HomeMy WebLinkAboutSDP202000027 Plan - Revision 2020-06-23SDP2020 27
MAJOR SITE PLAN AMENDMENT
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
FEDERAL REALTY INVESTMENT TRUST
1626 E JEFFERSON STREET
ROCKVILLE, MD 20852
CONTACT: CHRISTINE McGUIRL
OWNER
FEDERAL REALTY INVESTMENT TRUST
1626 E JEFFERSON STREET
ROCKVILLE, MD 20852
CONTACT: CHRISTINE MCGUIRL
PREPARED BY
BOHLER//
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) 972-4126
• UTILITIES
ALBEMARLE COUNTY SERVICE AUTHORITY
168 SPOTNAP ROAD
CHARLOTTESVILLE, VA 22911
TEL: (434) 977-4511
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
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REVISIONS
DRAWN BY
REV DATE COMMENT _ --- --
Know what's below.
Call before you dig.
ALWAYS CALL, 811
It's fasts It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
THIS DRAWI.NTG IS INTENDED FOR MUNICIPAL AND/OR
AGENCY REVIEW AND APPROVAL IT IS NOTINTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED
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 ']IT RU
LOCATION
1500 SEMINOLE TRAIL
CHARLOTTESVILLE, VA 22901
ALBEMARLE COUNTY
BOHLERI
28 BLACKWELIL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540)349-03211
VA@BohlerEng.com
OF
V RY'AN YAMER - y
.Q Lic. No. 0402056625 4r
0XA 6/18/2020
s— NAL.-
SI IEE,T TITTLE:
COVER
SHEET
SHEET NI'lIBER:
C-1 00
0
RYAUGER@BOHLERENG.COM
REVISION 1 - 6/18/2020
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
EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER , IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN
ON THESE PLANS, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES.
2. THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONS/REPORTS CONTAINED HEREIN. THE
CONTRACTOR MUST ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE
REQUIREMENTS, THESE NOTES, AND THE REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT
COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL NOTES AND SPECIFIC PLAN NOTES MAY BE FOUND ON THE INDIVIDUAL PLANS.
THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL
CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED
WITH THE PROJECT WORK SCOPE, PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION.
3. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST CONFIRM WITH THE ENGINEER OF RECORD THAT THE
LATEST EDITI N OF THE D UMENT AND R REP RTS REFEREN ED WITHIN THE PLAN REFERENCE ARE BEIN ED FOR
O OC S /O O C S G US
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
T
HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICA ION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY
REVIEWED THE CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING
AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR
MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES.
5. THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS/REPORTS
AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES,
LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND
CONDITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER INCLUDING ALL EXHIBITS, ATTACHMENTS AND
ADDENDA TO SAME.
6. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY
REVIEWING THE MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED
TO, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLANS, WHERE APPLICABLE). THE CONTRACTOR MUST
IMMEDIATELY NOTIFY OWNER, ARCHITECT AND ENGINEER OF RECORD, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR
AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS AND ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS.
7. CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURAL/BUILDING PLANS OF RECORD FOR
EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING
UTILITY LOCATIONS.
8. THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY ENGINEER OF RECORD, IN WRITING, IF ANY
CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL
BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE RE -DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS OR
GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING ENGINEER OF RECORD WRITTEN
NOTIFICATION OF SAME AND (B) ENGINEER OF RECORD, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION
TO PROCEED WITH SUCH ADDITIONAL WORK.
9. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT
SCALE OFF THE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED
AND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS
AND MATERIALS AND COMMENCEMENT OF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS.
DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE CONTRACTOR MUST MAKE CONTRACTOR'S OWN MEASUREMENTS FOR
LAYOUT OF IMPROVEMENTS.
10. THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH, AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL
CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
11. WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS
SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR
AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THE
GEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE
PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR
AMBIGUITY BETWEEN THE GEOTECHNICAL REPORT AND PLANS AND SPECIFICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHER
WORK. IF A GEOTECHNICAL REPORT WAS NOT CREATED, THEN THE CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THE
REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE SPECIFICATIONS WHICH HAVE
JURISDICTION OVER THIS PROJECT.
12. ENGINEER OF RECORD IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO LIABILITY
FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY.
13. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING
REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL
PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL
OF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'S SOLE COST AND EXPENSE.
14. THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT,
STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. THE
CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF
SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK
AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT.
15. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED
MATERIAL, EXCESS SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND
ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR
OVER THE CONTRACTOR.
16. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL
ACTIVITIES, TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST.
17. THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR
PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING,
CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE -SURVEY,
RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION
CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL
COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH
CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF
THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES, REGULATIONS, STATUTORY REQUIREMENTS
AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTOR MUST, PROMPTLY, DOCUMENT
ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF
CONSTRUCTION.
18. THE ENGINEER OF RECORD AND BOHLER 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 PLAN(S) 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 SEQ.) AS AMENDED, AND ANY
MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME.
29. THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY
OTHER AGENCY WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. ENGINEER OF RECORD AND BOHLER 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 DIRECTIONAL/TRAFFIC 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, AT A MINIMUM, THE
MORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET
SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TO
BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED.
2. THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND
CONSISTENCY WITH INDUSTRY GUIDELINES.
3. THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS
AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING
SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING
ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED
TO THE FOLLOWING:
A. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION.
B. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH 48-INCHES PREFERRED OR AS
SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST
NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT
EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE
RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 1/2-INCH IN WIDTH.
VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT STEEPER
THAN 1:2. NO VERTICAL CHANGES OVER 1/4-INCH ARE PERMITTED.
C. ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE
PROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES,
AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT
LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THE
RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES.
D. ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST
NOT EXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG
(48-INCHES PREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT
EXCEED A SLOPE OF 1:12 (8.3%).
E. DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH
OF TRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE.
THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED
BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER
REFERENCES INCORPORATED BY CODE).
F. WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO
ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES THE CONTRACTOR MUST VERIFY ALL EXISTING
ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR
ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST
IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT
DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK.
CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER
FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES.
G. THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY
NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE
ENGINEER OF RECORD, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL
COSTS TO REMOVE, REPAIR AND/OR REPLACE NON -CONFORMING CONCRETE AND/OR PAVEMENT SURFACES.
4. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS
CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION.
DEMOLITION NOTES
(Rev.1/2020) SOIL EROSION & SEDIMENT CONTROL PLAN 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 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 PROVIDERS) 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.
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 ARCHITECT'S, 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.
THE DI T BED LAND AREA THI ITE I APPR XIMATELY 0.55 A RE .
3 S UR OF S S S O C S
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 CONFLICTS) 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.
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REVISIONS
DRAWN BY
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THIS DRAWI.NG IIS INTENDED FOR MUNICIPAL AND/OR
AGENCY REVIEW AND APPROVAL. IT IS NOT' INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED
PROJECT No.:
V194600
DRAWN BY:
EEN
CHECKED BY:
RTY
DATE:
03/18/2020
CAD I.D.:
1
PRO IJECT:
MAJOR SITE
PLAN AMENDMENT
FOR
29T HI PLACCE
DRIVE ']I°�H RU
LOCATION
1500 S]EMINOLE TRAIL
CHARLOTTESVILLE, VA 229101
ALBEMARL]E COUNTY
BOHLER//
28 BLACKWELIL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phonce (540) 349-4500
Fax: (540)349-l03211
VA@BohlerEng.com
O,�
.Q Lic. No. 0402056625
,� 0'
04 6/18/2020 �
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_ ANAL . _
I IT F,T T1T1,E:
GENERAL
NOTES
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G101
A
REVISION 1 - 6/1<8/2020
ACSA GENERAL WATER AND SEWER CONDITIONS:
STANDARD DRAWING LEGEND
FOR ENTIRE PLAN SET
STANDARD
ABBREVIATIONS
REVISED: 10/15/2019
VDOT GENERAL NOTES
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 ENGINEERING
GENERAL CONSTRUCTION NOTES FOR SITE PLANS
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).
