Proposed DaVita Dialysis Center - NCR172042 - Davita Bunn

© 2017 HERE © 2017 Microsoft Corporation
SHEET INDEX
SHEET TITLE SHEET NUMBER
COVER SHEET C-1.0
GENERAL NOTES C-1.1
ALTA SURVEY --
DEMOLITION PLAN C-2.0
SITE PLAN C-3.0
GRADING & DRAINAGE PLAN C-4.0
UTILITY PLAN C-5.0
EROSION & SEDIMENT CONTROL PHASE 1 C-6.0
EROSION AND SEDIMENT CONTROL PHASE 2 C-6.1
LANDSCAPE PLAN C-7.0
LIGHTING PLAN C-8.0
CONSTRUCTION DETAILS 1 D-1.0
CONSTRUCTION DETAILS 2 D-1.1
EROSION AND SEDIMENT CONTROL DETAILS D-2.0
LANDSCAPE DETAILS D-3.0
CONTACT INFORMATION
SCALE: N.T.S.
LOCATION OF SITE
565 SOUTH MAIN STREET, TOWN OF BUNN
PARCEL PIN: 008330
FRANKLIN COUNTY, NORTH CAROLINA
LOCATION MAP
CONTACT: WYATT BONE ([e-mail])
REFERENCES
BOUNDARY & TOPOGRAPHIC/ALTA SURVEY:
"ALTA/NSPS LAND TITLE SURVEY FOR DAVITA"
PREPARED BY: BOHLER ENGINEERING
PROJECT NO. NSR172042
DATED: 7/15/17
GEOTECHNICAL INVESTIGATION REPORT:
"GEOTECHICAL ENGINEERING REPORT: BUNN DIALYSIS SITE"
PREPARED BY: ECS SOUTHEAST, LLP
PROJECT NO. 06:23602
DATED:8/11/17
ENVIROMENTAL SITE ASSESSMENT REPORT:
"PHASE 1 ENVIRONMENTAL SITE ASSESSMENT REPORT, BUNN
DIALYSIS, 565 MAIN STREET, BUNN, FRANKLIN COUNTY, NORTH
CAROLINA 27508"
PREPARED BY: ECS SOUTH EAST, LLP
PROJECT NO. 49-4855
DATED:7/26/17
GOVERNING AGENCIES
TOWN OF BUNN
601 MAIN STREET
PO BOX 398
BUNN, NC 27508
[phone] (P)
KERR TAR COG
MICHAEL KELLY
1724 GRAHAM AVE.
HENDERSON, NC 27536
[phone] (P)
OWNER
JACQUELINE K. WESTER, THOMAS
G. WESTER & JANICE J. WHITFORD
3713 MARWICK CT.
WENDELL, NC 27591
DEVELOPER
DAVITA, INC.
2000 16TH STREET
DENVER, COLORADO
JAKE HERTZ
[e-mail]
FOR
DAVITA
¨
¨
PRELIMINARY SITE
PLANS
GENERAL NOTE:
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES.
PREPARED BY
NCBELS P-1132
4130 PARKLAKE AVE., SUITE 130
RALEIGH, NC 27612
Phone:[phone]
[e-mail]
TM
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2017\NCR172042\DRAWINGS\PLAN SETS\NCR172042SD0.DWG PRINTED BY: WSWARINGEN 10.31.17 @ 5:14 PM LAST SAVED BY: WSWARINGEN
NCR172042
WES
WLB
10/27/17
PRELIMINARY
SITE PLAN
DAVITA, INC.
565 S. MAIN ST.
BUNN, NC 27508
FRANKLIN COUNTY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone:[phone]
[e-mail] THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERINGSEAL
040241
WYA
TT L . B O N EE
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA10/31/17
N/A
SD0
C-1.0
COVER SHEET
¨
¨
¨
GENERAL NOTES:
CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR
IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE
REQUIREMENTS.
1.THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN:
·SURVEY - "ALTA/NSPS LAND TITLE SURVEY FOR DAVITA"
PREPARED BY: BOHLER ENGINEERING
PROJECT NUMBER: NSR172042
DATED: 7/15/17
·“GEOTECHNICAL REPORT - "GEOTECHNICAL ENGINEERING REPORT: BUNN DIALYSIS SITE
PREPARED BY: ECS SOUTHEAST, LLP
PROJECT NUMBER: 06:23602
DATED: 8/11/17
PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT HE/SHE HAS THE LATEST EDITION OF THE
DOCUMENTS REFERENCED ABOVE. THIS IS CONTRACTOR'S RESPONSIBILITY.
2.ALL ACCESSIBLE (A/K/A ADA) PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF
THE REQUIREMENTS OF THE “AMERICANS WITH DISABILITIES ACT” (ADA) CODE (42 U.S.C. § 12101 et seq. AND 42 U.S.C. § 4151
et seq.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, AND ANY AND ALL
AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED.
3.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND
APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS
RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND
APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN
OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES.
4.THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL
CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
5.ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND CONDITIONS OF APPROVAL,
AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS
OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT.
6.THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION
DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR
RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE
PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER,
IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS
AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK.
7.THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO
THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER
ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF
THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES.
8.ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES
EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR
WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS
PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING
CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK.
9.CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS “OF RECORD” FOR EXACT LOCATIONS AND
DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY
LOCATIONS.
10.PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL
REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO,
STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). CONTRACTOR
MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR
AMBIGUITIES WHICH EXIST.
11.DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID
WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES
WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR.
12.THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING
REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY
ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS
STRUCTURES AND PROPERTIES.
13.THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT,
STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL
CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE
STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO
REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE
PROJECT.
14.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR
PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT,
STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO,
REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE
ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED
DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR
EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION
EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN
CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES.
CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL
EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF
CONSTRUCTION.
15.ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS
UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT.
16.THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY
OR FOR THE CONSTRUCTION MEANs, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED
BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS
RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT
OF CONSTRUCTION.
17.THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN
RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S
SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY
JOB SITE SAFETY ISSUES, AT ANY TIME.
18.ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S
LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE
THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS,
OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS,
EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS
ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD
HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER
ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING
WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER
THE COMPLETION OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED UNDER
THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE
OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS,
SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND
SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE
DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES
OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN
ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL
CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN
WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE
HEREUNDER.
19.BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS
SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT
ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION
SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND/OR METHODS AND/OR TECHNIQUES
OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME
HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS
WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT
BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER
ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY
AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE
REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN
RECEIVED.
20.NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING
AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS,
PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND
ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL
CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION
MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING,
SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE
ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE
PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY
CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH
OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY.
BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL
INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN
NOTE 19 FOR JOB SITE SAFETY.
21.IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN,
WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE
WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL
COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD
HARMLESS THE ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN ACCORDANCE WITH PARAGRAPH 19
HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED
TO SAME.
22.CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS
PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S
PRICE.
23.ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY
APPROVED SUPPLEMENT.
24.ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR
CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR AND/OR OWNER FAIL BUILD OR
CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND
HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER
INCURS.
25.OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS
AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER
IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS
TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND
RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES
THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE.
26.ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE.
27.ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL
REGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS.
28.CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND
ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF
CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER
HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT
OF SAID FAILURE.
29.CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN
COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION
REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL
ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED
TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS
APPROPRIATE.
30.AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY
PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF
“PROFESSIONAL OPINION” REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL
KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE
STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED.
GENERAL DEMOLITION NOTES:
1.THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY:
"ALTA/NSPS LAND TITLE SURVEY FOR DAVITA"
PREPARED BY: BOHLER ENGINEERING
PROJECT NUMBER: NSR172042
DATED: 7/15/17
2.CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY
AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS
TO SAME.
3.BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE
SUPERVISION, OR ANYTHING RELATED TO SAME.
4.THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE
DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND
INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE
IMPROVEMENTS.
5.CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR
SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE
CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN
WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY
DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS
OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES,
REQUIREMENTS, STATUTES, ORDINANCES AND CODES.
6.PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO:
A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND
OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND
DEMOLITION WORK.
GENERAL GRADING & UTILITY NOTES
1.LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY
CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION.
SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY
THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST
IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE
LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS)
WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
2.CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT
LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC.
WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER
TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE
UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING
UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED
WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION.
3.IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT
NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR
TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND/OR
DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE
CODES, REGULATIONS, LAWS, RULES, STATUTES AND/OR ORDINANCES, IT IS THE CONTRACTOR'S SOLE
RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND/OR
DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT
ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO
COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE
AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME.
4.THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL
ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS
RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING
REMOVED/RELOCATED DURING SITE ACTIVITY.
5.THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND
IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE
PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES
AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY
COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND
CODES.
6.THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY
GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES.
7.CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR
EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND
EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST
COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO
ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT
INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND/OR
CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND
CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO
CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE
ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR
MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME.
8.WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY
COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES
REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE
APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING
CONSTRUCTION.
9.ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED
UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE
PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS.
10.SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE
RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR IS
RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN
THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE
GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION
REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS
PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS
TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE
RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES,
STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE
OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY
OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH
APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. EARTHWORK ACTIVITIES
INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE
RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS,
ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS
FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO.
11.ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE
RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED WITH THE APPLICABLE
UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL
AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND
CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL.
FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE.
12.THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS,
AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR
IS RESPONSIBLE FOR DETERMINING THE “MEANS AND METHODS” REQUIRED TO MEET THE INTENT AND PERFORMANCE
CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING
PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO
EXCAVATION AND TRENCHING PROCEDURES.
13.PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE
FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE
SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED.
14.THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS
NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS,
RULES, STATUTES, LAWS, ORDINANCES AND CODES.
15.DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST
MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED
LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY
INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT
ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE
COMPLETION OF WORK.
16.WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE,
THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER,
UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE
CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND
MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST
PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK.
17.THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY
INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75%
MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM
ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), TO PREVENT PONDING. CONTRACTOR MUST
IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC
SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION
WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER,
CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS,
INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME.
18.PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6” ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS
OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE. IT IS
CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO
INSTALLATION OF SAME.
19.REFER TO SITE PLAN FOR ADDITIONAL NOTES.
20.IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN
WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN
WRITING, OF ANY DISCREPANCIES AND/OR CONFLICTS.
21.CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF
SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO
ENGINEER AND OWNER PRIOR TO INITIATING WORK.
22.WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS,
ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS/FOUNDATION ELEVATIONS
ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL
DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSEE IN THE STATE WHERE THE
CONSTRUCTION OCCURS.
23.STORM DRAINAGE PIPE:
UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH
SILT TIGHT JOINTS. WHEN HIGH-DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST
CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT
TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED
OTHERWISE.
24.SANITARY SEWER PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE INDICATED OTHERWISE.
SANITARY LATERAL MUST BE PVC SCHEDULE 40 OR PVC SDR 26 UNLESS INDICATED, IN WRITING, OTHERWISE.
25.STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR
MANHOLES STRUCTURE TO CENTER OF STRUCTURE.
26.STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS
RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PLANS.
27.SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE
CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE, DUCTILE IRON OR OTHER
SUITABLE MATERIAL.
28.SEWERS CONVEYING SANITARY FLOW, COMBINED SANITARY AND STORMWATER FLOW, OR INDUSTRIAL FLOW MUST BE
SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION
IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE
BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH
JURISDICTION OVER SAME.
·WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN
CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF
AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE
LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES
UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED.
29.WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE
LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT-LINED
DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE
APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION.
30.CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING
SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY
AND/OR STATE DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF
COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME.
31.WHERE BASEMENTS ARE TO BE PROVIDED FOR PROPOSED DWELLING UNITS, THE DEVELOPER SHALL, BY BORING OR
BY TEST PIT, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED DWELLINGS. WHERE
GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA, BASEMENTS WILL NOT BE INSTALLED UNLESS SPECIAL
CONSTRUCTION METHODS ARE UTILIZED, TO BE REVIEWED AND APPROVED BY THE MUNICIPAL CONSTRUCTION CODE
OFFICIAL. IF AND WHERE SUMP PUMPS ARE INSTALLED, ALL DISCHARGES MUST BE CONNECTED TO THE STORM
SEWER. A CLEANOUT MUST BE PROVIDED PRIOR TO THE CONNECTION TO THE STORM DRAIN IN ORDER THAT
BLOCKAGES CAN BE ADDRESSED.
32.LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY.
33.CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE
NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER
THE PROPERTY.
ADA INSTRUCTIONS TO CONTRACTOR
CONTRACTORS SHALL EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAP)
ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST
COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS,
REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING
SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE
BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT
LIMITED TO THE FOLLOWING:
·PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION.
·CURB RAMPS - SLOPE SHALL NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET.
·LANDINGS - SHALL BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT
EXCEED 1:50 (2.0%) IN ANY DIRECTION.
·PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF
TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO
GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE.
WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), ADA RAMP REQUIREMENTS MUST BE ADHERED TO.
A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, SHALL BE PROVIDED. THE RAMP MUST HAVE
ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 (2.0%) IN
ANY DIRECTION 2.0% FOR POSITIVE DRAINAGE.
·DOORWAYS - MUST HAVE A “LEVEL” LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY
FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS
THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE
DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCED INCORPORATED BY COD.)
·WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF
OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING
ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS
FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR
MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT
DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE
COMMENCEMENT OF WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM
LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS.
·THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY
NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR
TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE
NON-CONFORMING CONCRETE.
IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL
BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION.
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2017\NCR172042\DRAWINGS\PLAN SETS\NCR172042SD0.DWG PRINTED BY: WSWARINGEN 10.31.17 @ 5:14 PM LAST SAVED BY: WSWARINGEN
NCR172042
WES
WLB
10/27/17
PRELIMINARY
SITE PLAN
DAVITA, INC.
565 S. MAIN ST.
BUNN, NC 27508
FRANKLIN COUNTY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone:[phone]
[e-mail] THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERINGSEAL
040241
WYA
TT L . B O N EE
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA10/31/17
N/A
SD0
C-1.1
GENERAL
NOTES
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S
5
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6
'
N03°38'46"E 64.81'S53°59'59"W28.73'BOHLER ENGINEERING- ALL RIGHTS RESERVED.THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF BOHLER ENGINEERING, IS PROHIBITED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR 1"=30'15'30'0'30'SITELOCATION MAPCOPYRIGHT 2013DELORME STREET ATLAS USA 2013SCALE: 1"=2000'DATETHOMAS E. TEABO, PLSNORTH CAROLINA PROFESSIONAL LAND SURVEYOR NO. L-3920FIELD DATEFILE NO.DATEDWG. NO.CREW CHIEFAPPROVEDSCALE1" = 30'OFREVIEWEDDRAWNALTA/NSPS LAND TITLE SURVEYwww.bohlerengineering.comBOSTON, MANEW YORK METROWARREN, NJPHILADELPHIA/SOUTHERN NJLEHIGH VALLEY, PAUPSTATE NEW YORK4130 PARKLAKE AVENUERALEIGH, NORTH CAROLINA 27612919.578.9000 - 919.703.2665 FAXSOUTHEASTERN PASOUTHERN MARYLANDNORTHERN VIRGINIAWASHINGTON, DCBALTIMORE, MDCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCTM SUITE 130NCBELS: P-1132DAVITATOWN OF BUNNDUNN TOWNSHIPFRANKLIN COUNTY, NORTH CAROLINANSR17203207/18/1707/15/17NKTETNK / TETTET11THIS CERTIFICATION IS MADE TO ONLY NAMED PARTIES FOR PURCHASE AND/OR MORTGAGE OF HEREIN DELINEATED PROPERTYBY THE NAMED PURCHASER. NO RESPONSIBILITY OR LIABILITY IS ASSUMED BY SURVEYOR FOR THE USE OF SURVEY FOR ANYOTHER PURPOSE INCLUDING, BUT NOT LIMITED TO, USE OF SURVEY AFFIDAVIT, RESALE OF PROPERTY, OR TO ANY OTHERPERSON NOT LISTED IN CERTIFICATION, EITHER DIRECTLY OR INDIRECTLY.TO:RHH INVESTORS, LLC AND INVESTORS TITLE INSURANCE COMPANYTHIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WEREMADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FORALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS,AND INCLUDES ITEMS 1, 2, 3, 4, 6(A), 6(B), 7(A), 8, 9, 10(A), 13, & 19 OF TABLE A THEREOF. THEFIELD WORK WAS COMPLETED ON JUNE 16, 2017.PRELIMINARY - NOT FOR RECORDATION, SALES OR CONVEYANCESI, THOMAS E. TEABO, PLS, HEREBY CERTIFY THAT THIS PLAT WAS DRAWN UNDER MYSUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION, FROM DEED ANDMAP REFERENCES AS NOTED ON SAID MAP;THAT THE ERROR OF CLOSURE AS CALCULATED BY LATITUDES AND DEPARTURES IS 1:10,000+, THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTEDFROM INFORMATION OF RECORD; THAT THIS MAP WAS PREPARED IN ACCORDANCE WITHTITLE 21, CHAPTER 56, NCAC, AS AMENDED.I HEREBY CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUALGPS SURVEY MADE UNDER MY SUPERVISION AND THE FOLLOWING INFORMATION WAS USEDTO PERFORM THE SURVEY:(1)CLASS OF SURVEY: "CLASS A"(2)POSITIONAL ACCURACY: 0.04'(3)TYPE OF GPS FIELD PROCEDURE: REAL-TIME KINEMATIC NETWORKS-NCVRS(4)DATES OF SURVEY: MAY 12, 2017 - JULY 15, 2017(5)DATUM/EPOCH: NAD 83 (2011) EPOCH 2010.00(6)PUBLISHED/FIXED-CONTROL USE: NCVRS(7)GEOID MODEL: 2012 (CONUS)(8)COMBINED GRID FACTOR(S): 1.000302767(9)UNITS: US SURVEY FEETTHAT THE SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND ANDDOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET;WITNESS MY HAND AND SEAL THIS 22ND DAY OF JUNE, A.D., 2017.NC L-3920SURVEYORSURVEYOR CERTIFICATIONNOTES:1) TITLE REPORT FURNISHED BY XXXXXXXX COMPANY,POLICY NUMBER XXXXXX, DATED JULY XX, 2017 AT 8:00 AM. .2) AREAS COMPUTED BY COORDINATE METHOD.3) PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAY, EASEMENTS AND RESTRICTIONS OF RECORD.4) ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.5) THIS SURVEY DOES NOT REPRESENT A TITLE SEARCH OR COMPLETE BOUNDARY SURVEY BY THIS FIRM. BOUNDARY INFORMATION IS BASED ON DEEDS AND MAPS OF RECORD, AND IN PART BY A FIELD SURVEY BY THIS FIRM.6)RIGHTS-OF-WAY INFORMATION IS BASED ON DEEDS AND MAPS OF RECORD.7) NC GRID COORDINATES (NAD83) OBTAINED BY USING GPS, PRE THE NCVRS NETWORK.8)BASIS OF BEARING SHOWN HEREON IS NC GRID (NAD 83 NSRS 2011).9)VERTICAL DATUM SHOWN HEREON IS NAVD88.10) WETLANDS WERE NOT INVESTIGATED OR NOTED ON THIS SITE.11)THE PROPERTY SHOWN HEREON IS LOCATED IN FLOODZONE "ZONE X", AREA OF MINIMAL FLOODING,PER FIRM PANEL 3720282000K, EFFECTIVE DATE 4/16/2013.REFERENCES:DB 1811, PG 755DB 908, PG 102DB 1757, PG 444FORXXXLEGENDWMGMWVEXISTING CONTOUREXISTING SPOT ELEVATIONEXIST. TOP OF CURB ELEVATIONEXIST. GUTTER ELEVATIONWATER VALVEOVERHEAD WIRESAPPROX. LOC. UNDERGROUND SAN. SEWER LINE PER UTILITY MARKOUTAPPROX. LOC. UNDERGROUND WATER LINE PER UTILITY MARKOUTUTILITY POLESANITARY MANHOLEWATER MANHOLESTORM DRAIN MANHOLEWATER METERGAS METERSIGNMAIL BOXBOLLARDFENCEAREA LIGHTCLEAN OUTBENCHMARKGUY WIREPROP. CORNER TO BE SETTITLE REPORT EXCEPTIONIPSIRON PIPE SETIPFIRON PIPE FOUNDIRFIRON REBAR FOUND
JACQUELINE K WESTER
AND HUSBAND
THOMAS G. WESTER
AND
JANICE J. WHITFORD
DB 1811, PG 755
AREA= 71,221 SF
OR
1.635 ACRESNC HIGHWAY 39(S. MAIN ST.)LODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD
L
O
D
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTREES (TBR) (TYP.)
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2017\NCR172042\DRAWINGS\PLAN SETS\NCR172042SS0.DWG PRINTED BY: WSWARINGEN 10.31.17 @ 5:14 PM LAST SAVED BY: WSWARINGEN
NCR172042
WES
WLB
10/27/17
PRELIMINARY
SITE PLAN
DAVITA, INC.
565 S. MAIN ST.
BUNN, NC 27508
FRANKLIN COUNTY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone:[phone]
[e-mail] THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERINGSEAL
040241
WYA
TT L . B O N EE
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA10/31/17
AS SHOWN
SS0
C-2.0
DEMOLITION
PLAN
DEMOLITION/REMOVAL NOTE
D
S
C
SL
W
E
OH
T
OR 516.4TC 516.4
TYPICAL NOTE TEXT
DEMOLITION/REMOVAL
LEGEND
SAN
#
EASEMENT
LINE
CONCRETE CURB &
GUTTER
UTILITY
POLE
TYPICAL
LIGHT
TYPICAL
SIGN
SPOT
ELEVATIONS
SANITARY
LABEL
SANITARY SEWER
LATERAL
UNDERGROUND
WATER LINE
UNDERGROUND
ELECTRIC LINE
OVERHEAD
WIRE
UNDERGROUND
TELEPHONE LINE
UNDERGROUND
CABLE LINE
STORM
SEWER
SANITARY
SEWER MAIN
HYDRANT
SANITARY
MANHOLE
STORM
MANHOLE
WATER
METER
WATER
VALVE
S
WV
WM
1"=20'
0 2051020
NC HIGHWAY 39(S. MAIN ST.)LODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD
L
O
D
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD8'14
1319'19'9'
25'
BASIN #28'
PROP. BLDG.
8,500 SF 100'85'18'27.5'PROP. 2' WIDE CURB CUT (TYP.)
PROP. TRASH ENCLOSURE
9'9'9'
20'
BASIN #14'R4'R4'
R 4'R4'R4'R4'R4'
R
8'R8'R8'R8'R20
'
R
40'R7'
R
5'R10'R4
5
'
R
5'R 3'R28'R
50'R
50'R
48'16'12'30'25'25'19'PROP. BENCH
PROP. RIP-RAP (TYP.)
PROP. RELOCATED FIRE HYDRANT
PROP. CLEANOUT (TYP.)
PROP. CLEANOUT (TYP.)
FF= 284.86
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2017\NCR172042\DRAWINGS\PLAN SETS\NCR172042SS0.DWG PRINTED BY: WSWARINGEN 10.31.17 @ 5:14 PM LAST SAVED BY: WSWARINGEN
NCR172042
WES
WLB
10/27/17
PRELIMINARY
SITE PLAN
DAVITA, INC.
565 S. MAIN ST.
BUNN, NC 27508
FRANKLIN COUNTY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone:[phone]
[e-mail] THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERINGSEAL
040241
WYA
TT L . B O N EE
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA10/31/17
AS SHOWN
SS0
C-3.0
SITE PLAN
SITE PLAN & ZONING NOTES:
1.THIS PLAN REFERENCE DOCUMENTS AND INFORMATION BY:
"ALTA/NSPS LAND TITLE SURVEY FOR DAVITA"
PREPARED BY BOHLER ENGINEERING.
4130 PARK LAKE AVE. STE. 130
RALEIGH, NC 27612
DATED 7/15/17
2.OWNER:JACQUELINE K. WESTER, THOMAS G. WESTER & JANICE J. WHITFORD
3.APPLICANT:DAVITA, INC.
2000 16TH ST.
DENVER COLORADO
CONTACT: JAKE HERTZ
PHONE: [phone]
4.PARCEL(S): 2820-23-9402
FRANKLIN COUNTY, NORTH CAROLINA
5.ZONE:EXISTING ZONING: DOWNTOWN COMMERCIAL (C-1)
PROPOSED USE: CLINIC SERVICE
6.EXISTING SITE INFORMATION:
7.IMPERVIOUS AREA SUMMARY
EXISTING IMPERVIOUS AREA: 0.005 ACRES (215 SF)
PROPOSED IMPERVIOUS AREA: 0.93 ACRES (40,531 SF)
8.PARKING SUMMARY:
NUMBER OF PARKING SPACES REQUIRED:
NUMBER OF ACCESSIBLE SPACES REQUIRED:
9.DISTURBED AREA: ±1.50 AC (±65,575.93 SF)
10.SEE SHEET C-1.1 - GENERAL NOTES FOR ALL GENERAL NOTES.
PIN #AREA
2820-23-9402 71,221 SF (1.635 AC.)
BUILDING TYPE PARKING
REQUIRMENT
PROPOSED
PARKING
DIALYSIS CENTER MEDICAL OFFICES AND
CLINICS
6 SPACES PER EACH
DOCTOR PLUS 1 SPACE
PER EACH EMPLOYEE.
27 PARKING SPOTS
BUILDING ADA REQUIREMENT
PROPOSED
ACCESSIBLE
PARKING SPOTS
DIALYSIS CENTER 26 - 50 PARKING SPACES = MIN. 2
ACCESSIBLE PARKING SPACES
2 ACCESSIBLE PARKING
SPACES (1 VAN)
1"=20'
0 2051020
(*) CONCRETE JOINTING AND FILLERS TO BE
COMPLETED PER DETAIL AND SPECIFICATIONS.
PAVEMENT LEGEND
- PROP. HEAVY DUTY ASPHALT
PAVEMENT
- PROPOSED CONCRETE SIDEWALK
- PROPOSED HEAVY DUTY CONCRETE
PAVEMENT*
- PROPOSED STANDARD DUTY
ASPHALT PAVEMENT
NC HIGHWAY 39(S. MAIN ST.)LODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD
L
O
D
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSL28
3
284
284
STM
101
STM
103
STM
104
STM
R2
BASIN #2
PROP. BLDG.
8,500 SF
W W W W W W W W
WW
WW
WWW W W W W W W WWWWWF F F F F F F F
F
F
F
FFFF F F F F F F FFFFFFE E E E E E E E
EEEEEE
E E E E E E E EEEEEEPROP. RIDGE (TYP.)PROP. DRAINAGE DITCH W/
6" D-50 LINING
PROP. DRAINAGE DITCH W/
SOD LINING
BASIN #1W PROP. RIP-RAP (TYP.)
