HomeMy WebLinkAboutSDP202000027 Plan - Revision 2020-09-04SD 2020-27
MAJORSITE LANAM NDM NT
SHEET INDEX
SHEET TITLE
SHEET NUMBER
COVER SHEET
C-100
GENERAL NOTES
C-101
GENERAL NOTES AND LEGEND
C-102
EXISTING CONDITIONS & DEMOLITION PLAN
C-202
SITE PLAN
C-301
SIGHT DISTANCE PROFILES
C-302
GRADING PLAN
C-401
UTILITY PLAN
C-501
LANDSCAPE PLAN
C-601
LANDSCAPE NOTES AND DETAILS
C-602
CONSTRUCTION DETAILS
C-801 - C-802
MAINTENANCE OF TRAFFIC PLAN
C-803
FOR
29TH PLACE DRIVE THRU
LOCATION OF SITE
1500 SEMINOLE TRAIL
CHARLOTTESVILLE, VA 22901
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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LOCATION MAP
COPYRIGHT ADC THE MAP PEOPLE
PERMIT USE NO. 20602153-5
SCALE: 1"=2000'
DEVELOPER OWNER
FEDERAL REALTY INVESTMENT TRUST FEDERAL REALTY INVESTMENT TRUST
1626 E JEFFERSON STREET 1626 E JEFFERSON STREET
ROCKVILLE, MD 20852 ROCKVILLE, MD 20852
CONTACT: CHRISTINE MCGUIRL CONTACT: CHRISTINE MCGUIRL
PREPARED BY
HL
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
VA@BohlerEng.com
CONTACT: RYAN T. YAUGER, P.E.
CONTACT INFORMATION
• REFERENCES
BOUNDARY & TOPOGRAPHIC/ALTA SURVEY:
"BOUNDARY AND TOPOGRAPHIC SURVEY
FEDERAL REALTY INVESTMENT TRUST
29TH PLACE"
1500-1520 SEMINOLE TRAIL, US RTE. 29
RIO MAGISTERIAL DISTRICT,
ALBEMARLE COUNTY
PREPARED BY:BOHLER
DATED 3/13/2020
• GOVERNING AGENCIES
COUNTY OF ALBEMARLE
DEPARTMENT OF COMMUNITY DEVELOPMENT
401 McINTIRE ROAD
CHARLOTTESVILLE, VA 22902
PHONE: (434) 296-5832
FAX: (434) 9724126
• UTILITIES
ALBEMARLE COUNTY
168 SPOTNAP ROAD
CHARLOTTESVILLE, VA 22911
TEL: (434) 977-4511
SERVICE AUTHORITY
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER20NING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
W
J
O
M
REVISIONS
REV DATE I CO.l4MENT
' 2 19/4/2020 I COMMENTS ADDRESS OUNTY AN
15
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
AGENCY REVIEW ANO APPROVAL.
PROJECT No.:
V194600
DRAWN BY:
EEN
CHECKED BY:
RTY
DATE:
03/18/2020
CAD I.D.:
1
PROJECT:
MAJOR SITE
PLAN AMENDMENT
FOR
29TH PLACE
DRIVE T]HHRU
LOCATION
1500 SEMINOLE TRAIL
CHARLOTTESVILLE, VA 22901
ALBEMARLE COUNTY
BOHLERI
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
TH
R7AN YAUGER
Lic. No. 0402056625
9/4/2020
SHEET TITLE:
COVER
SHEET
SHEET NUMBER:
C-100
RYAUGER@BOHLERENG.COM
REVISION 2 - 9/4/2020
GENERAL NOTES
(Rev. 1/2020)
1. THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOHLER ENGINEERING,
(HEREIN "BOHLER") PRIOR TO THE DATE ON WHICH ENGINEER PREPARED THESE PLANS. THE CONTRACTOR MUST FIELD VERIFY ALL
EXI TIN NDITI N AND IMMEDIATELY N TIFY B HLER IN WTTIN IF ANY A T AL ITE NDITI N DIFFER FR M TH E H WN
S G CO O S O O G C U S CO O S O OS S O
N THE E PLAN R IF THE PR P ED RK NFLI T WITH ANY THER ITE FEAT RE .
O S S O O OS WO CO C S O S U S
2. THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONS/REPORTS CONTAINED HEREIN. THE
NTRA T R M T EN RE THAT ALL B NTRA T R F LLY AND MPLETELY NF RM T AND MPLY WITH THE E
CO C O US SU SU CO COS U CO CO O O CO S
REQUIREMENTS, THESE NOTES, AND THE REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT
COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL NOTES AND SPECIFIC PLAN NOTES MAY BE FOUND ON THE INDIVIDUAL PLANS.
THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL
CONSTRUCTION CONTRACT DOCUMENTS INCLUDING BUT NOT LIMITED TO ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED
WITH THE PROJECT WORK SCOPE, PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION.
3. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST CONFIRM WITH THE ENGINEER OF RECORD THAT THE
LATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR
CONSTRUCTION. THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY.
4. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS
HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY
REVIEWED THE CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING
AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR
MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES.
5. THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS/REPORTS
AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES,
LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND
NDITI N F THE N TR TI N NTRA T WITH THE WNERIDEVEL PER IN L DIN ALL EXHIBIT ATTA HMENT AND
CO O S O COS UC O CO C O O C U G S C S
ADDENDA TO SAME.
6. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY
REVIEWING THE MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED
T ME HANI AL ELE TRI AL PL MBIN AND FIRE PPRE I N PLAN WHERE APPLI ABLE . THE NTRA T R M T
O C C C C U G SU SS O S C CO C O US
IMMEDIATELY NOTIFY OWNER ARCHITECT AND ENGINEER OF RECORD IN WRITING OF ANY CONFLICTS DISCREPANCIES OR
AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS AND ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS.
7. NTRA T R M T REFER T AND EN RE MPLIAN E WITH THE APPR VED AR HITE T RAUB ILDIN PLAN F RE RD F R
CO C O US O SU CO C O C C U U G S O CO O
EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING
UTILITY LOCATIONS.
8. THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY ENGINEER OF RECORD, IN WRITING, IF ANY
CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL
BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE RE -DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS OR
GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING ENGINEER OF RECORD WRITTEN
NOTIFICATION OF SAME AND (B) ENGINEER OF RECORD, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION
TO PROCEED WITH SUCH ADDITIONAL WORK.
9. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT
SCALE OFF THE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED
AND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS
AND MATERIALS AND COMMENCEMENT OF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS.
DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE CONTRACTOR MUST MAKE CONTRACTOR'S OWN MEASUREMENTS FOR
LAYOUT OF IMPROVEMENTS.
10. THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH, AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL
CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
11. WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS
SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR
AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THE
GEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE
PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR
AMBIGUITY BETWEEN THE GEOTECHNICAL REPORT AND PLANS AND SPECIFICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHER
WORK. IF A GEOTECHNICAL REPORT WAS NOT CREATED, THEN THE CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THE
REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE SPECIFICATIONS WHICH HAVE
JURISDICTION OVER THIS PROJECT.
12. ENGINEER OF RECORD IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO LIABILITY
FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY.
13. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING
REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL
PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL
OF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'S SOLE COST AND EXPENSE.
14. THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT,
STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. THE
CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF
SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK
AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT.
15. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED
MATERIAL, EXCESS SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND
ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR
OVER THE CONTRACTOR.
16. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL
ACTIVITIES, TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST.
17. THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR
PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING,
CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE -SURVEY,
RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION
CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL
COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH
CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF
THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES, REGULATIONS, STATUTORY REQUIREMENTS
AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTOR MUST, PROMPTLY, DOCUMENT
ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF
CONSTRUCTION.
18. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER
RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE ENGINEER OF RECORD AND
BOHLER HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF
ENGINEER OF RECORD'S AND BOHLER SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD AND BOHLER ARE NOT
RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME.
19. THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE ENGINEER OF RECORD AND BOHLER , ANY DISCREPANCIES THAT
MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS
WITH CONSTRUCTION WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'S
OWN RISK AND, FURTHER, THE CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE ENGINEER OF RECORD AND
BOHLER FOR ANY AND ALL DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY
RELATED TO SAME INCLUDING, BUT NOT LIMITED TO, ANY THIRD PARTY AND FIRST PARTY CLAIMS.
20. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE
CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES,
RULES, STATUTES AND THE LIKE. IF THE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH
APPROVED PLANS, RULES, STATUTES, CODES AND THE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY,
INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOHLER HARMLESS FOR AND
FROM ALL INJURIES, CLAIMS AND DAMAGES THAT ENGINEER AND BOHLER SUFFER AND ANY AND ALL COSTS THAT ENGINEER AND
BOHLER INCUR AS RELATED TO SAME.
21. ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY
WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL)
INCLUDING ALSO ALL UMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ,
AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS,
COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS
AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO
INSURE THE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED AND AGREED TO BY THE
CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER WITH CERTIFICATIONS OF INSURANCE OR CERTIFICATES OF
INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL OF
EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND
AFTER ALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE
FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER AND ITS PAST, PRESENT AND
FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS,
SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS
FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES,
STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT
LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE
PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED
TO THE PROJECT. THE CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION,
SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER.
22. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR
PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE
WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT FROM SAME. THE
CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR DETERMINING THE MEANS AND METHODS FOR COMPLETION OF THE WORK,
PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
23. NEITHER THE PROFESSIONAL ACTIVITIES OF: BOHLER , NOR THE PRESENCE OF BOHLER AND/OR ITS PAST, PRESENT AND FUTURE
OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS,
EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A
CONSTRUCTION/PROJECT SITE (HEREIN "BOHLER PARTIES-), RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM ITS
OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE,
TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN
ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY
REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER AND ITS EMPLOYEES, PERSONNEL,
AGENTS, SUBCONTRACTORS AND SUBCONSULTANTS HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANY
RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL
HEALTH AND SAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE
CONTRACTOR MUST INDEMNIFY, DEFEND, PROTECT AND HOLD HARMLESS BOHLER FOR AND FROM ANY LIABILITY TO BOHLER
RESULTING FROM THE CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE
PLAN SET AND, FURTHER, THE CONTRACTOR MUST NAME BOHLER AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S
POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE.
24. WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER'S SCOPE OF SERVICES CONTRACT WITH THE OWNER/DEVELOPER, BOHLER
WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA,
SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF
EVALUATING CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT
DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH
OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS
NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS,
AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, MUST NOT
INDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER IS NOT RESPONSIBLE
FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELY
BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER'S ATTENTION. BOHLER IS NOT REQUIRED TO REVIEW
PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED.
25. IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT
FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER OF RECORD AND/OR BOHLER FOR ALL DEVIATIONS WITHIN
ENGINEER'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY
WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL
COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD
HARMLESS THE ENGINEER OF RECORD AND BOHLER PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM
ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME.
26. THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE
RIGHT OF WAY OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S
SOLE RESPONSIBILITY.
27. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND
RELATED DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLANS AND DESIGN' AND FURTHER THE ENGINEER OF
RECORD AND/OR BOHLER ARE NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES.
IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS
AND RELATED DOCUMENTS OWNER AGREES TO INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOHLER PARTIES HARMLESS
FOR ALL INJURIES, DAMAGES AND COSTS THAT ENGINEER OF RECORD AND/OR BOHLER INCUR AS A RESULT OF SAID FAILURE OR
FAILURE TO PRESERVE.
28. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH AND
CONFORM TO APPLICABLE FEDERAL STATE AND LOCAL RULES AND REGULATIONS LAWS ORDINANCES AND CODES AND ALL
APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 29 U.S.C. 651 ET SE AS AMENDED AND ANY
MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME.
29. THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS AND/OR ANY
OTHER AGENCY WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. ENGINEER OF RECORD AND BOHLER HAS NO
RESPONSIBILITY FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK.
30. THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN
ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE
CONTRACTOR AND/OR OWNER FAIL TO DO SO THEY AGREE TO JOINTLY INDEPENDENTLY SEPARATELY COLLECTIVELY AND
SEVERALLY INDEMNIFY DEFEND PROTECT AND HOLD ENGINEER OF RECORD AND/OR BOHLER PARTIES HARMLESS FOR ALL INJURIES
AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE.
31. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON -SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE
WITH THE ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (1)
ACRE OR MORE IS DISTURBED BY CONSTRUCTION ACTIVITIES UNLESS THE LOCAL JURISDICTION REQUIRES A DIFFERENT
THRESHOLD . THE CONTRACTOR MUST ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL SUBCONTRACTORS, ARE IN
COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL
EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER, THE CONTRACTOR IS SOLELY AND COMPLETELY
RESPONSIBLE FOR FAILING TO DO SO.
32. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER OF
RECORD, THE USE OF THE WORDS'CERTIFY' OR'CERTIFICATION' CONSTITUTES AN EXPRESSION ONLY OF PROFESSIONAL OPINION
REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE ENGINEER OF RECORD'S KNOWLEDGE OR BELIEF AND IN ACCORDANCE
WITH COMMON AND ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT
CONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUMSTANCES.
SITE LAYOUT NOTES
(Rev. 1/2020)
1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY
COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2. PRIOR TO THE COMMENCEMENT OF GENERAL CONSTRUCTION, THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL AND
ANY STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES NECESSARY, AS INDICATED ON THE APPROVED SOIL
EROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES' GUIDELINES
TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY.
3. ALL DIRECTIONALITRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS,
GUIDELINES, RULES, REGULATIONS, STANDARDS AND THE LIKE.
4. THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD -VERIFYING THEIR LOCATION. THE CONTRACTOR MUST COORDINATE THE
RELOCATION OF TRAFFIC SIGNS WITH THE ENTITY WITH JURISDICTION OVER THE PROJECT.
5. ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHEN
DIMENSION IS TO A PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICT
ACCORDANCE WITH THE DETAILS, UNLESS NOTED CLEARLY OTHERWISE.
GRADING NOTES
(Rev.1/2020)
1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY
COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS
SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEEN
REFERENCED, THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS AND
RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE
REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION OVER THIS PROJECT.
3. THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF -SITE
MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE ENGINEER OF
RECORD AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK.
4. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT
ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION
OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE
ENGINEER OF RECORD, IN WRITING.
5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS
SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT
ACCORDANCE WITH THE GEOTECHNICAL REPORT'S GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED
IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE
WORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD
AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE
RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS,
ORDINANCES AND CODES WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. SUBBASE MATERIAL FOR
SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE
DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE REMOVED AND
FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORK ACTIVITIES
INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN
THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.
EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION
(LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO.
6. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT MUST BE ADJUSTED, AS NECESSARY, TO
MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE
STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.
7. IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING
PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN
WRITING, OF ANY DISCREPANCY(IES) AND/OR CONFLICT(S).
8. THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO THE
PROPOSED GRADING, AND TO BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS.
ACCESSIBILITY DESIGN GUIDELINES (Rev.1/2020)
1. ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, ATA MINIMUM, THE
MORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET
SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TO
BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED.
2. THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND
CONSISTENCY WITH INDUSTRY GUIDELINES.
3. THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS
AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING
SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING
ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED
TO THE FOLLOWING:
A. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION.
B. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH 48-INCHES PREFERRED OR AS
SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST
NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT
EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE
RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 1/2-INCH IN WIDTH.
VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT STEEPER
THAN 1:2. NO VERTICAL CHANGES OVER 114-INCH ARE PERMITTED.
C. ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE
PROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES,
AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT
LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THE
RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES.
D. ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST
NOT EXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP ATA MINIMUM OF 36-INCHES LONG
(48-INCHES PREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT
EXCEED A SLOPE OF 1:12 (8.3%).
E. DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH
OF TRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE.
THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED
BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI At 17.1-2009 AND OTHER
REFERENCES INCORPORATED BY CODE).
F. WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO
ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING
ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR
ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST
IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT
DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK.
CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER
FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES.
G. THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY
NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE
ENGINEER OF RECORD, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL
COSTS TO REMOVE, REPAIR AND/OR REPLACE NON -CONFORMING CONCRETE AND/OR PAVEMENT SURFACES.
4. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS
CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION.
5. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTES SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI
At 17.1-09.
DEMOLITION NOTES
(Rev.1/2020) SOIL EROSION & SEDIMENT CONTROL PLAN NOTES (Rev.112020)
1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE
CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO
THEM AND FULLY COMPLY WITH THESE NOTES IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND
ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2. THE CONTRACTOR MUST CONDUCT DEMOLITION/REMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM
INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THE
CONTRACTOR MUST OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY(IES)
PRIOR TO THE COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE
RIGHT-OF-WAY.
3. WHEN DEMOLITION -RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY THE CONTRACTOR
MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE
CURRENT FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), AND THE
FEDERAL STATE AND LOCAL REGULATIONS.
4. THE DEMOLITION AND/OR REMOVALS PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY
CONDITIONS REGARDING ITEMS TO BE DEMOLISHED, REMOVED, AND/OR TO REMAIN.
A. THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION
ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS.
B. THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS METHODS
SEQUENCING TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS
METHODS SEQUENCING TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND
CONFORMANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR
MUST COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE
FOR THE CONTRACTOR AND THE PUBLIC.
5. THE CONTRACTOR MUST PROVIDE ALL "METHODS AND MEANS" NECESSARY TO PREVENT MOVEMENT SETTLEMENT
OR COLLAPSE OF EXISTING STRUCTURES AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE.
THE CONTRACTOR, AT THE CONTRACTOR'S SOLE COST, MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT
ARE TO REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE
THE RESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE -DEMOLITION CONDITION OR BETTER.
CONTRACTOR MUST PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE.
6. ENGINEER OF RECORD AND/OR BOHLER ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE
CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WITH ALL
OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE
OR ADJACENT OR NEAR TO THE SAME.
7. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE
INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY
FEATURES AND ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION
ACTIVITIES. THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A
MANNER AS TO PREVENT THE ENTRY OF ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION
AREA.
8. PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN
WRITING, RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS,
ALL CONCERNS OR QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE
CONTRACTOR AND/OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE
CONVEYED TO THE ENGINEER OF RECORD AND/OR BOHLER , IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS
RESPONDED TO, BY THE ENGINEER OF RECORD AND/OR BY BOHLER , IN WRITING. ALL DEMOLITION ACTIVITIES MUST
BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL
APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND
CODES.
9. THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS
RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR
REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE
EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH
THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES,
STATUTES, LAWS, ORDINANCES AND CODES.
10. PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST:
A. OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND ALL PUBLIC
AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION
WORK.
B. NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION
JURISDICTION, AT LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK.
C. INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND
MAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZED
D. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE -CALL DAMAGE PROTECTION
SYSTEM FOR UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION.
E. LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC,
SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE
LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE
APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES.
F. PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED
DURING ANY DEMOLITION ACTIVITIES.
G. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR
PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE
METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE ENGINEER OF RECORD'S RESPONSIBILITY. IN
THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH
IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND
ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS.
H. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) REGARDING WORKING
"OFF-PEAK" HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF AND TO
THE AFFECTED PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO
ADDITIONAL COST TO THE OWNER.
I. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT
ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS, OR THE CONTRACT WITH THE OWNER/DEVELOPER,
THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY,
IN WRITING AND VERBALLY, THE OWNER AND ENGINEER OF RECORD AND BOHLER , THE DISCOVERY OF SUCH
MATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME.
11. THE CONTRACTOR MUST ENSURE THAT ANY EXISTING ASBESTOS -CONTAINING MATERIALS ENCOUNTERED ARE
PROPERLY REMOVED FROM THE SUBJECT PREMISES AND ARE DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE,
AND LOCAL REQUIREMENTS, PRIOR TO THE COMMENCEMENT OF DEMOLITION ON SITE AND MUST PERFORM ALL
AGENCY NOTIFICATIONS AS REQUIRED, AT THE CONTRACTOR'S SOLE EXPENSE. BUILDINGS OR STRUCTURES BUILT
BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION
PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI.
CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X
131.
12. THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF
FOUNDATION WALLS, FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN
STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THE
WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER.
13. DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT
LINE, WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL
AGENCIES WITH JURISDICTION.
14. THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES.
BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED
TO SUPPORT ALL NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS
AND GUIDANCE ARTICULATED IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER
DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED
SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR
COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE ENGINEER OF RECORD AND THE
OWNER.
15. EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE,
NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM
AND/OR ANY DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF
THE REQUIRED PERMIT AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS
REQUIRE. THE CONTRACTOR IS ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC
VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE.
16. IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL
MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS
COMPLETE THE CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST
AND DEBRIS WHICH THE DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL
ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST.
17. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE
FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE
SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED,
INCLUDING BUT NOT LIMITED TO, THE PUBLIC RIGHT-OF-WAY.
18. THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS WHICH INDICATES THE LOCATION OF EXISTING UTILITIES
THAT ARE CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT
MUST BE PREPARED IN A NEAT AND WORKMAN -LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON
COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST.
19. THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF
ENCOUNTERED, IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING
CONSTRUCTION IN THE AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE
CONTRACTOR'S SOLE COST.
LIGHTING NOTES (Rev.1/2020)
1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE
CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM
AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND
ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2. THE LIGHTING CONTRACTOR MUST COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE PLANS,
INCLUDING BUT NOT LIMITED TO GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL AGENCY AND
GOVERNMENTAL REGULATIONS.
3. THE LIGHTING PLAN DEPICTS PROPOSED, SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE
NOTED MANUFACTURER. ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY
DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND
LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS.
4. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ANALYZED ON A HORIZONTAL GEOMETRIC
PLANE AT GROUND LEVEL UNLESS OTHERWISE NOTED. ILLUMINATION LEVELS ARE SHOWN IN FOOT-CANDLES (FC).
5. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY FUNCTION
PROPERLY. THIS WORK SHOULD INCLUDE, BUT IS NOT LIMITED TO, VISUAL OBSERVATION, CLEANING OF LENSES, AND
RE-LAMPING ACCORDING TO MANUFACTURER RECOMMENDATIONS. FAILURE TO FOLLOW THE ABOVE STEPS COULD RESULT
IN IMPROPER LIGHT DISTRIBUTION AND FAILURE TO COMPLY WITH THE APPROVED DESIGN. UPON COMPLETION AND
OWNER'S ACCEPTANCE OF THE WORK, THE ABOVE RESPONSIBILITIES BECOMES SOLELY THE OWNER'S.
6. THE LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES. POWER SYSTEM, CONDUITS, WIRING
AND OTHER ELECTRICAL COMPONENTS ARE SOLELY THE ARCHITECTS, MECHANICAL ENGINEER'S AND/OR LIGHTING
CONTRACTOR'S RESPONSIBILITY, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THE LIGHTING
CONTRACTOR MUST COORDINATE WITH THE PROJECT ARCHITECT AND/OR ELECTRICAL ENGINEER REGARDING ANY AND
ALL POWER SOURCES AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. THESE ITEMS MUST BE INSTALLED
AS REQUIRED BY STATE AND LOCAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF LIGHTING
FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES.
7. THE CONTRACTOR MUST BRING IMMEDIATELY, IN WRITING, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE,
UTILITIES, OR OTHER STRUCTURE(S) TO THE ENGINEER OF RECORD'S ATTENTION, PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
8. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SHIELDING AND OR ROTATED OPTICS ARE INSTALLED AS INDICATED
ON THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCY APPROVED.
1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY
COMPLY WITH THESE NOTES IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2. EROSION CONTROL MEASURES MUST CONFORM TO THE VIRGINIA GUIDELINES FOR URBAN EROSION AND SEDIMENT
CONTROL UNLESS OTHERWISE NOTED OR UNLESS ENGINEER CLEARLY AND SPECIFICALLY IN WRITING DIRECTS OTHERWISE.
INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION
CONTROL CONSTRUCTION NOTES.
3. THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY 0.55 ACRES.
4. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE:
A. STABILIZED CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT IS TO BE INSTALLED
AT THE DESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE
RETAINED ON -SITE.
B. SEDIMENT FENCE - INSTALL SILT FENCE(S) AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE,
TEMPORARY FILL AND SOIL STOCKPILES.
C. INSTALL FILTER FABRIC DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES ARE
INSTALLED TO REDUCE THE QUANTITY OF SEDIMENT. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE FROM
DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA.
5. INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S
RECOMMENDATIONS.
6. THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT DEPOSITS
GREATER THAN 6" COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT
FROM DROP INLET PROTECTION.
7. THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO
FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE
CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST
MANAGEMENT PRACTICES.
8. THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER SO REQUIRES, TO PREVENT ANY,
INCLUDING THE INCIDENTAL, DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE.
9. THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE
UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION
CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR
ALL SUCH COSTS.
10. THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION
AND THE ESTABLISHMENT OF VEGETATION.
11. THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT
VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION.
12. THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL
FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE
NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL
DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE.
13. THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE
AND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS.
14. THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION.
15. THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR
OFF -SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT.
16. SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE
OBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES.
17. THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE
WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED.
DRAINAGE AND UTILITY NOTES (Rev.1/2020)
1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY
COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE, AND THE CONTRACTOR MUST INDEPENDENTLY
VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY
CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION
POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING ANY CONSTRUCTION. THE
CONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE ENGINEER OF RECORD.
3. THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED
TO, GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF
DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE
REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THE
CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURING
CONSTRUCTION, AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST
BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION.
4. THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND
UTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION.
5. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR
VERIFYING LOCATIONS OF SAME BASED UPON FINAL ARCHITECTURAL PLANS.
6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT
BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS AND DETAILS, DOOR ACCESS, AND EXTERIOR
GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION
OF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE
ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH
ALL UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE
REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE
UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS
BETWEEN THESE DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION
POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, AND PRIOR TO
CONSTRUCTION, MUST RESOLVE SAME.
7. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THE
RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THE
APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS,
FILL AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND
CONSULTANT HAS NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL.
8. DURING THE INSTALLATION OF SANITARY, STORM, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A
CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS -INSTALLED LOCATIONS OF ALL
UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE, IN ANY
RESPECT, FROM THE INFORMATION CONTAINED IN THESE PLANS. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE
PLAN, WHICH THE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK.
9. THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY,
WATER AND STORM SYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND OR STATE DOT
DETAILS AS APPLICABLE. THE CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE
AGENCY WITH JURISDICTION OVER SAME.
10. FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE
RESPECTIVE UTILITY COMPANY, REGARDLESS OF WHAT THIS PLAN DEPICTS.
11. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY.
THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR
TO COMMENCING CONSTRUCTION.
12. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION
PERFORMED BY THE BUILDING DEPARTMENT.
13. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS.
14. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM
MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN,
BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS
ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE
THROUGH A BACKWATER VALVE.
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REVISIONS
REVS DATE I COMMENT
2 9/4/2020 ADDRESS COUNTY JPN
COMMENTS RTY
1 I I H
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Know what's below,
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
CONSTRUCT ION
AGENCY REVIEW ANO APPROVAL.