LIMIT OF WORK
LIMIT OF DISTURBANCE
LOVV--LO N-
LOD LOD
EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE
ONSITE PROPERTY
LINE / R.O.W. LINE
NEIGHBORING
- - PROPERTY LINE / - -
INTERIOR PARCEL LINE
EASEMENT
LINE
- - - - - - - - - - SETBACK
LINE
CURB AND GUTTER
SPILL TRANSITION
CONCRETE CURB &
GUTTER
DEPRESSED CURB AND GUTTER
UTILITY POLE
�o
WITH LIGHT
POLE
�o
LIGHT
TRAFFIC
LIGHT
O
UTILITY
0
POLE
g
TYPICAL
LIGHT
ACORN
LIGHT
TYPICAL
v
SIGN
Ax
PARKING
Ax
COUNTS
- -170- -
CONTOUR
119u
------------- 16.9------------
LINE
m
TC 516.4
OR 516.4
SPOT
ELEVATIONS
TC 516.00 1
TC 516.00
BC 515.55
I MATCH EX
518.02 ±)
SAN
SANITARY
SAN
LABEL
#
STORM
X
LABEL
#
SL
SANITARY SEWER
SL
LATERAL
/y
UNDERGROUND
W
WATER LINE
E
UNDERGROUND
E
ELECTRIC LINE
G
UNDERGROUND
G
GAS LINE
OH
OVERHEAD
OH
WIRE
T
UNDERGROUND
T
TELEPHONE LINE
C
UNDERGROUND
C
CABLE LINE
STORM
SEWER
S
SANITARY
S
SEWER MAIN
10,
HYDRANT
O
SANITARY
i O\ I
MANHOLE
I�\-�;
STORM
i
OO
�)
MANHOLE
,
® M
WATER
0
METER
WV
M
WATER
•
VALVE
GAS
VALVE
®
GAS
METER
TYPICAL END
SECTION
HEADWALL OR
�OR
ENDWALL
®1
GRATE
O
INLET
CURB
pa
INLET
O
CLEAN
O
OUT
O
ELECTRIC
O
MANHOLE
O
TELEPHONE
O
MANHOLE
EB
ELECTRIC
EB
BOX
EP
ELECTRIC
EP
PEDESTAL
O
MONITORING
WELL
TEST
PIT
BENCHMARK
BORING
FOR ENTIRE PLAN SET
AC ACRES
ADA AMERICANS WITH
DISABILITY ACT
ARCH ARCHITECTURAL
BC BOTTOM OF CURB
BF BASEMENT FLOOR
BK BLOCK
BL BASELINE
BLDG BUILDING
BM BUILDING BENCHMARK
BRL BUILDING RESTRICTION LINE
CF CUBIC FEET
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CONN CONNECTION
CONC CONCRETE
CPP CORRUGATED PLASTIC PIPE
CY CUBIC YARDS
DEC DECORATIVE
DEP DEPRESSED
DIP DUCTILE IRON PIPE
DOM DOMESTIC
ELEC ELECTRIC
ELEV ELEVATION
EP EDGE OF PAVEMENT
ES EDGE OF SHOULDER
EW END WALL
EX EXISTING
FES FLARED END SECTION
FF FINISHED FLOOR
FH FIRE HYDRANT
FG FINISHED GRADE
G GRADE
GF GARAGE FLOOR (AT DOOR)
GH GRADE HIGHER SIDE OF WALL
GL GRADE LOWER SIDE OF WALL
GIRT GRATE
GV GATE VALVE
HDPE HIGH DENSITY
POLYETHYLENE PIPE
HP HIGH POINT
HOR HORIZONTAL
HW HEADWALL
INT INTERSECTION
INV INVERT
LF LINEAR FOOT
LOC LIMITS OF CLEARING
LOD LIMITS OF DISTURBANCE
LOS LINE OF SIGHT
LP LOW POINT
US LANDSCAPE
MAX MAXIMUM
MIN MINIMUM
MH MANHOLE
MJ MECHANICAL JOINT
OC ON CENTER
PA POINT OF ANALYSIS
PC POINT CURVATURE
PCCR POINT OF COMPOUND
CURVATURE, CURB RETURN
PI POINT OF INTERSECTION
POG POINT OF GRADE
PROP PROPOSED
PT POINT OF TANGENCY
PTCR POINT OF TANGENCY,
CURB RETURN
PVC POLYVINYL CHLORIDE PIPE
PVI POINT OF VERTICAL
INTERSECTION
PVT POINT OF VERTICAL TANGENCY
R RADIUS
RCP REINFORCED CONCRETE PIPE
RET WALL RETAINING WALL
R/W RIGHT OF WAY
S SLOPE
SAN SANITARY SEWER
SF SQUARE FEET
STA STATION
STM STORM
S/W SIDEWALK
TBR TO BE REMOVED
TBRL TO BE RELOCATED
TC TOP OF CURB
TELE TELEPHONE
TPF TREE PROTECTION FENCE
TW TOP OF WALL
TYP TYPICAL
UG UNDERGROUND
UP UTILITY POLE
W WIDE
W/L WATER LINE
W/M WATER METER
± PLUS OR MINUS
o DEGREE
0 DIAMETER
# 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 EXCEPTIONS/WAIVERS (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 21B, EXCEPT ON ROADS WITH AN ADT OF 1000 VPD OR LESS, WHERE 21A
AGGREGATE MAY BE USED. WHEN 21B 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 COUNTY/TOWN 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 COUNTY/TOWN
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
DI
SIGHT DISTANCE
I
STORM DRAIN
SIS
SANITARY SEWER
WATER
DIA
PUBLIC ACCESS
DI
COMMON SHARED
IE
DI
INGRESS -EGRESS
PIU
PUBLIC UTILITY
VA
VARIABLE WIDTH S
oa
W
J
O
Go
REVISIONS
REV DATE I COMMENT DRAWN BY
Know what's below.
Call before you dig.
ALWAYS CALL, 811
It's fasts It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR
AGENCY REVIEW AND APPROVAL. IT IS i40T' INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED
OTHERWISE.
PROJECT No.: V194600
DRAWN BY: EEN
CHECKED BY: RTY
DATE: 03/18/2020
CAD I.D.: 1
PROJECT
MAJOR SITE
PLAN AMENDMENT
FOR
29THI PEACE
DRIVE TH RU
LOCATION
1500 S EMINOLE TRAIL
CHARLOTT]ESVILLE, VA 22901
ALBEMARLE COUNTY
BOHLERI
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phonce (540) 349-4500
Fax: (540)349-03211
VA@BohlerEng.com
Op
V RvfAN YAMER - y
.Q Lic. No. 0402056625 4r
�iA� 6/18/2020 G``1�i
ssl . NAL Et
S11 FE,T TITTLE:
GENERAL
NOTES AND
LEGEND
SI3EET NUMBER:
C-1 02
REVISION 1 - 6/18/2020
27
e
i,E
101
APPROX. LOC. U.G. 4"
GAS L/NE PER UT/L/IY 05Q p,� GRATE INLET
MARI(OUT (SEE NOTE 3) R/M=466.17
INV==462..17
TRANSFORMER ON CONC. PAD r
APPROX. LOC. VEPCO EASEMENT
E
D.B. 388 PG 172
PARCEL Y E �' LOT 147
ER /
SHOPPWORLD D. B. 769 PG. 299 \
D. B. 15 PG. 627
s / 1 00FFLEMLAIVO N/F
s, NOS N/F '�� \ �� / \ / // ,, % �ARRY G. I'ER, 'yPNCY G. 00FFLEMYER, GENERAL PARTNERS
\
GAF SHOP ERS' WORLD, L. C. tii` \ / / ' / �, o g � B. 336b\ PG: 736
1552 PG. 528 1 1 �� Q�Q / 1, 20' UT/L11Y EASEMENT
TM 61U-01-14
So of TM 61M-12-1C2 11' - __ PER REF6 / \ 0� / % ZON/N� HIGHWAY `COMMERC/AL
ZONING. PLAN ED DEVELOPMENT SHOPPING CENTER - �, D.B. 540 PG �62 0 l % G 462.91 PRESENT USE.•', DOG GROOMING AND BOARDING \
PR AENT USE. 260, 528 SHOPPING CENTER \� TC 463.38% /
FF= 470.18 EA: S.F. OR 5. 981 AC. ? CAN �f \ \ 46672 / / /
WOOD LAND/NG `�0 \\ �- +
GRATE INLET EM ! L W \ `` \ / / / / + I / i\ 1 \ o
RIM=467.28 11 36' SERVICE OR/VE EASEMENT
/NV 46699 i / WATERLINE EASEMENT / / ti� / D.B. 889 PG. 476
6" T.C. \ D.B. 1938 PG 112 `, / / / '� / A D.B. 545 PG. 631 � /
y D.B. 586 PG 512
c'y�9 G . - i` / ' 9\�o� TC 463.36 D.B. 884 PG. 50 I 250 `
1
0462.99
8
SAN MH 7�� 1�' Q
omGGM SAN. MH \ i / / / / 71M=464.12 I E O OQ
T ' \
�R/M=467.45 \ F / / ` VV A=443.87
s. NV B=445.72 D.B. 994 PG 50
� /NV A-464.15 , ,,, \ / / / � / F \ / PR/VATS SERVICE EASEMENT
/ / INV C=459.31
/NV 9=461.68 I
\ EB EM A A
y _
B l /�
GRATE EB S \ I� 10 ��
\ GRATE INLET EB B ��4 \ R=J5.00 / // /-- __ \_ UTILITY EASEMENT
\ D.B. 400 PG. 122 J�
I R/M 467.51 A \ \ "SAN : 0=43'39'S6" / // % T"C'
o /NV A=465.81 ��o \ B ^ „ REBAR _-_ CURB INLET _ SE `�! GRATE INLET l 457.87
/NV B=466.6> �o L=26. 67 / FOUND / RIM=46J72 c -
`\ PHONE BOX 5___ �\ CHB=S14 29 35 W / F_ - _ NV A _446 97 -- T1� 460.94 R/M=457.92 \�
CHD=26.09 `A INV 9-4 " �i /NV A=447. 42 -
`\\ �' 1 llF GRATE INLET A / �� _� - _ -`_ ` G 460..50 \ INV B=452.59 SAN MH �Q
\\ 3" 0/P oo R/M=466.84 / / / j �o,• �� _ _ E ` l R/M=457.98
`,; CONC. c� /NV A=466..17 / o' --___� /NV A=452.71 Q
STEPS STORM MH �' /NV B=465.09 - / / � / �0 L p gp�i�c� 48 ' STORM �\ /NV B=447.44 Q
R/M=467.46 F�T� /'EBAR FOU ___LO �FTB C� �� PROP. DRAINAGE EASEMENT ` / /NV C=450.21
\ INV A=461.54 �'' // o / LO SAWCUT LIMITS OF - D.B. 2110 PG 311 _ '
INV B=462.99 �! / 6 ! 72" STORM DRAINAGE �� DISTURBANCE - _ A `
APPROX. LOC. 10' EASEMENT7� ` oo v� B
UTILITY EASEMENT / 82 ; D.B. 2110 PG.
67.34 - D.B. 1938 PG. 112 \/ TC 4bf8 S?'S= " E- So -
COLUMN (IYP) ao�o /i �j / / - BU/LD/�G SET�AC� G 462.92COS
' Q �
�9� ___ - q 9SAN 42�RCP -- QI -
\ A \ DEP. CURB o ��, ) / / o� / _ ' I _ - C _ - _ - - - - - �-
TC 467.52\ \� 2G / / �Rl / / _ 42 RCP
467.33 �� / /` . EX. CC/RB TBR - I 1 _
JO' ACCESS EASEMENT ) EX. MPSTER (TBR)
\` 0 D.B. 547 PG. 87 / p / ���� j % / ; 1 40�� - - - - �_ REBAR FOUND CURB INLET
\ \ j / �/ �� GQ `/ / / • EX. STRIPING (TBR) I "� - PROP) �\ 43` . J� ,Q �NV 448. 04
6,+466.08 ` \ / �� , �e / d / I , \ - - ' - - +�- - _ �.----------n_ _ _9.92\ I R/M=45
\\ /� p�� `�I / _ _ 1 D. DUMPSTER �TBRR) \ \�\\ bq, 455.49
I I I 1K� PROP.