STM
106
STM
107
STM
R1
FF= 284.86
G 282.18
G 281.06
TC 283.12
TC 284.33
TC 284.21TC 284.21
TC 283.31TC 283.31
TC 284.69
TC 284.37
TC 284.69
TC 284.95
TC 285.56
TC 284.95
TC 282.93
TC 283.04
TC 283.58 TC 282.71
TC 282.41
TC 282.18
TC 281.88 TC 281.71
TC 283.78
TC 283.94
TC 284.10
TC 284.01
TC 282.94
HP - TC 284.41
TC 284.76HP - G 284.05
TC 284.36
TC 284.22
TC 284.01
TC 283.92TC 283.92
TC 283.40TC 283.40
HP - TC 284.55
HP - TC 284.36
HP - TC 283.29
HP - TC 282.98
HP - TC 284.03
HP - TC 283.65
283
282
281
281 284282281282 281 280281282 282
281
2832
8
2
2
82
G 283.36
G 283.49 G 283.63
G 283.19
TC 284.03
G 282.6+/-
MATCH EX.
G 282.3+/-
MATCH EX.
G 281.69
G 282.92
G 283.90
G 284.28
G 284.61
G 284.71
G 284.71 G 284.21
G 284.03
G 284.70
G 284.70
G 284.54
G 283.32
G 283.96
G 282.09
G 283.46
G 283.20
G 283.34
G 283.35
G 284.65
G 284.63
TC 284.78
G 284.52
G 284.34
G 284.44
G 284.47
G 283.40G 283.29283283283284 284284
282-1
.
4
1
%-3.35%
-2.12%-2.45%-2.25%-2.94%-3.00%-2.49%-2.29%-2.46%
-2.80%
HP - G 283.74
HP - G 283.15
G 283.66
G 283.53
G 283.13
G 283.59
G 283.78
G 283.88
G 283.69
G 282.80
G 282.80
G 282.80
G 282.80
G 280.80
G 280.80
G 280.80
G 280.80
G 279.80
G 281.31
G 281.30
G 279.80G 279.80
G 281.30
G 281.31
G 279.80
280
281283 -1.
9
4
%283282
281G 282.7+/-
MATCH EX.
G 282.7+/-
MATCH EX.
G 283.24
G 283.30
STM
201
STM
202
STORM STRUCTURE SCHEDULE
NAME
101
103
104
106
107
201
202
R1
R2
TYPE
PROP. MANHOLE
PROP. MANHOLE
PROP. MANHOLE
PROP. HEADWALL
PROP. HEADWALL
PIPE OUTLET
PROP. CLEANOUT
PROP. RISER
PROP. RISER
RIM ELEV.
(FT.)
283.63'
283.01'
282.78'
282.43'
281.84'
281.51'
284.80'
280.01'
281.21'
INVERTS
INV IN = 279.10' (18")
INV OUT = 279.10' (18")
INV IN = 278.52' (18")
INV IN = 278.25' (18")
INV OUT = 278.25' (18")
INV IN = 278.20' (18")
INV IN = 278.50' (18")
INV IN = 278.25' (18")
INV OUT = 279.00' (18")
INV OUT = 280.13' (18")
INV IN = 280.80' (8")
INV IN = 281.01' (8")
INV IN = 281.01' (8")
INV OUT = 281.01' (8")
INV IN = 276.74' (6")
INV OUT = 278.30' (18")
INV OUT = 279.30' (18")
INV OUT = 276.98' (6")
STORM SEWER PIPE SCHEDULE
TO
201
104
104
104
103
103
101
FROM
202
107
106
103
R1
101
R2
TO
INV
280.80'
278.25'
278.50'
278.20'
278.25'
278.52'
279.10'
FROM
INV
281.01'
280.13'
279.00'
278.25'
278.30'
279.10'
279.30'
PIPE
LENGTH
71.16'
83.63'
9.87'
35.72'
107.89'
293.10'
98.68'
SLOPE
(%)
0.30%
2.25%
5.07%
0.13%
0.05%
0.20%
0.20%
DIAMETER
(IN.)
8"
18"
18"
18"
18"
18"
18"
MATERIAL
HDPE
RCP
RCP
RCP
RCP
RCP
RCP
EXISTING NOTE
D
PROPOSED NOTE
OR
OR 516.4TC 516.4
OR
TC
BC
516.00
515.55
516.00TC
TYPICAL NOTE TEXT
GRADING LEGEND
120
STM
#
STM
#
120 CONTOUR
LINE
SPOT
ELEVATIONS
STORM
LABEL
STORM
SEWER
STORM
MANHOLE
TYPICAL END
SECTION
HEADWALL OR
ENDWALL
BENCHMARK
D
125 125
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2017\NCR172042\DRAWINGS\PLAN SETS\NCR172042SS0.DWG PRINTED BY: WSWARINGEN 10.31.17 @ 5:15 PM LAST SAVED BY: WSWARINGEN
NCR172042
WES
WLB
10/27/17
PRELIMINARY
SITE PLAN
DAVITA, INC.
565 S. MAIN ST.
BUNN, NC 27508
FRANKLIN COUNTY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone:[phone]
[e-mail] THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERINGSEAL
040241
WYA
TT L . B O N EE
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA10/31/17
1"=20'
0 2051020
AS SHOWN
SS0
C-4.0
GRADING &
DRAINAGE
PLAN
SANITARY PIPE SCHEDULE
TO
A4
A3
A2
A1
FROM
BLDG
A4
A3
A2
TO
INV
279.26'
278.68'
277.36'
275.00'
FROM
INV
279.36'
279.26'
278.68'
277.36'
PIPE
LENGTH
10.00'
58.24'
132.27'
66.08'
SLOPE
(%)
1.00%
1.00%
1.00%
3.57%
DIAMETER
(IN.)
6"
6"
6"
6"
MATERIAL
PVC
PVC
PVC
PVC
SANITARY STRUCTURE SCHEDULE
NAME
A1
A2
A3
A4
BLDG
TYPE
PROP. SADDLE CONNECTION
PROP. CLEANOUT
PROP. CLEANOUT
PROP. CLEANOUT
BLDG
RIM ELEV.
(FT.)
275.90'
282.92'
283.82'
284.69'
284.86'
INVERTS
INV IN = 275.00' (6")
INV IN = 275.00' (10")
INV OUT = 275.00' (10")
INV IN = 277.36' (6")
INV OUT = 277.36' (6")
INV IN = 278.68' (6")
INV OUT = 278.68' (6")
INV IN = 279.26' (6")
INV OUT = 279.26' (6")
INV OUT = 279.36' (6")NC HIGHWAY 39(S. MAIN ST.)LODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD
L
O
D
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSAN
A2
SAN
BLDG
SAN
BLDG
SAN
A2
SAN
BLDG
SAN
A2
SAN
BLDG
SAN
A2
SAN
BLDG
SAN
BLDG
SAN
BLDG
SAN
A3
SAN
A4 BASIN #2
PROP. BLDG.
8,500 SF
W W W W W W W W
WW
WW
WWW W W W W W W WWWWWF F F F F F F F
F
F
F
FFFF F F F F F F FFFFFFE E E E E E E E
EEEEEE
E E E E E E E EEEEEEBASIN #1W
(4) PROP. 45° BEND
(4) PROP. 45° BEND
(4) PROP. 45° BEND2" DOMESTIC SERVICE
6" FIRE SERVICE
SEE CONNECTION DETAIL
PROP. RIP-RAP (TYP.)
PROP. 6" TAPPING SLEEVE
PROP. RELOCATED FIRE HYDRANT
(4) PROP. 45° BEND
PROP. CONDUIT FOR HOTBOX
SAN
BLDG
FF= 284.86
SAN
A1
8" PVCLODLODWW W W
F F F
E
E EWWWWPROP. TAPPING SLEEVE
(2) PROP. 6" GATE VALVES
PROP. WATER METER
PROP. 2" SADDLE
(2) PROP. 45° BENDS
(2) PROP. 2" GATE VALVES
6" WATER LINE
(2) PROP. BACKFLOW
PREVENTER IN HOTBOX
2" DOMESTIC SERVICE
6" FIRE SERVICE
PROP. GATE VALVE E
E
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2017\NCR172042\DRAWINGS\PLAN SETS\NCR172042SS0.DWG PRINTED BY: WSWARINGEN 10.31.17 @ 5:15 PM LAST SAVED BY: WSWARINGEN
NCR172042
WES
WLB
10/27/17
PRELIMINARY
SITE PLAN
DAVITA, INC.
565 S. MAIN ST.
BUNN, NC 27508
FRANKLIN COUNTY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone:[phone]
[e-mail] THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERINGSEAL
040241
WYA
TT L . B O N EE
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA10/31/17
AS SHOWN
SS0
C-5.0
UTILITY PLAN
1"=20'
0 2051020
EXISTING NOTE
D
S
PROPOSED NOTE
C
SL
W
E
OH
T
OR
C
SL
W
E
OH
T
OR
TYPICAL NOTE TEXT
UTILITY LEGEND
SAN
#
SAN
#
SANITARY
LABEL
SANITARY SEWER
LATERAL
UNDERGROUND
WATER LINE
UNDERGROUND
ELECTRIC LINE
OVERHEAD
WIRE
UNDERGROUND
TELEPHONE LINE
UNDERGROUND
CABLE LINE
STORM
SEWER
SANITARY
SEWER MAIN
HYDRANT
SANITARY
MANHOLE
STORM
MANHOLE
WATER
METER
WATER
VALVE
TYPICAL END
SECTION
HEADWALL OR
ENDWALL
CLEAN
OUT
S
D
S S
WV
WM
WATER CONNECTION DETAIL
SCALE: 1" = 5'
N/A
NC HIGHWAY 39(S. MAIN ST.)LODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD
L
O
D
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTREES (TBR) (TYP.)
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF SF
SF SFSFCONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2017\NCR172042\DRAWINGS\PLAN SETS\NCR172042OP0.DWG PRINTED BY: WSWARINGEN 10.31.17 @ 5:15 PM LAST SAVED BY: WSWARINGEN
NCR172042
WES
WLB
10/27/17
PRELIMINARY
SITE PLAN
DAVITA, INC.
565 S. MAIN ST.
BUNN, NC 27508
FRANKLIN COUNTY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone:[phone]
[e-mail] THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERINGSEAL
040241
WYA
TT L . B O N EE
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA10/31/17
AS SHOWN
OP0
C-6.0
EROSION &
SEDIMENT
CONTROL
PHASE 1
1"=20'
0 2051020
EROSION CONTROL LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
SF SF SF
LOD LOD LOD
PROP. 24' X 50' CONST. ENTRANCE
CONCRETE WASH
TEMPORARY SOIL STOCKPILE
DC DUST CONTROL
SILT FENCE OUTLET
INLET PROTECTION
PHASE I EROSION CONTROL CONSTRUCTION
SEQUENCE:
NCDEQ EROSION AND SEDIMENT CONTROL NOTES
1.ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN ON THIS PLAN IS SUBJECT TO A FINE.
2.GRADING 1 ACRE OR MORE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION AND SUBJECT TO A FINE.
3.GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1, AND GROUND
STABILIZATION MUST OCCUR WITHIN 14 DAYS ON OTHER AREAS.
4.BASIN OUTLET STRUCTURES WITH DRAINAGE AREAS EQUAL OR GREATER THAN ONE ACRES MUST WITHDRAW WATER FROM THE
SURFACE.
5.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY THE NCDEQ EROSION CONTROL INSPECTOR.
6.ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS BENCHMARK WHICH MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR
TO GROUND BREAKING.
7.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, AND ANY APPLICABLE LOCAL LAWS AND CODES.
8.PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1(HORIZONTAL TO VERTICAL)
OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED. IF FILL
MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE PROPERTY THEN THE CONTRACTOR SHALL
DISCLOSE THE LOCATION OF ANY ON-SITE AND/OR OFF-SITE BARROW LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION
CONTROL INSPECTOR.
9.LIMITS OF CLEARING SHOWN ARE BASED ON CUT AND FILL SLOPES OR OTHER GRADING REQUIREMENTS.
11. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES AS INDICATED PRIOR TO GRADING OPERATIONS. NO DEVICE MAY BE
REMOVED WITHOUT APPROVAL OF EROSION CONTROL COORDINATOR.
10.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING CONTOURS.
11.ALL DISTANCES ARE HORIZONTAL GROUND.
12.ANCHOR SILT FENCE WITH COMPACTED BACKFILL ON TREE PROTECTION ZONES. DO NOT BURY.
13.ALL EROSION CONTROL DEVICES SHOULD BE CHECKED PERIODICALLY AND AFTER EVERY MAJOR STORM EVENT. IF ANY FAILURES ARE
FOUND, THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE.
14.ANY ASSOCIATED DEMOLITION PERMITS AND METHODS OF DEMOLITION ARE TO BE OBTAINED AND ARRANGED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION.
15.SEDIMENT TRAPS AND BASINS NEED TO BE STABILIZED IMMEDIATELY AFTER INSTALLATION.
16.STONE OUTLETS SHOULD BE INSTALLED AT LOW POINTS OF THE SILT FENCING, BASED ON FIELD CONDITIONS.
17.EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT A PROJECT AFTER EACH PHASE
OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED.
