW
INFLOW
AVERAGE AREA*
=
WIDTH LENGTH
* AREA OF BASIN WATER
SURFACE AT TOP OF PRIMARY
SPILLWAY
CROSS-SECTION VIEW
INFLOW BAFFLES
DEWATERING
The desired dewatering time can also be achieved by adjusting the skimmer
size and orifice diameter using e spreadsheet in the entitled "Sediment Control
Measures" which is available atbttP :// orlal.ncdenr.or /web/Ir/links
P g
Figure 6.64b Example Excel Spreadsheet
® Skimmer Size (inches) Skimmer Size Head on Skimmer
Oil: Head on Skimmer (feet) (Inches) (Feet)
Oxifiee Size (1/4 in increment) 1.5 0.125
2.96 Dewatering Time 2 0.167
a g um (days) s} y
2.5 0.208
3 0.25
4 0,333
5 0.333
6 0,417
18 0.5
Adapted from training materials developed by Albert R. Jarrett, Ph.D.
for Erosion and Sediment Control/Stormwater Certification for NC
DOT Projects Level IIIA and IIIB, N.C. State University, Department of
Biological and Agricultural Engineering, 2007.
Rev, 5/13 Rev, 5A3
Reference Jarrett, A, R. Proper Sizing of the Control Orifice for the Faircloth Skimmer.
Pennsylvania State University Department ofAgricultural and Biological
Engineering Fact Sheet#252.
bttp:/iwww.age.psu.edu/cxtensionifactshects/f/F252.pdf
Jarrett, A. R. Controlling the Dewatering of Sedimentation Basins. Pennsy-
lvania State University Department of Agricultural and Biological Engine-
eringfactSheet #253.
http:/iwww.age.psu.edu/extensiou/factsheets/f/F253.pctf
Erosion and Sediment Pollution Control Manual, March, 2000. Common-
wealth of Penmylvaria Dept. of Environmental Protection, Office of Water
Management, Document #363-2134-008.
bttp:/iwww.co.centre.pa.us/conservation/esmanual.pdf
McLaughlin, Richard. SoilFacts: Dewatering Sediment Basins Using Surface
Outlets. N. C. State University, Soil Science Department.
AManual for Desi nin Installing andMaintainin Skimmer Sediment
g $, g g
Basins. February, 1999. J. W. Faircloth & Son.
Surface Stabilization
6.10, Temporary Seeding
6.11, Permanent Seeding
6.12, Sodding
6.13, Trees, Shrubs, Vines, and Ground Covers
Runoff Control Measures
6.20, Temporary Diversions
6.21, Permanent Diversions
6.22, Perimeter Dike
Outlet Protection
6.41, Outlet Stabilization Structure
Sediment Traps and Barriers
6.65, Porous Baffles
Appendices
8.03, Estimating Runoff
8.07, Sediment Basin Design
6.64.10 Rev. 5A1
NOTES:
1. REFER TO
NCESCPDM
SECTION #6.64
EMBANKMENT FOR ADDITIONAL
LENGTH DESIGN
SPECIFICATIONS
REGARDING
SKIMMER SEDIMENT
10' BASINS.
MIN. _ 2. REFER TO STD.
#30.19 FOR
BAFFLE SPACING
AND INSTALLATION
SKIMMER 3. SKIMMER INVERT
DEWATERING ELEVATION =
DEVICE BASIN BOTTOM +
EMERGENCY 1' MIN.
S P I LLWAY
4. H = SPILLWAY
L ELEVATION -
SKIMMER INVERT
ELEVATION
)BAFFLES
ZONE
FILTER FABRIC CLEANOUT SKIMMER AF
DEPTH 1' SEDIM NT LENGTH =
(H/2) H x 1.5
STORAGE (MIN. 5')
Design Criteria Summary: Skimmer Sediment Basin
Primary Spillway: Trapezoidal spillway with impermeable
membrane
Maximum Drainage Area: 10 acres
Minimum Volume: 1800 cubic feet per acre of disturbed area
Minimum Surface Area: 325 square feet,per cfs of Quo peak inflow
Minimum L/W Ratio: 2:1
Maximum L/W Ratio: 6:1
Minimum Depth: 2 feet
Dewatering Mechanism: Skimmer
Minimum Dewatering Time: 2 days
Bales Required: 3 baffles*
(*Note: Basins less than 20 feet in length may use 2 baffles)
Drainage areas -Limit drainage areas to 10 acres.
Design basin fife -Ensure a design basin life of 3 years or less.
Dam heightLimitdam height to 5 feet.
Basin locations -Select areas that
Provide capacity for storage of sediment from as much of the planned
disturbed area as practical;
• Exclude runoff from undisturbed areas where practical;
Provide access for sediment removal throughoutthe life of the project;
Interfere minimally with construction activities.
Basin shape -Ensure that the flow length to basin width ratio is at least 2:1
to improve trapping efficiency. Length is measured at the elevation of the
principal spillway.
Storage volume Ensure that the sediment storage volume ofthe basin, as
measured to the elevation of the crest of the principal spillway, is at least
1,800 cubic feet per acre for the disturbed area draining into the basin (1,800
cubic feet is equivalent to half an inch of sediment per acre of basin disturbed
area).
Remove sediment from the basin when approximately one-half of the storage
volume has been filled.
Spillway capacity -The spillway system must carry the peak runoff from
the 10-year storm with a m nimum 1 foot of freeboard in the spillway. Base
runoff computations on the disturbed soil cover conditions expected during
the effective life ofthe structure.
Sediment cleanout elevationDetermine the elevation at which the invert of
the basin would be half -full. This elevation should also be marked in the field
with a permanent stake set at this ground elevation (not the top ofthe stake).
SKIMMER SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
AREA
< 10 AC.
(ACRES)
MIN.
LENGTH TO
2:1
WIDTH RATIO
MAX.
LENGTH TO
6:1
WIDTH RATIO
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
DISTURBED)
325
SURFACE
(SQ, FT,
AREA
p
REQUIRED
W=5' MIN.
EMBANKMENT
T
Z
4MH EMERGENCY
SPILLWAY
11-1
I -SEEP
COLLAR NOT TO SCALE
DATA BLOCK
BASIN
DRAINAGE
AREA
(ACRES)
DENUDED
AREA
(ACRES)
Q10
BASIN VOLUME
BASIN SURFACE AREA
CLEANOUT
DEPTH (FT.)
H/2
H
(FEET)
Z
(FEET)
L
(FEET)
T
(FEET)
W
(FEET)
SKIMMER
PIPE
DIAMETER
SKIMMER
ORIFICE
DIAMETER
REQUIRED
(CUBIC FT.)
PROVIDED
(CUBIC FT.)
REQUIRED
(SQ FT.)
PROVIDED
(SQ FT.)