G / \ I I I I \ I I I I I EX. CONC. LaVIN6 III I METAL � � � `o0 \
\ G 0� / �/ II I III II II I ` \ SAWCUT
Q I I \.I \ I I I I AREA R I I---1 LAND/NG - - - - / 15. ML -76
APPROX. LOC. 10' / -+ -- V 8 I I i---1 i� %
.S,4N/TARP SEWER / � 4C I I � �G 463.44 W/STEPS, � � U \
EASEMENT TO BE �o / 8' ��-EX R,4MP v I I A1� i i EM \, G \ \ 1 APPROX. ZOO U.O WATERL/N£
` / / WDENED / / I I I I I TC 465.93 i i 459.27 PER REF. 3 NOT FIELD
�� Vv,r D.B. 497 PO T9 ��//// RAISED CONCRETE WALKWAY CONC. WALK ��
K \\ D.B. 536 PG 24 ^ / 8 v-�- LOD LOD LOD LOD LOD FD , LOD 0 LO o \� 6 < ENTRANCE S/GN i
""�'�T/ � 459.77 oa VERIFIED, SEE NOTE 3�
N
D.B. 696 PG. 531 G 465.18 ��
oo TC 465.59 79
£X. TREES 'T 7 EX. HANDRAIL CONC. STEPS -M �� G 459.31
--- EX. CU / (TO REMA/N� [mw S/GN L
\ /y _� \ / � � o EX. HANDRAIL 10 SECAON OF W
CONC 5 / j / / I �0 EX. HANOR41L GAS \ r
�`.;� ✓� y H \\ G 466.8 / 9�° o� /�\C 465.29 - - �I (TBR)
WOOD L4NOSCAPE TY-5 �� #1 a, o % ,= v 464.98 / _
R-460. >5
\\_E�/y 9� ,� /\ / / j II o LANDS N/F EXISTING WATERL/NE I
CONNECT/ON TO BUILDING �95.88 620"
HC PARK/NG SIGN S W2 9 LC CHB=S44'05'30 "E
/' % / e D.B. 2110 PG. 30 I 23 I CHD=95.71
BLOCK WALL _ _ c \ \ 5 \, II = 8
D.B. 2110 PG. 311
APPROX. LOC. U. G. 4 " OAS\ �oA s; / o \ \ % // HEIGHT=16.9Y 1-STORY BRICK BLOCK BUILDING T M 61 U '01-15 �
F/ELOLVER/F/ED,RZT SEENOTE�� \ E s\ < /1\ % ;' _---�I '¢ sF AREA: 66,601 S.F. OR 1.529 AC.
\ s�6 LIMITS OF . 0 4 \ \ / / / EX. PAVEMENT 4614,9 G 461.10
\ E o'0 \� ISTURBANCE O �� / / j EX. CURB MR) II / o
v 465.16 j / ( ) MARK/NG (TBR o I TC 4\61.86 TC 461.60
G 465.31 \C 465.47 `L , // I / 1M/LD BIRDS i1fUS/C &ARTS" RAD/0 SHACK" STARBUCKS ; '-
'st C TC 465J,5 0 8 p = %f�4TTRESS K/NG"
\` �� / UNLIMITED" (NO ADDRESS POSTED) 115161520
G �65.35 #>500 11510 TO PK NA � OUNO
465.11 \ / �1/_ /�/ % T 465.65 8N �m'I o 0 S40'32'S8 "W NP��
` PROP. \ \ mac/ / //
�. J 3.00' Ea�d
SAWCUT \/• \ /�" / I II ; COLUMN (7YP) I �" o �0
16 10' ELEC. EASEMENT 465.1 - / \ \ / d8M II ' 180.1 '
;�• D.B. 561 PG. 8108•
---------------------- -- _ -_
8 \ __/ . // / I HC PARA(/NG SIGN (TBR)" EA .CONC. WALK \ "" "_ -- _ _ ------------%----
71
(\----__'' 1 \ w 0 APPROX. LOC. U.G. 2" GAS
APPROX. LOC. U. G. TELE.. _-- --- � / / / u6s �I - - - - - � _� I \ \ L/NE PER REF. #4 (NOT FIELD
1 L/NE PER UTILITY MARKOUT _ - --- -1 -- \ ! - - OD- - - , _ ! %
/ I VERIFIED, SEE NOTE 3
- -_-� / / I 46. 96 0 465. 1 4 TC 9J 67
\ (SEE NOTE 3) - � .�i�C-_-- __T II I I 465.68 G 65.51 / G 463.OG I � I G 463.16
'F- ---/ i; I 141.72 90 II I G 465. 8 �IONC. I� /
�-
/ -- E `-EX. PAVEMENT ` / 0 4.5 \ TC 46 ,RAMP TBR TC 463.2 , "
+46310 �, -�'- TC 465.24 MARKING I `LO / 151. 06 , ( ) ,
q q �-S49 27 02 E
12 G 464.95 \ /57.95 (`� �11I I I / 62.92
' ( ) 1J L I I I LIMITS OF
_ f / EX. CURB TBR a, FIZZOVICIT
L LON LO WORK j
-� - \ ` EX. PAVEMENT I I NMARKINGMENT 465f RCP - - - - MARKING TBR _U -t72 () + i +46422 30' VEPCO EASEMENT
465.02 I D.B. 889 PG. 183
Io - /
/
0464.75 /- - � J
TC464.94 F--- - - IO RU/LO/LGSETB4C --------- - - - - - - - - - - - - - - - - �----------------------- l
------ - - --------------- - T- o OONOT
- - - - - - , UP 9-� \ ' �T APPROX. LOC. VEPCO EASEMENT / /1 �I I I O ENTER S/R I '76s l
OB 38B PG. 172 9 \ • U J oG 464.67
, \ 4 /QL465.10 /
OH `, OH- Or 0 u OH OH- ( - ON OH OH H OH OH OH OH H H OH 0 OH H ON OH / \�S3420'40 "E
-- -- - - G 4 4.88 G 464.77r • III I v G 46 .98 G 465.3 64 78
C_ TO 4 496 / / TO 465.11 II 10' PARK/NG SETBACK T�46 31 l 24.94
/ �V -
T
12' TC 465.2\ + UP #ML -94
4612.OJ'. a12` 8' o < 5, "W ------ ---- - ------
G 464.0 ,
• -SStO'
-- 0'1 , „ 103.73' \ -- -- -- _ G 7.76
- - S23'10:U Z'
CONC. WALK ,----------- \ A ----- ----- .B. _
_ £ _ - CCESS' (TBR) - -- SII 16 W
E` 46104------------- ------------------
- 0�
PO �� ;
08'
--- --- - - -- EX. CURB (TBR) <o . � 0j_�--------------------Y168f2----------- 1558
CONC � o � J+`469
- - - #4 COW WALK 64 /
T T T T s' CG-12 RAM (0 BE REPLACED)
G 458.99 P.O.B. P T
TC 462.28-
�- D- - • Zp� • - ��� • -LOff • -D TC 469.51 DEP. CURB
G 46180 STORM m// DEP. CURB (TBR) `PROP �s \` \ TC 467.53 469. 03
R/M=465.57 TC 46 . C
SAWCUT URB INLET \ G 466.91
INV A=454.57 R/M=467.47 c� \\ 6' UTILITY EASEMENT
VENT
8=459 /9 G 464.96 /NV=462.87 � D.B. 400 PG. 122
APPROX. LOC. C V/RG/N/A
TELEPHONE & TELEGRAPH COMPANY
z 09. 419 PG. 404
+� D. B. 419 PG 435 29. U 00 / EASEMENT
-� D.B. 4PG 122
�o
E
SENT VOLE TRAIL -U, S. RTE, 29
VARIABLE WIDTH RIGHT-OF-WAY
ASPHAL T PAVED PUBLIC ROADWAY
\ 00
00
� aN
z=
<g
W � os
W
�
� 0
wW�
0 I
� C)
wm
z�
o�
44 �LL
N�
wa
00
os
0
REVISIONS
REV DATE COMMENT ^DRAWN
BY'
8�
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the laws.
NOT APPROVED FOR
CONSTRUCTION
ION
THI`, DRAIVI'NG IS INTENDED IOR MUNICIPAL. AND/OR
AGENCY REVIEIV AND APPROVAL I I IS NOI INTENDED AS A
CONST'RUC1'70N DOCUMENT UNLESS INDICATED
OTHERWISE.
E
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 HIRU
LOCATION
1500 SEMINOL,E TRAII,
CHARLO'T'TESVILLE, VA 22901
ALB MARLE COUNTY
BOHLER!,.,
28 BLACKWELL PARK LANE, SUITE 201
WARR1ENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-032:1
VA@BohlerEng.com
V RYAN YAMER y
.p Lic. No. 0402056625
�O
X* 6/18/2020 �1
S�4NAL ECG`
SHEET TITLE:
EXISTING
CONDITIONS &
DEMOLITION
PLAN
SHEET NUMBER:
C-202
20 10 5 0 20
1°=20' REVISION 1 - 6/18/2020
CONC.
z
_o
11 �g9 250
E
TRANSFORMER ON CONC.
PARCEL Y
"SHOPPER' WORLD"
D.B. 15 PG. 627
APPROX. LOC. VIPCO EASEMENT
/ D. B. 388 PC /72 L OT 147
BERKMC
D.B. 769 PG. 289
NDS N F / / BARRY 0. DOFFLEMYER, NANCY Z. DOFFLEMYER, GENERAL PARTNERc
SHOP ERS' W R D, L. C. / / D. B. 3360 PC, 736 \ \
D B. 1552 PG. 528 20' UT/L/TY EASEMENT / / TM 61 U-01-14
TM 61M-12— I C2 - PER REF. ,,��6 / p� / ZONING.- HIGHWAY COMMERC/AL
ZONING,- PLAN ED DEVELOPMENT SHOPPING CENTER D.B. 540 PC 462 p PRESENT USE.- DOG GROOMING AND BOARDING \
PR ENT USE.• SHOPPING CENTER
A EA: 260,528 S. F. OR 5. 99 AC. _
W000 LAND/NC CONC.
/ z
+a'cs
EM WtA
WATERL/NE EASEMENT 36" SER!//CE OR/UE EASEMENT
® D.B. 1938 PG. 112 / / / '�� / D. B. 545 PC 631
a� 0.. B. 596 PC 512
GV O.B. 884 PC 50
W M 250
_ GM ®WM
N/ M \ / / / \ PR/107E SERkl/CE EASEMENT
D. B. 884 PG. 50
EB EM � � � / � � � _ j
/
EB
EB R=35.00 / / /
10" UTILITY EASEMENT /
A=43.39 56- / /
/ / ` D.B. 400 PC 122
a L=26.67
PHL91/E BOX �`' CHB=514 29 35 "W /-
CH0=26.03
PRORTTRASH
OONO, /� / / �� �O' o _SEE NOS
iE #E
/ / `0�Lo G Syj PROP. DRAINAGE EASEMENT
STEPS B9C �LO SAWCUT LIMITS
ISTU BANCE D.B. 2110 PG. 311 —
72'" STORM ORA/NACE COS i A
U��7YZOC. 10'/ EASEMENT
EASEMENT D.B. 2110 PG. 31 I- N S
D.B. 1938 PC. 112 �o p^ _ �o -� / _PROP. s008" s �"
\ O / BUiO/N Sy r VR BOLLARD
O� PROP.- TB9C'
CG 12 PROP.4' o PROP. R T
\ DEP. CUR / / / _
O ^ / ' SIDEWALK co 1 � _ CLEARANCE q5 �-
/ �_ BAR
\ / / CG-12 a -PROP. CONC.