SELF-INSPECTION REPORTS ARE REQUIRED. A SAMPLE SELF-INSPECTION REPORT, AS WELL AS DETAILS OF THE SELF-INSPECTION
PROGRAM, CAN BE FOUND ON THE LAND QUALITY WEBSITE (HTTP://PORTAL.NCDEQ.ORG/WEB/LR/EROSION). IF YOU HAVE QUESTIONS OF
THE SELF-INSPECTION PROGRAM, PLEASE CONTACT [phone].
18.A LAND DISTURBANCE PRE-CONSTRUCTION MEETING IS REQUIRED PRIOR TO ANY DISTURBANCE ON THE SITE.
19.ALL CONSTRUCTION SHALL COMPLY WITH NCDEQ STANDARDS AND SPECIFICATIONS.
20.LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF
ABOVE GROUND FEATURES. ALL EXISTING UTILITY LOCATIONS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
21.SITE GRADING AND EXCAVATION MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS, AND RECOMMENDATIONS
SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET, EXCAVATION AND EARTH MOVING OPERATIONS MUST BE
PERFORMED UNDER THE SUPERVISION OF THE OWNER'S GEOTECHNICAL ENGINEER.
22.FOOTING EXCAVATIONS SHALL BE CONTINUOUSLY DEWATERED DURING CONSTRUCTION TO PREVENT SETTLEMENT AND SEDIMENT
DEPOSIT.
23.ALL TEMPORARY DIVERSIONS MUST BE INSTALLED WITH POSITIVE DRAINAGE AND SHALL OPPOSE EXISTING GRADE WHEN NECESSARY
TO PROVIDE A MINIMUM OF 0.3% LONGITUDINAL SLOPE.
24.ALL ADJACENT ROADWAYS TO THE SITE ARE TO BE SWEPT (NOT WASHED) AT THE END OF EACH WORK DAY TO REMOVE SEDIMENT FROM
THE ROAD SURFACE.
25.ALL EROSION CONTROL MEASURES MUST BE INSPECTED AND PROPERLY MAINTAINED AT THE END OF EACH WEEK AND AFTER EVERY
RAINFALL EVENT.
26.INSTALL ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED TO PREVENT SEDIMENT FROM LEAVING THE SITE.
29. CONTRACTOR SHALL PERFORM PRACTICES AND PROCEDURES WHICH MINIMIZE AND PREVENT AIRBORNE DUST OR OTHER PARTICLES
FROM OCCURRING. PARTICLES WHICH CAN BE PICKED UP AND CARRIED BY WIND SHOULD BE PROTECTED WITH A TEMPORARY
COVER OR KEPT UNDER CONTROL WITH WATER TO PREVENT PARTICLES FROM BECOMING AIRBORNE AND FROM EXISTING THE SITE
PERIMETER. WATER TRUCKS OR OTHER DUST CONTROL AGENTS SHALL BE USED AS NEEDED DURING CONSTRUCTION TO
MINIMIZE DUST GENERATE ON THE SITE. DUST CONTROL MUST BE PROVIDED BY THE CONTRACTOR TO A DEGREE THAT IS IN
COMPLIANCE WITH FEDERAL, LOCAL, AND STATE DUST CONTROL REGULATIONS. THE USE OF MOTOR OILS AND OTHER
PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.
30. EROSION CONTROL FEATURES SHOULD BE CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL
SEDIMENTATION ON THIS SITE BY CONTRACTOR. PERIMETER CONTROLS ARE TO REMAIN FUNCTIONING FOR THE DURATION OF THE
PROJECT. THE MONITORING AND INSPECTING OF EROSION CONTROL MEASURES SHOULD FOLLOW THE GUIDELINES OF THE NPDES
PERMIT (GENERAL PERMIT NCG 010000).
31. INSPECT TEMPORARY DIVERSION CHANNELS AFTER RAINSTORMS TO CHECK FOR MOVEMENT OF STRAW, NETTING OR EROSION OF
CHANNEL. IF WASHOUT, BREAKAGE, OR EROSION OCCURS, REPAIR SURFACE, RESEED, RE-STRAW, AND INSTALL NEW NETTING.
CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED.
1.POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION ENTRANCE AND WITHIN EASY
ACCESS TO THE GENERAL PUBLIC.
2.STAKE/FLAG THE LOD (WHERE STAKING IS NOT POSSIBLE/PRACTICAL, THE LOD MUST BE
CONSPICUOUSLY AND PROMINENTLY MARKED TO DENOTE THE BOUNDARY). LOD MUST REMAIN
CONSPICUOUSLY MARKED THROUGHOUT THE ENTIRE CONSTRUCTION PROJECT.
4.INSTALL STABILIZED CONSTRUCTION ENTRANCE AND SET THE PROJECT OFFICE TRAILER.
5.INSTALL SILT FENCE. CLEAR ONLY THE MINIMUM AREA ABSOLUTELY NECESSARY TO INSTALL THESE
PERIMETER CONTROL BMPS.
6.DEMOLISH EXISTING BUILDINGS AND STRUCTURES. ABANDON EXISTING WATER WELL AND SEPTIC
FIELD.
7.COMPLETE DEMOLITION OF SITE FEATURES (STONE DRIVEWAY, SHEDS, ETC.)
8.RELOCATED/DEMOLISH OVERHEAD UTILITY LINES.
9.BEGIN STRIPPING THE SITE. (PHASE CLEARING AND GRUBBING TO THE EXTENT PRACTICAL TO
MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME)
NOTE:THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES
CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY
INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION
SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS.
THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED
BY THE CONTRACTOR.
BASIN #2
PROP. BLDG.
8,500 SF
W W W W W W W W
WW
WW
WWW W W W W W W WWWWWF F F F F F F F
F
F
F
FFFF F F F F F F FFFFFFE E E E E E E E
EEEEEE
E E E E E E E EEEEEEBASIN #1W PROP. RIP-RAP (TYP.)NC HIGHWAY 39(S. MAIN ST.)LODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD
L
O
D
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSAN
BLDG
SAN
A4
SAN
A3
SAN
A2
SAN
EX-1
SAN
EX-2
SAN
A1
STM
101
STM
103
STM
104
STM
106
STM
107
STM
R2
STM
R1
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2017\NCR172042\DRAWINGS\PLAN SETS\NCR172042OP0.DWG PRINTED BY: WSWARINGEN 10.31.17 @ 5:15 PM LAST SAVED BY: WSWARINGEN
NCR172042
WES
WLB
10/27/17
PRELIMINARY
SITE PLAN
DAVITA, INC.
565 S. MAIN ST.
BUNN, NC 27508
FRANKLIN COUNTY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone:[phone]
[e-mail] THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERINGSEAL
040241
WYA
TT L . B O N EE
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA10/31/17
AS SHOWN
OP0
C-6.1
EROSION AND
SEDIMENT
CONTROL
PHASE 2
1"=20'
0 2051020
PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE:
1.CONTINUE CLEARING, GRUBBING, AND STRIPPING THE SITE. (PHASE CLEARING AND GRUBBING TO THE EXTENT PRACTICAL TO
MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME)
2.CONTINUE GRADING THE SITE.
3.START CONSTRUCTION OF BUILDING SLAB, FOUNDATIONS, AND STRUCTURES.
4.TEMPORARILY STABILIZE, THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENT LAND
DISTURBING/GRADING ACTIVITY, ANY DISTURBED AREAS, INCLUDING MATERIAL STOCKPILES THAT ARE SCHEDULED OR LIKELY TO
REMAIN INACTIVE FOR 7 DAYS OR MORE.
5.IMMEDIATELY PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE.
6.INSTALL UTILITIES, STORM SEWERS, CURBS AND GUTTERS. INSTALL SANITARY SEWER PIPE AND ASSOCIATED STRUCTURES.
CONNECT SANITARY SEWER PIPE TO BUILDING. JACK AND BORE THE PROPOSED SEWER TO CONNECTION POINT. INSTALL WATER
PIPE AND ASSOCIATED STRUCTURES. RELOCATED EXISTING FIRE HYDRANT.
7.INSTALL BASINS 1 & 2 (BIO RETENTION AREAS). NOTE: BIO-RETENTION MEDIA SHALL BE PROTECTED AT ALL TIMES AND NOT
COMPACTED. NO WATER SHALL BE DIRECTED TO THE BIO-RETENTION AREA UNTIL THE UPSTREAM AREAS ARE STABILIZED.
8.PREPARE SITE FOR PAVING. .
9.PAVE SITE.
10.COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS.
11.OBTAIN CONCURRENCE FROM THE OWNER THAT THE SITE HAS BEEN FULLY STABILIZED, SEDIMENT HAS BEEN REMOVED FROM
STORM INLETS, AND ALL CONSTRUCTION HAS BEEN COMPLETED, THEN:
a.REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS),
b.STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF TEMPORARY BMPS.
12. DEMOBILIZE FROM SITE- CONTRACTOR SHALL NOT DEMOBILIZE UNTIL ENTIRE SITE HAS BEEN FULLY STABILIZED. .
NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING
BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE
ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS.
THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR.
1.ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN ON THIS PLAN IS SUBJECT TO A FINE.
2.GRADING 1 ACRE OR MORE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION AND SUBJECT TO A FINE.
3.GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1, AND GROUND
STABILIZATION MUST OCCUR WITHIN 14 DAYS ON OTHER AREAS.
4.BASIN OUTLET STRUCTURES WITH DRAINAGE AREAS EQUAL OR GREATER THAN ONE ACRES MUST WITHDRAW WATER FROM THE
SURFACE.
5.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY THE NCDEQ EROSION CONTROL INSPECTOR.
6.ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS BENCHMARK WHICH MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR
TO GROUND BREAKING.
7.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, AND ANY APPLICABLE LOCAL LAWS AND CODES.
8.PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1(HORIZONTAL TO VERTICAL)
OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED. IF FILL
MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE PROPERTY THEN THE CONTRACTOR SHALL
DISCLOSE THE LOCATION OF ANY ON-SITE AND/OR OFF-SITE BARROW LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION
CONTROL INSPECTOR.
9.LIMITS OF CLEARING SHOWN ARE BASED ON CUT AND FILL SLOPES OR OTHER GRADING REQUIREMENTS.
11. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES AS INDICATED PRIOR TO GRADING OPERATIONS. NO DEVICE MAY BE
REMOVED WITHOUT APPROVAL OF EROSION CONTROL COORDINATOR.
10.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING CONTOURS.
11.ALL DISTANCES ARE HORIZONTAL GROUND.
12.ANCHOR SILT FENCE WITH COMPACTED BACKFILL ON TREE PROTECTION ZONES. DO NOT BURY.
13.ALL EROSION CONTROL DEVICES SHOULD BE CHECKED PERIODICALLY AND AFTER EVERY MAJOR STORM EVENT. IF ANY FAILURES ARE
FOUND, THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE.
14.ANY ASSOCIATED DEMOLITION PERMITS AND METHODS OF DEMOLITION ARE TO BE OBTAINED AND ARRANGED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION.
15.SEDIMENT TRAPS AND BASINS NEED TO BE STABILIZED IMMEDIATELY AFTER INSTALLATION.
16.STONE OUTLETS SHOULD BE INSTALLED AT LOW POINTS OF THE SILT FENCING, BASED ON FIELD CONDITIONS.
17.EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT A PROJECT AFTER EACH PHASE
OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED.
SELF-INSPECTION REPORTS ARE REQUIRED. A SAMPLE SELF-INSPECTION REPORT, AS WELL AS DETAILS OF THE SELF-INSPECTION
PROGRAM, CAN BE FOUND ON THE LAND QUALITY WEBSITE (HTTP://PORTAL.NCDEQ.ORG/WEB/LR/EROSION). IF YOU HAVE QUESTIONS OF
THE SELF-INSPECTION PROGRAM, PLEASE CONTACT [phone].
18.A LAND DISTURBANCE PRE-CONSTRUCTION MEETING IS REQUIRED PRIOR TO ANY DISTURBANCE ON THE SITE.
19.ALL CONSTRUCTION SHALL COMPLY WITH NCDEQ STANDARDS AND SPECIFICATIONS.
20.LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF
ABOVE GROUND FEATURES. ALL EXISTING UTILITY LOCATIONS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
21.SITE GRADING AND EXCAVATION MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS, AND RECOMMENDATIONS
SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET, EXCAVATION AND EARTH MOVING OPERATIONS MUST BE
PERFORMED UNDER THE SUPERVISION OF THE OWNER'S GEOTECHNICAL ENGINEER.
22.FOOTING EXCAVATIONS SHALL BE CONTINUOUSLY DEWATERED DURING CONSTRUCTION TO PREVENT SETTLEMENT AND SEDIMENT
DEPOSIT.
23.ALL TEMPORARY DIVERSIONS MUST BE INSTALLED WITH POSITIVE DRAINAGE AND SHALL OPPOSE EXISTING GRADE WHEN NECESSARY
TO PROVIDE A MINIMUM OF 0.3% LONGITUDINAL SLOPE.
24.ALL ADJACENT ROADWAYS TO THE SITE ARE TO BE SWEPT (NOT WASHED) AT THE END OF EACH WORK DAY TO REMOVE SEDIMENT FROM
THE ROAD SURFACE.
25.ALL EROSION CONTROL MEASURES MUST BE INSPECTED AND PROPERLY MAINTAINED AT THE END OF EACH WEEK AND AFTER EVERY
RAINFALL EVENT.
26.INSTALL ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED TO PREVENT SEDIMENT FROM LEAVING THE SITE.