#2
1.19
1.19
5.07
2142
4869
1648
2442
1.5
3
4
15
1
10
1.5 in
1.000 in
6.64.5 1 6.64.6
Basin dewateringThe basin should be provided with a surface outlet. A
floating skimmer should be attached to a Schedule 40 PVC barrel pipe ofthe
same diameter as the skimmer arm. The orifice in the skimmer will control
the rate of dewatering.The skimmer should be sized to dewater basin in
2-5 days).
Outlet ProtectionDischargevelocities must be within allowable limits for
the receiving stream (References: Outlet Protection).
Basin spillwayConstruct the entire flow area ofthe spillway in undisturbed
soil if possible. Make the cross section trapezoidal with side slopes of 3:1 or
flatter.
• Capacity -The minimum design capacity ofthe spillway must be the peak
rate of runofffrom the 10-year storm. Maximum depth of flow during the
Y P g
peak runoff should be 6 inches. In no case should the freeboard of the
spillway be less than 1 foot above the design depth of flow.
• Velocity Ensure that the velocity of flow discharged from the basin
is nonerosive for the existing conditions. When velocities exceed that
allowable for the receivingareas provide outlet protection (References:
,P P
Outlet Protection).
Embankment Ensure that embankments for skimmer sediment basins do
not exceed 5 feet in height (measured at the center line from the original
ground surface to the top of the embankment). Keep the crest of the spillway
outlet a minimum of 1.5 feet below the top of the embankment. Additional
freeboard may be added to the embankment heightwhich allows flow through
a designated bypass location. Construct embankments with a minimum
top width of 5 feet and side slopes of 2:1 or flatter. Machine compact the
embankments.
Excavation Where sediment pools are formed or enlarged by excavation,
keep side slopes at 2:1 or flatter for safety.
Erosion protectionStabilize all areas disturbed by construction (except
the lower half of the sediment pool) by suitable means immediately after
completing the basin (References: Surface Stabilization).
Trap efficiency Improve sediment basin trapping efficiency by employing
the following considerations in the basin design:
• Surface area In the design of the settling pond, allow the largest surface
area possible.
• Length -Maximize the length -to -width ratio ofthe basin to prevent short
circuiting, and ensure use of the entire design settling area.
• Baffles -Provide a minimum of three porous baffles to evenly distribute
flow across the basin and reduce turbulence.
• Inlets -Area between the sediment inlets and the basin should be stabilized
by geotextile material, with or withoutxoeks (Figure 6.64e shows the area
with rocks). The inlet to basin should be located the greatest distance
possible from the principal spillway.
Rev. 5/13
LENGTH AS NECESSARY
TO GO THRU DIKE
SEDIMENT PIT
RIP RAP & WASHED STONE NOT REQUIRED IF BASIN
FILT4' MIN. plpE (CLDS ER BERM IS LOCATED DOWNSTREAM
OF PIPE OUTLET.
r�-►t (VOLUME PER CLDS 30.12)
2 I
SEDIMENT PR
1.5' MIN. 1r +
FLEXIBLE PIPE
*,
TIE DOWN 10' MAX. SPACINGlop
TIE DOWN AT END �' • �T� ,
{ 4' (MIN)*t -i , ' • ,
I I DIAMETER (D)
PROFILE
STAKES'
' + EARTH DIKE
RIP -RAP APR '
* AT LESS THAN 1 SLOPE j a a� �• '+ j, �'
EXTEND TO EDGE OF DISTURBANCE
CONSTRUCTION SPECIFICATIONS:
1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE 4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE
DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET SECTION SHALL BE HAND TAMPED IN 4" LIFTS TO THE TOP OF
HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. THE EARTH DIKE.
2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING 5. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL
BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE. BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF PARTY OR HIS AGENT.
EMPTYING INTO A DISTURBED AREA. 6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE,
TAKING CARE NOT To VOID THE EFFECTIVENESS OF THE SILT FENCE.
NOT TO SCALE
FLEXIBLE PIPE SLOPE DRAIN STD. NO.
30.04
PLAN VIEW NOTES:
1. REFER TO
NCESCPDM
SECTION #6.64
EMBANKMENT FOR ADDITIONAL
LENGTH DESIGN
SPECIFICATIONS
REGARDING
SKIMMER SEDIMENT
INFLOW 10, BASINS.
MIN. _ 2. REFER TO STD.
#30.19 FOR
BAFFLE SPACING
AND INSTALLATION
SKIMMER 3. SKIMMER INVERT
DEWATERING ELEVATION =
AVERAGE = AREA* DEVICE BASIN BOTTOM +
WIDTH LENGTH
EMERGENCY 1' MIN.
* AREA OF BASIN WATER SPILLWAY
SURFACE AT TOP OF PRIMARY 4. H = SPILLWAY
SPILLWAY L ELEVATION -
SKIMMER INVERT
CFS ELEVATION
Q10) CROSS-SECTION VIEW
INFLOW BAFFLES
DEWATERING
ZONE
FILTER FABRIC CLEANOUT SKIMMER AR
DEPTH 1' SEDIM NT LENGTH =
(H/2) H x 1.5
STORAGE (MIN. 5')
W=5' MIN.
EMBANKMENT
T
Z
H=2' MIN. EMERGENCY
SPILLWAY
M
ANTI -SEEP
COLLAR NOT TO SCALE
BASIN
DRAINAGE
AREA
(ACRES)
DENUDED
AREA
(ACRES)
Q10
BASIN VOLUME
BASIN SURFACE AREA
CLEANOUT
DEPTH (FT.)
H/2
H
(FEET)
Z
(FEET)
L
(FEET)
T
(FEET)
W
(FEET)
SKIMMER
PIPE
DIAMETER
SKIMMER
ORIFICE
DIAMETER
REQUIRED
(CUBIC FT.)
PROVIDED
(CUBIC FT.)
REQUIRED
(SQ FT.)
PROVIDED
(SQ FT.)
#3
4.06
4.06
17.30
7308
35429
5621
12569
2.25
4.50
5.50
20
1
10
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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.: FLB190107
DRAWN BY: TGH
CHECKED BY: APL
DATE: 08/27/19
SCALE: AS NOTED
CAD 1. D. SDP
PROJECT:
CAMBRIDG E
VILLAGE
MULTIFAMILY
FOR
NORTH PI LO"T KNOB
ROAD L]LC
LOCATION OF SITE
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY
0 0 111 LTEH
1ENGHNIE]EIRING 14C, P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
\\\ttllllllll/////
SEAL -
047366
°FG �
I NEB,°°
7z/ t t t 1 I �t 1
SHEET TITLE:
E&SC DETAILS
SHEET NUMBER:
C- `9 ®7
TEMPORARY SEDIMENT BASIN #1
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAVNNGS\PLAN SETS\F1_B190107-SDP-0.DWG PRINTED BY: SFARMARTINO 12.23.19 @ 2:11 PM LAST SAVED BY: SFARMARTINO
SKIMMER BASIN #2
SKIMMER BASIN #3

Practice Standards and Specifications
6.62
Definition
A temporary sediment control measure consisting of fabric buried at the
0
P az'y g
bottom, stretched, and supported by posts.