PROJECT No.:
V194600
DRAWN BY:
EEN
CHECKED BY:
RTY
DATE:
03/18/2020
CAD I.D.:
1
PROJECT:
MAJOR SITE
PLAN AMENDMENT
FOR
29TH ]P]LACIE
DRIVE T]HHf��
LOCATION
1500 SEMINOLE TRAIL
CHARLOTTESVILLE, VA 22901
ALBEMARLE COUNTY
BOHLER//
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
TH
Lic. No. 0402056625
9/4/2020
SHEET TITLE:
GENERAL
NOTES
SHEET NUMBER:
C-101
REVISION 2 - 9/4/2020
STANDARD DRAWING LEGEND
FOR ENTIRE PLAN SET
REVISED: 10/15/2019
VDOT GENERAL NOTES
ACSA GENERAL WATER AND SEWER CONTDITIONTS:
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY) ACSA INSPECTORS. THE
CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN
ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN
INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND
SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP
OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND
WATER LINES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A
FUTURE EXTENSION OF THE LINE.
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS
FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
ALBEMARLE COUNTY ENTGINTEERINTG
GENERAL CONTSTRUCTIONT NOTES FOR SITE PLANTS
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
(VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE
ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT
SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED
EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER
CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM
ALLOWABLE SLOPE IS 2:1 (HORIZONTALNERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1
OR BETTER ARE TO BE ACHIEVED.
5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY
IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES.
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
STANDARD
ABBREVIATIONS
LIMIT OF WORK
LOWLOW
FOR ENTIRE PLAN SET
LIMIT OF DISTURBANCE
LOD LOD
AC
ACRES
ADA
AMERICANS WITH
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
DISABILITY ACT
ONSITE PROPERTY
ARCH
ARCHITECTURAL
LINE / R.O.W. LINE
BC
BOTTOM OF CURB
NEIGHBORING
- -
PROPERTY LINE /
- -
BF
BASEMENT FLOOR
INTERIOR PARCEL LINE
BK
BLOCK
EASEMENT
BL
BASELINE
LINE
BLDG
BUILDING
SETBACK
LINE
BM
BUILDING BENCHMARK
BRL
BUILDING RESTRICTION LINE
CIF
CUBIC FEET
CURB AND GUTTER
CL
CENTERLINE
CMP
CORRUGATED METAL PIPE
SPILL TRANSITION
CONN
CONNECTION
CONCRETE CURB &
GUTTER
CONC
CONCRETE
DEPRESSED CURB AND GUTTER
CPP
CORRUGATED PLASTIC PIPE
CY
CUBIC YARDS
UTILITY POLE
WITH LIGHT
DEC
DECORATIVE
DEP
DEPRESSED
POLE
two
LIGHT
DIP
DUCTILE IRON PIPE
TRAFFIC
DOM
DOMESTIC
LIGHT
ELEC
ELECTRIC
O
UTILITY
O
ELEV
ELEVATION
POLE
TYPICAL
EP
EDGE OF PAVEMENT
LIGHT
ES
EDGE OF SHOULDER
ACORN
EW
END WALL
LIGHT
EX
EXISTING
TYPICAL
FES
FLARED END SECTION
SIGN
FF
FINISHED FLOOR
PARKING
FH
FIRE HYDRANT
COUNTS
FG
FINISHED GRADE
G
GRADE
GF
GARAGE FLOOR (AT DOOR)
- -110 -
CONTOUR
190
------------- 169------------
LINE
187
GH
GRADE HIGHER SIDE OF WALL
SPOT
TC 516.00
TC 516.00
MATCH EX
GL
GRADE LOWER SIDE OF WALL
TO 516.4 OR 5164
ELEVATIONS
BC 515.55
518.02±
GIRT
GRATE
GV
GATE VALVE
HOPE
HIGH DENSITY
SAN
SANITARY
SAN
POLYETHYLENE PIPE
LABEL
#
HP
HIGH POINT
STORM
e
HOR
HORIZONTAL
LABEL
HW
HEADWALL
SC
SANITARY SEWER
c!
INT
INTERSECTION
LATERAL
INV
INVERT
/y
UNDERGROUND
W
WATER LINE
LF
LINEAR FOOT
E
UNDERGROUND
E
LOC
LIMITS OF CLEARING
ELECTRIC LINE
LOD
LIMITS OF DISTURBANCE
G
UNDERGROUND
G
LOS
LINE OF SIGHT
GAS LINE
LP
LOW POINT
------ - 0H
OVERHEAD
�H
US
LANDSCAPE
WIRE
MAX
MAXIMUM
T
UNDERGROUND
T
TELEPHONE LINE
MIN
MINIMUM
�.
UNDERGROUND
C
MH
MANHOLE
CABLE LINE
MJ
MECHANICAL JOINT
STORM
OC
ON CENTER
- - - -
SEWER
PA
POINT OF ANALYSIS
S
SANITARY
S
SEWER MAIN
PC
POINTCURVATURE
POINT OF COMPOUND
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POINT OF INTERSECTION
SANITARY
-
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,
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POINT OF GRADE
_
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STORM
/� �I
PROP
PROPOSED
MANHOLE
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PT
POINT OF TANGENCY
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WATER
POINT OF TANGENCY,
METER
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CURB RETURN
WV
WATER
•
PVC
POLYVINYL CHLORIDE PIPE
VALVE
POINT OF VERTICAL
PV1
INTERSECTION
GAS
VALVE
PVT
POINT OF VERTICAL TANGENCY
®
GAS
®
R
RADIUS
METER
RCP
REINFORCED CONCRETE PIPE
TYPICAL END
RET WALL
RETAINING WALL
SECTION
R/W
RIGHT OF WAY
•,�
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ENDWALL
�O�
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GRATE
SAN
SANITARY SEWER
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SQUARE FEET
CURB
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STORM
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TBR
TO BE REMOVED
O
ELECTRIC
O
MANHOLE
TBRL
TO BE RELOCATED
(D
TELEPHONE
O
TC
TOP OF CURB
MANHOLE
TELE
TELEPHONE
EB
ELECTRIC
EB
TPF
TREE PROTECTION FENCE
BOX
TW
TOP OF WALL
EP
ELECTRIC
EP
TYP
TYPICAL
PEDESTAL
UG
UNDERGROUND
UP
UTILITY POLE
®
MONITORING
®
W
WIDE
WELL
W/L
WATER LINE
TEST
WIM
WATER METER
PIT
YYY
3
PLUS OR MINUS
BENCHMARK
®
DEGREE
0
DIAMETER
BORING
#
NUMBER
1. THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF (SELECT ONE):
• VDOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR 24VAC-30-92 EFFECTIVE FEBRUARY 1, 2012 AND VDOT ROAD DESIGN MANUAL APPENDIX 131).
• VDOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR 24VAC-30-92 EFFECTIVE FEBRUARY 1, 2012 AND VDOT ROAD DESIGN MANUAL APPENDIX B2 AS
APPROVED FOR USE IN DESIGNATED HIGH DENSITY DEVELOPMENT AREAS).
• VDOT ROAD DESIGN MANUAL APPENDIX C, RURAL AND URBAN GEOMETRIC DESIGN STANDARDS EFFECTIVE AT THE TIME OF VDOT RECOMMENDED PLAN
APPROVAL; LIST STANDARD USED: GS-
2. VDOT APPROVED EXCEPTIONSIWAIVERS (MUST BE INCORPORATED IN THE PLAN):
• ACCESS MANAGEMENT -DATE OF APPROVAL:
• SSAR- DATE OF APPROVAL:
• DESIGN WAIVER -DATE OF APPROVAL:
• OTHER DATE OF APPROVAL:
3. SSAR CONNECTIVITY SUMMARY (PROVIDE A CHECK MARK ✓ WHERE APPLICABLE OR WRITE N/A):
• CONNECTIONS IN MULTIPLE DIRECTIONS (FIRST CONNECTION MUST BE TO A VDOT MAINTAINED ROAD, THE SECOND CONNECTION MAY EITHER BE TO A VDOT
ROAD OR TO A STUB OUT)
• STUB OUT CONNECTION (THE PROP. RIGHT OF WAY TERMINATES AT PARCEL ABUTTING THE DEVELOPMENT AND CONSISTS OF A SHORT SEGMENT THAT IS
INTENDED TO SERVE CURRENT AND FUTURE DEVELOPMENT; THE APPLICANT MUST VERIFY THAT CONNECTION WITH A FUTURE STREET IS FEASIBLE)
• NETWORK ADDITIONS PROVIDING DIRECT ACCESS TO (1) MORE THAN 200 DWELLING UNITS OR (11) LOTS WHOSE TRIP GENERATION IS EXPECTED TO BE OVER
2,000 VPD MAY BE ACCEPTED INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS IF THE NETWORK ADDITION PROVIDES AN ADDITIONAL EXTERNAL
CONNECTION BEYOND THAT REFERENCED ABOVE.
4. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF AND LATEST REVISIONS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION
(VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS, AND ANY OTHER APPLICABLE
STATE, FEDERAL OR LOCAL REGULATIONS. IN CASE OF A DISCREPANCY OR CONFLICT BETWEEN THE STANDARDS OR SPECIFICATIONS AND REGULATIONS, THE
MOST STRINGENT SHALL GOVERN.
5. ALL RIGHT OF WAY DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED.
6. ALL UTILITIES, INCLUDING ALL POLES, ARE TO BE RELOCATED AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION.
7. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR
CONTIGUOUS TO EXISTING RIGHT OF WAY.
8. OPEN CUTTING OF PAVED OR SURFACE TREATED ROADS IS NOT PERMITTED. ALL UTILITIES WHICH WILL BE PLACED UNDER EXISTING STREETS ARE TO BE BORED
OR JACKED. ANY EXCEPTIONS, DUE TO EXTENUATING CIRCUMSTANCES, ARE TO BE ADDRESSED AT THE PERMIT STAGE.
9. THE PAVEMENT DESIGN IS BASED ON AN ASSUMED CBR VALUE OF 10 (USE A CBR VALUE OF 6 IN LOUDOUN CO.). SOIL TESTS OF SUBGRADE MUST BE SUBMITTED
FOR THE ACTUAL DETERMINATION OF THE REQUIRED THICKNESS OF THE PAVEMENT INCLUDING LAYERS OF ASPHALT AND SUBBASE PRIOR TO SUBBASE
PLACEMENT.
10. PAVEMENT DESIGN SHALL BE PROVIDED IN ACCORDANCE WITH THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. FOR
PRIMARY ROADS AND INTERSTATE HIGHWAYS WHERE TRUCK TRAFFIC EXCEEDS 5%, PAVEMENT DESIGN SHALL BE PROVIDED IN ACCORDANCE WITH AASHTO
GUIDELINES. TYPICAL PAVEMENT SECTIONS SHALL DEPICT THE TOP 6" OF THE SUBGRADE IMMEDIATELY UNDER THE PAVEMENT STRUCTURE COMPACTED TO 100%
OF THE THEORETICAL MAXIMUM DRY DENSITY.
11. ALL UNTREATED AGGREGATE USED IN BASE OR SUBBASE COURSES SHALL BE 21 B, EXCEPT ON ROADS WITH AN ADT OF 1000 VPD OR LESS, WHERE 21A
AGGREGATE MAY BE USED. WHEN 21 B AGGREGATE IS USED, UD-4 UNDERDRAINS MUST BE PROVIDED.
12. A 4" (MIN.) LAYER OF STONE IS REQUIRED BENEATH CURB AND GUTTER (MAY BE SHOWN ON TYPICAL SECTION IN LIEU OF A NOTE).
13. THE ENTIRE SURFACE OF THE ROADWAY (OLD AND NEW PORTIONS) SHALL BE OVERLAID AND RE -STRIPED AS REQUIRED BY VDOT PERSONNEL. OVERLAY OF
EXISTING PAVEMENT SHALL BE A MINIMUM OF 1.25" DEPTH; ANY COSTS ASSOCIATED WITH PAVEMENT OVERLAY, OR THE MILLING OF EXISTING PAVEMENT TO
OBTAIN REQUIRED DEPTH, SHALL BE ASSUMED BY THE DEVELOPER.
14. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING
OF FALSE GUTTERS AND/OR THE PONDING OF ANY WATER IN THE ROADWAY.
15. ASPHALT PAVEMENT WIDENING SHALL CONFORM TO VDOT STANDARD WP-2.
16. ANY TYPE OF REVERSE CURB (SPILL CURB, CG-6R, ETC.) AND TRANSITION TO THESE CURBS SHALL NOT BE USED WITHIN THE PUBLIC RIGHT OF WAY.
17. THE COUNTYITOWN SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS/CROSSWALKS WITHIN THE RIGHT OF WAY THAT DO NOT QUALIFY FOR VDOT MAINTENANCE.
18. ADDITIONAL DITCH LININGS OR SILTATION AND EROSION CONTROL MEASURES SHALL BE PROVIDED, AT THE DEVELOPER'S EXPENSE, AS DETERMINED NECESSARY
BY VDOT AND/OR THE COUNTY/TOWN DURING FIELD REVIEW. ALL COSTS SHALL BE ASSUMED BY THE DEVELOPER.
19. STANDARD GUARDRAILS AND/OR HANDRAILS SHALL BE INSTALLED AT HAZARDOUS LOCATIONS AS DESIGNATED DURING FIELD REVIEW BY THE COUNTYITOWN
INSPECTOR OR VDOT.
20. A LANDSCAPING AND IRRIGATION SYSTEMS PLAN SHALL BE SUBMITTED FOR VDOT APPROVAL PRIOR TO INSTALLING ANY LANDSCAPING AND IRRIGATION SYSTEMS
WITHIN THE PUBLIC RIGHT OF WAY.
21. FLOWERS, SHRUBS, TREES, AND IRRIGATION SHALL NOT BE PLACED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS WITHOUT AN APPROVED SET OF PLANS AND
AN APPROVED PLANTING AGREEMENT. NO IRRIGATION (SPRINKLER) SYSTEMS, BRICK COLUMNS, END WALLS, AND/OR BRICK MAILBOXES WILL BE CONSTRUCTED
OR INSTALLED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS WITHOUT A PERMIT. ANY OF THE ABOVE ITEMS FOUND IN THE RIGHT OF WAY WITHOUT A PERMIT
WILL BE REMOVED, AND ALL COSTS OF THE REMOVAL WILL BE BORNE BY THE OWNER AND/OR DEVELOPER.