30' ACCESS EASEMENT / .0 ��� " a LANDING 001
n0
547 PC 87—�� d — - REB R FOUND
5 / s 6 PROP. "STOP"
50 AI SIGN AND STOP BAR PROP.- ��` -
/ PROP. 4' i-
��CROSSWALK y SAWCUT R1M=459.57
2 ------ - - - - - - - - ---.� PROP. _ o =45549
�b O^ PROP. W PAVEMENT
CG-12 8 N 9 10 MARKING ML7AL� 5 `gyp\ SAWCUT
0�' C/O/ C/o _ -- -- c LAND/NG —
/ 1,R �1 - O
4 / ��� / BLG" REMA/h 10 lf'�STEPS
\ PROP 1500 EM
GALLON RAISED CONCRETE WALKWAY CONC. XAL/
// ^/ / EASE TRAP LOD / LOD LOD /- OD Lf3BL B OD LO 7 ,
i , E-M i O 20'
_— � \ / � / �O 00 / / � PROP. 4' � �' � +NDRA/L ONC. STEPS P
SIDEWALK �EX. HANORgIL (TO REMA/N J
_ PROP. PRE -ORDER % >TOP S/GN e
Z� V
3 BOARD (SEE NOTE #1) PROP. 4" PROP. PROP. BREAK IN 1
PROP. BOLLARD SINGLE WIDE HAND RAIL HAND RAIL FORS
�0 / PROP. CANOPY WHITE STRIPE EXTENSION LOADING AREA I I
00 LANDSCAPE /YL a'� . �� 00 /I (SEE NOTE #1) ,
PROP. MENU BOARD I ONE R=460.15
i Q =1156 20„
/ (SEE NOTE #1) A WAY L=95.88
HC PARK/NO S/ON
% 1� o° / FR 2 CH9=544.0530'E
PROPOSED i CHD=95.71
71—
CONC. WALK
0.a.
RESTAURANT
01 2,225 SIF C
PROP. "STOP" -
SIGN �o % 12' p -
i
S LIMITS OF
I
DISTURBANCE � O
\ / / 9.05' PROP.
PICK-UP
WINDOW
�Y,
��y N36°19'12'GY 0.26'
PROP .
J� PROP >> 27 32' PROP. DIRECTIONAL TO P/f NAIL FOUND
SIGN \ O N S40'3259 W
PROP. ✓ V �� o PROP. BOLLARD PROP. 3.00,
p0�' yS4 NCUT �� �%� � C/o � MOUNTED ADA SIGNS PAVEMENT
10' ELEC. EASEMENT
MARKING PROP.
D.B. 561 PG. 81 0 � og= -, ,, � I � '
�0PAVEMENT
_ STRIPING
/
�_ `�, ��\ 2Q ��III 01
� CO NC W LK
PROP. `o
MARKING
� PROP.
/ PROP. "STOP" CG 12
�O SIGN AND
O STOP BAAR C/o 9 �,
—0//
o
r� o W
I �
PROP. 5'- � r
CROSSWALK WITH PROP. 240 SF -
STAMPED ASPHALT OUTDOOR N
DINING AREA
PROP. STOP BARS
'T O' BU/LO/NG SZTB,40/' I
� APPROX. LOC. k1EPCO EASEME10'
NT 10'
• �.:J 0.. B. 388 PC. 172 20/ 11�
(TYP.) I
-OH OH OH �0 - '
i
�523°10 33'E
2.95'
�o O
CONC. WALK - - - - - - - d
SENINOLE TRAIL —U. S. RTE. 29
VARIABLE W/OTH RIGHT—OF—WAY
ASPHAL T PAVED PUBLIC ROADWAY
. A
F1
PROP. - -
CG-12
0
16
' 8' 8' - 8' 10' LIMITS OF
L WORK
o SAWCUT PROP.
PAVEMENT
- - - - MARKING --------------------
--OH OH OH
/0' P4Rlf/NG SZTB,4CIV
5' SIDEWALK SAWCUT
PROP.
PAVEMENT
MARKING
- -0// I
APPRO.Y. LOG. C 0/RG/N/A
TELEPHONE & TELEGRAPH COMPANY
D.B. 419 PG. 404
D.B. 419 PC 495
I1
r---549 27'02'E
62.92'
W_PCO EASEMENT
/ I D. B. 889 PC 189
/ S34 20'40'E
� / � 24.94'
�(OD�
P.O.B.
00 0�
o oo�
0�
PROP.
CG-12
'--6' UT/L/TY EASEMENT
D. B. 400 PC. 122
10' UT/L/TY EASEMENT
D.B. 400 PC 122
NOTES:
1. PLEASE REFER TO ARCHITECTURAL PLAN FOR DRIVE-THRU FEATURE
DETAILS.
2. CONTRACTOR TO ENSURE THAT THE FENCE AROUND THE DUMPSTER
AREA COMPLIES WITH ALBEMARLE COUNTY CODE. DUMPSTERS,
OUTDOOR TRASH RECEPTACLES, AND OTHER, SIMILAR OUTDOOR REFUSE
CONTAINERS SHALL BE SCREENED WITH AN ENCLOSURE AT A MINIMUM
HEIGHT OF ONE (1) FOOT ABOVE THE HEIGHT OF THE DUMPSTER WITH A
MINIMUM INSIDE CLEARANCE AT THE OPENING OF TWELVE (12) FEET.
3. FOR WORK ALONG THE RIGHT-OF-WAY, PLEASE REFER TO SHEET C-803
FOR THE MAINTENANCE OF TRAFFIC PLAN.
LEGEND:
MILL AND OVERLAY AREA
SITE TABULATIONS:
PARCEL ID: 061UO-01-00-01500
51 > 08'16'W
15.58, TOTAL PARCEL AREA: 1.53 AC
ZONING: PLANNED DEVELOPMENT SHOPPING CENTER
ZMA2001-14 WITH ASSOCIATED PROFFERS
EXISTING USE: COMMERCIAL / RETAIL
PROPOSED USE: RESTAURANT WITH DRIVE THRU
PARKING:
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)
=806 SPACES
EXISTING SPACES: 815
PROPOSED LEASABLE FLOOR AREA: 169,766 SF
PARKING REQUIRED: 169,766 SF X (4.75 SPACES /1,000 SF GFA)
=806 SPACES
TOTAL SPACES PROVIDED: 807
20 10 5 0 20
1 "= 20'
W
J
O
Im
P4 P4
U P4 CO
P4 4 p
�4 E
REVISIONS
REV DATE I COMMENT
T -DRAWN BY
Know what's below.
Call before you dig.
ALWAYS CALL 8111
It's ]Fast. It's free. It's the law,
NOT APPROVED FOR
CONSTRUCTION
THI`, DRAWING IS INTENDED FOR MUNICIPAL AND/OR
AGE NCS REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONS'I RUCTION DOCUMENT UNLESS INDICATED
OTHERWISE.
PROJECT No.: V194600
DRAWN BY: EEN
CHECKED BY: RTY
DATE: 03/18/2020
CAD I.D.: 1
PROJECT:
MAJOR SITE
PLAN AMENDMENT
F'O
29TH PLACE
DRIVE T HIRU
LOCATION
1500 SEMINOLE 'TRAIL
CHARL®TTESVILLE, VA 22901
ALBEMARLE COUNTY
BOHLER!,.,
28 BLACKWELL PARK LANE, SUITE 201
WA RE1 TON, VIRGINIA 201186
Phone: (540) 349-4500
Fax: (540)349-032:1
VA@BohlerEng.com
��pLTH OF .
V RYAN YAMER y
.p Lic. No. 0402056625
�O
X* 6/18/2020 �1
—ONAL ECG`
SHEET TITLE:
SITE
PLAN
SHEET NUM13EIR:
C-301
REVISION 1 - 6/18/2020
Q�
I!
I
*71
v
—��------
—�
`D �[
SEAMNOLE TRAIL -U. S. RTE. 29
465. i
-k OH 0H OH H 0 0/ OH OH
-
------------------
470
460
0131
M
243' SIGHT pISTgNC F�
/VE
EYE
M
132'S/
HTDISTgNCELIIV E
OBJ
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
SERVICE DRIVE SIGHT DISTANCEPROF/LE
SCALE: 1 "= 50 ' HORIZONTAL
V= 5' VERTICAL
470
460
0131
OBJ
M
390' S/GHT DISTq
GEC\N
M
11
S\GNl
EYE
M
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
BERI(MAR DRIVE SIGHT DIS TA NCE PROFIL E
SCALE: 1 "= 50 ' HORIZONTAL
1"= 5' VERTICAL
NOTES:
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.
E�
W
J
O
m
REVISIONS
REV DATE COMMENT ^DanwNBY"
Know what's below.
Call before you dig.
ALWAYS FALL 811
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
THI`, DRAw�'I'VG IS INTENDED IOR MUNICIPAL AND/OR
AGENCY REVIEW AND APPROVAL A IS NOI INYENDEDAS A
CONST'RUC'1'iON DOCUMENT L -NLESS INDICATND
OTHERWISE.
E
PROJECT No.: V194600
DRAWN BY: EEN
CHECKED BY: RTY
DATE: 03/18/2020
CAD I.D.: 1
PROJECT:
MAJOR SITE
PLAN AMENDMENT
FOR
470 1 DRIVE
PLACE
J1 RIV E T HI][ U
LOCATION
1500 SEMINOL,E 'TRAIL,
CHARLO'T'TESVILLE, VA 22901
ALB MARLE COUNTY
BOHLER!,.,
28 BLACKWELL PARK LANE, SUITE 201
WARREN TON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
VA@BohlerEng.com
V RVAN YAUGER y
.p Lic. No. 0402056625
�0
.t* 6/18/2020 �1
��ONAL ECG`
SHEET TITLE:
SIGHT
DISTANCE
PROFILES
SHEET NUM13EIR:
C-302
Lm
15+55.05
1 "= 30'
REVISION 1 - 6/18/2020
\ EB
t
+467..34
' COL UMN (TY, G�'o
� TC 467.52�
\
G 467.33
'ram+466.08
\O O
G 466.B7
\ HC PARK/NG SIGN
, BLOCK GY,4LL
MATCH EX.