Purpose
To retain sediment from small disturbed areas by reducing the velocity of
sheet flows to allow sediment deposition.
Conditions WhereBelow
small -disturbed areas that are less then''/a acre per 100 feet of fence.
Practice Applies
Where runoff can be stored behind the sediment fence without damaging the
fence or the submerged area behind the fence.
Do not install sediment fences across streams, ditches, or waterways, or
other areas of concentrated flow.
Sediment fence should be placed along topographic elevation contours, where
it can intercept stormwater runoff that is in dispersed sheet flow. Sediment
fence should not be used alone below graded slopes greater than 10 feet in
height.
Planning
A sediment fence is a system to retain sediment on the construction site. The
Considerations
fence retains sediment primarily by retarding flow and promoting deposition.
In operation, generally the fence becomes clogged with fine particles, which
reduce the flow rate. This causes a and to develop behind the fence. The
P P
designer should anticipate ponding and provide sufficient storage areas and
overflow outlets to prevent flows from overtopping the fence. Since sediment
fences are not designed to withstand high water levels, locate them so that
only shallow pools can form. Tic the ends of a sediment fence into higher
ground to prevent flow around the end of the fence before the pool reaches
design level. Curling each end of the fence uphill in a "J" pattern may be
appropriate to prevent end flow. Provide stabilized outlets to protect the fence
system and release storm flows that exceed the design storm.
Deposition occurs as the storage pool forms behind the fence. The designer can
direct flows to specified deposition areas through appropriate positioning of
the fence or by providing an excavated area behind the fence. Plan deposition
areas at accessible points to promote routine cleanout and maintenance. Show
deposition areas in the erosion and sedimentation control plan. A sediment
fence acts as a diversion if placed slightly off the contour. Amaximum slope
of 2 percent is recommended. This technique may be used to control shallow,
uniform flows from small disturbed areas and to deliver sediment -laden water
to deposition areas. The anchoring of the toe of the fence should be reinforced
with 12 inches of NC DOT #5 or #57 washed stone when flow will run parallel
to the toe of the fence.
Sediment fences serve no function along ridges or near drainage divides where
there is little movement of water. Confining or diverting runoff unnecessarily
with a sediment fence may create erosion and sedimentation problems that
would not otherwise occur.
Rev. 5113 6.62.1
PLAN VIEW
Straw barriers have only a 0-20%trapping efficiency and are inadequate. Straw
bales may notbeused inplace ofsediment fence. Prefabricated sediment fence
with the fabric already stapled to thin wooden posts does not meet minimum
standards specified later in this section.
Anchoring of sedimentfence is critical. The toe of the fabric mustbe anchored
in a trench backfilled with compacted earth. Mechanical compaction must be
provided in order for the fence to effectively pond runoff.
Design Criteria
Ensure that drainage area is no greater than %a acre per 100 feet of fence. This
is the maximum drainage area when the slope is less than 2 percent. Where
all runoff is to be stored behind the fence, ensure that the maximum slope
length behind a sediment fence does not exceed the specifications shown in
Table 6.62a. The shorter slope length allowed for steeper slopes will greatly
reduce the maximum drainage area. For example, a 10 20 % slope may have
a maximum slope length of 25 feet. For a 100-foot length of sediment fence,
the drainage area would be 25ftX 100ft- 2500sq.ft., or 0.06 acres.
Table 6.62a Maximum
Slope Slope Length (ft) Maximum Area ff)
Slope Length and Slope for
<2% 100 10,000
which Sediment Fence is
2 to 5% 75 7,500
Applicable
5 to 10% 50 5,000
0
10 to 20 /0 25 2,500
0
20% 15 1 500
Make the fence stable for the 10-year peak storm runoff.
Ensure that the depth of impounded water does not exceed 1.5. feet at any point
along the fence.
If non -erosive outlets are provided, slope length may be increased beyond
that shown in Table 6.62a, but runoff from the area should be determined and
bypass capacity and erosion potential along the fence must be checked. The
velocity of the flow at the outlet or along the fence should be in keeping with
Table 8.05d, Appendix 8.05.
Provide a ri ra splash ad or other outlet protection device for an point
riprap p p P Y
where flow may overtop the sediment fence, such as natural depressions or
swales. Ensure that the maximum height of the fence at a protected, reinforced
outlet does not exceed 2 feet and that support post spacing does not exceed 4
feet.
The design life of a synthetic sediment fence should be 6 months.
Construction
MATERIALS
Specifications
1. Use a synthetic filter fabric of at least 95% by weight of polyclefins or
polyester, which is certified by the manufacturer or supplier as conforming to
the requirements in ASTM D 6461, which is shown in part in Table 6.62b.
Synthetic filter fabric should contain ultraviolet ray inhibitors and stabilizers
to provide a minimum of 6 months of expected usable construction life at a
temperature range of 0 to 120' F.
6.62.2
SECTION
Table 6.1 Oa
Temporary Seeding
Recommendations for Late
Winter and Early Spring
Table 6.10b
Temporary Seeding
Recommendations for
Summer
Species Rate (IWacre)
Rye (grain) 120
Annual laspedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
[Omit annual aspedeza when duration of temporary cover is not to
extend beyond June_
Seeding dates
Maur lairshbove 2500 feet Feb. 15 -May 15
Below 2500 feet Feb. I- May 1
Redmont-tar- 1 - May 1
Coastal Plain -Dec- t -Apr IS
Soil amendments
Fallow recommendations of soil tests or apply 2,000 Iblacre ground
agricultural limestone and 7501Wacr , 10-10-10 fertilizer.
Mulch
Apply 4,000Ibfacre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool Adisk with blades set nearly straightcan be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion orother damage.
Seeding mixture
Species Rate (IWacre)
German millet 40
In the Piedmont and Mountains, a small -stemmed Sudargrass maybe
substituted at a rate of 50 IWacre.
Seeding dates
Mountains -May 15 - Aug. 15
piedmont -May 1 -Aug. 15
Coastal Plain -Apr. 15-Aug.15
Soil amendments
Follow recommendations of soil tests or apply 2,000 Ib)acre ground
agricultural limestone and 750 Iblacre 10-10-10 fertilizer.
Mulch
Apply 4,0001Wacre straw. Anchor straw bytacking with asphalt, netting,
or a mulch anchoring tool A diskwith blades set nearly straightcan be
need as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, nefertilize and mulch
immediately following erosion or other damage,
LAST REVISED
MAY 2013
<0% SLOPE>
NCDENR
STANDARD
DETAIL
GEOTEXTILE
SECTION Y-Y
D
<0% SLOPE>
L
SECTION Z-Z GEOTEXTILE
RIP RAP
APRON
PIPE
INITIAL
TERMINAL
DIA
THICK.