22. TRAFFIC CONTROL DEVICES OR ADVISORY SIGNS, SUCH AS MULTIWAY STOPS, SPEED LIMITS, WATCH FOR CHILDREN, PEDESTRIAN TRAFFIC ETC., SHALL NOT BE
INSTALLED UNLESS SPECIFICALLY APPROVED BY VDOT TRAFFIC ENGINEERING SECTION. SHOULD UNAPPROVED SIGNS BE NOTED AT THE TIME OF VDOT
INSPECTION, THE ROAD ACCEPTANCE PROCESS SHALL BE TERMINATED IMMEDIATELY AND NOT RECOMMENCED UNTIL A DETERMINATION IS MADE REGARDING
THE APPROVAL OF ANY ADDITIONAL SIGNS. IMMEDIATE REMOVAL OF SUCH SIGNS SHALL NOT NEGATE THE NEED FOR THE SUBMISSION OF A REVISION.
23. A SPEED STUDY CERTIFIED BY A PROFESSIONAL ENGINEER SHALL BE SUBMITTED FOR VDOT APPROVAL PRIOR TO THE STREET ACCEPTANCE FOR ANY ROAD TO
BE POSTED OTHER THAN THE STATUTORY SPEED LIMIT.
24. THE DEVELOPER IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. THE DEVELOPER SHALL SUBMIT A SIGNING, STRIPING AND/OR SIGNALIZATION PLAN TO THE VDOT
LAND DEVELOPMENT SECTION PRIOR TO PERMIT APPLICATION. THE DEVELOPER SHALL NOT COMMENCE CONSTRUCTION OF ANY PAVEMENT COURSE WITHOUT
AN APPROVED STRIPING PLAN.
25. THE DEVELOPER IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION WHICH WILL BE NECESSARY
AS A RESULT OF THE DEVELOPMENT OF THIS SITE.
26. DURING CONSTRUCTION, THE MAINTENANCE OF TRAFFIC SHALL CONFORM TO THE REQUIREMENTS IN THE MOST RECENT VERSION OF THE VIRGINIA WORK AREA
PROTECTION MANUAL AND THE MUTCD.
PROPOSED EASEMENT LEGEND
SI
I
SIGHT DISTANCE
1
STORM DRAIN
-
SANITARY SEWER
�L
WATER
PUBLIC ACCESS
1
COMMON SHARED
IE
INGRESS -EGRESS
PUBLIC UTILITY
A
VARIABLE WIDTH S
W
J
O
Im
7 W W
a
z�zW::
WFOV9
iZ Wrn>�
Wz
o ?m �11z
rn z Urngp�
aaa mW
a
' REVISIONS '
REV I DATE I COMMENT onnwx erV
' 2 19/4/2020 ADDRESS COMMENTS COUNTY
OMMNTSOUNTY 1 JRPTY
•
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
THIS DRAWING IS PPPENDED FOR M CD'ALAND/OR
AGENCY REVH±W AND APPROVAL. IT IS NOT �EDAS A
PROJECT No.:
V194600
DRAWN BY:
EEN
CHECKED BY:
RTY
DATE:
03/18/2020
CAD I.D.:
1
PROJECT
MAJOR SITE
PLAN AMENDMENT
FOR
29TH PLACE
DRIVE THIRU
LOCATION
1500 SEMINOLE TRAIL
CHARLOTTESVILLE, VA 22901
ALBEMARLE COUNTY
BOHLERI
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
TH
Lic. No. 0402056625
i� 9/4/2020 .alb
SHEET TITLE:
GENERAL
NOTES AND
LEGEND
SHEET NUMBER:
C-102
REVISION 2 - 9/4/2020
�PCO EASEMENTM. \ `
LOT 147
BERKMG \
DB. .769 PG. 288
', LA/VQS N F
Y G. DOFFLEMYER, 'yVANCY G., DFFLEMYER, GENERAL PARTNERS
ZONING.• PLAN ED DEVELOPMENT SHOPPING CENTER l j \ D.B. 540PG 62 - 6.504 I/ �O / �� G 462y1 // PRESENT USE.•', DOG GROOMING -AND BOARDING
PR ENT USE.• SHOPPING CENTER / ` WM�. / / l J TC 463.3B/
4701g A A. 260,528 S.F. OR 5.981 AC. 0 _ \ \ 46672 / �,
WOOD CANO/NG ti� CONC / j \` n +
i/7 "`jjy�„
ORAIT INLET EM l W /' ', �, / / y / / j / /I ,3 �� `,'
R/M=467.2E ;' \..>, �:� , (pk
/ �� 36' SERNCE BR/VE EASEMENT '
/NV 466.33 '�
WATERL/NE EASEMENT ,
0..8. 1938 M 112 / / 1 / ��
, / / / 99 545 PC 691 I
O.B. 586 PG. 512
Tc 46j.J5 D.B. 884 PC 50
GM SAN MH ` `\\ "', / / / �,`, 5ry i Q /NV A 644387 ` _J ' / I
ms . RIY-46745 PR/�A7E SERNCE EASEMENT
INV A-464.15 ;, / Z / l INV C-44572 6 DB 884 PG. 50
NV B=46L 68 /NV =459 J1
/-
EB EM AFR
'-6 466.09
WRONG WAY SR
0
w
a
CONC CURB W�2' Gl/77ER
SEAiIINOLE TRAIL -U. S. RTE. 29
ABLE W10TH R/CHT—OF—WAY
9SPHALT PAVED PUBLIC ROADWAY
G 469 03
' EASEMENT
PG 122
RCP - -3D�
�RB4R FOUND CURB INLET
E
R/M=457.62
—rnaa Ina IN11==446.04
W/TRANS %ML -76
APPROX. LOC UG. WATERLINE
PER REF. f3 (NOT FIELD
VERIFIED, EE NOTE )
R=460.15
A=1> 5610"
L=95.88
01B=S44105:0 E
CN0=95.71
l6'19'127Y 0..25'
PK NAIL F011NO
S40'323WV
J.00'
90' VEPCO EASEMENT
D.B. 889 PG. 183
�c ,67215
7P S/GI✓-S7> 0876 W
15.58'
RAMP (TO BE R,6RAC,0)
GAS
T FIELD
W
mi
Im
REVISIONS
REV I DATE I COMMENT mm"
' 2 19/4/2020 I COMMENTS ADDRESS OUNTY RPTY
I
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
INOT APPROVED FOR I
CONSTRUCTION
AGENCY REVD3W AND APPROVAL
PROJECT No.: V194600
DRAWN BY:
EEN
CHECKED BY:
RTY
DATE:
03/18/2020
CAD I.D.:
1
PROJECT
MAJOR SITE
PLAN AMENDMENT
FOR
29TH PLACE
DRIVE 7C]HHL U
LOCATION
1500 SEMINOLE TRAIL
CHARLOTTESVILLE, VA 22901
ALBEMARLE COUNTY
BOHLER//
28 BLAUKWELL PARR LANE, dU11'E 201
WARRENTON, VIRGBQIA 20186
Phone: (540) 349-4500
Fax: (540)349-0321
VA@BohlerEng.com
Lic. No. 0402056625
9/4/2020
SHEET TITLL.
EXISTING
CONDITIONS &
DEMOLITION
PLAN
SHEET NUMBER
C-202
20 10 5 0 20
1 "= 20'
REVISION 2 - 9/4/2020
s
\ »w
\ F
\ \ \ \ \ a R'
W ag
NQ
\ \\ \ H
z�zmR
TRANSFORMER ON CONC. PAD APPROX LOC. VEPCO EASEMENT \ C7 z W W 9 3�
O.B3BBPC 172 LOT 147 z�c7gWz �s
PARCEL Y \ / / 6 BERKMAR \ F"a U W w O w
'SHOPPER' WORLD" / [ / / D.B. 769 PG. 299 p a P: m 0 §o
D.B. 15 PG. 627 En
01 / \ LANDS N/F O 1 a z a p z�
NOS N/F �� / / \/ BARRY G. DOFFLEMYER, NANCY L. O FFLEMYER, GENERAL PARTNERS \ U d
SHOP E155 WORLD, L. C. D. B. 3360 PG. 736 A C7 U F a w w
DB. 1552 PG. 528 50 2D'urivTrEASEMENT // \ / 6 TM 61U-01-14 6 a p
TM 61M-12->C2 — PER REF�S b ZONING. HIGHWAY COMMERC/AL p m p
ZONING.- PLA ED DEVELOPMENT SHOPPING CENTER D.B. 540 PG 462 p• PRESENT USE. DOG GROOM/NG AND BOARD/NG \ 04
PR ENT USE.- SHOPPING CENTER W�1
A EA. 260,529 S F. OR 5.981 AC. _ / ®
WOOD LANDING �\�,
/\ z
EM / pq
WM!`�
k T
36' SERVICE DRIVE EASEMENT o
WATERLINE EASEMENT / r,0' / v0D.B. 899 PG 476 /
® / D.B. 1938 PG 112 / / / / \ / D.B. 545 PG. 631 M -
W M / / OB B4 PO 502
GM
®WM \ \ // 9, O� �V o��P REVISIONS
WM / / ti Q PRIVATE SERI4CE EASEMENT �� REV DATE COMMENT
° 6 DD 884 PC 50 L CHEC�BY
\ fB EM \ 7/ / — \ N. U �♦ JOG
\ ° EB / / j_ / U t^ Q ADDRESS COUNTY JPN
S R=35.00 ♦ 2 9/4/2020 COMMENTS RTY
\ f6 / S D9.. U400 PO S22ENT / Q
=43'3956" / O
0 co L=26.57
PHONE BOX $�' ® CH9=S1429 35'W
v� CHD=26.03 0 _ ` �e
0 PROP. TRASH - /ns
��
��ENCLQSURE _ _
\ CONC. /p P'4A,hSEE 0 SEiiEE � PROP. DRAINAGE EASEMENT
STEPS / LO �fIC
I4'_LO SAW -CUT LISTURBANCE D.B. 2110 PG. 311
72 STORM DRAINAGE I ' -
\ APPRO.0 COL. 10' D.B.2110 pGM3NT cp
\ \ OB [19J8 P0. 112 / / �O p0^ / /� JO' - --- '�' PROP. s'S�'E SOUO
1'R BOLLARD �1� �04.88'llpy. I
PROP. SET¢gC
DPROP 4'
0 •,CG-12 SIDEWALK_ -i:• CLEARANARE
PROP. 'S
/ CG-12 ROP. CONC. _ •
\ 30' ACCESS EASEMENT / C / ./ 'qd• 9/ • \ q . LANDING I _ _ p ppSIGN AND STOP BAR
\O D.B. 547 PG 97 / ��S �0 �^ 5 \ o ------- _Lp _ 001 — — • , REBAR FOUND
5 O \ > PROP. LOADING ti V
/ Q / —.--.—.--.--.— .--. PROP. o ,Q�CURB INLET
ooc+\ Qy���o \ / J(����• CROSSWALK 7 • \ \ �� NOSE #5 THIS SHEET- (/� SAWCUT a \ \ \ I LN/V-45549
^ EX CURB Know whalS bB�OW.
?�• - CG12 ROP. \ PROP. CBII before you dig.
8 9 0 ♦ � PPAVEMENT METAL ^ SAWCUT
^ / 4 C/0 ^. ® CIO �. 0 F MARKING W - - - ,R — 'R '. o Il \ ALWAYS CALL 811
�O 00 ROP 1500 _ o, / It's fast. It's free. It's the law.
GALLON fM • 6b ENTRANCE S/CN
;R RNSED CONCRETE WALKWAY G I , l
GREASE TRAP _
0 0 /��%%%� °D J
1 �„� F"' �,. EM 20'�Y� yPROP.4' EK HANDRAIL ONc. STEPS 1�f OT A P]PRO @' ]�° D ]FOR
SIDEWALK PROP. PRE -ORDER EX HANDRAIL (0 RWA/NJ PROP. BREAK IN ^ CONSTR TCTION
iBOARD SEE NOTE #1 IL HAND RAIL FOR�-3 ( ) PROP.PROP. ' \
CONC. �\� V�I / / PROP. BOLLARD WHITELEWIDE HAND STRIPE EXTENSION LOADING AREA I WM ` THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR
PROP. CANOPY AGENCYREVD?WANDAPPROVA ITISNOTQJT'ENDEDASA
9' 00 / (SEE NOTE#1) CONSTRUCTIONDOCUMENTUNLESSMDICATED
WOOD LANDSCAPE TOES d �� I I R=460.15 / OTHERWISE.
e PROP. MENU BOARD � Q=115520"
/ �Q' / / (SEE NOTE#1) WAY L=95.88 PROJECT No.: V194600
HC PARK/NG SIGN / \ ^ _
/ 01'BY: EEN
N5 00 5R / 2 PROPOSED I CHD=95.71530 T, CDRAWN
EC ED BY: RTY
\ BLOCK WALL Q ePQ' / j 5 / Z4 RE2 225 ANTSIF I I I J j s" DATE: 03/18/2020
5 PROP. "STOP' 00,E -- �„ I ` CAD LD.: 1
Toq SIGN h _ ' I O� '
12' � i c� �s V PROJECT:
s�LIMITS OF / / — I
MAJOR SITE
�q \ISTURBANCE -, '
/ \ s.o4 PROP. PLAN AMENDMENT PICK-UP I
WINDOW
00 J ROP. _ --- TO Pl( AIZ 0ND
/ h CG-12 7j. PROP. DIRECTIONAL TO PK NAIL FOUND
_ NOTES
ti ?a, 27.32 SIGN 0 S403258 W FOR
ROR_- •\ /Q3 x PROP. BOLLARD PROP. -T.00' 1. PLEASE REFER TO ARCHITECTURAL PLAN FOR DRIVE-THRU FEATURE
CUT �� �, CIO MOUNTED ADA SIGNS PAVEMENT N DETAILS.
l6 /0'REC EASEMENT •\ / MARKING PROP. �(��� �����
74 D.B. 561 PG. BI o8• !� 349' o PAVEMENT 2. CONTRACTOR TO ENSURE THAT THE FENCE AROUND THE DUMPSTER
— �•\ la _ J' e STRIPING AREA COMPLIES WITH ALBEMARLE COUNTY CODE. DUMPSTERS, DRIVE
���T q
\A ?y, - CONC. WALK Oj OUTDOOR TRASH RECEPTACLES, AND OTHER, SIMILAR OUTDOOR REFUSE 9' �lJ
PROP. p_ `� N CONTAINERS SHALL BE SCREENED WITH AN ENCLOSURE AT A MINIMUM
PAVEMENT •\ Y .o _ _ �� J� F1 HEIGHT OF ONE (1) FOOTABOVE THE HEIGHT OF THE DUMPSTER WITH A
MARKING O �(� o' MINIMUM INSIDE CLEARANCE AT THE OPENING OF TWELVE (12) FEET.