29. CONTRACTOR SHALL PERFORM PRACTICES AND PROCEDURES WHICH MINIMIZE AND PREVENT AIRBORNE DUST OR OTHER PARTICLES
FROM OCCURRING. PARTICLES WHICH CAN BE PICKED UP AND CARRIED BY WIND SHOULD BE PROTECTED WITH A TEMPORARY
COVER OR KEPT UNDER CONTROL WITH WATER TO PREVENT PARTICLES FROM BECOMING AIRBORNE AND FROM EXISTING THE SITE
PERIMETER. WATER TRUCKS OR OTHER DUST CONTROL AGENTS SHALL BE USED AS NEEDED DURING CONSTRUCTION TO
MINIMIZE DUST GENERATE ON THE SITE. DUST CONTROL MUST BE PROVIDED BY THE CONTRACTOR TO A DEGREE THAT IS IN
COMPLIANCE WITH FEDERAL, LOCAL, AND STATE DUST CONTROL REGULATIONS. THE USE OF MOTOR OILS AND OTHER
PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.
30. EROSION CONTROL FEATURES SHOULD BE CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL
SEDIMENTATION ON THIS SITE BY CONTRACTOR. PERIMETER CONTROLS ARE TO REMAIN FUNCTIONING FOR THE DURATION OF THE
PROJECT. THE MONITORING AND INSPECTING OF EROSION CONTROL MEASURES SHOULD FOLLOW THE GUIDELINES OF THE NPDES
PERMIT (GENERAL PERMIT NCG 010000).
31. INSPECT TEMPORARY DIVERSION CHANNELS AFTER RAINSTORMS TO CHECK FOR MOVEMENT OF STRAW, NETTING OR EROSION OF
CHANNEL. IF WASHOUT, BREAKAGE, OR EROSION OCCURS, REPAIR SURFACE, RESEED, RE-STRAW, AND INSTALL NEW NETTING.
CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED.
EROSION CONTROL LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
SF SF SF
LOD LOD LOD
PROP. 24' X 50' CONST. ENTRANCE
CONCRETE WASH
TEMPORARY SOIL STOCKPILE
DC DUST CONTROL
SILT FENCE OUTLET
INLET PROTECTION
NCDEQ EROSION AND SEDIMENT CONTROL NOTES
BASIN #2
PROP. BLDG.
8,500 SF 100'85'BASIN #1
PROP. BENCH
PROP. RIP-RAP (TYP.)NC HIGHWAY 39(S. MAIN ST.)QUPH QUPH
CCFP
QUPH
2 CCFP
10 RXEN
10 IVSD
8 RXEN
9 MUCA
10 LMBB
23 RXEN
SODSOD SOD
8 ILAS
SOD
SOD
CCFP
15 LMBB
19 LMBB CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2017\NCR172042\DRAWINGS\PLAN SETS\NCR172042LP0.DWG PRINTED BY: WSWARINGEN 10.31.17 @ 5:15 PM LAST SAVED BY: WSWARINGEN
NCR172042
WES
WLB
10/27/17
PRELIMINARY
SITE PLAN
DAVITA, INC.
565 S. MAIN ST.
BUNN, NC 27508
FRANKLIN COUNTY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone:[phone]
[e-mail] THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERINGSEAL
040241
WYA
TT L . B O N EE
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA10/31/17
1"=30'
0 307.51530
AS SHOWN
LP0
C-7.0
LANDSCAPE
PLAN
LANDSCAPE SCHEDULE
KEY QTY.BOTANICAL NAME COMMON NAME CAL.CONT.SIZE Remarks
QUPH 3 Quercus phellos 'Hightower''Hightower' Willow oak 2.5" CAL B+B 12-14' HT Full, Central Leader
CCFP 4 Cercis canadensis 'Forest Pansy'Forest Pansy Redbud 2" CAL B+B 8-10' HT Full
ILAS 8 Ilex x attenuata 'Savannah'Savannah Holly 2" CAL.B+B 8' HT Full
IVSD 10 Ilex vomitoria 'Stokes Dwarf'Stoke Dwarf Yaupon Holly N/A 3 GAL 12-18" HT Full
RXEN 48 Rhododendron x 'Encore'Encore Azalea Variety N/A 5 GAL 32" HT Full
LMBB 44 Lirope muscari 'Big Blue'Big Blue' Lirope N/A 1 GAL 12" HT Full
MUCA 9 Muhlenbergia capillaris Pink Muhly Grass N/A 1 GAL 18" HT Full
1.ALL NEW DEVELOPMENT FALLING UNDER THE REQUIREMENTS OF THIS
ARTICLE SHALL PROVIDE A LANDSCAPE BUFFER ALONG THE PERIMETER OF
THE LOT THAT ADJOINS ANOTHER LOT EXCEPT AT PERMITTED ACCESS
WAYS. NO BUFFER REQUIRED FOR C1 PROPOSED USED ADJACENT TO C1
EXISTING USE.
2.THERE SHALL BE A LANDSCAPE AREA THAT IS A MINIMUM OF FOUR (4) FEET
BETWEEN ALL PARKING AREAS AND STREET RIGHTS-OF-WAY EXCEPT AT
PERMITTED ACCESS WAYS. NONLIVING LANDSCAPE MATERIALS SHALL NOT
EXCEED 50 PERCENT OF THE TOTAL LANDSCAPED AREA.
3.ALL DUMPSTER AREAS SHALL BE SCREENED FROM PUBLIC VIEW BY AN
OPAQUE FENCE OF OTHER LANDSCAPE MATERIALS.
1.ALL LANDSCAPED AND LAWN AREAS ARE TO RECEIVE A MINIMUM OF 4" OF TOPSOIL.
2.ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE.
3.ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT LIST.
4.ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD AND MEET ALL REQUIREMENTS SPECIFIED.
5.ALL LAWN AREAS TO BE SODDED SHALL USE LOCALLY GROWN COMMERCIAL FESCUE SOD MEETING LATEST NORTH CAROLINA AGRICULTURE
STANDARDS FOR SEED AND PLANT CERTIFICATION.
6.ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION.
7.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID
DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE
BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR 1) TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK AREA 2) TO PROTECT OF ALL UTILITY LINES
DURING THE CONSTRUCTION PERIOD 3) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH
OCCURS AS A RESULT OF THE CONSTRUCTION.
8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK.
9.CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING PER SPECIFICATIONS
TO MAINTAIN HEALTHY PLANT CONDITIONS.
10.THE CONTRACTOR SHALL COMPLETELY GUARANTEE AND BE RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO:
WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN FOR A ONE YEAR GROWING PERIOD.
11.ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY
REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST
SPECIFICATIONS.
12.STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL
CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL.
13.WHERE SHOWN ON THE PLANS AND DETAILS, PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH A MINIMUM 3" DEPTH OF TRIPLE SHRED
HARDWOOD MULCH FROM A LOCAL MULCH SOURCE HARVESTED IN A SUSTAINABLE MANNER.
14.BIODEGRADABLE WEED MATTING (ALL-PRO WEED MAT OR APPROVED EQUAL) SHALL BE REQUIRED IN SHRUB BEDS AT BUILDING FACADE.
15.ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL
PLANTING BEDS AT SPACING SHOWN.
16.THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING IN STAGES FOR SOIL STABILIZATION AS AREAS ARE
COMPLETED AFTER GRADING.
17.THIS PLAN DOES NOT PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP PLAN.
REQUIREMENT
PLANTING NOTES:
LANDSCAPE COMPLIANCE CHART
SECTION
SECTION 6 -
LANDSCAPE REQUIREMENTS
FOR NEW DEVELOPMENT
BUNN, NC
COMPLIES
1.YES.
2.YES.
3.YES.
NC HIGHWAY 39(S. MAIN ST.)LODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD
L
O
D
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODBASIN #2
PROP. BLDG.
8,500 SF
W W W W W W W W
WW
WW
WWW W W W W W W WWWWWF F F F F F F F
F
F
F
FFFF F F F F F F FFFFFFE E E E E E E E
EEEEEE
E E E E E E E EEEEEEBASIN #1W PROP. RIP-RAP (TYP.)3.13.02.73.13.43.73.94.34.34.34.34.03.83.63.32.93.23.53.43.33.02.72.42.11.81.51.31.11.01.01.01.11.31.51.82.02.32.62.93.13.33.53.53.22.93.23.43.41.11.41.72.02.32.73.03.33.53.53.33.03.43.84.04.34.74.84.84.74.44.24.03.73.23.43.63.53.43.12.82.52.32.01.71.51.31.21.11.21.31.41.72.02.22.52.83.13.43.63.73.73.53.33.73.84.04.24.34.24.01.61.92.22.42.62.72.62.52.93.23.43.74.04.24.24.13.83.53.33.02.52.62.72.62.52.32.01.71.41.21.00.90.70.60.60.70.81.01.21.51.82.12.42.73.13.33.63.73.73.63.94.54.74.95.25.35.35.25.04.94.74.33.93.93.93.73.53.32.92.62.42.11.81.61.41.31.21.31.41.51.82.02.32.62.93.23.43.73.94.04.04.04.44.54.54.64.84.84.74.41.51.82.12.42.62.82.82.83.03.53.63.94.24.34.44.24.03.73.53.32.82.82.82.72.52.21.91.61.41.21.00.80.70.60.60.70.81.01.31.61.92.22.52.83.23.53.73.94.04.24.54.95.25.35.45.55.55.55.45.25.04.64.44.14.03.83.63.43.02.72.52.22.01.71.61.41.41.41.41.61.82.12.32.62.93.23.43.63.84.14.34.54.85.15.25.25.35.25.04.74.23.91.61.92.22.52.83.03.03.03.13.53.63.84.04.24.24.13.93.73.53.23.03.03.02.92.62.32.01.71.41.21.00.80.70.60.60.70.91.11.31.72.02.22.62.93.23.53.73.94.14.34.64.85.05.25.45.45.45.45.25.14.84.64.44.23.93.73.53.33.02.72.52.22.01.81.61.51.51.41.51.61.82.12.32.62.93.13.33.63.84.04.34.54.85.15.35.45.55.55.45.24.84.54.01.72.02.42.73.03.13.23.13.13.63.94.14.24.44.44.34.13.93.73.23.13.23.23.02.82.52.11.81.51.21.00.90.80.70.70.80.91.11.41.71.92.22.52.83.13.33.63.84.04.24.44.74.95.05.05.15.15.04.94.94.74.54.34.03.83.63.43.22.92.62.42.22.01.81.71.61.51.51.61.71.92.12.42.62.83.03.23.53.74.04.24.54.74.95.15.35.45.55.45.35.24.94.43.93.81.82.22.52.83.03.23.33.43.53.74.14.54.74.84.94.74.64.23.83.63.43.33.23.12.92.62.31.91.61.41.11.00.80.80.70.80.91.11.31.61.82.12.42.74.64.54.54.54.44.23.93.73.53.23.02.82.52.32.11.91.81.61.61.51.61.71.82.02.22.42.62.82.93.13.43.73.94.24.44.64.74.85.05.15.25.25.15.04.84.64.34.03.93.71.92.22.52.72.93.13.33.53.73.94.14.34.44.44.54.44.34.24.03.83.53.43.23.02.82.62.32.01.71.41.21.00.90.80.80.80.91.01.21.41.72.01.81.71.61.61.61.71.81.92.02.22.42.62.72.83.03.33.63.84.04.14.24.24.34.54.64.74.84.84.84.64.44.24.03.83.63.43.21.82.12.42.62.83.03.23.53.74.04.24.34.44.44.54.44.34.34.13.83.63.33.12.92.72.42.22.01.71.41.21.10.90.80.80.80.81.01.11.31.51.81.61.61.61.71.92.02.12.22.32.52.62.62.73.03.33.53.73.73.73.84.04.24.34.34.34.44.54.44.24.03.83.73.53.33.02.72.42.11.81.51.20.90.71.82.02.22.42.72.93.23.43.74.04.24.24.24.34.34.24.24.24.03.83.53.23.02.82.52.32.11.91.61.41.21.10.90.80.80.70.80.91.01.11.31.61.71.82.02.12.22.22.32.42.42.22.32.62.83.03.13.23.33.43.63.83.93.93.94.04.24.24.13.83.73.53.33.12.92.62.32.11.81.51.20.90.71.61.82.12.32.52.83.03.33.63.83.93.93.94.04.03.93.93.93.83.63.43.12.92.62.42.21.91.71.51.31.21.00.90.80.70.70.70.80.91.01.11.82.02.12.22.32.32.42.42.21.81.72.02.12.32.42.52.72.93.23.33.53.53.53.63.83.93.83.73.53.23.12.92.72.42.11.91.71.41.10.90.61.51.71.92.22.42.62.93.23.43.53.63.53.53.63.63.53.53.63.63.43.23.02.72.52.32.01.81.61.41.31.11.00.90.80.70.70.60.70.70.80.92.12.32.42.42.42.42.52.11.51.21.41.51.61.71.92.12.32.52.82.82.93.03.13.33.53.53.43.23.02.82.62.42.21.91.71.51.31.00.80.61.41.61.92.12.32.52.83.03.13.23.23.13.13.23.23.13.13.23.23.23.02.82.62.42.22.01.71.51.41.21.10.90.80.70.70.60.60.60.60.70.72.32.42.62.62.62.62.52.11.20.80.91.01.01.11.41.61.82.02.22.52.72.82.92.92.92.82.82.82.92.82.82.92.92.92.92.72.52.32.11.91.71.51.31.21.00.90.80.70.60.60.50.50.50.50.52.72.82.82.82.72.72.11.00.50.60.60.71.41.61.82.02.22.42.62.72.82.72.62.62.62.62.72.62.62.62.72.82.72.62.52.32.11.91.71.51.31.11.00.90.80.70.60.50.50.40.40.40.42.93.03.13.13.02.92.30.90.40.40.41.31.51.72.02.22.42.52.62.62.62.52.42.42.52.62.42.42.52.52.62.62.62.52.32.11.91.71.51.31.11.00.90.80.70.60.50.40.40.30.30.33.33.43.43.33.22.50.90.30.31.31.51.71.92.22.42.52.62.62.52.52.42.42.42.62.42.42.42.52.62.62.62.52.32.11.91.71.51.31.11.00.80.70.60.60.50.40.30.30.30.33.53.63.63.53.42.70.90.31.31.51.71.92.22.42.52.62.72.62.52.52.52.52.62.52.52.52.62.72.72.62.52.32.11.91.71.51.31.11.00.90.70.60.50.40.40.30.30.20.23.73.83.83.63.61.31.51.72.02.22.42.62.72.82.82.72.72.72.72.82.72.72.72.82.82.82.72.52.32.11.91.71.51.31.11.00.90.70.60.50.40.40.30.30.20.23.94.04.03.73.61.41.61.82.02.22.42.72.83.03.03.02.92.93.03.03.02.93.03.03.03.02.82.62.42.22.01.71.51.31.21.00.90.70.60.50.40.30.30.20.20.24.14.24.03.63.31.41.61.82.12.32.52.83.03.23.33.33.33.33.33.43.33.33.33.43.33.23.02.72.52.22.01.81.61.41.21.10.90.80.60.50.40.30.30.20.20.24.44.44.13.43.01.51.71.92.22.42.62.93.23.43.63.73.73.73.73.73.73.73.73.73.63.43.12.82.62.42.11.91.71.51.31.10.90.80.60.50.40.30.30.20.24.64.74.53.93.51.61.82.12.32.52.83.03.33.63.84.04.14.04.14.04.14.04.14.03.83.53.23.02.72.52.22.01.81.61.41.21.00.80.70.50.40.30.20.20.24.84.94.94.23.71.72.02.22.42.72.93.13.43.73.94.24.34.34.34.34.34.34.34.13.93.63.33.12.92.62.42.21.91.71.41.21.00.80.70.50.40.30.20.25.25.14.54.01.82.12.42.62.83.03.23.43.73.94.14.34.44.44.34.44.44.34.13.83.63.43.23.02.72.52.32.01.71.41.21.00.80.60.50.30.20.25.45.24.74.21.82.12.52.72.93.13.33.43.63.84.04.24.44.64.64.54.44.23.93.83.63.43.23.12.92.72.42.01.71.41.20.90.80.60.40.30.25.55.45.04.61.72.02.42.73.03.23.23.33.43.54.04.44.54.74.74.64.54.33.93.53.33.23.23.12.92.72.31.91.61.31.10.90.75.65.55.14.61.51.92.22.62.93.03.13.13.03.43.73.84.04.24.24.14.03.83.63.33.03.13.13.02.82.52.11.81.51.21.00.80.65.55.55.14.61.51.82.12.42.72.92.92.93.03.53.63.84.04.24.34.24.03.83.63.42.92.92.92.82.62.32.01.71.41.21.00.80.65.45.34.94.51.51.82.12.32.62.72.72.72.83.43.53.84.04.34.34.34.03.83.53.32.72.72.72.72.52.32.01.71.41.21.00.80.65.35.24.64.11.51.82.12.32.52.62.52.42.63.03.23.53.84.14.14.03.73.43.12.92.52.52.62.62.52.32.01.71.41.21.00.80.65.15.14.43.94.84.84.23.64.64.33.73.34.34.03.42.94.13.93.53.33.93.83.63.51"=20'
0 2051020
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2017\NCR172042\DRAWINGS\PLAN SETS\NCR172042IP0.DWG PRINTED BY: WSWARINGEN 10.31.17 @ 5:15 PM LAST SAVED BY: WSWARINGEN
NCR172042
WES
WLB
10/27/17
PRELIMINARY
SITE PLAN
DAVITA, INC.