LENGTH
WIDTH
WIDTH
OUTLET
Pd
SIZE
d
L
Wi
W
NO.
(IN)
(d50)
(IN)
(FT)
(FT)
(FT)
A10
24
0.4
7.2
12
6
14
B10
24
0.4
1 7.2
12
1 6
14
LAST REVISED
MARCH 2O13
)URCEBOX RIPRAP APRON
BOHLER N.T.S.
DETAIL
*SEE GRADING PLAN FOR OUTLET INFORMATION*
Rev. 5113
Table 6.tOc
Temporary Seedtng
Recommendations for Fall
Practice Standards and Specifications
2. Ensure that posts for sediment fences are 1.25 lbilinear ft minunum
steel with a minimum length of 5 feet, Make sure that steel posts have
projections to facilitate fastening the fabric.
3. For reinforcement of standard strength filter fabric; use wire fence with a
minimum 14 gauge and a maximum mesh spacing of 6 inches.
Table 6.62b Specifications For Sediment Fence Fabric
Temporary Silt Fence Material Property Requirements
Supported'
PP
Un-Su orted Type of
PP YP
Test Material Units Silt Fence
Silt Fence Value
Grab Strength ASTM D 4632 N (lbs)
Machine Direction 400
550 MARV
(90)
(90)
X-Machine Direction 400
450 MARV
(90)
(90)
Permittivity2 ASTM D 4491 sec-1 0.05
0.05 MARV
Apparent Opening Size2 ASTM ❑4751 mm 0.60
0.60 Max. ARV'
(US Sieve #) (30)
(80)
% 70 % after
Ultraviolet StabilityASTM D 4355 Retained
500 of exposure
h P
70% after
Typical
500h of exposure Y P
xP
Strength
' Silt Fence support shall consist of 14 gage steel wire with a mesh spacing of 150 mm (6 inches), or prefabricated poylmer mesh of
equivalent strength.
z These default values are based on empirical evidence with a variety of sediment.. For environmentally
sensitive areas, a review of
previous experience and/or site or regionally specific geotextile tests in accordance with Test Method D 5141 shouldbe performed
by the agency to confirm suitability of these requirements.
'As measured in accordance with Test Method D 4632.
CONSTRUCTION
1. Construct the sediment barrier of standard strength or extra strength
synthetic filter fabrics.
2. Ensure that the height of the sediment fence does not exceed 24 inches
above the ground surface. (Higher fences may impound volumes of water
sufficient to cause failure of the structure.)
3. Construct the filter fabric from a continuous roll cut to the length of the
barrier to avoid joints. When jointsare necessary, securely fasten the filter
cloth only at support post with 4 feet minimum overlap to the next post.
4. Support standard strength filter fabric by wire mesh fastened securely to
the upslope side of the pasts. Extend the wire mesh support to the bottom of
the trench. Fasten the wire reinforcement, then fabric on the upslopeside of
the fence post. Wire or plastic zip ties should have minimum 50 pound tensile
strength.
5. When a wire mesh support fence is used, space posts a maximum of 8 feet
apart. Support posts should be driven securely into the ground a minimum of
24 inches.
6. Extra strength filter fabric with 6 feet post spacing does not require wire
mesh support fence. Securely fasten the filter fabric directly to posts. Wire or
plastic zip ties should have minimum 50 pound tensile strength.
Rev. 5/13
Species Rate (Iblacre)
Rye (grain) 120
Seeding dates
Mourtains--Aug. 15 - Dec- 15
Coastal Plain and Piedmont -Aug. 15 - Dec. 30
Sail amendments
Fallow soil tests OF apply 2,000 Iblacre ground agricultural limestone
and 1,000 blacre M-10-10fertilver.
Mulch
Apply 4,0001blacre straw- Anchor straw by tacki ng with asphalt, netting,
OF a mulch anchoring tool. A disk with blades set nearly straightcan be
used as a mulch anchoring tool.
Maintenance
Repair and refenilize damaged areas immediately. Topdress with 50
Iblacre of nitrogen in March. If R is necessary to extent temporary
cover beyond Jura 15, overseed with 50 IWacre Kobe (Piedmont and
Coastal Plain) or Korean (Mountains) lespedeza in late February or
early March.
PLANT SELEC7"ON
Select an appropriate species or species mixture from Tab1c 6.19a. for seeding
in late winter and early spring, Table 6.1 ob for summer, and Table 6- lot! for
fall.
In the Mountains, December and January sccdings have poor chances of
success. When it is necessary to plant at these times, use recommendations
for fall and a securely tacked mulch -
SEEDING
Evenly apply seed using a cyclone seeder( broadcast), drill, cultipackcr. seeder,
or hydmseeder Use. seeding rates given in Tables 6-Ma-6.10c_ 6madcast
seeding and hydrosceding arc appropriate for steep slopes where equipment
cannot be driven. Hand broadcasting is not rmommvrided because of the
difficult) in achievinge uniform distribution.
Small grains should be planted no more than I inch deep, and grasses and
legumes no mom than V2 inch_ Broadcast seed must he coTcredby raking
or chain dmi in and then li hlly firmed with a rcllcr or culti ackcr.
� g, g . p
Hydrosecded mixtures should include a wood fiber {'col lulose) mulch_
NOTES:
1. BARE/FIL SLOPES IN EXCESS OF 10 FEET IN HEIGHT
AND WITHIN 30 FEET OF SURFACE WATERS SHALL BE
MATTED PER APPROVED 401 PERMIT.
TEMPORARY SEEDING SPECIFICATIONS
N.T.S.
#57 WASHED STONE
NOTE: o
SILT FENCE FABRIC TO OVERLAP o 0
HARDWARE CLOTH BY 12 INCHES ° °
O o:1 Ste`
STEEL FENCE POST a °
WIRE FENCE SILT FENCE FABRIC
HARDWARE CLOTH ON WIRE FENCE
LTER OF 1 INCH DIAMETER
57 WASHED STONE
)W DIRECTION ° 18"
GRADE Ir- STEEL FENCE POST SET
iIA-nicer r`i �rii I \I nvILAI ILA n CCCT AO AO T-�
6.62.4
6.6'23
7. Excavate a trench approximately 4 inches wide and 8 inches deep along
the proposed line of posts and upslope from the barrier (Figure 6.62a).
8. Place 12 inches of the fabric along the bottom and side of the trench.
9 Backfill the trench with soil laced over the filter fabric and compact.
P P
Thorough compaction of the backfill is critical to silt fence performance.