G +465.55 O�
> TC
LIMITS OF1\ O
ISTURBANCE O
-GAG G 465.31
TC 465.3 \` o 8'
+465.MATCH EX.
G ±465.15
PROP.
SAWCUT �•
4651 �
°8.
� 1
\ +463.10 ^ �- ,� , 0 TC 465.24 -
ROO&I � --------'' \ \ 469..27 ; / E,,-'
Q
466.56
a \
_F
I
LOT 147 .
B£RKMAR \
D.B. 769 PG. 288
\ +' LA*495 N/F \
fOARRr G. DOFFLEMYERI yNANCY G. 00ffLEMYER, GENERAL PARTNERS \
g �9, B. 336b,PG. 736
1 TM 61U-01-14
ZON/11/q:• H/GHWAY`COMMER IAL
\ G 462.91 PRESENT USE.' DOG GROOMING AND BOARDING
\ \
�j46�4 / I 0• /
TC 463.38/ yl
� z
1
1
t I
G
0 \ TC 463.360462.99
IT
I >oe
1
�- R=95.00 / / / / - _ 1
C 457.47
L=25.67 / E
l TC 45797
CHB-S14 29 35 W -_ / � _ � � . TC 460.94
\\ CHO=26.03i'- - C 460.50
/LOIM_ G +463.00 PROP.
_ CUT LIMITS OF
L0� ISTURBANCE
i---- - TC
TC 64. - -
cY
'.09
�4SAN Y WE
ZI i
6464.75 I
464.94
/ 3 . 4- -\
OH \` OH OH OHi OH OH -OH `QH OH OH OH OH OH OH OH- 0,'TO 464 /
0464.99
WRONG VY 51ON -
l / • MATCH EX. \
/ \ TC ±465.00
G 462. 0,)
` o128 °
- TC 462.42
1 "
- --- - - -----_ �----- __ --_- -S23'10'33'E
- --- -- - -_-- ---- ------------------,g64.03 2.95'
46104 /
6459.99 P.O.B.
TC 462.28 - -- ----- --- _
0461.90
z
�o
G8g �50
E 11,
TC 465..46 SAWCUT
0464.96
SEA ANOLE TRAIL -ZZ S. RTE. 29
VAR/ABLE WIDTH RIGHT-OF-WAY
ASPHALT PAVED PUBLIC ROADWAY
/ TC 4692�
;� II
i
465 -
-_- -_
------------------------468E2-----------
4s9 64
T- T T T T AT T T T i
1 _..
�-__-_____\
\\ TC 467.53 TC 469.51
\\ 6496.91 G 499.0.3
��RE94R FOUND
CURB INLET
RIM=459.57
455.. 49
PROP
SAWCUT
-�ENTR0CE SIGN
-R=460.15
0=115620"
L=95.88
CHB=S44'05'301F-
CH0=95.71
0461.10
TC 461.90
PTOKAOPN� FOUND
�S40 32'58 "W
00'
463.16
TC 463.67
-S49 271021E
62.92'
/ --S3420V07-
24.94'
TG 4 7.76
F
S1 > 08'15 "W
�T(1LJEV7 15.58'
W
J
O
m
r�
` 0
0
�� P4CO
ffi
o�
=LL
Qo
REVISIONS
REV DATE COMMENT ^DanwNBY"
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
THI`, DRAw�'I'VG IS INTENDED IOR MUNICIPAL AND/OR
AGENCY REVIEW AND APPROVAL I I IS NOI INTENDED AS A
CONST'RUC'T'ION DOCUMENT UNLESS INDICATED
OTHERWISE.
E
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 HIRU
LOCATION
1500 SEMINOL,E 'TR.AII
CHARLO'T'TESVILLE, VA 22901
ALB MARLE COUNTY
BOHLER!,.,
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
VA@BohlerEng.com
TH OF
V RYAN YAMER y
.p Lic. No. 0402056625
�O �lV
X* 6/18/2020 �1
-ONAL ECG`
SHEET TITLE:
GRADING
PLAN
SHEET NUM13EIR:
C-401
I20 10 5 0 20
REVISION 1 - 6/18/2020
'SHOPPER
D.B. 155
,E
APPROX. ZOO VEPCO EASEMENT \
D.B. 398 PG 172 LOT 147 /
BERKMAR \
/ D.B. 769 PG. 288
LANDS
BARRY G. DOFFLEMYER, NANCY L. 00FFLEMYER, GENERAL PARTNERS
7 ��� SHOP ERS' WORLD, L.C. \ D. B. 3360 PG. 736 \
D.B. 1552 PG. 528 �� \� TM 6>U-01-14
1 20' UTILITY EASEMENT
jsotio� TM 61M-12-1 C2 REF.
PER \ / / ZONING: HIGHWAY COMMERCIAL
` ZONING.• PLAN ED DE!/ELOPMENT SHOPPING CENTER �\ D.B. 540 PG. �s26 pp`° PRESENT USE. DOG GROOMING AND BOARDING \
PR ENT USE. SHOPPING CENTER I
FF- 470.18 AEA: 260,529 S.F. OR 5.991 AC.
GRAEM W
TE INLET � o
R/M-467.28
/NV==466.33 / GYATERL/NE EASEMENT / p of 36' SERVICE 476RIVE EASEMENT
/ 6' T.C. < D. B. 1938 PG. 112 / / �`� D.B. 545 PG. 01 /
D.B. 545 PG. 631
jO- +� D.B. 596 PG. 512 /
c G\' �� ' " \ \,�� / D.B. 994 PG 50 `
M
\ SAN. VH 1 O
G M \4SAN. \ 1 / / / 5 4/M=464.12 E e OQ
,>,I
/ /NV 8=445.92 h D B/� 4SEPGV/C EASEMENT
ems" M NV A 6464, 5 ,� / / \
/NV C=459.31
/NV 9=46168 / % /
\ EB EM A A c\
\ G°TE EB
RR
-
GRATE INLET 0B S R=35.00 / 4 10' U71L/7Y EASEMENT
n R/M=467.51 A �. " SAN 0=43'3955" S # / � D.B. 400 PG. 122 J
tiv INV A=465.81 % B _ ' URB INLET
INV B=466..61 - L-26.67 / R/M=463.72 �E ` „iATE INLET h
PHONE BOX CHB S1429.35 W _ / /NV A-446.97 �i RIM=457.92 \�
9�l sl �� CHD=26.03 �,� /NV B 445.6" ' ' /NV A=447.42 / --SAN MH Q
\ �F GRATE INLET A
/ r.� /NV B 452.59 1 RIM=457.99 Q�
3' D/P c� RIM=466.84 c ,� E �� _
o�`v \ /NV A=452.71 �
/NV A=466.17 �0 LO '�
STORM MH �F INV B=465.09 48" STORM / /NV B=447.44 Q
\ �� LO PROP. ORA/NACE EASEMENT -
R/M=467.46 LIMITS OF /NV C=450.2>
F // / �� �._ w_ SAWCUT D.B. 2110 PG 31>
/NV A=461.54 ✓ 72" STORM DRAINAGE LO ISTURB NCE A B
INV 9=462.96
\\ APPRO v LOC. 10' / EASEMENT �� oo -
\ \\ 1L O.B.1938 PC. / / D.B. 2710 PG. o
✓j S?• p8 ry Cv =
12
B COLUMN (IYP)-I - _ -
TP ' ' 4����� � � S 8„SAN 42" RCP � --�_ -
A \\\ / / - - - - - - - - 42' RCP
30' ACCESS EASEMENT / / J a �00� CURB /NLET�
\\ 0 D.B. 547 PG 87 / O / O� / Q0� - - - • J REBAR FOUND
/. • \ PROP �\ - �NV==448.04
PROP. VC@1..1oF4"r-•--•-----•--•--. SAWCUT \ � ` I IM=459.51
.49
PVC @ 1.05 /° \ � - � 00 � �p R"�=455.49
\\ \ O O O ,r JNV.= 461.90 \ \ O
PROP.
INV.7 ? / _ � SAWCUT
VA 461.70 ���� \
CIO-___= n C/0 �� -�i 6/BRANS. #ML-76
\ S S (Si �,--•� o
/ // / O p0 / ROP 1500 462.30 ' �\ • f APPROX. ZOO 610 l4'ATERL/NE
- '� / L======�1 INV.= \ � ' �, PER REF. 3 NOT F/ELD
/ GALLON �� 6 < � --ENTRANCE S/GN � �
ROP. 20' EASE TRAP �_ - oa ►\ VERIFIED, SEE NOTE J)
SAN RY SEWER
LOD LOD LOD LOD LOD LOOT-LOD OD LOD LOD LOD
` EASEMENT/ 171 7' EB A EM EM
Q0 PROP. ELECTRIC LINE P
" EXTENSION PROP. 4PVC I TOP W/GNJ W -
�I. SAN. LATERAL TP
INV.=462.50 -05
co/ 645
W y.
SEE NOTE #1
EXISTING WATERL/NE
PROP. 81.2 LF 4" CONNECTION TO 9MMINO RA--460.3620"
� HC PARK/NG S/GN _ � � ,� PVC @ 1.05% L=95.88
h / I CHB=S44'05 30'E
0
� 0 4 V / PROPOSED CHD=95.71
BLOCK WALL C \ / / RESTAURANT I
2,225 SF
APPROX. LOC. U.G. 4 " GAS E `s' _ / 1-STORY M16' 92SCY BUILDING
LINE PER REF. #4 SNOT 1� 66 S.F.
F/ELO VERIFIED, SEE NOTE TJ
\ LIMITS OF.