565 S. MAIN ST.
BUNN, NC 27508
FRANKLIN COUNTY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone:[phone]
[e-mail] THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERINGSEAL
040241
WYA
TT L . B O N EE
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA10/31/17
AS SHOWN
IP0
C-8.0
LIGHTING PLAN
NOT TO SCALE
TRAFFIC RATED CLEANOUT DETAIL
3000 P.S.I. CONCRETE
SAND CUSHION
4" SEWER CLEANOUT CAP
6" PVC ENCASEMENT PIPE
ASPHALT OR
CONCRETE AS
DETERMINED BY
TRAFFIC SURFACE
3,000 P.S.I CONCRETE
TRAFFIC RATED CLEANOUT COVER
2" ASPHALT OR CONCRETE
FINISHED GRADE
18" SQUARE CONCRETE
ENCASEMENT
(3000 P.S.I CONCRETE)4" MAX.18"S
TEST PIT (TO BE HAND DUG)
FINISHED GRADE
1.5' MIN. CLEARANCE
UTILITY CONFLICT
1. CONTRACTOR TO COORDINATE WATERLINE ADJUSTMENT WITH APPROPRIATE INSPECTOR, BASED UPON LOCAL
JURISDICTIONAL REQUIREMENTS AND FIELD CONDITIONS.
2. CONTRACTOR TO HAND DIG TEST PIT AT ANTICIPATED CROSSING LOCATION TO DETERMINE EXISTING WATERLINE
DEPTH, TOTAL WATERLINE DEFLECTION REQUIRED, AND BEST METHOD FOR WATERLINE ADJUSTMENT.
3. VERTICAL BENDS (INSTALLED PER LOCAL STANDARDS) AS REQUIRED.
4. PIPE DEFLECTION AT JOINTS (PER LOCAL STANDARDS)
WATERLINE
ADJUSTMENT
USING FITTINGS
(VERTICAL
BENDS) (SEE
NOTE 3)
WATERLINE
ADJUSTMENT
USING DEFLECTION
AT PIPE JOINTS
(SEE NOTE 4)
EX. MAIN
SEE NOTE 4
ADJUSTMENT TO
EXTEND BEYOND LIMITS
OF CONFLICTS (3' MIN.,
EACH SIDE, CHECK
LOCAL STANDARDS).
NOT TO SCALE
WATERLINE ADJUSTMENT DETAIL
NOTES:
NOT TO SCALE
BOLLARD MOUNTED ADA PARKING SIGN DETAIL
ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT
WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES3'-0"7'-0" TO BOTTOM OFLOWEST REQUIRED SIGN1'-6"2'-0"18"12"6"NOTE:
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
NOT TO SCALE
EXAMPLE ONE
NOT TO SCALE
EXAMPLE TWO
0.50% MIN
LIMITS OF
PROP PVMT
(SEE NOTE 4)1.0% MI
N
1.
0
%

M
I
N
0.50% MIN
NOT TO SCALE
EXAMPLE THREE
FLUME
(SEE NOTE 5)
EXAMPLE 3
NOTES:
1. CONTRACTOR TO INSTALL CURB AND GUTTER AT ELEVATION OF EXISTING PAVEMENT (ELEVATION AT EDGE OF
GUTTER PAN MATCHES ELEVATION AT EXISTING PAVEMENT, UNLESS PLANS AND/OR SCHEMATICS INDICATE
DIFFERENTLY.
2. CONTRACTOR TO PROVIDE GUTTER PANS (COLLECTOR/SPILL) PER GRADING PLAN. SHADED GUTTER PAN
REPRESENTS FULL SPILL SECTION, NON-SHADED IS COLLECTOR. CONTRACTOR TO PROVIDE 3 FOOT TRANSITIONS
BETWEEN SPILL AND COLLECTOR SECTIONS.
3. PLAN INTENT IS TO PROVIDE A MINIMUM SLOPE OF 0.50% ALONG COLLECTOR CURB. IF FIELD CONDITIONS
AND/OR PLAN REPRESENTATION DOES NOT PROVIDE MINIMUM SLOPE REQUIREMENTS, CONTRACTOR IS TO
CONTACT ENGINEER PRIOR TO POURING CURB AND GUTTER. BOHLER ENGINEERING SHALL BE HELD HARMLESS
FOR ANY CURB AND GUTTER POURED THAT DOES NOT MEET MINIMUM REQUIREMENTS.
4. IN THOSE SITUATIONS WHERE RE-GRADING OF PARKING AND PAVEMENT REMOVAL IS NECESSARY (SEE
EXAMPLE 2), THE CONTRACTOR IS TO VERIFY THAT THE RESULTANT GRADIENT AT THE HIGH SIDE OF THE ISLAND
PROVIDES 1% PAVEMENT SLOPE, PER PLAN INTENT.
5. IN ISLANDS WHERE FLUMES ARE INDICATED, THE CONTRACTOR SHALL PROVIDE A FLAT BOTTOMED FLUME AT
THE SPECIFIED WIDTH. MINIMUM FLUME SLOPE SHALL BE 0.50%.
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2017\NCR172042\DRAWINGS\PLAN SETS\NCR172042SD0.DWG PRINTED BY: WSWARINGEN 10.31.17 @ 5:15 PM LAST SAVED BY: WSWARINGEN
NCR172042
WES
WLB
10/27/17
PRELIMINARY
SITE PLAN
DAVITA, INC.
565 S. MAIN ST.
BUNN, NC 27508
FRANKLIN COUNTY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone:[phone]
[e-mail] THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERINGSEAL
040241
WYA
TT L . B O N EE
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA10/31/17
AS SHOWN
SD0
D-1.0
CONSTRUCTION
DETAILS 1
NOT TO SCALE
HEAVY DUTY ASPHALT PAVEMENT SECTION
1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 4 PER GEOTECHNICAL REPORT
PREPARED BY ECS SOUTHEAST, LLP, ENTITLED GEOTECHNICAL ENGINEERING REPORT.
BUNN DIALYSIS SITE, DATED 8/11/17 (PROJECT #06:23602). FINAL DESIGN TO BE
PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB-BASE..
NOTE:
3" ASPHALT SURFACE COURSE (SFA9.5A)
8" COMPACTED STONE BASE
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
NOT TO SCALE
STANDARD DUTY ASPHALT PAVEMENT SECTION
1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 4 PER GEOTECHNICAL
REPORT PREPARED BY ECS SOUTHEAST, LLP, ENTITLED GEOTECHNICAL
ENGINEERING REPORT. BUNN DIALYSIS SITE, DATED 8/11/17 (PROJECT
#06:23602). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE
ON COMPACTED SUB-BASE.
NOTE:
2" ASPHALT SURFACE COURSE (SF9.5A)
6" COMPACTED STONE BASE
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
NOT TO SCALE
CONCRETE-TO-ASPHALT DETAIL
TACK COAT
(APPLIED AT A RATE
OF 0.2 GALLONS/S.Y.)
PAVEMENT SURFACE
(SEE PAVEMENT DETAIL)
CONCRETE PAVEMENT SECTION
NOT TO SCALE
CONCRETE SIDEWALK DETAIL
VARIES
3:1 MAX.
3
:
1
M
A
X
.
3
:
1
M
A
X
.3:1 MAX.
1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED
AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL
TO SIDEWALK WIDTH.
2% MAX. CROSS SLOPE
NOTE:
COMPACTED SUBGRADE (PER
GEOTECHNICAL REPORT)4" THICK, COMPACTED
STONE BASE (TYPE 2a)
4" CLASS A CONCRETE
(3000 P.S.I. @ 28 DAYS)
2' MIN. CLEAR ZONE
(TYP., LT. & RT.)
NOT TO SCALE
CURB BREAK DETAIL
3' TAPER _' CURB
BREAK
3' TAPER
GUTTER PAN
3' RIP-RAP PAD
3' TAPER
_' CURB
BREAK 3' TAPER
ELEVATION
PLAN
PAVED SURFACE/ CONC. PAD
STD. CURB (PER SITE PLAN)
1" RADIUS
NOT TO SCALE
HEAVY DUTY CONCRETE SECTION
1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 4 PER GEOTECHNICAL
REPORT PREPARED BY ECS SOUTHEAST, LLP, ENTITLED GEOTECHNICAL
ENGINEERING REPORT. BUNN DIALYSIS SITE, DATED 8/11/17 (PROJECT
#06:23602). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE
ON COMPACTED SUB-BASE.
NOTE:
6x6 WWM (10 GA.)
6" CONCRETE 6" COMPACTED STONE BASE
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
12:1 MAX.
SLOPE
5'-0"
MIN.
12:1 MAX.
SLOPE
NOT TO SCALE
ADA ACCESSIBLE RAMP DETAIL
ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA
ACCESSIBLE GUIDELINES.
NOTE:
TRUNCATED DOME PATTERN
EDGE OF CURB
1:1
2

SL
O
P
E
1:12
SLOPE
3' MI
N
.
NOT TO SCALE
ADA ACCESSIBLE RAMP DETAIL
1. ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT
ADA ACCESSIBLE GUIDELINES.
3' MI
N.
NOTE:
TRUNCATED
DOME PATTERN
MAX
1:12 SLOPE
MA
X
MAX
FLUSH CURB
SEE SITE PLAN
FOR DIMENSION
MAX 2% IN ANY DIRECTION
AT LANDING
NOT TO SCALE
CONCRETE CURB & GUTTER DETAIL
2'-0"
6"1"6"1"PAVEMENT DIMENSION(S) ON PLAN VIEW
REFER TO FACE OF CURB
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" (±1/16") WIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, AND ALL P.C.'S.