10. Do not attach filter fabric to existing trees.
SEDIMENT FENCE INSTALLATION USING THE SLICING METHOD
Instead of excavating a trench, placing fabric and then b.ackfilling trench,
sediment fence may be installed using specially designed equipment that
inserts the fabric into a cut sliced in the ground with a disc (Figure 6.62b).
Installation 1. 'fhe base of both end posts should be at least one foot higher than the
ddle of the fence. Check with a level if necessary.
Specifications co
2. Install posts 4 feet apart in critical areas and 6 feet apart on standard
applications.
3. Install posts 2 feet deep on the downstream side of the silt fence, and
as close as possible to the fabric, enabling posts to support the fabric from
upstream water pressure.
4. Install posts with the nipples facie away from the silt fabric.
P PP g y
5. Attach the fabric to each post with three ties, all spaced within the top 8
inches of the fabric. Attach each tie diagonally 45 degrees through the fabric,
with each puncture at least 1 inch vertically apart. Also, each tie should be
positioned to hang on a post nipple when tightened to prevent sagging.
6. Wrap approximately 6 inches of fabric around the end posts and secure
with 3 ties.
7. No more than 24 inches of a 36 inch fabric is allowed above ground
level.
S. The installation should be checked and corrected for any deviations before
compaction.
9. Compaction is vitally important for effective results. 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 square inch. Compact the
upstream side first, and then each side twice for a total of 4 trips.
Rev. 5/13
NOTES:
1. CHECK DAM MAY BE USED IN SLOPING DITCHES OR
MAINTENANCE NOTES:
CHANNELS TO SLOW VELOCITY OR TO CREATE
1. INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH MAJOR
SEDIMENT TRAPS.
RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR
2. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS
OTHER DEBRIS THAT COULD CLOG CHANNEL WHEN NEEDED.
PLACES THE TOE OF THE UPSTREAM DAM AT THE SAME
2. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE CHECK DAM AND EROSION FROM
ELEVATIONS AS THE DOWNSTREAM DAM.
HIGH FLOWS AROUND EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY.
3. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE
TO CHANNEL VEGETATION, ALLOW CHANNEL TO DRAIN THROUGH CHECK DAM, AND
PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES AS
NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
CLASS B EROSION
L=THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION CONTROL STONE
A B
#57 WASHED STONE ?• J
L
- -rill'-1 I I-
4' TO 6'
9" MIN.
PROFILE VIEW CROSS SECTION
�( 1.5' MIN.
FILTER CLOTH l li
1..1=
PLAN VIEW
SOURCE BOX �D ROCK CHECK DAM
LAST REVISED: BOHLER
DETAIL
ECEMBER 2014
SIDE VIEW
HARDWARE CLOTH
ON WIRE FENCE
PLAN VIEW
STEEL FENCE POST
FRONT VIEW AND SILT FENCE FABRIC 6^INCHES INTO
THE TRENCH
STANDARD SILT FENCE OUTLET
GENERAL NOTES:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING
THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND
SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE
PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH ARE MESH HARDWARE CLOTH.
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP,
MIDDLE, AND BOTTOM. PLACING A 2-FOOT FLAP OF THE WIRE
MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE) ON A 2:1
SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND
SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN
STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND
ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH
GROUNDCOVER.
Practice Standards and Specifications
8' max. standard strength fabric with wire fence
6' max. extra strength fabric without wire fence
,•-,ram}�
5teel . a
post
24"
Steel
post
Wire
I#t„
Plastic, or
wire ties
18 24 >
N
Natural
ground
24"
Figure 6.62a Installation detail of a sediment fence.
Rev, 5113
8' down h 4-
forwar4-
forward,alq
the tr.%ng
Filter TfulbrIc
Cross -Section
View
Filter
fabric Back-hIl trench
f and compact
Natural
r
ground
/tFtorougFtly
Y
4.
upslope
milt• ••.
•� • ; � min
�.�•
�••�.Vr�:a.
6.62.5
DEPTH
FLOW LINE LINED TO PREVENT EROSION
FLOW LINE LINED TO PREVENT (SEE TABLE IN THIS DETAIL)
EROSION
NOTES:
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. TOP OF BERM ELEVATION SHALL BE
NO LESS THAN 1 FOOT HIGHER THAN RECEIVING SKIMMER SEDIMENT BASIN SPILLWAY AND/OR RISER TOP ELEVATION.
3. DIVERSION DITCHES/BERMS MUST BE IMMEDIATELY STABILIZED TO PREVENT EROSION AND TRANSPORT OF SEDIMENT.
4. FOLLOW 02300 EARTHWORK SPECIFICATION.
5. DIVERSION DITCHES AS RELATED TO THE SEDIMENT AND EROSION CONTROL MEASURES SHALL BE MATTED AND/OR
STABILIZED TO REDUCE SEDIMENT LOSS AND TURBIDITY INCLUDING INTERIOR/EXTERIOR SLOPES OF SEDIMENT BASINS
PER APPROVED 401 PERMIT.
MAINTENANCE NOTES:
1. INSPECT DIVERSION DIKES ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW
AREA AND REPAIR THE DIKE.
2. CHECK INLETS, AND MAKE TIMELY REPAIRS AS NEEDED TO AVOID GULLY FORMATION. WHEN THE AREA ABOVE THE
TEMPORARY DIVERSION DIKE IS PERMANENTLY STABILIZED, REMOVE THE DIKE, AND FILL AND STABILIZE THE CHANNEL
TO BLEND WITH THE NATURAL SURFACE.
LAST REVISED: WAL-MART DD# DIVERSION DIKE
REVISED N.T.S.
NCDOT #5
WASHED
NCDOT #5
WASHED
4' MAX. -
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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.: FLB190107
DRAWN BY: TGH
CHECKED BY: APL
DATE: 08/27/19
SCALE: AS NOTED
CAD 1. D.: SDP
PROJECT:
CAMBRIDGE
E
VILLAGE
MULTIFAMILY
FOR
NORTH PI LO"T KNO13
ROADS �L�LC
LOCATION OF SITE
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY
lml
0 00 � ���
ENGINEERING NC, P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
[e-mail]
\\\t\ttllltlflll//
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047366 0
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rSHEET TITLE:
&SCE DETAILS
SHEET NUMBER:
C`9 ®6
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\FLB190107-SDP-O.DWG PRINTED BY: SFARMARTINO 12.23.19 @ 2:11 PM LAST SAVED BY: SFARMARTINO

\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\FLB190107-SDP-O.DWG PRINTED BY: SFARMARTINO 12.23.19 @ 2:11 PM LAST SAVED BY: SFARMARTINO

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization PermanentStabiliaatlon
* Ternperary grass seed covered with straw or * Perrnanent grass sued covered with straw or
other mulches a ncl tackifiers other mulches and tackifiers
a Hydresee dirig @ Geote0lle fabrics such as permanent soil
t Rolled erasion control products with or re1nforc.ernent niattinz,
without temporary grass seed • Hydroseedi ng
* Appropriately applied straw or other mulch • Shrulas or other perrnanent plantings covered
* P I a st ic sheeti ng w1Lhrrlul01
Uniform and evenly distri1buted grOtind cover
sufficient to restrain erosion
. Structural methods such as concrete, asphalt or
retaining galls
• RnIled erc,sicin rant,-ol products with Ora%s .s�!€5�I
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
-NORTH CAROLNA
'Environmental Quality
o o r-SANOHAW f7YPJ
CLEANLY HARM SDDMGE
PASHWr
NITRIC DEVICE (W)CLY NW
�W:,;1
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
SECTTM A -A
LLOCATION METOMIMEM 1N ri"
P. THE ATE VAS M STRtCTUIEt ON"
ME MAINTAINED WHEN THE LDMID ANNIM
SAID REACHES 7IX OF THE STRUCTURES
3ZMEIIETE WASHOUT STRUCTURE NEEDS M ME
CLEARY MARKED WITH STORAGE NOTING DEVICE.