E/ \ ISTURBANCE
BIRDS VU510 & ARTS' MAD/0 SHACK' TURBUCKS'
AlA77RESS K/NG' '1Y/LD UNLIMITED' (NO ADDRESS POSTED) 11516 11520
, 1500 N36'19127Y 0..26'
11510 TO PK NAIL FOUND
---v r INV.= LO S40132'58"W
^/PROP. \ / /
p0 //• \ / / � CIO 460.85 COLUMN o �IYP) L J 00'
6 10' ELEC. EASEMENT SAWCUT • \ - - / / � � FF- 466.08 180.1 '
4 D.B. 591 PG 81 °8. _ r 34.9 0
1 1 , -
OOl,
�•. �� �' PROP. 36.3 LF 4"IN 4OF
PROP. 2.0 uF 4" PVC @ 1.10% �El I
APPROX. LOC. U.G. TELE. APPROX. LOC. U.G 2" GAS
460.20
PVC @ 10 /° / LINE PER REF. #4 (NOT FIELD
i -- IISR/F1E0, SEE NOTE 3
L/NE PER UT/L/IY MARKDUT ` 5 / ( LOD L I J
(SEE NOTE 5) .�
��O L 41
C/o 6 0
185
/ ° 44
�� pp / / /N 451.06
INV.= S4927J02 E
12' / /Ni 457.95 460.45 62.92'
z� E - - _ _ LIMITS OF
- lJ //� A j / FPROP
. - - L LOW-LO WORK
/ `Ccy\ / I .
r 172" RCP / of SAWCUT 30' VEPCO EASEMENT
- s , D. B. 889 PG 183
10
_ o
R X. LOC. VEPCO EASEMENT
- APP 0
� D.B. 388 PG. 172 I 22
-OH _ �'� -��' / I -OH OH -OH OH OH -OH- OH OH- -OH- -OH
S3420'407-
/ o ' I 24.94'
WRONG WAY 5/6, -
\\
12'
/ 012 8 °5'07"W
»
-- -- 0'1 3J -- / 223,5'>0'33'E - A \\ -- o� - -- -- -- -- P.O.B. o/COp
• 0 S1108'15"W
o 00 15.58'
n - -
_ o0
�P.O.B. -T-
- --- - o ZOO--.��'-Z0��01T•--L p \
STORM W/ PROP,
RIM=455.57 SAWCUT CURB INLET ?,
INV A=454.57 R/M=467.47 c� \\ 6' UT/L/7Y EASEMENT NOTES:
'11V 9=459.19 /N11 46287 \� APPROX. LOC. C KRG/N/A D.B. 400 PG 122
TELEPHONE & TELEGRAPH COMPANY 1. CONTRACTOR TO TEST PIT EXISTING SANITARY CLEANOUTS AT
z D.B. 419 PG 404 10' UlW17Y EASEMENT BUILDING FOR POTENTIAL TIE-IN POINT. CONTRACTOR TO
D.B. 419 PG 435 D.B. 400 PG 122 CONTACT ENGINEER PRIOR TO MAKING CONNECTION.
SEVI VOLE TRAIL -U S. RTE. 29
o �5O 2. A NEEDED FIRE FLOW VALUE OF 1925 GPM WAS DETERMINED
q8g VARIABLE WIDTH RIGHT-OF-WAY PER THE ISO GUIDE FOR DETERMINING NEEDED FIRE FLOW.
E 11 ASPHALT PAVED PUBLIC ROADWAY
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 MARSHALL'S OFFICE.
GRATE INLET
R11V=466.17
/NV 462.17 _
o0
00
r
� aN
� z=
<g
os
W
W
eja 0
wow
'.m
aoo
5E
�� NJ
wm
o�
� �LL
� Qo
N�
w�
00
os
0
REVISIONS
REV TONE COMMENT ^DanwNBY'
8�
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
THI`, DRAIVI'NG IS INTENDED IOR MUNICIPAL AND/OR
AGENCY REVIEW AND APPROVAL I I IS NOI INYENDEDAS A
CONSTRUCTION DOCUMENT L tiLESS INDICATED
OTHERWISE.
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 HIRU
LOCATION
1500 SEMINOL,E 'TR.AII
CHARLO'T'TESVILLE, VA 22901
ALB MARLE COUNTY
BOHLER!,.,
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
VA@BohlerEng.com
V RYAN YAMER y
.p Lic. No. 0402056625
�O
X* 6/18/2020 �1
S�4NAL ECG`
SHEET TITLE:
UTILITY
PLAN
SHEET NUM13ER:
C-501
I20 10 5 0 20
REVISION 1 - 6/18/2020
"SHOPPER
D B. 15.E
11C PARKIN[ SION ¢6,
WALL
U. C. 4 " CAS\
REF. 14 (N9T�
SEE NOTE J/ \
WEIR
/`11\
z
150
/ EX. 8" ULMUS PARVIFOLIA
TO REMAIN
EX. 8" ULMUS PARVIFOLIA
LIMITB
TO REMAIN
'.`.
EX. 8" ULMUS PARVIFOLIA v \ ISTURBAf
A
TO REMAIN
EX. PERENNIAL & SHRUB BORDER-,
TO REMAIN (PANICUM SP.,
CALAMAGROSTIS SP., LIRIOPE, ROSA)
10' ELEC. E45EIWNT
0.8. 561 PG. 81
\ EX. 12" GLEDITSIA TRIACANTHOS
TO REMAIN
EX. JUNIPERUS SP.
TO REMAIN
EX. 12" GLEDITSIA TRIACANTHOS
TO REMAIN
011
1
f / APPRO% LOC. 11EPCO EASEMENT
D.B. 39,jy PG. 172 L OT 147 \
D.B. 769 PG. 288 \
�f l
/CARRY G DOFFLEMYER, '&NCr�L 00f LEMYER, GENERAL PARTNERS \
20' UT/L/1Y EASEMENT /
PER REF. 6 / \ ' j / ', ZOM14. H/GHWAh`COMMERC/AL
�e D.B. 540 PC 62 / I/ / PRESENT USE. , DOG GROOMING AND BOARD/NO
` \ tIt 11
/ 1
WATERL/NE SEMENT / / / / / / \\ 36 SER! OR/�E EASEMENT
\ 0. B. 938 PC 112 D.B. 889 P PC. ,
, `� / / / / � y � % `, D.B. 545 PC 01 ; I
\\; / O.B. 586 PC 512
D.B. 884 PC 50 ti
o
\ ; PTE RIVASERVICE EASEMENT
D.B. 884 PC. 50
PERENNIAL & SHRUB BORDER A a
TO REMAIN (PANICUM SP., ILEX GLABRA� \ -- o I
r � _ - _ _ _ 1 10' UTILITY EASEMENT �
D.B. 400 PC 122
0 48" STORM
ORA/NACE E45L'k1L %
LIMITS OF D.B. 2110 PG. 311 �
LO -
_ STURBANCE �
72 STORM ORAINACE
/ l EASEMENT
-o
/ D.B. 2110 PC 31
(2) EX. 6" CHIONANTHUS VIRGINICUS
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APPROX. LOC. VEPCO EASEMENT
\ D.B. 388 PG. 172
TO REMAIN
F-LU
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L
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LIMITSOF
9 L� LO L01N--LO WORK i �-
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CKF �
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30" BUILD/NG SETBAC/f — J \
— — — — — — � — — — — — — — — — — — — — — — — — --- \ — — — — — — — — — — — — — — — — — — -
EX. 12" GLEDITSIA TRIACANTHOS- J
TO REMAIN
SEM/NOLE TRAIL -U. S. RTF 29
VAR/ABLE WIDTH RIGHT—OF—WAY
ASPHAL T PAVED PUBLIC ROADWAY
EX. SHRUB BORDER D.B. 419 PC. Zr5
TO REMAIN (NANDINA , JUNIPERUS, ILEX SP.)
'--6' UTILITY EASEMENT
0.8. 400 PC 122
10' UTILITY EASEMENT
D. B. 400 PC. 122
LANDSCAPE SCHEDULE
KEY
QTY.
BOTANICAL NAME
COMMON NAME
CAL. I HT.
CONT.
ORNAMENTALTREES
CC
10
CERCIS CANADENSIS TOREST PANSY
FOREST PANSY REDBUD
1-1 1/2" CAL. / 8-10'
B+B
CF
2
CORNUS FLORIDA
WHITE FLOWERING DOGWOOD
1-1 1/2" CAL. / 8-10'
B+B
CV
1
CHIONANTHUS VIRGINICUS
WHITE FRINGETREE
6-8' HT.
B+B
Si
4
STYRAX JAPONICA
JAPANESE SNOWBELL
1-1 1/2" CAL. / 8-10'
B+B
SUBTOTAL:
16
EVERGREEN TREES
IXN
3
ILEX X'NELLIE R. STEVEN'
NELLIE R. STEVENS' HOLLY
6-8' HT.
B+B
SUBTOTAL:
3
DECIDUOUS SHRUBS
RK
44
ROSA'KNOCKOUT
KNOCKOUT ROSE
18-24" HT. & SPREAD
#3 CAN
SUBTOTAL:
44
EVERGREEN SHRUBS
ICHG
10
ILEX CRENATA'HOOGENDORN'
HOOGENDORN JAPANESE HOLLY
15-18" HT. & SPREAD
#3 CAN
IGS
10
ILEX GLABRA'SHAMROCK'
SHAMROCK INKBERRY HOLLY
24-30" HT. & SPREAD
#5 CAN
JPG
6
JUNIPERUS PFITZERIANA'OLD GLOW'
OLD GLOW CHINESE JUNIPER
15-18" SPRD.
#3 CAN
SUBTOTAL:
26
ORNAMENTAL GRASSES
CKF
16
CALAMAGROSTIS ARUNDINACEA'KARL
FOERSTER'
FEATHER REED GRASS
2 GAL.
CONTAINER
SMN
53
SALVIA'MAY NIGHT'
MAY NIGHT SALVIA
1 QT
SUBTOTAL:
69
ffD-
\\-REBAR FOUND
R/M=45957
INV=455.49
APPROX. LOC. U.G. WATERLINE
S/G'N PER REF. /3 (NOT FIELD
uFR�F�F/7 SEE NOTE 3j
—EX. 6" ILEX'NELLIE STEVENS'
TO REMAIN
—EX. ILEX SP. HEDGE
TO REMAIN
SEX. PRUNUS LAURACERASUS HEDGE
TO REMAIN
SEX. PERENNIAL & SHRUB BORDER
TO REMAIN (ROSA, ILEX, CINERARIA,
HEMEROCALLIS, AND SALVIA
N367912V 0.26'
TO Pt( NAIL FOUND
�P
Z OC' VC,. 2' GAS
F/z-
EX. PERENNIAL & SHRUB BORDER
TO REMAIN (ROSA, ILEX, CINERARIA,
HEMEROCALLIS, AND SALVIA
�30' WPCO EASEMENT
II D.B. 889 PG. 183
EX. PERENNIAL & SHRUB BORDER
�TO REMAIN (ROSA, ILEX, CINERARIA,
HEMEROCALLIS, AND SALVIA
STOP 51ON
NOTE:
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 ][DATE I COMMENT ^DRAWN BY"
•
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 INTENDED FOR MUNICIPAL AND/OR
AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED
OTHERWISE.