ROP... o�� -
cuRe � \ e "— - CONC C RB WIN Cv7TER LOCATION
PROP. "STOP' �/ CG-12PROP. 1
\� !OQ SIGN AND I C/0 p o _' - CG-12 3. FOR WORK ALONG THE RIGHT-OF-WAY, PLEASE REFER TO SHEET C-803
/ STOP BARS _ FOR THE MAINTENANCE OF TRAFFIC PLAN.
Ex PA�yEVT� o� 97r o o I 1500 SEMINOLE TRAIL
5492702 T
° // 4. VISIBILITY OF ALL NEW MECHANICAL EQUIPMENT FROM THE ENTRANCE
'FIi�RK/NC ODr / _ v 62..92' CORRIDOR SHALL BE ELIMINATED. SHOULD THE NEW MECHANICAL UNITS CHARLOTTESVILLE, N 22901
i ALBEMARLE COUNTY
• 12• ��' � o P J 6Q � x BE VISIBLE FROM THE EC AFTER CONSTRUCTION, THEN THE OWNER WILL
LIMITS OF to
�— 9 CROSSWALK WIITH PROP. 240 SF C r WORK PROVIDE FULL MECHANICAL SCREENING IN ACCORDANCE WITH THE ARB
I- EX PAVEMENT GUIDELINES.
STAMPED ASPHALT OUTDOOR PROP. MARK/NG
Q? / / I DINING AREA o_ SAWCUT PROP PROP. 30' VEPCO EASEMENT
Q L o PAVEMENT D.B. BB9 PG. 183 5. LOADING SPACE TO BE UTILIZED OFF PEAK HOURS AND SHALL NOT
G I PROP. STOP BAR .a MARKPAVEET MARKING xo
CONFLICT WITH THE HOURS OF THE EXISTING BUSINESSES B 0 H L E R ��
— 1-- --- — 30'BUILD/NGSETBACK —I---------------------------------------------------J
57F
--------- --- -- — ----�----�—F _ 101,
�'} APPROX COL. VEPCO EASEMENT 10' 10'
7 D.B. 388 PG. 172 11 i (TIP
) l0 22 LEGEND: 28 BLACKWELL PARK LANE, SUITE 201
5342040E WARRENTON, VIRGINIA 20186
OH OH _ ON ON OH —OH —OH —OH 0 �ON---- +ON OH ON 0 ON OH ON Of( 0H 0H OH OHHH OH OH OH OH H H 0H 0H 0// ON OH ON Phone: (540) 349-4500
o • I CONC C RB W/N GUTTER 24.94'
CONC CURB W/NO GUTTER 10' PARK/NG ETB,4CK MILL AND OVERLAY AREA Fax (540) 349-0321
WRONG WAY SIGN
--------- -- — — — — — -- — — — — — o� A BohlerEng.com
0/2' B' •12° !o \• 540'ff07"W SITE TABULATIONS: p►,TH O
_ It S40'12 41 " 103.73'
(- -- S2370:i3T [} P.O.B. /`LOD PARCEL ID:061UO-01-00-01500
COW WALK 2.95' • 0 007 oQ STOP SICN S11 08'16"W �.
!O O PROP _DOT a 15.58' TOTAL PARCEL AREA: 1.53 AC O ?.
CONC. Wq[K - _ F SIDEWALK CONC WA[K G N YA R y
_ .. . a - OP ZONING: PLANNED DEVELOPMENT SHOPPING CENTER
P.O.B. CONC CURB W/2' GUTT
CG-12 ZMA2001-14 WITH ASSOCIATED PROFFERS .p Lic. No. 0402056625
ER
CONC. CURB {4'/2' GUTTER
EXISTING USE: COMMERCIAL /RETAIL OR,, 9/4/2020
PROP. SAWCUT TO APPROX. COL. C l9RG/N/A OB H400 P S122NT PROPOSED USE: RESTAURANT WITH DRIVE THRU �s`S�ONALE�G`
EXTEND TO MIDDLE TELEPHONE & TELEGRAPH COMPANY
Z OF TRAVEL LANE DB. 419 PC 404 M' /,mnv EASEMENT PARKING:
E 11 a811
SEWANOLE TRAIL-U, S. RTE. 29
VARIABLE WIDTH RIGHT-OF-WAY
ASPHALT PAVED PUBLIC ROADWAY
PG. 122 SHEET TITLE:
EXISTING GROSS LEASABLE FLOOR AREA
FOR ENTIRE 29TH PLACE SHOPPING CENTER: 169,649 SF
EXISTING SPACES REQUIRED: 169,649 SF X (4.75 SPACES /1,000 SF GFA) SITE
=806 SPACES
EXISTING SPACES: 815 PLAN
PROPOSED LEASABLE FLOOR AREA: 169,766 SF
PARKING REQUIRED: 169,766 SF X (4.75 SPACES 11,000 SF GFA) SHEET NUMBER:
=806 SPACES
TOTAL SPACES PROVIDED: 807 C 3 01
20 10 5 0 20
1"=20' REVISION 2 - 9/4/2020
470
460
Dim
h
43,S/C
INE
EYE
_ —
---..__
�
13rS1
yTDIST
�CEGNE
\
--r
OBJ
10+00 10-50 11+00 11,50 12,00 12,50 13,00 13,50 14-00
SER I /ICE DR/ 1 /E SIGHT D/S TA NCE PROFIL E
SCALE: 1 "= 50' HORIZONTAL
1"= 5' VERTICAL
470
460
Dim
ru
390'SIGHTDT
IS
C�V\N
I1
S\ GNt �
\
EYE
—
�
10,00 10,50 11-00 11+50 12,00 12+50 13,00 13+50 14-,00 14+50 15,00 15+50 16,00
BERKMAR DRIVE SIGHT DIS TA NCE PROFIL E
SCALE: 1"= 50' HORIZONTAL
1"= 5' VERTICAL
Afifl TC C.
1. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT
DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA
BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO
PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS.
REVISIONS '
REV DATE I COMMENT Lox'-n.
' 2 9/4/2020 ADDRESS COMMENTS OUNTY RPTY
ia
Know wNals below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR
AGENCYREVD?WANDAPPROVA ITISNOTEJTENDEDASA
PROJECT No.: V194600
DRAWN BY:
EEN
CHECKED BY:
RTY
DATE:
03/18/2020
CAD I.D.:
1
PROJECT
MAJOR SITE
PLAN AMENDMENT
FOR
I29T H[ PLACE470 DRIVE 7C]HHL U
460
LOCATION
1500 SEMINOLE TRAIL
CHARLOTTESVILLE, VA 22901
ALBEMARLE COUNTY
BOHLER//
LS ISLAUA W ELL YAK11 LA1V E, D U 11 E LUI
WARRENTON, VIRGBQIA 20186
Phone: (540) 349-4500
Fax: (540)349-0321
VA@BohlerEng.com
Lic. No. 0402056625
6 9/4/2020 J
SHEET TITLE:
SIGHT
DISTANCE
PROFILES
SHEETNUMBER
C-302
REVISION 2 - 9/4/2020
Fr�
SENINOLE TRAIL -U. S. RTE. 29
VAR/ABLE W19TH RIGHT—OF—WAY
ASPHALT PAVED PUBLIC ROADWAY
LOT 147
BER1(MAR
D.B. 769 PG. 288
G DOFFLEMYER,
70,V,
PRESENT USE.
GENERAL PARTNERS
TC 455.95 /
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REV I DATE I COMMENT
mm" ■
' 2 9/4/2020 ADDRESS COMMENTS OUNTY RPTY
I
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ALWAYS CALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
App
CON
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR
AGENCYREVD?WANDAPPROVA ITISNOTEJTENDEDASA
CONSTRUCTION DOCUMENTUNLESS INDICATED
OTHERWISE.
PROJECT No.: V194600
DRAWN BY: EEN
CHECKED BY: RTY
I
' DATE: 03/18/2020
` CAD I.D.: 1
PROJECT:
MAJOR SITE
PLAN AMENDMENT
FOR
29TH PLACE
DRIVE 7C]HHL U
LOCATION
1500 SEMINOLE TRAIL
CHARLOTTESVILLE, VA 22901
ALBEMARLE COUNTY
BOHLER//
28 BLAUKWELL PARR LANE, dUYIE 201
WARRENTON, VIRGBQIA 20186
Phone: (540) 349-4500
Fax: (540)349-0321
VA@BohlerEng.com
Lic. No. 0402056625
9/4/2020
SHEET TITLE:
GRADING
PLAN
SHEETNUMBER:
C-401
20 10 5 0 20
1 "= 20'
REVISION 2 - 9/4/2020
APPROX COC U.C.
LINE PER REF
FIELD VERIFIED" SEE
WRONG WAY 510N—
i
COO. VEPCO EASEMENT \ \
/// / //A oe.TeePc172 147
D.B. 769 PG. 298
SARRY G. DOFFLEMYER, NANCY L. 00F LEMYE/� GENERAL PARTNERS\ \ \
D.B. 3360 POGO. 736
20' .9. PER REFZONING- 06 540 PG. 2 \ / ' �.`0� % / / / PRESENT USE •DOG GROOM/NO AMO BOARD/NO ` \
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REV DATE I COMMENT Lox'-n.
' 2 19/4/2020 I COMMENTS ADDRESS OUNTY RPTY
2pzTG /^'T. ` 48'RCP — — — — �_� 8 S 42"— — — — _ —
s. � S e„ AN RCP Q
42""RCP
30' ACCESS EASEMENT � / �' ^' � ___ � . p01 �O _ 159.9.
547 PG 87 / �p / Op^ / / / / - �00�� . — — • �GQ RE84R FOUND RM= 5 . 2
/ • \ PROP �\ �., `" / CURB CNL7 CNV=44& 04
ROP. 19.1 LF 4"r ' \ SAWCUT \ \ RIM=459.57
/PVC @ 1 05% � . _ _ . _ _ _ _ _ _ _ _ _ _ _ _ . _ _ D �I /NV-455.49 Know whalS below.
INV.- 'r<? / / r,NV=461.90 \ R\ SAWCUT Call before you dig.
\ / 461.70 0 ^•
CIO _ _ _ \ Q I SUP N'/TRANS /MC-76 ALWAYS CALL 811
INV.= BLOCK WACL PTO REMA/NJ \ o I >It's
ROP 1500 - A 462.30 nn nn EM J \ �i APPROX. CDC. UG. {IATERL/NE It's fast. free. It's the law.
/CROP. 20'-N n GREA EALLONTR/ PP �• l E 6b o� ENTRANCE S/GN �IFR/F/ED" S/EE NOTE J�CD
SENINOLE TRAIL -U. S. RTE. 29
VAR/ABLE W19TH RIGHT-OF-WAY
ASPHALT PAVED PUBLIC ROADWAY
R=460.15
=1> 5610"
L=95.88
C9B=S44'05;i0 E
CH0=95.71
VEPCO EASEMENT
7 999 PO: 191
511 08'16 W
15.58'
FIELD
NOTES:
1. CONTRACTOR TO TEST PIT EXISTING SANITARY CLEANOUTS AT
BUILDING FOR POTENTIAL TIE-IN POINT. CONTRACTOR TO
CONTACT ENGINEER PRIOR TO MAKING CONNECTION.
2. A NEEDED FIRE FLOW VALUE OF 1925 GPM WAS DETERMINED
PER THE ISO GUIDE FOR DETERMINING NEEDED FIRE FLOW.
3. AVAILABLE FIRE FLOW WAS DETERMINED TO BE 1223 GPM PER A
HYDRANT FLOW TEST CONDUCTED ON 5/27/2020 BY THE
ALBEMARLE COUNTY SERVICE AUTHORITY.
4. A KNOX BOX WILL BE REQUIRED FOR THE PROPOSED
RESTAURANT. LOCATION SHALL BE COORDINATED WITH THE
FIRE MARSHALUS OFFICE.
NOT APPROVED FOR
CONSTRUCTION
TDIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR
AGENCYREVD?WANDAPPROVA ITISNOTEJTENDEDASA
PROJECT No.: V194600
DRAWN BY:
EEN
CHECKED BY:
RTY
DATE:
03/18/2020
CAD I.D.:
1
PROJECT
MAJOR SITE
PLAN AMENDMENT
FOR
29TH PLACE
DRIVE 7C]HHL U
LOCATION
1500 SEMINOLE TRAIL
CHARLOTTESVILLE, VA 22901
ALBEMARLE COUNTY
BOHLER//
LS ISLAUA W ELL YAK11 LA1V E, D U 11 E LUI
WARRENTON, VIRGBQIA 20186
Phone: (540) 349-4500
Fax: (540)349-0321
VA@BohlerEng.com
Lic. No. 0402056625
6 9/4/2020 J
SHEET TITLE:
UTILITY
PLAN
SHEET NUMBER:
C-501
20 10 5 0 20
1 "= 20'
REVISION 2 - 9/4/2020
i
4/,0.4'GAS
REF. A4 /NOT \ \
z
EX. 12" GLEDITSIA
TO REMAIN
SEMI VOLE TRAIL-U.S. RTE. 29
VAR/ABLE WIDTH R/GHT-0E—W4)1
ASPHALT PAVED PUBLIC ROADWAY
REMAIN (NANDINA, JUNIPERUS, ILEX SP.)