APLES
,4"4
TID,
IL
SECTION B_H�
(iYP.)
DR STAPLES
IMma
L ACTUAL LOCATION DETERMINED IN
CLEANLY "AWED SIONAGE
FIELD
NOTING DEVICE CISIPM41 HDO
P. THE CONCRETE WASHOUT
STRUCTURES SHALL ME MAINTAINED
WHEN THE LIOUD ANM/OR SOLID
RiACES 73X rF THE STRUCTURES
CAPACITY TI PROVIDE ADEMUMTE
HOLDING CAPACITY WITH A ROmRMN
ELAN
12 INCHES TF FREEIGAI S,
&CO C ETE WASHOUT STRUCTURE
NEEDS TO DE C.EA RY NARIED WITH
SIGNAGE NOTING DEVICE.
ABOVE GRADE WASHOUT
HOT TD SCALE
STRUCTURE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: O4/01/19
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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.: FLB190107
DRAWN BY: TGH
CHECKED BY: APL
DATE: 08/27/19
SCALE: AS NOTED
CAD I.D.: SDP
PROJECT:
CAMBRIDGE
VILLAGE
MULTIFAMILY
FOR
NORTH PILOT KNOB
ROAD, LLC
LOCATION OF SITE
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY
00 Z �JE TDI�
• ]ENGHNlEIEIRHNG NC, P LILC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
NC@)30hierEng.com ,
o' 'o
SEAL -
047366
oFG00o N 000I NE�,00
o000000
SHEET TITLE:
E&SCE DETAILS
SHEET NUMBER:
C-1,1909
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\FLB190107-SDP-O.DWG PRINTED BY: SFARMARTINO 12.23.19 @ 2:11 PM LAST SAVED BY: SFARMARTINO

\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\FLB190107-SDP-O.DWG PRINTED BY: SFARMARTINO 12.23.19 @ 2:12 PM LAST SAVED BY: SFARMARTINO

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INCHES PER HOUR OR LESS.
SECTION A -A
ANTI -SEEP CO][,][,AR
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BTM OF FOREBAY: 784.00
BTM OF SEDIMENT STORAGE: 783.00
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AT TOP OF RISER STRUCTURE
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D PIPE
HICK STRIPES AT V INTERVALS
CK RED STRIPE AT T DEPTH MARKER
BOTTOM OF FOI
SEDIMENT DEPTH MARKER
NOT TO SCALE
C•
24"x8" SECON
OF
FRONT VIEW
(RASH RACK TO OUTLET
ROL STRUCTURE WITH
SO CAGE CAN BE LIFTED
AINTENANCE SCREW TYPE PLUG
6"
6" PVC PIPE AND TEE
TXY OPENINGS
PERMANENT POOL
SECONDARY ORIFICE TRASH RACK
12"
PVC CAP WITH 1.5" ORIFICE HOLE
DRILLED INTO BOTTOM CAP
NOTES:
1. DRAW DOWN ASSEMBLY SHALL NOT BE INSTALLED UNTIL WET DETENTION BASIN IS
STABILIZED.
DRAWDOWN ASSEMBLY
NOT TO SCALE NOT TO SCALE
TOP OF POND = 792.0'
-------------------- - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
DRAINAGE STRUCTURE STEPS (NCDOT
FABRICATED ALUMINUM BAR
FABRICATED ALUMINUM BAR GRATE
^ STD 840.66) INSIDE AND OUTSIDE OF
_ _ _ _—.—.—_ _
GRATE TRASH RACK WITH
TRASH RACK WITH 5UM OPENINGS
STRUCTURE SPACED V VERTICALLY (TYP)
YXY OPENINGS
24"x8" SECONDARY ORIFICE
/
\
ELEV = 788.50'
L
TOP OF RISER = 790.5'
24" 0-RING OUTLET CULVERT
SECONDARY CONTROL ORIFICE
ELEV = 787.50'
—
SECONDARY ORIFICE
4'X4' (INT. DIMS) OUTLET
TRASH RACK
PERMANENT WATER QUALITY
CONTROL STRUCTURE
ORIFICE
PERMANENT POOL=787.50'
6"PVCDRAWDOWNASSEMBLY
-----_
WITH 1.5" WATER QUALITY ORIFICE
0-RING OUTLET CULVERT
ELEV. = 787.50'
WITH ANTI -SEEP COLLARS.
5'X5'X0.5' CONCRETE BALLAST PAD
COMPACT FILL UNDER PIPE
(INCLUDING PRECAST BOX WALLS
6" PVC DRAWDOWN ASSEMBLY
PER GEOTECH REPORT.
AND BOTTOM SLAB, FILL BOTTOM
WITH 1.5" ORIFICE DRILLED IN
NOTES:
OF STRUCTURE WITH CONCRETE
CAP AT BOTTOM
SEE NCDOT SPECIFICATION SECTION 840 FOR OUTLET
AND PROVIDE SMOOTH FINISH AT
STRUCTURE BOX, GRATE, REINFORCING, ETC.
INVERT OF STRUCTURE)
WET POND #1 OUTLET CONTROL STRUCTURE DETAIL
CONCRETE TO BE MIN. 4,000 PSI COMPRESSIVE
SALL TRENGTH
NTS
CONVERT HOLE USED WITH SKIMMER DURING EROSION
CONTROL TO PERMANENT WATER QUALITY ORIFICE
WITH WET POND WHERE POSSIBLE. IF NOT POSSIBLE,
SEAL AND GROUT FILL HOLE USED FOR SKIMMER.