PROJECT No.: V194600
DRAWN BY: EEN
CHECKED BY: RTY
DATE: 03/18/2020
CAD I.D.: 1
PROJECT:
MAJOR SITE
PLAN AMENDMENT
FOR
29TI-I PLACE
DRIVE TI-IRU
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
, NLTH O ,
V MN YAL-MR 7
.0 Lic. No. 0402056625
OXt- 6/18/2020
`S — NAL _
SHEET TITLE:
LANDSCAPE
PLAN
SHEET NUMBER:
C-601
I20 10 5 0 20
1 "= 20'
REVISION I - 6/18/2020
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 1'/4",
WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH
WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES.
1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF
GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF
DISEASE, INSECTS, PESTS, EGGS OR LARVAE.
1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX
INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE.
IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE
CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE.
1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE
LONGEST BRANCH.
1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL.
3. GENERAL WORK PROCEDURES
A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE
CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS,
MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF.
B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS
SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE.
4. SITE PREPARATIONS
A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG
OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN.
B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF
ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE
SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL
SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A
REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL
NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED
TO PREVENT SHOCK OR DECLINE.
C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR
TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS
PRIOR TO THE BEGINNING OF WORK.
5. TREE PROTECTION
A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE
PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF
CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE
STRICT TREE PROTECTION ZONE SHALL BE HONORED.
B. A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY'VISI-FENCE', OR
APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE
PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED
WITHIN THE TREE PROTECTION DETAIL.
C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING
AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING
ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND
MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED.
D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT
STANDING IN THE TREE PROTECTION ZONE.
6. SOIL MODIFICATIONS
A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING.
SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY.
B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO
THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED
BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS.
C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY.
COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS
PERFORMED BY A CERTIFIED SOIL LABORATORY.
1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC
MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL
PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF
OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5.
1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING
COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE
USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX.
SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE.
1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED
CLAY LOAM UP TO 30% OF THE TOTAL MIX.
7. FINISHED GRADING
A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE
SITE.
B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN
ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL
THICKNESS (1"±).
C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT
CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED
BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT.
D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND
AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS.
8. TOPSOILING
A. CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE
LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED
SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS.
B. ON -SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY
BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION.
C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON -SITE
TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED
THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS
SECTION ABOVE.
D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED
FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK
PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO
DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA):
1.1. 20 POUNDS'GROW POWER' OR APPROVED EQUAL
1.2. 20 POUNDS NITRO -FORM (COURSE) 38-0-0 BLUE CHIP
E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS.
9. PLANTING
A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT
THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL.
PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS
THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH
TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE.
B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN
WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE.
PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION.
C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING
UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED.
D. ALL PLANTING CONTAINERS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS
DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED
DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING.
E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL
OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED.
F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE
APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY.
THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS
FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE
FOLLOWING PLANTING SEASONS:
1.1. PLANTS: MARCH 15 TO DECEMBER 15
1.2. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1
G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT
APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING
AGENCY FOR POTENTIAL SUBSTITUTIONS.
H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH
TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS
GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING
SEASON:
ACER RUBRUM PLATANUS X ACERIFOLIA
BETULA VARIETIES POPULOUS VARIETIES
CARPINUS VARIETIES PRUNUS VARIETIES
CRATAEGUS VARIETIES PYRUS VARIETIES
KOELREUTERIA QUERCUS VARIETIES
LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA
LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES
I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL.
THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH
THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY:
• 1 PART PEAT MOSS
• 1 PART COMPOSTED COW MANURE BY VOLUME
• 3 PARTS TOPSOIL BY VOLUME
• 21 GRAMS 'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS:
A) 2 TABLETS PER 1 GALLON PLANT
B) 3 TABLETS PER 5 GALLON PLANT
C) 4 TABLETS PER 15 GALLON PLANT
D) LARGER PLANTS: 2 TABLETS PER'/i' CALIPER OF TRUNK
J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND
WATER THOROUGHLY.
K. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE
BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP
OF THE ROOT BALL.
L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED
TO A MINIMUM BRANCHING HEIGHT OF 7' FROM GRADE.
M. GROUND COVER AREAS SHALL RECEIVE A'/4" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL
PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE -EMERGENT
CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION.
N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM
EXISTING STRUCTURES AND SIDEWALKS.
O. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED
AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB.
P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE
WATERING SPECIFICATIONS AS LISTED HEREIN.
10. TRANSPLANTING (WHEN REQUIRED)
A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT.
B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL,
ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND.
C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30.
D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE.
E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN.
F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES
GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE
MUNICIPALITY'S TREE REPLACEMENT GUIDELINES.
11. WATERING
A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING.
WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO
THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL
CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED.
B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE
ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED
FOR ALL NEWLY PLANTED TREES.
C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT
MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF
MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH.
12. GUARANTEE
A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL
OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A
MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE
RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN
COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE.
B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD.
REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY
DEBRIS SHALL BE DISPOSED OF OFF -SITE, WITHOUT EXCEPTION.
C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT
THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE
PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD
CONDITION AND FREE OF INSECTS AND DISEASE.
D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER
OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH,
ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS.
13.CLEANUP
A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE
CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED
AREAS ARE TO BE CLEANED.
B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER
OR AUTHORIZED REPRESENTATIVE.
DO NOT STAY
WRAP
PREPARE WI[
PLANTING HOI
OR TWICE THE
OF THE ROO'
WHICHE
GR
PREPARED S(
TREES 1 PART PEAT
PART COW MA
PARTS T
UNDISTURBE
SUBGRAD
DIG WIDE, SHALI
WITH TAM[
TAMP SOIL SOLIDL'
BASE OF F
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 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.
EVERGREEN TREE PLANTING DETAIL
NOT TO SCALE
00 ONLY TREES WITH ONE MAIN LEADER
° 00 o SHALL BE PURCHASED. DO NOT PRUNE
o° °° ° ° TREE AT PLANTING UNLESS DIRECTED
°o° TO BY PROJECT LANDSCAPE ARCHITECT
DO NOT STAKE °
OR WRAP TRUNK
o ° FOLD BURLAP AWAY FROM
PREPARE WIDTH OF °o0 TOP OF ROOT BALL
PLANTING HOLE 6 FT OR
°
TWICE THE WIDTH OF o ° °o SET ROOT BALL FLUSH TO GRADE
THE ROOT BALL; d o ° OR SEVERAL INCHES HIGHER IN
WHICHEVER IS GREATER o POORLY DRAINING SOILS.
4" BUILT-UP EARTH SAUCER
PREPARED SOIL FOR TREES--,
1 PART PEAT MOSS 3" THICK LAYER OF DARK BROWN DOUBLE
1 PART COW MANURE SHREDDED HARDWOOD MULCH
3 PARTS TOPSOIL
BEFORE PLANTING ADD 3 TO 4"
OF WELL -COMPOSTED LEAVES OR
UNDISTURBED
_ _ _
_ _ _
RECYCLED YARD WASTE TO BED
SUBGRADE
_
I I -I I I -I
I AND TILL INTO TOP 6" OF
=III=
I=I I I=I I I-
PREPARED SOIL.
_
4-6" DEEPER THAN ROOT BALL
DIG WIDE, SHALLOW HOLE
REMOVE THE TOP 1/3 OF THE WIRE BASKET IF
WITH TAMPED SIDES
I
-I i
PRESENT. ANY AND ALL TWINE SHALL BE
REMOVED FROM THE TREE BEFORE
TAMP SOIL SOLIDLY
BACKFILLING. BURLAP SHALL BE FOLDED BACK
AROUND BASE OF
INTO PLANTING HOLE
ROOT BALL
SET ROOT BALL ON FIRM
PAD IN BOTTOM OF HOLE
REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT.
DECIDUOUS
TREE PLANTING
DETAIL
NOT TO SCALE
PLANT SHALL o�
TRANSPLANTED AT THE SF
GRADE AS IT BORE IN -
NURSERY PLOT PRIOR
BALLING AND BURLAPPI
PLANTING MIX:
1 PART PEAT MOSS
1 PART COW MANURE
3 PARTS TOPSOIL PLANTING
MIXTURE WILL CHANGE WITH
SOIL CONDITIONS
BEFORE PLANTING, ADD 3 TO
OF WELL -COMPOSTED LEAVE
AND RECYCLED YARD WASI
TO BED AND TILL INTO TOP
OF PREPARED SO
REMOVE THE TOP 1/3 OF TF
WIRE BASKET IF PRESENT. AN
AND ALL TWINE SHALL E
REMOVED FROM THE SHRL
BEFORE BACKFILLING. BURL/..
SHALL BE FOLDED BACK INTO
PLANTING HOLE
REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT
DECIDUOUS AND EVERGREEN
SHRUB PLANTING DETAIL
NOT TO SCALE
INCORPORATE 2" OF PEAT INTO 6" OF
PLANTING MIXTURE, AS SPECIFIED
3" THICK LAYER OF
DARK BROWN DOUBLE
SHREDDED HARDWOOD
MULCH
FINISHED GRADE
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.
UNDISTURBED
SUBGRADE
SOIL SURFACE ROUGHENED
TO BIND WITH NEW SOIL.
PLANT MATERIAL SPACED AS SPECIFIED.
SEE LANDSCAPE SCHEDULE FOR PROPOSED
SPACING.
MINIMUM 6" TOPSOIL EXISTING SUBSOIL
V I
1 I II I II I II I II I I, ; ,I I II I II I II I II I I� � II I I II
TYPICAL PERENNIAL AND GROUND COVER PLANTING
D= PROPOSED ON CENTER
(O.C.) SPACING
SEE LANDSCAPE SCHEDULE
FOR FOR REQUIRED SPACING
TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT
NOTE: TREE STAKING TO BE REMOVED
AFTER 2 GROWING SEASONS
DO NOT WRAP TRUNK
REINFORCED RUBBER HOSE (1/2"
DIA.)
12 GAUGE GALVANIZED WIRE GUYS TWISTED
2" DIA. HARDWOOD STAKES 213 TREE HT.
2 PER TREE
EXISTING GRADE
PREPARED SOIL FOR TREES
1 PART PEAT MOSS
1 PART COW MANURE
3 PARTS TOPSOIL
UNDISTURBED SUBGRADE
12 I�
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.
—III=III= 3" THICK LAYER OF DARK BROWN
= DOUBLE SHREDDED HARDWOOD
MULCH
-I
17
— _ 4" BUILT-UP EARTH SAUCER
BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED
—III- LEAVES OR RECYCLED YARD WASTE TO BED AND TILL
INTO TOP 6" OF PREPARED SOIL.