5. GUTTER PAN SLOPE TO BE ADJUSTED WITHIN ACCESSIBLE PARKING SPACES TO MATCH SLOPE BETWEEN SPOT ELEVATIONS.
2'-0"
6"
1"1"6"1"SPILL CURB & GUTTER COLLECTOR CURB & GUTTER6"PAVEMENT DIMENSION(S) ON PLAN
VIEW REFER TO FACE OF CURB
5"NOTES:
1-1/2"R 1-1/2"R
1
1
2% MAX. SLOPE17"5"
1.CONCRETE TO BE 4000 P.S.I. @ 28 DAYS.
NOTE:
4" COMPACTED 21-A STONE
4" CONCRETE WALK
W/6x6 WWM (10 GA)
PROPOSED PAVEMENT
(SEE PAVEMENT DETAIL)
TACK COAT
(APPLIED @ 0.2
GALLONS/S.Y.)
NOT TO SCALE
MONOLITHIC CURB & FLUSH SIDEWALK
DETAIL
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2017\NCR172042\DRAWINGS\PLAN SETS\NCR172042SD0.DWG PRINTED BY: WSWARINGEN 10.31.17 @ 5:15 PM LAST SAVED BY: WSWARINGEN
NCR172042
WES
WLB
10/27/17
PRELIMINARY
SITE PLAN
DAVITA, INC.
565 S. MAIN ST.
BUNN, NC 27508
FRANKLIN COUNTY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone:[phone]
[e-mail] THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERINGSEAL
040241
WYA
TT L . B O N EE
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA10/31/17
AS SHOWN
SD0
D-1.1
CONSTRUCTION
DETAILS 2
3
1
3
1
OUTLET PIPE (SEE TABLE BELOW)
RISER RIM
SOD SIDESLOPES
SOD SIDESLOPES
3' FILL SOIL MEDIA
MIX: 75-85% MEDIUM TO COARS WASHED SAND
8-10% FINES
5-10% ORGANIC MATTER
BASIN
BOTTOM OF BASIN
ELEV.
RISER
STRUCTURE
2 R-2 280.80'
4" WASHED SAND
6" #57 STONE
CLEANOUT (SEE PLAN FOR APPROX.
LOCATION)
4" PVC PERFORATED UNDERDRAIN (SEE
PLAN FOR LAYOUT AND INVERTS)
TOP OF
EMBANKMENT
282.80'
TOP OF EMBANKMENT
1 R-1 279.80'281.30'
TYPICAL BIORETENTION CROSS-SECTION
FILTER FABRIC
2.00' MIN.
EL 281.89 (10-YR)
SECTION B-B
NOTES:
1. RISER TO BE PRE-CAST CONCRETE STRUCTURE. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL.
18"
OUTLET PIPE
PEAKED ROOF TRASH
RACK
EL 281.84 (2-YEAR)
EL 282.30'
(TOP OF RISER)
A
B B
A
SECTION A-A
TRASH RACK
(REMOVED FOR CLARITY)6"EL 281.97 (100-YR)
6" PVC TEE
18"ELBOWS WITH PIPE STUB AS
NEEDED TO REACH ELEV : 280.30'4.0'3.0'3.0'4.0'FROM MOSTUPSTREAMCLEANOUTRISER 2
2.00' MIN.
EL 280.88 (10-YR)
SECTION B-B
NOTES:
1. RISER TO BE PRE-CAST CONCRETE STRUCTURE. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL.
18"
OUTLET PIPE
PEAKED ROOF TRASH
RACK
EL 280.85(2-YEAR)
EL 280.80
(TOP OF RISER)
A
B B
A
SECTION A-A
TRASH RACK
(REMOVED FOR CLARITY)6"EL 280.96 (100-YR)
6" PVC TEE
18"ELBOWS WITH PIPE STUB AS
NEEDED TO REACH ELEV : 278.30'4.0'3.0'3.0'4.0'FROM MOSTUPSTREAMCLEANOUTRISER 1
OUTLET PIPE
(DIA)
18"
18"
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2017\NCR172042\DRAWINGS\PLAN SETS\NCR172042SD0.DWG PRINTED BY: WSWARINGEN 10.31.17 @ 5:15 PM LAST SAVED BY: WSWARINGEN
NCR172042
WES
WLB
10/27/17
PRELIMINARY
SITE PLAN
DAVITA, INC.
565 S. MAIN ST.
BUNN, NC 27508
FRANKLIN COUNTY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone:[phone]
[e-mail] THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERINGSEAL
040241
WYA
TT L . B O N EE
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA10/31/17
AS SHOWN
SD0
D-2.0
EROSION AND
SEDIMENT
CONTROL
DETAILS
3' FILTER FABRIC
ON GROUND
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
SILT FENCE
FRONT VIEW
SECTION VIEW
STEEL FENCE POST
SET MAX 2' APART
MIN. 18" INTO SOLID
GROUND
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH
4' MIN.
NOTES:
1.REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2.REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
NOT TO SCALE
SILT FENCE OUTLET
ON THIS SHEET)10' (MAX.)3
1
(MAX SIDE
SLOPE TYP.)
CONSTRUCT SILT FENCE
AROUND PERIMETER OF
STOCKPILE (SEE DETAIL
STABILIZATION NOTES
IN ACCORDANCE WITH TEMPORARY
MAINTAIN STOCK PILE SURFACE
TEMPORARY
STOCKPILE DETAIL
NOTES:
1.CONCRETE WASTE MANAGEMENT PERTAINS TO WASTE FROM CONCRETE
READY-MIX TRUCKS, MASONRY OPERATIONS, AND SIMILAR WASTE.
2.CONCRETE MATERIALS ONSITE, INCLUDING EXCESS CONCRETE, SHALL BE
CONTROLLED AND MANAGED TO AVOID CONTACT WITH SURFACE WATERS,
WETLANDS OR BUFFERS. NO CONCRETE OR CEMENT SLURRY SHALL BE
DISCHARGED FROM THE SITE. ANY HARDENED CONCRETE RESIDUE WILL BE
DISPOSED OF, OR RECYCLED ON SITE, IN ACCORDANCE WITH LOCAL AND STATE
SOLID WASTE REGULATIONS.
3.DISCHARGE OF EXCESS OR WASTE CONCRETE AND/OR WASH WATER FROM
CONCRETE TRUCKS IS ALLOWED AT THE CONSTRUCTION SITE. ONLY
COMMERCIALLY AVAILABLE ABOVE GROUND PORTABLE CONCRETE WASHOUT
CONTAINERS ARE ALLOWED AND SHALL BE PROTECTED FROM VEHICLE TRAFFIC
AND CLEARLY IDENTIFIED BY LEGIBLE SIGNAGE, AND SHALL BE LOCATED
OUTSIDE OF VEGETATED BUFFERS AND AS FAR AS PRACTICABLE FROM
STORMWATER CONVEYANCES AND IMPOUNDMENTS AND WATER BODIES.
PORTABLE CONCRETE WASHOUT CONTAINERS SHALL CONTAIN AND/OR
ACTIVELY MANAGE BOTH, SOLID AND FLUID, COMPONENTS OF THE MIX.
CONCRETE WASHOUT CONTAINERS SHALL BE CLEANED OR EXCHANGED WHEN
THE REMAINING VOLUME IS REDUCED BY 85% TO PREVENT ANY POTENTIAL
OVERFLOW IN A STORM EVENT.
4.ALTERNATIVELY, WASTE CONCRETE CAN BE PLACED INTO FORMS TO MAKE RIP
RAP AND/OR OTHER USEFUL CONCRETE PRODUCTS. PORTABLE CONCRETE
WASHOUT CONTAINERS SHALL BE DISPOSED IN ACCORDANCE WITH APPLICABLE
LOCAL, STATE AND FEDERAL REGULATIONS. THE GC IS RESPONSIBLE FOR
ASSURING THAT THESE PROCEDURES, APPLICABLE LAWS, AND ENVIRONMENTAL
REGULATIONS ARE FOLLOWED. THE LOCATION OF CONCRETE WASHOUT
CONTAINERS SHALL BE SHOWN ON THE SITE MAPS.
CEMENT AND CONCRETE WASHOUT
FILTERED
WIRE MESH
CONCRETE BLOCKS
PLAN SECTION
AGGREGATE
FINISHED GRADE
RUNOFF
SEE NOTE 2
GRATED INLET
WATER
NOTES:
1.PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF INLET ON THEIR SIDES, WITH ENDS OF ADJACENT
BLOCKS ABUTTING.
2.HEIGHT OF BARRIER VARIES. USE STACKS OF 4", 8", OR 12" BLOCKS. MIN. HEIGHT OF BARRIER SHALL BE 12" AND MAX.
HEIGHT SHALL BE 24".
3.PLACE HARDWARE CLOTH/WIRE MESH W/ MAX. 1/2" OPENINGS OVER VERTICAL FACE OF CONCRETE BLOCKS.
4.THE AGGREGATE SHALL BE 3/4"-2" ANGULAR CLEAN STONE, WHICH WILL SLOW THE FLOW OF THE WATER AND ALLOW IT TO
FILTER THROUGH AND OVER THE MATERIAL BEFORE ENTERING THE INLET.
MIRAFI 140 N
GEOTEXTILE FABRIC
CONCRETE BLOCKS
GRATED INLET AGGREGATE
WIRE MESH
MIRAFI 140 N GEOTEXTILE FABRIC
MAINTENANCE NOTES:
1.INLET PROTECTION DEVICES MUST BE INSPECTED FOR SEDIMENT ACCUMULATION WITHIN THE CATCH BASIN (IF USING INSERT-TYPE DEVICE)
OR UPGRADIENT OF THE INLET.
2.REMOVAL OF SEDIMENT ACCUMULATED IN OR ADJACENT TO A STORM DRAIN INLET MUST BEGIN IMMEDIATELY UPON DISCOVERY, WITH
COMPLETION OF THE ACTIVITY OCCURRING NO LATER THAN THE END OF THE FOLLOWING BUSINESS DAY.
3.INLET PROTECTION DEVICES SHALL BE INSPECTED FOR UNINTENDED BYPASS OR IMPROPER FLOW-RATES THAT MAY CAUSE DOWNSTREAM
FLOODING.
4.CONTACT THE CEC FOR ALTERNATE INLET PROTECTION IF THE DESIGNED PROTECTION MAY IMPACT DOWNSTREAM BMPS, ADJACENT
SLOPES, ETC., DUE TO PONDING ISSUES. ENSURE THAT NO UNDERMINING OF INLET PROTECTION DEVICES HAS OCCURRED.
5.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION.
NOT TO SCALE
NCDENR MAINTENANCE NOTE:
TEMPORARY BLOCK AND GRAVEL DROP INLET PROTECTION - INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (112 INCH OR GREATER) RAINFALL AND MAKE REPAIRS AS NEEDED. REMOVE SEDIMENT AS NECESSARY TO
PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN
ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL, AND EITHER SALVAGE OR DISPOSE OF IT
PROPERLY. BRING THE DISTURBED AREA TO PROPER GRADE, THEN SMOOTH AND COMPACT IT. APPROPRIATELY STABILIZE ALL
BARE AREAS AROUND THE INLET.
IPBLOCK AND AGGREGATE INLET PROTECTION
PLAN VIEW
STANDARD CONSTRUCTION ENTRANCE
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS NOT
REMOVED BY THE VEHICLE TRAVELING OVER THE STONE, THEN THE
TIRES OF THE VEHICLES MUST BE WASHED BEFORE ENTERING THE
PUBLIC ROAD.
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON TO THE
PUBLIC ROAD, THE TOWN WILL CLEAN THE AREA AND INVOICE THE
FINANCIALLY RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
RESPONSIBILITY FORM.
BUT SUFFICIENT TO
KEEP SEDIMENT ON
SITE
EXISTING ROADWAY
2"-3" STONE TO BE USED
(SURGE STONE OR RAILROAD BALLAST)
15' OR WIDTH OF
PROPOSED STREET,
WHICHEVER IS
GREATER.
NEW CONSTRUCTION
50'
EXISTING ROADWAY
GEOTEXTILE FABRIC UNDER
STONE
6" MIN.
50'
NOT TO SCALE
NCDENR MAINTENANCE NOTE:
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE- MAINTAIN THE GRAVEL PAD IN
A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION
SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE. AFTER EACH
RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT
AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED,
WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
CROSS SECTION
NOT TO SCALE
6. PLACE STAPLES/STAKES PER MANUFACTURER'S RECOMMENDATION FOR THE APPROPRIATE SLOPE BEING APPLIED.
IN APPROPRIATE LOCATIONS AS PER MANUFACTURES RECOMMENDATION.
STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET.
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12"
DETAIL 2. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH.
WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH AS SHOWN IN
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE SEAM STITCH
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH MINIMUM 6" OVERLAP. TO ENSURE PROPER SEAM ALIGNMENT,
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
ON THE PREVIOUSLY INSTALLED BLANKET.
3" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
1. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO
1.
PROPERLY SECURE THE BLANKETS.
NOTES:
BLANKET WIDTH.
3B.
3A.
4"-6"
4.
3"
5.
6"
12"
2.
6"
2. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SPECIFICATION FOR PRODUCT SELECTION.
MAINTENANCE NOTES:
1.INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT REPAIR IMMEDIATELY.
2.GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR
BENEATH THE RECP.
3.ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE
GROUND SHALL BE REPAIRED AND STAPLED.
4.IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE
FIXED AND THE ERODED AREA PROTECTED.
5.MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
EROSION CONTROL BLANKET (SLOPE INSTALLATION)
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2017\NCR172042\DRAWINGS\PLAN SETS\NCR172042LP0.DWG PRINTED BY: WSWARINGEN 10.31.17 @ 5:16 PM LAST SAVED BY: WSWARINGEN
NCR172042
WES
WLB
10/27/17
PRELIMINARY
SITE PLAN
DAVITA, INC.