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BTM OF POND: 782.0
BTM OF SEDIMENT STORAGE: 781.0
(BTM SEDIMENT STORAGE NOT
REFLECTED IN PROP CONTOURS)
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REVISIONS
OF FOREBAY: 784.00
BTM OF SEDIMENT STORAGE: 783.00 REV DATE COMMENT BY
57 STM
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/I
PERMANENT POOL SURFACE—/
AREA = 5,852 SQ. FT. 1'll
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OTTOM OF SHELF: 787.(
IID POINT SHELF: 787.50
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-3:1 SLOPES ABOVE VEGETATED SHELF
00
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TOP OF RISER STRUCTURE = 790.5�
V 100-YR STORM ELEV = 790.56'
op
—
SEDIMENT DEPTH
-
_
— -MARKER
v 25-YR STORM ELEV = 789.99'
—
10-YR STORM ELEV = 789.59'
2-YR STORM ELEV = 788.92'
TEMPORARY POOL (WQV) -- 788.50'
TOP SHELF = 788.00�
—
-
6' WIDE, 6:1 VEGETATED SHELF
SHELF
MIDPOINT ELEVATION: 787.50�
�FOREB Y (TYP�
OF B TH)
INFLOW
PIPE INVERT = 785.39' (A10)J
2:1 SLOPES UNDER PERMANENT POOL
BOTTOM FOREBAY = 784.0'
BOTTOM SEDIMENT STORAGE ENTRANCE= 782.0'
BOTTOM SEDIMENT STORAGE FOREBAY EXIT =
y PERMANENT POOL = 787.50'
—TOP OF FOREBAY BERM = 787.50'
PUMP TO DRAIN IF —
NECESSARY FOR POND
MAINTENANCE
BOTTOM SHELF = 787
STM \ \ \ \
A-20
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: FLB190107
DRAWN BY: TGH
` HG \` `\\ CHECKED BY: APL
DATE: 08/27/19
SCALE: AS NOTED
CAD 1. D.: SW-0
\ 1
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V EMERGENCY SPILLWAY ELEV = 791.0'
LINED WITH 18" THICK CLASS A RIP -RAP
0-RING OUTFLOW
CULVERT TO RIP -RAP
DISCHARGE POINT
—COMPACT FILL UNDER OUTLET PIPE
PER GEOTECHNICAL REPORT
ANTI -SEEP COLLARS (REFER TO
DETAIL ON SAME PAGE)
2:1 SLOPES UNDER
PERMANENT POOL
BOTTOM POND = 782.0'
SEDIMENT STORAGE = 781.0'
PROJECT:
CAMBRIDGE
VILLAGE
MULTIFAMILY
FOR
NORTH PILOT KNOB
ROAD, LLC
LOCATION OF SITE
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY
20 10 5 0 20
1 "= 20'
GENERAL NOTES:
1. BOTTOM OF POND AND BOTTOM OF FOREBAY
GRADES SHOWN IN PLAN VIEW DO NOT REFLECT
SEDIMENT STORAGE ELEVATIONS CONTOURS.
JD
ENGINEERING NC, PLLC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, INC 28203
Phone: [phone]
Fax: [phone]
NC@)3ohlerEng.com
\\\\III IIIIII
a�Q
SEAL -
047366 a
LNG I NEB
o
SHEET TITLE:
WET POND
DETAILS
SHEET NUMBER:
C-911
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\NCC172159 - SWO.DWG PRINTED BY: SFARMARTINO 12.23.19 @ 2:26 PM LAST SAVED BY: SFARMARTINO
WET POND I ACROSS SECTION
NTS (10:1 VERTICAL EXAGGERATION)
AFTER STABILIZATION BUT PRIOR TO PAVING, POND
TO BE DREDGED AND CONVERTED FROM SKIMMER
SEDIMENT BASIN TO PERMANENT WET POND.

PLAN VIEW
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WIDTH
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i
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ANTI -SEEP COLLAR.
CLASS B CONCRETE OR
COMPACTED CLAY WITH
INFILTRATION RATE OF 0.01
INCHES PER HOUR OR LESS. SECTION A -A
ANTI -SEEP CO][,][,AR
24N1
SECONDAF
ORIFIC
24N1
SECONDAF
ORIFIC
NTS
FRONT VIEW
(RASH RACK TO OUTLET
ROL STRUCTURE WITH
AT TOP OF RISER STRUCTURE
PIPE
HICK STRIPES AT V INTERVALS
CK RED STRIPE AT T DEPTH MARKER
BOTTOM OF FOI
SEDIMENT DEPTH MARKER
ER
NOT TO SCALE
SO CAGE CAN BE LIFTED
AINTENANCE SCREW TYPE PLUG
6"
6" PVC PIPE AND TEE
3"X3"OPENINGS --PERMANENT POOL
SECONDARY ORIFICE TRASH RACK
NOT TO SCALE NOT TO SCALE
12"
PVC CAP WITH 2.5" ORIFICE
DRILLED INTO BOTTOM CAP
NOTES:
1. DRAW DOWN ASSEMBLY SHALL NOT BE INSTALLED UNTIL WET DETENTION BASIN IS
STABILIZED.
DRA WDOWN ASSEMBLY
TOP OF POND = 783.0'
FABRICATED ALUMINUM BAR GRATE DRAINAGE STRUCTURE STEPS (NCDOT FABRICATED ALUMINUM BAR
TRASH RACK WITH 5"X5"OPENINGS STD 840.66) INSIDE AND OUTSIDE OF __ , GRATE TRASH RACK WITH
STRUCTURE SPACED V VERTICALLY (TYP) i YXY OPENINGS
/ � I
/ TOP OF RISER = 781.00'
24N12" SECONDARY ORIFICE 1�
ELEV = 777.25'
4'X4' (INT. DIMS) OUTLET
CONTROLSTRUCTURE�
6" PVC DRAWDOWN ASSEMBLY_
WITH 2.5" WATER QUALITY ORIFICE
ELEV. = 776.5'
5'X5'X1.5' CONCRETE BALLAST PAD_
(INCLUDING PRECAST BOX WALLS
--------------
24"xl2" SECONDARY ORIFICE _
ELEV = 778.5'
SECONDARY ORIFICE
TRASH RACK
PERMANENT POOL = 776.5- -
24" 0-RING OUTLET CULVERT I r <.;z:;;,'.?'
r• : �.,..:. r.
ELEV = 776.5' 6" PVC DRAWDOWN ASSEMBLY
SECONDARY CONTROL ORIFICE
PERMANENT WATER QUALITY
ORIFICE
0-RING OUTLET CULVERT
=:::�:_--WITH ANTI -SEEP COLLARS.
COMPACT FILL UNDER PIPE
PER GEOTECH REPORT.
AND BOTTOM SLAB, FILL BOTTOM
WITH 2.5" ORIFICE DRILLED IN
NOTES:
OF STRUCTURE WITH CONCRETE
CAP AT BOTTOM
SEE NCDOT SPECIFICATION SECTION 840 FOR OUTLET
AND PROVIDE SMOOTH FINISH AT
STRUCTURE BOX, GRATE, REINFORCING, ETC.