VEPCO EASEMENT
172
0.. DOFFLEMYER,
UT/L/TY EASEMENT
400 PG 122
GENERAL PARTNERS
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SEMENT I
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A
10' OR/7 EASEMENT e
0.0 400 PC 122
i
LANDSCAPE SCHEDULE
KEY
QTY.
BOTANICAL NAME
COMMON NAME
CAL. / HT.
CONT.
ORNAMENTAL TREES
AG
3
AMELANCHIER X GRANDIFLORA'AUTUMN
BRILLIANCE'
AUTUMN BRILLIANCE'APPLE SERVICEBERRY
1-11/2'CAL./8-10'
B+B
CC
10
CERCIS CANADENSIS TOREST PANSY
FOREST PANSY REDBUD
1-1 112" CAL.18-10'
B+B
CF
2
CORNUS FLORIDA
WHITE FLOWERING DOGWOOD
1-112'CAL./8-10'
B+B
CV
1
CHIONAN/HUS VIRGINICUS
WHITE FRINGETREE
68'HT.
B+B
SJ
3
STYRAXJAPONICA
JAPANESE SNOWBELL
1-112"CAL./8-10'
B+B
SUBTOTAL:
19
EVERGREEN TREES
IXN
3
ILEXX'NELLIE R. STEVEN'
NELLIE R. STEVENS' HOLLY
68' HT.
B+B
SUBTOTAL:
3
DECIDUOUS SHRUBS
RK
51
ROSA'KNOCKOUT'
KNOCKOUT ROSE
18-24" HT. & SPREAD
A3 CAN
SUBTOTAL:
51
EVERGREEN SHRUBS
ICHG
17
ILEX CRENATANOOGENDORN'
HOOGENDORN JAPANESE HOLLY
15-18" HT. & SPREAD
QCAN
IGS
10
ILEX GLABRA'SHAMROCK'
SHAMROCK INKBERRY HOLLY
24-30" HT. & SPREAD
95 CAN
JPG
6
JUNIPERUS PFITZERIANA'OLD GLOW'
OLD GLOW CHINESE JUNIPER
15-18"SPRD.
k3 CAN
SUBTOTAL:
33
ORNAMENTAL GRASSES & PERENNIALS
CKF
21
CALAMAGROSTIS ARUNDINACEA'KARL
FOERSTER'
FEATHER REED GRASS
2GAL.
CONTAINER
SMN
53
SALVIAVAY NIGHT
MAYNIGHTSALVIA
10T
SUBTOTAL:
74
APPROr ZOO.. U.G WATER! "
ENTRANCE SIGN PER REnF. ,f3 (NOT FIELD
—EX 6" ILEX'NELLIE STEVENS' EE NOTE 3f
ILEX SP. HEDGE
REMAIN
X. PRUNUS LAURACERASUS HEDGE
0 REMAIN
30" VEPCO EASEMENT
09 889 PG 183
GAS
T F/ELO
INUJLE:
1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO
REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF
TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED
MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE
PLANT.
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REVISIONS
REV I DATE I COMMENT Denmw
' 2 19/4/2020 ADDRESS COMMENTS OUNTY JRPTN
Q3
iamiwham below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
_ �, _ _ �N �u �a� N
( IN 11 o
AGENCY REVffiW AND APPROVAL
PROJECT No.:
V1941300
DRAWN BY:
EEN
CHECKED BY:
RTY
DATE:
03/18/2020
CAD I.D.:
1
PROJECT:
MAJOR SITE
PLAN AMENDMENT
FOR
29T]HI ]PLACE
DRIVE T]HHf U
LOCATION
1500 SEMINOLE TRAIL
CHARLOTTESVILLE, VA 22901
ALBEMARLE COUNTY
BOHLERd
28 PLACKWELL PARK LANE, SUN E 201
WARRENTON, VIRGINIA 201816
Phone: (540)349-4500
Fax: (540) 349-0321
VA@BohlerEng.com
Lic. No. 0402056625
9/4/2020
SHEET TITLE:
LANDSCAPE
PLAN
SHEET NUMBER:
C-601
20 10 5 0 20
1 "= 20'
REVISION 2 - 9/4/2020
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 1W,
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"i).
C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT
CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED
BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT.
D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND
AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS.
8. TOPSOILING
A. CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE
LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED
SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS.
B. ON -SITE TOPSOIL MAYBE 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 TILIATOMENTOSA
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 W CALIPER OF TRUNK
J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND
WATER THOROUGHLY.
K. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE
BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP
OF THE ROOT BALL.
L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED
TO A MINIMUM BRANCHING HEIGHT OF T FROM GRADE.
M. GROUND COVER AREAS SHALL RECEIVE A W LAYER OF HUMUS RAKED INTO THE TOP V 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.
0. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED
AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB.
P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE
WATERING SPECIFICATIONS AS LISTED HEREIN.
10. TRANSPLANTING (WHEN REQUIRED)
A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT.
B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL,
ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND.
C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30.
D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE.
E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN.
F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES
GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE
MUNICIPALITY'S TREE REPLACEMENT GUIDELINES.
11. WATERING
A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING.
WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO
THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL
CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED.
B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE
ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED
FOR ALL NEWLY PLANTED TREES.
C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT
MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF
MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH.
12. GUARANTEE
A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL
OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A
MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE
RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN
COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE.
B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD.
REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY
DEBRIS SHALL BE DISPOSED OF OFF -SITE, WITHOUT EXCEPTION.
C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT
THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE
PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD
CONDITION AND FREE OF INSECTS AND DISEASE.
D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER
OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH,
ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS.
13. CLEANUP
A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE
CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED
AREAS ARE TO BE CLEANED.
B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER
OR AUTHORIZED REPRESENTATIVE.
DO NOT STAKE OR
WRAP TRUNK
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
SUBGRADE
DIG WIDE, SHALLOW HOLE
WITH TAMPED SIDES
TAMP SOIL SOLIDLY AROUND
RGCF r1P Rr)OT RCI I
DO NOT STAKE
OR WRAP TRUNK
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
i PART COW MANURE
3 PARTS TOPSOIL
SUBGRADE
DIG WIDE, SHALLOW HOLE
WITH TAMPED SIDES
TAMP SOIL SOLIDLY
AROUND BASE OF
ROOT BALL
PLANT SHALL BE
TRANSPLANTED AT THE SAME
GRADE AS IT BORE IN THE
NURSERY PLOT PRIOR TO
BALLING AND BURLAPPING.
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
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
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
SET ROOT BALL FLUSH TO GRADE OR
SEVERAL INCHES HIGHER IN
POORLY DRAINING SOILS.
4" BUILT-UP EARTH SAUCER
3" THICK LAYER OF DARK
BROWN DOUBLE SHREDDED
HARDWOOD MULCH
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
REMOVE THE TOP W 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
o� i rtvv i on�� vry nrtm
PAD IN BOTTOM OF HOLE
REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT.
EVERGREEN TREE PLANTING DETAIL
NOT TO SCALE
ONLY TREES WITH ONE MAIN LEADER
0 o SHALL BE PURCHASED. DO NOT PRUNE
o TREE AT PLANTING UNLESS DIRECTED
"i, TO BY PROJECT LANDSCAPE ARCHITECT
FOLD BURLAP AWAY FROM
o TOP OF ROOT BALL
0 0o SET ROOT BALL FLUSH TO GRADE
OR SEVERAL INCHES HIGHER IN
POORLY DRAINING SOILS.
4" BUILT-UP EARTH SAUCER
3" THICK LAYER OF DARK OWN DOUBLE
SHREDDED HARDWOOD MULCH
BEFORE PLANTING ADD 3 TO 4"
OF WELL -COMPOSTED LEAVES OR
RECYCLED YARD WASTE TO BED
AND TILL INTO TOP 6" OF
_I =III=
\ I=III=III—
PREPARED SOIL.
4-6" DEEPER THAN ROOT BALL
REMOVE THE TOP 1/3 OF THE WIRE BASKET IF
PRESENT. ANY AND ALL TWINE SHALL BE
REMOVED FROM THE TREE BEFORE
BACKFILLING. BURLAP SHALL BE FOLDED BACK
INTO PLANTING HOLE
SET ROOT BALL ON FIRM
PAD IN BOTTOM OF HOLE
REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT.
DECIDUOUS
TREE
PLANTING
DETAIL
NOT TO SCALE
8-12'
REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT
DECIDUOUS AND EVERGREEN
SHRUB PLANTING DETAIL
INCORPORATE T OF PEAT INTO 6" OF
PLANTING MIXTURE, AS SPECIFIED
3" THICK LAYER OF
DARK BROWN DOUBLE
SHREDDED HARDWOOD
MULCH
FINISHED
MINIMUM 6"
D= PROPOSED ON CENTER
(O.C.) SPACING
SEE LANDSCAPE SCHEDULE
FOR FOR REQUIRED SPACING
NOT TO SCALE
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
3" THICK LAYER OF DARK
BROWN DOUBLE
SHREDDED HARDWOOD
MULCH
FINISHED GRADE
PLACE SHRUB ON
FIRM SOIL IN
BOTTOM OF HOLE.
SUBGRADE
SOIL SURFACE ROUGHENED
TO BIND WITH NEW SOIL.
PLANT MATERIAL SPACED AS SPECIFIED.
SEE LANDSCAPE SCHEDULE FOR PROPOSED
SPACING.
TYPICAL PERENNIAL AND GROUND COVER PLANTING
NOTE: TREE STAKING TO BE REMOVED
AFTER 2 GROWING SEASONS
DO NOT WRAP TRUNK
REINFORCED RUBBER HOSE (1/2"
DIA.)
12 GAUGE GALVANIZED WIRE GUYS TWISTED
T DIA. HARDWOOD STAKES M TREE HT.
2 PER TREE
EXISTING GRADE
PREPARED SOIL FOR TREES
1 PART PEAT MOSS
i PART COW MANURE
3 PARTS TOPSOIL
UNDISTURBED SUBGRADE
y12"�
TAMP SOIL SOLIDLY AROUND BASE
OF ROOT BALL
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.
3" THICK LAYER OF DARK BROWN
DOUBLE SHREDDED HARDWOOD
MULCH
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 V OF PREPARED SOIL
REMOVE THE TOP 1/3 OF THE WIRE BASKET IF
PRESENT. ANY AND ALL TWINE SHALL BE REMOVED
FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL
BE FOLDED BACK INTO PLANTING HOLE
SET ROOT BALL ON FIRM PAD
IN BOTTOM OF HOLE
TREE PLANTING ON SLOPE DETAIL
NOTTOSCALE
SEEDING SPECIFICATIONS
1. MATERIAL:
1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT
THE SPECIFIED COMPOSITION:
1.1.1. 80%- TURF TYPE TALL FESCUE SEED
1.1.2. 10% - KENTUCKY BLUEGRASS SEED
1.1.3. 10% -ANNUAL RYE GRASS SEED
1.2. INSTALLATION RATES:
1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF
1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT
SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE
(46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED.
1.2.3. FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A
RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF)
1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5
GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS
PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND
INITIAL ESTABLISHMENT.
1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A
RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT
COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE
THROUGH THE STRAW LAYER.
2. EXECUTION AND PREPARATION:
2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS
AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO
AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF
AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED.
AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE
GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING
TO SOIL ANALYSIS.
2.2. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE
PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON -SELECTIVE
HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL
WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW
SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO
PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE
PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC
DEBRIS ARE PRESENT ON THE INSTALLATION AREAS.
2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED
OF ALL DEBRIS LARGER THAN 2" DIAMETER.
2.4. AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF
ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS
ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF
COMPACTION.
3. INSTALLATION:
3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS
AND RECOMMENDATIONS.
3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO
HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN.
HYDROSEEDING MAY ALSO BE PERFORMED WITH THE
ENGINEER/ARCHITECTS APPROVAL.
3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING
DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED.
3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO
AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND
VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE
APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A
RATE OF 80LBS PER ACRE.
3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE
RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO
SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER
AT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET).
3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF
SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING
AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC
PRODUCT MANUFACTURER RECOMMENDATIONS.)
4. MAINTENANCE
4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS
IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF
SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE
VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER
APPLICATION RATES.
4.2. REPAIR ALL SEED WASHINGS AND EROSION.
OWNER MAINTENANCE RESPONSIBILITIES
UPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK, THE OWNER IS
FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALL
INSTALLED VEGETATION, PLANTS, TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS AND
FLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS AND
SUBSOIL AREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT
LIMITED TO, THE FOLLOWING:
TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TO
ASSURE THAT ANY BRANCHES MUST BE LIMBED UP TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL
PEDESTRIAN SURFACES) OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH
OF TRAVEL.
TREES WITHIN VEHICULAR SIGHT LINES, AS ILLUSTRATED ON THE LANDSCAPE PLAN, ARE TO BE
TRIMMED TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR AS
OTHERWISE INDICATED ON THE PLANS.
VEGETATIVE GROUND COVER, SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED
SO THAT NO PORTION OF THE PLANT EXCEEDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVEL
SURFACES) ALONG AND WITHIN THE SIGHT LINES OF PARKING LOTS AND INGRESS -EGRESS WAYS.
FALLEN PLANT FLOWERS, FRUIT, SEEDS AND DEBRIS DROPPINGS ARE TO BE REMOVED IMMEDIATELY
FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANY
OTHER HAZARDS.
THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS
REQUIRED TO PROVIDE.
W
J
O
m
REVISIONS
REVS DATE I COMMENT
' 2 19/4/2020ADDRESS COMMENTSOUNTY JRPTN
•
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
AGENCY REVIEW AND APPROVAL.
PROJECT No.:
V194600
DRAWN BY:
EEN
CHECKED BY:
RTY
DATE:
03/18/2020
CAD I.D.:
1
PROJECT
MAJOR SITE
PLAN AMENDMENT
FOR
29TH PLACE
DRIVE TEIDf U
LOCATION
1500 SEMINOLE TRAIL
CHARLOTTESVILLE, VA 22901
ALBEMARLE COUNTY
BOHLERI
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
TH
Lic. No. 0402056625
9/4/2020
SHEET TITLE:
LANDSCAPE
NOTES AND
DETAILS
SHEET NUMBER:
C-602
TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT
PERENNIAL/GROUND COVER PLANTING DETAIL
NOT TO SCALE
REVISION 2 - 9/4/2020
EDGE OF PAVEMENT OF FACE OF CURB
.5" ASPHALT SURFACE COURSE (SM-9.5A)
-2' MIN. CLEAR ZONE
(TYP., LT. & RT.)
SEE PLAN
NOTE:
1. WORDS AND ARROWS FOR DRIVEWAYS SHALL
BE APPLIED ACCORDING TO REQUIREMENTS
AS OUTLINED IN SECTION 3B OF THE
MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES FOR STREETS AND HIGHWAYS
2. THESE WORDS AND BAR ARE TO BE
PAINTED REFLECTIVE
STOP BAR
N.T.S.
30"
DO
X
D
U
0
0
ID
Q
LL
0
O
z
ID
2
LU
0
O
w
O
w
RED'REFLECTIVE'
COLOR
WHITE'REFLECTIVE'
COLOR
3"X3" SQUARE
ALUMINUM TUBING,
MEXICALI RED COLOR
a.
Z
(9
0
N
CONCRETE FILL TO BE ROUNDED
FOR PROPER RUN OFF
4" DIAMETER STEEL PIPE FILLED
W/ CONCRETE PAINTED TRAFFIC
YELLOW AND EMBEDDED IN
CONCRETE BASE
TOP OF ASPHALT OR
CONCRETE SLAB
3000 P.S.I.
NOTE: _Ili=in...in III 1
1. SEE SITE PLAN FOR LOCATION(S). 1 MIN.
BOLLARD DETAIL
NOT TO SCALE
m
1�EFLECTIVE ALUMINUM
LEGENDANDBORDER -GREEN
MPIVN
D 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
o
Z
1O
LL m
rr
4" DIAL SCH. 40 GALVANIZED STEEL PIPE
2 ❑
BOLLARD PAINTED OSHA YELLOW FILLED
O K
OO
1
WITH CONCRETE
DO ID
It
l
E_ F-
O
o WNW
>
LINT CONCRETE BLACK AFTER
O
CURING AT ASPHALT LOCATIONS
J
L
-
�4000 PSI CONCRETE
8"0 CONCRETE �I o
BASE 4
STOP SIGN (&
STANDARD
MOUNTING POST
N.T.S.
194,
I ..................
,
V-6"
NOTE:
ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT
WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES
ILLARD MOUNTED ADA PARKING SIGN DETAI
LOCKING FRAME AND COVER, AIR & GAS ADJUST TO GRADE AS REQUIRED
TIGHT FINISHED GRADE
-�_
24"GRADE RINGS
2" VENT
� � f�
2" VENT
4"INLET
�.'77777
4"X:4'k4'
MN.
oUTLEF
8"MINOTES:
NOTES:
MANHOLE RINGS AND COVERS
a
7EM)CrEND4'
fj
CANNOT BE COVERED OR
BELOW THE ID LfVL�
TRAPS SHALL NOT BE LOCATED IN AN
OBSCURED BY LANDSCAPING,
O o
ENTRANCE, EXIT, DRIVE-THRU OR UNDER
PAVEMENT, ETC,
�a
A MENU BOARD. IF TRAP IS LOCATED IN A
DRIVE, PARKING AREA, IT MUST CONTAIN
INLET AND OUTLET PIPES
TRAFFIC RATED TRAFFIC RATED RINGS
SHALL BE SCHEDULE 40 PIVC
AND COVERS AND MEET H-20 LOADING.
AND CANNOT BE COVERED OR
CAPPED.
GREASE INTERCEPTOR SHALL BE A MIN.
OF 1250 GALLONS.
INLET PIPE SHALL BEA, MIN. OF
4" IN DIA. VERTICAL PIPE ON
213 LENGTH OF TRAP 1/3 LEN. OF TRAP
2' VENTS SHALL BE CONNECTED
OUTLET MUST BE A MIN. OF 4"
TO THE BUILDING VENT SYSTEM.
IN DIA,
DETAIL FOR REFERENCE ONLY. REFER TO AUTHORITY HAVING
JURISDICTION FOR CORRECT TYPE OF INTERCEPTOR TO BE USED.
GREASE INTERCEPTOR DETAIL N.T.S. D
ASPHALT BINDER COURSE (BM-25)
9101
COMPACTED STONE BASE (21-A)
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
NOTE:
1. SECTION SHOWN IS BASED ON THE EXISTING PAVEMENT SECTION FOR THE
SHOPPING CENTER. CONTRACTOR SHALL CONFIRM IN THE FIELD AND NOTIFY
ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING SECTION AND THE
SECTION SHOWN ABOVE.
STANDARD DUTY ASPHALT PAVEMENT SECTION
NOT TO SCALE
cG-12 A
"5 DOWELS 8" LONG PERMISSIBLE
NOTES:
1. EXPANSION JOINTS TO BE INSTALLED AT 20' INTERVALS.
2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE OR 4000 P.S.I. IF PRECAST.
HEADER CURB DETAIL
NOT TO SCALE
WP-2
WOM
15 p
n �1 L
'T__i1�Ps�:il:u�1�`I>1i�Luyau �ry `„Loz :x'1
BACK OF CURB
WITH BUFFER STRIP
BILE) TRANSITION GUTTER PAN SLOPE
TO 20:1 THROUGH RAMP LENGTH S'µN
PAN MAXIMUM SLOPE 20:1 'a 2�
II 12'1 MNt.; �+f
-E- WITHOUT BUFFER STRIP
EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT
` _'•. I SECTION A -A �LANMN6 46n MAX.
DETECTABLE WARNING SURFACE PERMISSIBLE
CONSTRUCTION
JOINT
LENOPE
GTH
1. FOR GENERA. NOTES ON THE DETECTABLE WARNING SURFACE,
SEE SHEET 1OF S.
2. THE REOUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET,
REGARDLESS OF THE SLOPE.
3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OPENING
4. DIAGONAL PLACEMENT IS NOT PERMITTED
TYPE 8 PARALLEL
APPLICATION
ROADWAY GRADE
IN PERCENT
MINIMUM RAMP LENGTH
IN FEET
4" CURB
6" CURB
o
a
6
1
5
7
2
5
8
3IF-
6
9
4
e
t2
5
10
15
6
14
15
RgAS$
J
CONCRETE CURB
ONE DIRECTION
WITHOUT BUFFER STRIP
CROSS'
II II
CROSSWALK
TWO DIRECTIONS SMALLER RADII
WITHOUT BUFFER STRIP
XVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE
SHEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION
204.03 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION
A
PERMISSIBLE
CONSTRUCTION iI5 OW 8" LONG O 12" C-C
B
�MsIEW
ONE DIRECTION
WITH BUFFER STRIP
4
B TYPICAL DESIGN
SPECIFICATION
REFERENCE
105
502
504
CO-12
VARIES
2% MAX. CROSS SLOPE
COMPACTED SUBGRADE (PER
GEOTECHNICAL REPORT)
L-4" CLASS A CONCRETE
(3000 P.S.I. @ 28 DAYS)
4" THICK, COMPACTED
STONE BASE (TYPE 2a)
NOTE:
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.
CONCRETE SIDEWALK DETAIL
EDGE EXPAVEMENT
I f EDGE
DETERMINED IN FIE
TACK COAT THE PROPOSED
CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS
-------- EXISTING SUBBASE PROPOSED SUBBASE
COMPACTED SUBGRADE
CONSTRUCTION JOINT DETAIL
® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
® PROPOSED MINIMUM IV, INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
X MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE 3)
NOTES(
1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS, THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART.
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 I/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER.
5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAINAGE.
6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
7. FINAL TRANSVERSE PAVEMENT TIE-IN SMALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(u) OF THE
SPECIFICATIONS,
�VDur PAVEMEREFERENCE
NT WIDENINGSIPE
ROAD MO BRIDGE STANDARD$
SHEET 1 OF 1 REVISION DATE 316
303.Cf VRCNA 111PART1ENf OF TR/MSPORTATgM
D' %a SECTION CAST RON --•Ir I/¢ SECTION STEEL
2'-7" NOTES
LUGS TO BE 1-31 L 21/2" x 2%Q' x /(' I DEPTH OF INLET lW TO BE SHOWN ON
CAST WITH 10•-4" LONG PLANS. FOR DEPTH GREATER THAN 10'USE
COLLAR r STANDARD DI -IA
A _ _ q B B 2. THE "H" DIMENSION SHOWN ON THE
RMSITION GUTTER PAN SLOPE
TO 20:1 THROUGH RAMP LENGTH
A
■
"ILL
I
CAST GALV.
■
JJ--
ONE WELDED
STANDARDS AID SPECIFIED ON THE PLANS
WILL BE MEASURED FROM THE INVERT OF
THE OUTFALL PIPE TO THE TOP OF THE
TRANSITION GUTTER PA! SLOPE GUTTER PAN MAXIMUM SLOPE 20:1
4.
17
a iv
n
IRON STEEL
I
JOINT
STRUCTURE. PLAN "H" DIMENSIONS ARE
APPROXIMATE ONLY FOR ESTIMATING
TO 20:1 THROUGH RAMP LENGTH
N
66 ±
PURPOSES THE A ACTUAL
4,
OPTIONAL
BRACE RIBS
43. i LBS
I
CONNECTOALLRS
SHALL BE DWE
ETERMINED RMINED BY
_ _
3 LBS
TO COLLAR
CONTRACTOR FROM FIELD CONDITIONS.
8'-0" MIn. 4'-0" Min.
4'
INCLUDING INCLUDING
(CONNECTOR
3.
WHEN SPECIFIED ON THE PLANS THE
BACK OF CURB 12n WAX. 48'1 MAX.
-o�,
LUGS
WITH T IS TO 13E STANDARD STANDARD IS-1. COST OF ED IN ACCORDANCE
FURNISHNG AND PLACING ALL MATERIALS
i
TYPE A
�/" 2'-7" 9`I"
INCIDENTAL TO THE SHARING IS TO BE
INCLUDED IN BID PRICE FOR THE
WITH BUFFER STRIP
42"
4"
/t' x 4"
STRUCTURE,THE
A1N.
I A A
PLAN
LUGS
I
I- 12" 9/d'
_I SOW SHEAR
CONNECTORS
4.
IN THE EVENT THE INVERT OF THE
SECTION
(GRATE REMOVED(
I'
-1
TPIPE IS HIGHER THAN THE
BOTTOM
BOTTOMTOM OF THE STRUCTURE, THE INVERT
SEE DETAIL A+
OF THE BE
STRUCTU
WITH CEMENT MORTARHTOL PREVENTED
PERMISSIBLE
SECTION B-B
STANDING OR PONDING OF WATER IN THE
CONSTRUCTION
.y
STRUCTURE.THE COST OF FURNISHING
JOINT
«�
COLLAR DETAIL
D
AND PLACING ALL MATERIALS INCIDENTAL
LLLLL
¢
LETTERING
TO 8E INCLUDED
INLET SNRICE
2/••
W THE BID PRICE FOR THE STRUCTURE.
IN O
DIMENSIONS FOR
DUMP
NO WASTE DRAINS TO WATERWAYS
5.
STEPS ARE TO BE PROVIDED WHEN H IS
4'-0" OR GREATER. FOR DETAILS SEE
SECTION B-B
CAST IRON ONLY
STANDARD ST-1.
EXAMPLE INSTALLATION METHODS -
DETAIL B
NOTES
SEE PLANS FOR LAYOUT
6.
THIS ITEM MAY BE PRECAST OR CAST -
DETAIL A
sD
!N-PLACE
1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 5.
4'-2"
HARDWARE
2'-6"
-
7.
M4 X 8" SMOOTH DOWELS AT
2. THIS DESIGN BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING
l:-
CLOTH
1'-3"
SEE DETNL B
APPROXIMATELY C-C TO BE
IR
04' WIDEN REWIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW
CONSTRUCTION.
X
��
��
4" .
�tl68, tl78 OR
I
TOSETTLEMENT.ABUTTIPLACED IN NGRE AS ADJACENT
TO ABU1iINCONCRETE TO PREVENT
TE TO PRE
3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OPENING.
4. DIAGONAL PLACEMENT IS NOT PERMITTED.
Y
Ww ww
u g n a
,•d•
.#78
- tl8 x 6 WIDTH
g
I
LIEU
A 2"X4" NOTCH MAY BE PROVIDED.
SEE STANDARD T-DI-3, 4 FOR
105
502
504
In
In
a a • • 3" DIAMETER
ALTERNATE DESIGN.
��
^, �,� D. COLLAR
SEE NOE 8
n
e.
3" DIAMETER WEEP HOLE WITH 12"X72"
C'
s zz z_z
L
PLASTIC HARDWARE CLOTH /," MESH
�U
U t
12"
N
OR GALVANIZED STEEL WIRE MINIMUM
CROSSWJK
- 12"-15"-18" OR 24"
T;N� mn
f
WIRE DIAMETER 0.03", NUMBeR 4 MESH
HARDWARE CLOTH ANCHORED FIRMLY
NN N O
TO THE OUTSIDE OF THE STRUCTURE -
CROSSWALK
II
�I
TYPICAL PLACEMENT
C' d s d
" d • d>
io
9.