565 S. MAIN ST.
BUNN, NC 27508
FRANKLIN COUNTY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone:[phone]
[e-mail] THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERINGSEAL
040241
WYA
TT L . B O N EE
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA10/31/17
AS SHOWN
LP0
D-3.0
LANDSCAPE
DETAILS
LANDSCAPE SPECIFICATIONS
1. SCOPE OF WORK:
THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING
AND MULCHING INCLUDING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY
THE GENERAL CONTRACTOR.
2. MATERIALS
A.GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS.
B.TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS,
ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE MATTER AND CLAY CLODS.
C.LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT,
AND SEEDED OR SODDED IN ACCORDANCE WITH THE PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES.
1.1.LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED.
1.2.SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS.
1.3.SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE.
D.MULCH - THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL
BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN.
E.FERTILIZER
1.1.FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF
MANUFACTURER. FERTILIZER SHALL BE STORED IN A WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE.
1.2.FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD
NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY A CERTIFIED SOIL LABORATORY.
F.PLANT MATERIAL
1.1.ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS
PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION.
1.2.IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL PLANT MATERIAL.
1.3.PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST ONE PLANT OF EACH SPECIES FOR VERIFICATION
PURPOSES DURING THE FINAL INSPECTION.
1.4.TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1¼", WHICH HAVE NOT BEEN COMPLETELY CALLUSED,
SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES.
1.5.ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH: WELL DEVELOPED BRANCHES, DENSELY
FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF DISEASE, INSECTS, PESTS, EGGS OR LARVAE.
1.6.CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP
TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE CALIPER
SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE.
1.7.SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE LONGEST BRANCH.
1.8.TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL.
3. GENERAL WORK PROCEDURES
A.CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE
END OF EACH WORKDAY. ALL DEBRIS, MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF.
B.WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS SHALL NOT BE BURIED, INCLUDING ORGANIC
MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE.
4. SITE PREPARATIONS
A.BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF IN
ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN.
B.ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE
TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL
SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH
DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS
NEEDED TO PREVENT SHOCK OR DECLINE.
C.CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL.
UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK.
5. TREE PROTECTION
A.CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP
LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE
STRICT TREE PROTECTION ZONE SHALL BE HONORED.
B.A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY 'VISI-FENCE', OR APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL
BE PLACED ALONG THE BOUNDARY OF THE TREE PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED
WITHIN THE TREE PROTECTION DETAIL.
C.WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING AGENCY PRIOR TO DEMOLITION, GRADING, TREE
CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR
AND MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED.
D.AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE.
6. SOIL MODIFICATIONS
A.CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED
SOIL LABORATORY.
B.LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL. SOIL
MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS.
C.THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. COMPOSITION OF AMENDMENTS SHOULD BE REVISED
DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS PERFORMED BY A CERTIFIED SOIL LABORATORY.
1.1.TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6-12". USE COMPOSTED BARK,
COMPOSTED LEAF MULCH OR PEAT MOSS. ALL PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF OR
WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5.
1.2.TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR
AGRICULTURAL GYPSUM. COARSE SAND MAY BE USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. SUBSURFACE
DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE.
1.3.MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX.
7. FINISHED GRADING
A.UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF
FINE-GRADING WITHIN THE DISTURBANCE AREA OF THE SITE.
B.LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE
FINISHED GRADE LESS THE REQUIRED TOPSOIL THICKNESS (1"±).
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 FOUR INCH (4") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS.
TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS.
B.ON-SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS NOT BEEN PROPERLY
REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION.
C.CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON-SITE TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH
AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS
SECTION ABOVE.
D.ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE
DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO
DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA):
1.1.20 POUNDS 'GROW POWER' OR APPROVED EQUAL
1.2.20 POUNDS NITRO-FORM (COURSE) 38-0-0 BLUE CHIP
E.THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS.
9. PLANTING
A.INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR
SHALL PROTECT UNINSTALLED PLANT MATERIAL. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS THAT
WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE.
B.PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN
ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION.
C.ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED
BRANCHING SHALL BE REMOVED.
D.ALL PLANTING CONTAINERS AND NON-BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT
FROM AROUND THE TRUNK OF THE TREE AND FOLDED DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING.
E.POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO
EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED.
F.PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE APPROVED LANDSCAPE PLAN, MUST BE INSTALLED,
INSPECTED AND APPROVED BY THE APPROVING AGENCY. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS
FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS:
1.1.PLANTS: MARCH 15 TO DECEMBER 15
1.2.LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1
G.PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION.
CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS.
H.FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH
TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS GREATLY
INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING SEASON:
ACER RUBRUM PLATANUS X ACERIFOLIA
BETULA VARIETIES POPULOUS VARIETIES
CARPINUS VARIETIES PRUNUS VARIETIES
CRATAEGUS VARIETIES PYRUS VARIETIES
KOELREUTERIA QUERCUS VARIETIES
LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA
LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES
I.PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE
ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH THE
FOLLOWING PREPARED SOIL MIXED THOROUGHLY:
·1 PART PEAT MOSS
·1 PART COMPOSTED COW MANURE BY VOLUME
·3 PARTS TOPSOIL BY VOLUME
·21 GRAMS 'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS:
A) 2 TABLETS PER 1 GALLON PLANT
B) 3 TABLETS PER 5 GALLON PLANT
C) 4 TABLETS PER 15 GALLON PLANT
D) LARGER PLANTS: 2 TABLETS PER ½" CALIPER OF TRUNK
J.FILL PREPARED SOIL AROUND BALL OF PLANT HALF-WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND
WATER THOROUGHLY.
K.ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE
BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF
THE ROOT BALL.
L.ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED TO
A MINIMUM BRANCHING HEIGHT OF 7' FROM GRADE.
M.GROUND COVER AREAS SHALL RECEIVE A ¼" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL PRIOR
TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE-EMERGENT CHEMICAL AS
PER MANUFACTURER'S RECOMMENDATION.
N.NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM
EXISTING STRUCTURES AND SIDEWALKS.
O.ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED AREA
OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB.
P.ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE
WATERING SPECIFICATIONS AS LISTED HEREIN.
10. TRANSPLANTING (WHEN REQUIRED)
A.ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT.
B.IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL,
ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND.
C.PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30.
D.UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE.
E.TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN.
F.IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES
GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE
MUNICIPALITY'S TREE REPLACEMENT GUIDELINES.
11. WATERING
A.NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING.
WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE
EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL CONTINUE
AT LEAST UNTIL PLANTS ARE ESTABLISHED.
B.SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE ON
SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED FOR
ALL NEWLY PLANTED TREES.
C.IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT
MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF
MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH.
12. GUARANTEE
A.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL
OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A
MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE
RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN
COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE.
B.ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD.
REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY
DEBRIS SHALL BE DISPOSED OF OFF-SITE, WITHOUT EXCEPTION.
C.TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT THE
90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE PREVENTATIVE
TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF
INSECTS AND DISEASE.
D.LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER
OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH,
ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS.
13. CLEANUP
A.UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE
CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED
AREAS ARE TO BE CLEANED.
B.THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER OR
AUTHORIZED REPRESENTATIVE.
B&B CONTAINER
FINISHED GRADE
NOT TO SCALE
8-12"
24" MINIMUM
DECIDUOUS AND EVERGREEN
SHRUB PLANTING DETAIL
3" THICK LAYER OF DARK
BROWN DOUBLE
SHREDDED HARDWOOD
MULCH
PLANT SHALL BE
TRANSPLANTED AT THE SAME
GRADE AS IT BORE IN THE
NURSERY PLOT PRIOR TO
BALLING AND BURLAPPING.
FOR CONTAINER-GROWN
SHRUBS, USE FINGER OR
SMALL HAND TOOLS TO PULL
THE ROOTS OUT OF THE OUTER
LAYER OF POTTING SOIL; THEN
CUT OR PULL APART ANY
ROOTS THAT CIRCLE THE
PERIMETER OF THE CONTAINER
PLANTING MIX:
1 PART PEAT MOSS
1 PART COW MANURE
3 PARTS TOPSOIL PLANTING
MIXTURE WILL CHANGE WITH
SOIL CONDITIONS
BEFORE PLANTING, ADD 3 TO 4"
OF WELL-COMPOSTED LEAVES
AND RECYCLED YARD WASTE
TO BED AND TILL INTO TOP 6"
OF PREPARED SOIL
PLACE SHRUB ON
FIRM SOIL IN
BOTTOM OF HOLE.
UNDISTURBED
SUBGRADE
SOIL SURFACE ROUGHENED
TO BIND WITH NEW SOIL.
REMOVE THE TOP 1/3 OF THE
WIRE BASKET IF PRESENT. ANY
AND ALL TWINE SHALL BE
REMOVED FROM THE SHRUB
BEFORE BACKFILLING. BURLAP
SHALL BE FOLDED BACK INTO
PLANTING HOLE
NOT TO SCALE
EXISTING SUBSOILMINIMUM 6" TOPSOIL
FINISHED GRADE
PERENNIAL/GROUND COVER PLANTING DETAIL
3" THICK LAYER OF
DARK BROWN DOUBLE
SHREDDED HARDWOOD
MULCH
D
DD
TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT
PLANT MATERIAL SPACED AS
SPECIFIED. SEE LANDSCAPE
SCHEDULE FOR PROPOSED SPACING.
INCORPORATE 2" OF PEAT INTO 6" OF
PLANTING MIXTURE, AS SPECIFIED
D= PROPOSED ON CENTER
(O.C.) SPACING
SEE LANDSCAPE SCHEDULE
FOR FOR REQUIRED SPACING
TYPICAL PERENNIAL AND GROUND COVER PLANTING
EVERGREEN TREE PLANTING DETAIL
NOT TO SCALE
REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT.
4" BUILT-UP EARTH SAUCER
4-6" DEEPER THAN ROOT BALL
BEFORE PLANTING ADD 3 TO 4"
OF WELL-COMPOSTED LEAVES
OR RECYCLED YARD WASTE TO
BED AND TILL INTO TOP 6" OF
PREPARED SOIL.
SET ROOT BALL FLUSH TO GRADE OR
SEVERAL INCHES HIGHER IN
POORLY DRAINING SOILS.
SET ROOT BALL ON FIRM
PAD IN BOTTOM OF HOLE
3" THICK LAYER OF DARK
BROWN DOUBLE SHREDDED
HARDWOOD MULCH
ONLY TREES WITH ONE MAIN LEADER
SHALL BE PURCHASED. DO NOT PRUNE
TREE AT PLANTING UNLESS DIRECTED
TO BY PROJECT LANDSCAPE
ARCHITECT
FOLD BURLAP AWAY FROM TOP OF
ROOT BALL
PREPARE WIDTH OF
PLANTING HOLE 6 FT
OR TWICE THE WIDTH
OF THE ROOT BALL;
WHICHEVER IS
GREATER
PREPARED SOIL FOR
TREES 1 PART PEAT MOSS 1
PART COW MANURE 3
PARTS TOPSOIL
UNDISTURBED
SUBGRADE
DIG WIDE, SHALLOW HOLE
WITH TAMPED SIDES
TAMP SOIL SOLIDLY AROUND
BASE OF ROOT BALL
DO NOT STAKE OR
WRAP TRUNK
REMOVE THE TOP 1/3 OF THE WIRE BASKET
IF PRESENT. ANY AND ALL TWINE SHALL BE
REMOVED FROM THE TREE BEFORE
BACKFILLING. BURLAP SHALL BE FOLDED
BACK INTO PLANTING HOLE
DECIDUOUS TREE PLANTING DETAIL
4" BUILT-UP EARTH SAUCER
BEFORE PLANTING ADD 3 TO 4"
OF WELL-COMPOSTED LEAVES OR
RECYCLED YARD WASTE TO BED
AND TILL INTO TOP 6" OF
PREPARED SOIL.
4-6" DEEPER THAN ROOT BALL
REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT.
NOT TO SCALE
3" THICK LAYER OF DARK BROWN DOUBLE
SHREDDED HARDWOOD MULCH
TAMP SOIL SOLIDLY
AROUND BASE OF
ROOT BALL
DIG WIDE, SHALLOW HOLE
WITH TAMPED SIDES
ONLY TREES WITH ONE MAIN LEADER
SHALL BE PURCHASED. DO NOT PRUNE
TREE AT PLANTING UNLESS DIRECTED
TO BY PROJECT LANDSCAPE ARCHITECT
SET ROOT BALL FLUSH TO GRADE
OR SEVERAL INCHES HIGHER IN
POORLY DRAINING SOILS.
FOLD BURLAP AWAY FROM
TOP OF ROOT BALL
SET ROOT BALL ON FIRM
PAD IN BOTTOM OF HOLE
REMOVE THE TOP 1/3 OF THE WIRE BASKET IF
PRESENT. ANY AND ALL TWINE SHALL BE
REMOVED FROM THE TREE BEFORE
BACKFILLING. BURLAP SHALL BE FOLDED BACK
INTO PLANTING HOLE
DO NOT STAKE
OR WRAP TRUNK
PREPARED SOIL FOR TREES
1 PART PEAT MOSS
1 PART COW MANURE
3 PARTS TOPSOIL
UNDISTURBED
SUBGRADE
PREPARE WIDTH OF
PLANTING HOLE 6 FT OR
TWICE THE WIDTH OF
THE ROOT BALL;
WHICHEVER IS GREATER