INVERT OF STRUCTURE)
POND CONTROL
L STRUCTURE ��TAILSTRENGTH.
IVE���
ALL CONCRETE TO BE MIN. 4,000 PSI COMPRESS
a
6�U
NTS
CONVERT HOLE USED WITH SKIMMER DURING EROSION
CONTROL TO PERMANENT WATER QUALITY ORIFICE
WITH WET POND WHERE POSSIBLE. IF NOT POSSIBLE,
SEAL AND GROUT FILL HOLE USED FOR SKIMMER.
/ / a
V
/ Sr ,
GIS
' .. V •a a to • / ; /'
/' a•. /'' / / I '////
PATIO
O
/ f
IN
p i
\ / / '','' �,''' �\ ♦�`\\\ \'�� \\ `\ ` \ \ EXISTING STORMW TA ER � `
'EASEMENT / \R \ --- `-------- -- `
6:1 SAFETY SHELF / - A80
MIDDLE OF SHELF: 776. 1
'STM
Rp
l
���
♦�
/ ' s
/
PROP-QA�AGE WI
'RKING SPACES
/
/
/
/
/
/
/
/
/
,-PA
8 STORAGE SPAC
/ I
/
/ I
1
1
/
1
/ '
/
/ 1
1
"-
STM
i
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B-30
w / /
-------------- ---- -_-_- - - - _ \ \\ \ \`\ \, 1\ _ -_-_-_ _ - - - 11' I G 776.50 BUILDING 5
TYPE 334
♦ ♦ \ , ,, ,�_". . . . ` \-------------------- ---- - - - - _ - ____
♦ \ 1 _
PROP RETAINING WALL
--- ------ 1`. - �� --- 777 -_- --- - - - - --- - (BY OTHERS) F 10,3 00 SF
�i
_
28
j /'' /-,_.�_��----- >>, - �_` __' -------------------- ---- - " _,_----- 780 - 779 -- - - ---- - - - - r UNITS)
C-43
EXISTING STORMWATER I�g _ - ------------- --- _-'" _---------- 781 --- --- --- -- ----- - - - _ PROP 48" MH =_---
---- - --------- _ INV IN 777 6
/ - - - -
' / ----- EASEMENT ------ _ 4 2 ( --- -
'" /�__ - -------------- ------ --- 783 ----------- ------ -- - - - - --- INV OUT 777.64 24") --- ------
782
` ` ` ` ` _
,8 �8?RIM 788.23
6:1 SAFETY SHELF _ ---- -- ,-'-- ------ - ----- -- _--------- ------------ =
190
MIDDLE OF SHELF: 776.5 ``�\ _ - -- --- - -- - - - -
--JJ'' -- URFACE AREA IN PERMANENT POOL =6,548 SQ. FT. \�` ---LO
-
/ ,\
------------
r' E(iD _t \ ---- - -
-----��[S�PROP - - _ _ -
24" HDPE \
MH
-- 9) \
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REVISIONS
REV DATE COMMENT BY
- - - - INV IN 774.90 (24") \ �_---' BTM OF POND: 774.0 - '
INV OUT 774.90 (24") - - __, _ BTM OF SEDIMENT STORAGE: 773.0 _ - - ; ' N R
RIM 787.19-----------------------' - - - - - - �� ; ; ' NOT APPROVED ROVE D FO
BTM OF POND: 771.0 - / , ' ,/ '
\ � ' ' _ CONSTRUCTION
\ _ BTM OF SEDIMENT STORAGE: 770.0 '
---------- __-
`\ PROJECT No.: 90107
`----------------- ',
DRAWN BY: TGH
``---------'
---"' CHECKED BY: APL
------------'' < - --------------- -- AS
NOTED
--------------------------'' _-' '-�--------------
SCALE
----------- I - SWO
----------------------------------
CONCf�TE SUPPLY COMPAlL,
791 `\�421, PG 588
P%RCELI 0052
6' WIDE, 6:1 VEGETATED
1 SLOPES ABOVE VEGETATED SHELF
\-FOREB Y TYP
OF TH)
INFLOW
PIPE INVERT = 774.55' (B10)�
3:1 SLOPES UNDER
PERMANENT POOL
BOTTOM FOREBAY r 774.0'
BOTTOM SEDIMENT STORAGE ENTRANCE= 772.0'
BOTTOM SEDIMENT STORAGE FOREBAY EXIT =
-SEDIMENT DEPTH
MARKER 100-YR STORM ELEV = 781.86
25-YR STORM ELEV = 780.55
v 10-YR STORM ELEV = 779.71
L 2-YR STORM ELEV = 778.31'
V TEMPORARY POOL (WQV) = 777 25'
L PERMANENT POOL = 776.5'
TOP OF FOREBAY BERM = 776.60'
IC•lY•]�1•P►UE
zz
-w
W LU 3:1 SLOPES ABOVE PERMANENT POOL
o "
co 0
w TOP OF RISER STRUCTURE = 781.00'-\
=w
LL }
A a
0
PUMP TO DRAIN IF
NECESSARY FOR POND
MAINTENANCE
0-RING OUTFLOW
CULVERT TO RIP -RAP
DISCHARGE POINT
6' WIDE, 6:1 VEGETATED SHELF
_TOP OF SHELF: 777.0
BOTTOM OF SHELF: 776.0
`-COMPACT FILL UNDER OUTLET PIPE
PER GEOTECHNICAL REPORT
ANTI -SEEP COLLARS (REFER TO
DETAIL ON SAME PAGE)
2:1 SLOPES UNDER
PERMANENT POOL
BOTTOM POND = 771.0'
SEDIMENT STORAGE = 770.0'
30 15
7.5
0
30
1 "=
30'
GENERAL NOTES:
1. BOTTOM OF POND AND BOTTOM OF FOREBAY
GRADES SHOWN IN PLAN VIEW DO NOT REFLECT
SEDIMENT STORAGE ELEVATIONS CONTOURS.
PROJECT:
CAMBRIDGE
E
VILLAGE
MULTIFAMILY
�[]� FOR
NO]��[°H PI LOT KNOB
ROAD, LLC
LOCATION OF SITE
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
[e-mail]
\\\1111111111j//
° SEALo -
047366 %
o
G I Noo°o
I,IFI
rSHEET TITLE:
WET POND
DETAILS
SHEET NUMBER:
C-912
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\NCC172159 - SVW.DWG PRINTED BY: SFARMARTINO 12.23.19 @ 2:13 PM LAST SAVED BY: SFARMARTINO
WET POND 2 CROSS SECTION
NTS (10:1 VERTICAL EXAGGERATION)
AFTER STABILIZATION BUT PRIOR TO PAVING, POND
TO BE DREDGED AND CONVERTED FROM SKIMMER
SEDIMENT BASIN TO PERMANENT WET POND.