CAST IN PLACE CONCRETE IS TO BE
CLASS A3 (3000 PS). PRECAST
TYPICAL PLACEMENT
AT INTERSECTION
_•..„
CONCRETE IS TO BE 4000 PSI,
AT INTERSECTION
WITHIN CROSSWALK
(WITH BUFFER STRIP)
SECTION A -A
SEE DIET
/'" + -V
B
ID
MY ALTERNATE METHODS OF ANCHORAGE
MEETING THE APPROVAL OF THE ENGINEER
WITHIN CROSSWALK
CONCRETE QUANTITIES FOR MIN. DEPTH
.a �I.
MAY BE SUBSTITUTED FOR THE CAST IRON
15: CONCRETE PPE - 1.440 CU. YD. CONCRETE
15" CONCRETE PIPE - 1.528 CV. YD. CONCRETE
HIMLUGS
WEIGHT
ARPROXST IRON
CAST IRON
1/�'+' GRATE 363 ± 18 LBS
i.
AS SHOWN HEREON.
DUMP NO WASTE DRAINS TO WATERWAY
LETTERNG IS REQUIRED ON ALL DI-1
INK SEALED AND SIGNED DRAWING IS ON FILE W THE CENTRAL OFFICE.
)ETECTABLE WARNING SURFACE
`vD❑T
ROAD AD BRIDGE STANDARDS
18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE
GRATES, LOCATION Of LETTERING MAY
TYPE A (PERPENDICULAR) APPLICATION
REVISION DATE SHEET 2 OF s
24'• CONCRETE PIPE - 1.817 CU. YD. CONCRETE
SECTION C-C SECTION D-D
VARY Br MANUFACTURER.
VIRGINIA DEPARTMENT OF TRANSPORTATION
04/19 204.02
ADDITADD IONAL FOOT°OFEDEPTH.
GRATE DETAIL
XvarT
STANDARD DROP INLET
REFERENCE6
AND
D BRIDGE STANDARDS
SHEET 1 OF 1 REVISION DATE
12" - 24" PIPE; MAXIMUM DEPTH (H) - 10'
233
104.01
VIRGINIA DEPARTMENT OF TRANSPORTATION
302
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REVISIONS
REV DATE COMMENT cx
2 9/4/2020 ADDRESS COUNTY
COMMENTS
kKnnow what's below,
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. I�tt''s�It-h�e law.
NOT APPROVED FOR
CONSTRUCTION
ION
AWING IS ETI'ENDED FOR MUNICIPALAND/OR
VIEW AND APPROVAL. IT IS NOTENTENDEDASA
TRUCPION DOCUMENT UNLESS D-1DICATEDOTHERWISE. No.: V194600BY: EEN
D BY: RTY
03/18/2020
: 1
PROJECT:
MAJOR SITE
PLAN AMENDMENT
FOR
29TIl PLACE
DRIVE TC]HI]f U
LOCATION
1500 SEMINOLE TRAIL
CHARLOTTESVILLE, VA 22901
ALBEMARLE COUNTY
BOHLERI
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
VA@BohlerEng.com
_.aALTFI [TAIL
Lic. No. 0402056625
it�l 9/4/2020
SHEET TITLE:
CONSTRUCTION
DETAILS
SHEET NUMBER:
C-801
REVISION 2 - 9/4/2020
_t.
�t4 ,ram 'w
t
ILVANA110:4d
RE EXHIBIT
4'k4" WOOD POST
8'-0" O.C.
1"x6" WOOD SLATS
2"x4" STRINGER (VERTICAL)
(2 TYP.)
FINISHED
Kel
NC
1. ALL LUMBER TO BE PRESSURE TREATED.
2. USE 6"x6" POSTS AT ALL CORNERS (ANGLE POINTS).
BOARD ON BOARD FENCE DETAIL
NOT TO SCALE
BOARD ON BOARD FENCE
TO BE INSTALLED
AROUND THE PERIMETER
5-4- 5'-9" v 5-4- 5'-9" OF THE ENCLOSURE
Ilk
Zi;
O O O O O
O O O
2'-0" 6-0" 6-0" 6'-0" 4'-6"
w I z
W
w
o O I 2'-3" 2'-0" 2'-3 7/16" O z
3'-911/16"
L) W
0
Q
W
Z W
J ,I
/
/
U-0" 18'-0"
23A" CENTERLINE TO CENTERLINE
DUMPSTER DETAIL
NOT TO SCALE
W
J
O
m
REVISIONS
REVS DATE I COMMENT
' 2 19/4/2020 I COMMENTS ADDRESS OUNTY JRPTN
15
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
AGENCY REVIEW ANO APPROVAL.
PROJECT No.:
V194600
DRAWN BY:
EEN
CHECKED BY:
RTY
DATE:
03/18/2020
CAD I.D.:
1
PROJECT:
MAJOR SITE
PLAN AMENDMENT
FOR
29TH PLACE
DRIVE 7C]HHf U
LOCATION
1500 SEMINOLE TRAIL
CHARLOTTESVILLE, VA 22901
ALBEMARLE COUNTY
BOHLERI
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
TH
Lic. No. 0402056625
9/4/2020
SHEET TITLE:
CONSTRUCTION
DETAILS
SHEET NUMBER:
C-802
REVISION 2 - 9/4/2020
Page 611-38 April 2015
Page 611-38 April 2015
Typical Traffic Control
Outside Lane Closure Operation on a Four -Lane Roadway
(Figure TTC-16.1)
NOTES
Standard:
1. On divided highways having a median wider than 8', right and left sign assemblies shall be
required.
Guidance:
2. Sign spacing should be 130W--1500'for Limited Access highways. For all other roadways, the sign
spacing should be 500'--800' where the posted speed limit is greater than 45 mph, and 350'--500' where
the posted speed limit is 45 mph or less.
3. Care should be exercised when establishing the limits of the work zone to insure maximum possible
sight distance in advance of the transition, based on the posted speed limit and at least equal to or
greater than the values in Table 611--3. For Limited Access highways a minimum of 1000' is desired.
4. All vehicles, equipment, workers, and their activities should be restricted to one side of the pavement.
Standard:
5. 'taper Length (L) and Channelizing Device Spacing shall be:
Taper Length (L)
Speed Limit
(mph)
Lane Width (Feet)
9
10
11
12
25
95
105
115
125
30
135
150
165
180
35
185
205
225
245
40
240
270
295
320
45
405
450
495
540
50
450
500
550
600
55
495
550
605
660
60
540
600
660
720
65
585
650
715
780
70
630
700
770
840
Minimum taper lengths for Limited Access
hi hwa s shall be 1000 feet.
Shoulder Taper ='/h L Minimum
Channelizing Device Spacing
Location
Speed Limit (mph)
0-35
36+
Transition Spacing
20'
40'
Travelway Spacing
40'
80,
Construction Access'
80'
190,
' Spacing may be increased to this distance,
but shall not exceed one access per '/. mile.
On roadways with paved shoulders having a
width of 8 feet or more, channelizing devices
shall be used to close the shoulder in
advance of the merging taper to direct
vehicular traffic to remain within the traveled
way.
6. An arrow board shall be used when a lane is closed. When more than one lane is closed, a
separate arrow board shall he used for each closed lane (see Figure TTC-18).
7. The buffer space length shall be shown in Table 6H-3 on Page 6H-5 for the posted speed limit.
8. A shadow vehicle with either a Type B or C arrow board operating in the caution mode or at
least one high intensity amber rotating, flashing, or' oscillating light shall be parked 80'-120' in
advance of the first work crew. When the posted speed limit is 45 mph or greater, a truck -
mounted attenuator shall be used.
9. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber
rotating, flashing, orl oscillating lights but can be used to supplement the amber rotating, flashing,
orl oscillating lights.
10. When a side road intersects the highway within the TTC zone, additional TTC devices shall be
placed as needed.
I: Revision 1-4/1/2015
April 2015 Page 611-39
Outside Lane Closure Operation on a Four -Lane Roadway
(Figure TTC-16.1)
FEND
ROAD WORK
SHADOW VEHIC
REQUIRED
(TMA REQUIHEMI
SEE NOTE 8)
SEE
NOTE 7
El
e
0
SEE O
NOTE 5
SEE NOTES -
2 & 3
SEE
NOTE 2
R4-V7L KEEP
LEFT
SEE
NOTE 2
RIGXi
UNE
ClOSEO
NEAR
SEE -
NOTE 2
ROAD
WORK
AHEAD
G20-2 (V)
ILLUMINATED FLASHING
(AMBER CAUTION MODE)
TYPE B OR C
ILLUMINATED FLASHING
AMBER ARROW
� H TYPE C
O
SEE NOTES 3 & 6
o SHOULDER TAPER
4111 SEE NOTE 5
7J6 I<>
W4-2R
a`� uNE ENDS W9-2L
MERGE
LER
RILNr
unE
>W9-3FR<
i
ROAD
�� WORK W20-1
AHEAD
Typical Traffic Control
Outside Lane Closure Operation on a Four -Lane Roadway
(Figure TTC-16.1)
NOTES
Standard:
1. On divided highways having a median wider than 8', right and left sign assemblies shall be
required.
Guidance:
2. Sign spacing should be 130W--1500' for Limited Access highways. For all other roadways, the sign
spacing should be 500'--800' where the posted speed limit is greater than 45 mph, and 350'-500' where
the posted speed limit is 45 mph or less.
3. Care should be exercised when establishing the limits of the work zone to insure maximum possible
sight distance in advance of the transition, based on the posted speed limit and at least equal to or
greater than the values in Table 611--3. For Limited Access highways a minimum of 1000' is desired.
4. All vehicles, equipment, workers, and their activities should be restricted to one side of the pavement.
Standard:
5. Taper Length (L) and Channelizing Device Spacing shall be:
Taper Length (L)
Speed Limit
(mph)
Lane Width (Feet)
9
10
11
12
25
95
105
115
125
30
135
150
165
180
35
185
205
225
245
40
240
270
295
320
45
405
450
495
540
50
450
500
550
600
55
495
550
605
660
60
540
600
660
720
65
585
650
715
780
70
630
700
770
840
Minimum taper lengths for Limited Access
hi hwa s shall be 1000 feet.
Shoulder Taper ='/h L Minimum
Channelizing Device Spacing
Location
Speed Limit (mph)
0-35
36+
Transition Spacing
20'
40'
Travelway Spacing
40'
80,
Construction Access'
80,
120'
Spacing may be increased to this distance,
but shall not exceed one access
On roadways with paved shoulders having a
width of 8 feet or more, channelizing devices
shall be used to close the shoulder in
advance of the merging taper to direct
vehicular traffic to remain within the traveled
way.
6. An arrow board shall be used when a lane is closed. When more than one lane is closed, a
separate arrow board shall be used for each closed lane (see Figure TTC-18).
7. The buffer space length shall be shown in Table 6H-3 on Page 6H-5 for the posted speed limit.
8. A shadow vehicle with either a Type B or C arrow board operating in the caution mode, or at
least one high intensity amber rotating, flashing, orl oscillating light shall be parked 80'-120' in
advance of the first work crew. When the posted speed limit is 45 mph or greater, a truck -
mounted attenuator shall be used.
9. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber
rotating, flashing, orl oscillating lights but can be used to supplement the amber rotating, flashing,
or] oscillating lights.
10. When a side road intersects the highway within the TTC zone, additional TTC devices shall be
placed as needed.
1: Revision 1-411/2015
April 2015 Page Gli-39
Outside Lane Closure Operation on a Four -Lane Roadway
(Figure TTC-16.1)
SHADOW VEHIC
REQUIRED
(TMA HEQUIREMI
SEE NOTE 8)
SEE__
NOTE 7
SEE _
NOTE 5
SEE NOTES -
2&3
I:
SEE
NOTE 2
R4-V7L KEEP
LEFT
SEE
NOTE 2
RIGXi
uNE
CIOSED
HEAD
SEE
NOTE 2
ROAD
WORK
AHEAD
G20-2 I V )
—80'- 120'
ILLUMINATED FLASHING
o 1 (AMBER CAUTION MODE)
TYPE B OR C
O
O
o
�
o
O
ILLUMINATED FLASHING
AMBER ARROW
j TYPE C
Ham_
SEE NOTES 3 & 6
O
o
O
SHOULDER TAPER
c
SEE NOTE 5
i� I W4-2R
ENDS W9-2L
YEflLE
ER
W
J
O
Im
m
ZZW-
WF-0U9
ZWWrn;W
�-4AWZ
)a " �zZ
a ,,I
'aza�am
a
REVISIONS
REV DATE I COMMENT
' 2 19/4/2020 ADDRESS COMMENTS OUNTY JRPTY
•
I
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
gala
AGENCY REVIEW ANO APPROVAL.
PROJECT No.:
V194600
DRAWN BY:
EEN
CHECKED BY:
RTY
DATE:
03/18/2020
CAD I.D.:
1
PROJEcr:
MAJOR SITE
PLAN AMENDMENT
FOR
29TH PLACE
DRIVE T]HI]f U
LOCATION
1500 SEMINOLE TRAIL
CHARLOTTESVILLE, VA 22901
ALBEMARLE COUNTY
BOHLERI
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
TH
Lic. No. 0402056625
9/4/2020
�'�!'��
RILNI
i� uNE W9-3R
CLOSED
rSIMETITLE:DINTENANCE
DF
TRAFFIC
�� WORK WZ[H-"I
AHEAD
P LA N
SHEET NUMBER:
CONSTRUCTION ALONG SR 29 CORRIDOR
CONSTRUCTION ALONG BERKMAR DRIVE
C-803
REVISION 2 - 9/4/2020