REMOVE THE TOP 1/3 OF THE WIRE BASKET IF
PRESENT. ANY AND ALL TWINE SHALL BE REMOVED
FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL
BE FOLDED BACK INTO PLANTING HOLE
SET ROOT BALL ON FIRM PAD
IN BOTTOM OF HOLE
TREE PLANTING ON SLOPE DETAIL
NOT TO SCALE
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/ARCHITECT'S 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
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.
oa
U U
gr� r�
ear��P
C) I� P,
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PH
11!� 3_4��
U
C%2
REVISIONS
DRAWN BY
REVI DATE I COMMENT --
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 INTENDED FOR MUNICIPAL AND/OR
AGENCY REVIEW AND APPROVAL. IT IS i40T' INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED
OTHERWISE.
PROJECT No.: V194600
DRAWN BY: EEN
CHECKED BY: RTY
DATE: 03/18/2020
CAD I.D.: 1
PROJECT
MAJOR SITE
PLAN AMENDMENT
FOR
29T HI PLACE
DRIVE ']IT RU
LOCATION
1500 S]EMINOLE TRAIL
CHARLOTTESVILLE, VA 22901
ALBEMARL]E COUNTY
BOHLERI
28 BLACKWELIL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-03211
VA@BohlerEng.com
Op
V MN YAOMR - "P
.Q Lic. No. 0402056625 4r
�iA� 6/18/2020 G``1�i
ss-�NAL S
SI IEE,T TTTZ E:
LAN DSCAP E
NOTES AND
DETAILS
SHEET NU1\11P,ER:
C-602
PERENNIAL/GROUND COVER PLANTING DETAIL
NOT TO SCALE
RE�'ISION I - 6/18/2020
.5" ASPHALT SURFACE COURSE (SM-9.5A)
EDGE OF PAVEMENT OF FACE OF CURB
V-81
5 12
5 )2' 10"
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 WHITE.
STOP BAR
N.T.S.
0
co
30"
m
U
LL
O
w
U
Q
LL
LL
O
H-
z
w
w
IL
LL
LL
O
w
0
0
w
RED'REFLECTIVE'
COLOR
WHITE 'REFLECTIVE'
COLOR
3"x3" SQUARE
ALUMINUM TUBING,
MEXICALI RED COLOR
8"0 CONCRETE a -
BASE �i Z
C-4
STOP SIGN &
STANDARD
MOUNTING POST
N.T.S.
a
z
0
In
d
O
U)
CONCRETE FILL TO BE ROUNDED
FOR PROPER RUN OFF
_
4" DIAMETER STEEL PIPE FILLED--,,,,,
W/ CONCRETE PAINTED TRAFFIC
YELLOW AND EMBEDDED IN
CONCRETE BASE
"v
TOP OF ASPHALT OR
CONCRETE SLAB
3000 P.S.I. CONCRETE I I=I I -I I -I ' III -III-
�I-I� _ .•�. '� ICI -ICI
-I � I -I � I -I �'' '• I I -I � I- o
I I I -I I I -I I I -I Ell I MI I I I
�-ICI-ICI-ICI .•" ••' II-1�1=
' �"
-III-III-I � I -I � •. III -I
I-111-I I I_I I I'.
.ICI -ICI -ICI -I ICI- O
-III-III-III - -
�••.•�•.�•.-�• III-11,
-III„., 111 I l i -F
I I I --NOTE:
M-FI-1
1. SEE SITE PLAN FOR LOCATION(S).
BOLLARD DETAIL
NOT TO SCALE
REFLECTIVE ALUMINUM
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
TYPICAL AT ALL ADA SPACES
THIS SIGN TYPICAL AT ALL "VAN
ACCESSIBLE" PARKING SPACES
PENALTY SIGN WITH WORDING AS
REQUIRED BY STATE OR LOCAL LAW
GALVANIZED "U" CHANNEL POST
4" DIA. SCH. 40 GALVANIZED STEEL PIPE
BOLLARD PAINTED OSHA YELLOW FILLED
WITH CONCRETE
PAINT CONCRETE BLACK AFTER
CURING AT ASPHALT LOCATIONS
PSI CONCRETE
NOTE:
ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT
WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES
BOLLARD MOUNTED ADA PARKING SIGN DETAI
►N��C�LY�71��
LOCKING FRAME AND COVER, AIR & GAS
ADJUST TO GRADE A5 REQUIRE[)
FINISHED GRADE
TIGHT 1,'
FINISHED GRADE
L
j' rl
t1
24PGRADE RINGS
KI=UUI
Zk IL
2" VENT
2" VENT
Tm;
4" INLEET
4'ac4"x4-
6" MIN.
SAN
CIIJTL9
8" MIN.
I I *`
NOTES:
q.
ram_
NOTES'
MANHOLE RINGS AND COVERSLLJ
CANNOT BE COVERED OR
ExrENID 14- BELOW THE
ID LEVk
TW8 SHALL NOT BE LOCATED IN AN
OBSCURED BY LANDSCAPING,
c:)
ENTRANCE, E)CIT, DRIVE-THRU OR UNDER
PAVEMENT, ETC.
"���
A MENU BOARD. IF TRAP IS LOCATED IN A
DRIVE, PARKING AREA, IT MUST CONTAIN
INLET AND OUTLET PIPES
TRAFFIC RATED TRAFFIC RATED FLINGS
SHALL BE SCHEDULE 40 PVC
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 BE A MIN. OF
4" IN DIA- VERTICAL PIPE ON
213 LENGTH OF TRAP 1f3 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.
ASPHALT BINDER COURSE (BM-25)
lyl►1
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.
[:lY
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.
STANDARD DUTY ASPHALT PAVEMENT SECTION HEADER CURB DETAIL
NOT TO SCALE NOT TO SCALE
CG-12 A WP-2
95 DOWELS• 8" LONG _'j PERMISSIBLE -
AT 12" C-O 5`MIN. CONSTRUCTION
MAX.
4' MIN
12=1 MAX 12=1 _
I33�
�ta,1 MAX �; �
N
WITH BUFFER STRIP
RAMP RAMP
ISEE TABLDI [SEE TABLE) \-TRANSITION GUTTER PAN SLOPE � -
A TO 20�1 THROUGH RAMP LENGTH - � 5' MIK
TRANSITION GUTTER PAN SLOPE ------ i11 Mix"
TO 20:1THROUGH RAW LENGTH GUTTER PAN MAXIMUM SLOPE 200 1,
� 1x 1 MAC..
�•1
5'-0" MIN
SHAPE TO MATCH FACE WITHOUT BUFFER STRIP
OF ROADWAY CURB
BACK OF CURB 48
201 48 .1 EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT
2'MN. SECTION A -A LAN
DING 18,1 MAX..
SLOPE
DETECTABLE WARNING SURFACE --\ PERMISSIBLE CURB
CONSTRUCTION
JOINT
CROSSWALK
SECTION B-B 5
Ca? &TE CURE
IJC}TES ONE DIRECTION
ONE DIRECTION
I FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, WITH BUFFER STRIP
SEE SHEET 14F s. WITHOUT BUFFER STRIP
>. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET,
REGARDLESS OF THE SLOPE.
3- GUTTER PAN SHALL BE A MAYIMUM SLOPE OF 201 AT THE RAMP OPENING.
4. DIAGONAL PLACEMENT IS NOT PERMITTED.
TYPE B PARALLEL
APPLICATION
ROADWAY GRADE
IN PERCENT
MINIMUM RAMP LENGTH
N FEET
4" CURB
6" CURB
0
4
8
1
5
7
2
5
8
3
5
9
4
8
12
5 _
10
15
6
14
15
LK
CROSS,
II Il
CROSSWALK
TWO DIRECTIONS SMALLER RADII CRc}sswALK
TWO DIRECTIONS LARGER RADII
WITHOUT BUFFER STRIP
WITH BUFFER STRIP
V00T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING
pIS�OI INpFILE IN THE )CENTRAL OFFICE. SPECIFICATION
ROAD AND BRIDGE STANDARDS C G - 12 D E T'E C, T AB L E YY +`''+I � I V 19 4 ,G SURFACE REFERENCE
SHEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION 105
502
204.03 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 504
A Gc-12
PERMISSIBLE
CONSTRUCTION 5, #5 DOWEL, 8" LONG Q 12" C-C
B
JONT
MIN,
0:1
10 Y
�d
N,
5'
S'
-�a
TRANSITION GUTTER PAN SLOPE
TO 2D 1 THROUGH RAMP LENGTH
TRANSITION GUTTER PAN SLOPE GUTTER PAN
MAXIMUM SLOPE 20-1
TO 20=1THROUGH RAMP LENGTH
4'-D" Min.
BACK OF CURB 12,11 MAX.
48;T MAX.
20 1
2'MIN. SECTION A -A
/-PERMISSIBLE
C ONS TRUC TIO N
JOINT
SECTION 8-I3
NOTES:
1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET TOF 5.
2_ THIS DESIGN TO 13E USED FOR CONSTRUCTION THAT INCORPORATES WIDER 'SIDEWALK. LANDING
(4' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FELT FOR NEW
CONST RUC TIGN,
3, GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 2011 AT THE RAMP OPENING- 5
4. DIAGONAL PLACEMENT IS NOT PERMITTED `
U
II
C
TACK COAT THE PROPOSED
2' MIN. CLEAR ZONE
(TYP., LT. & RT.)
VARIES
2% MAX. CROSS SLOPE
COMPACTED SUBGRADE (PER
GEOTECHNICAL REPORT)
I-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
NOT TO SCALE
11 1 EDGE OFElhfG PAVEMENT
I I {AS DETERMINED IN FIELD)
CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS
EXISTING SUBBASE PROPOSED SUBBASE
---------------------------
COMPACTED SUBGRADE
CONSTRUCTION JOINT DETAi6
REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
PROPOSED MINIMUM 11/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
x MIINIMUMA 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 PROCECURES 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 ADDRESSEE} IN THE PAVEMENT DESIGN.
3. A MINIMUM OF THREE CORES SHALL BE TAItEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS. THESE CURES SHALL BE SPACED NO MORE THAN 500 FEET APART.
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF t I/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER.
S. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAWAG€.
Q. 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 SHALL 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 STRAJGHTED'GE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315,07(c) OF THE
SPECIFICATIONS.
PAVEMENT WIDENING
ROAD AM BRDGE $TAF[)Al1TD$
SHEET 1 OF 1 REIRSTUri DATE.
3a3.4s OCP^VnWW CIF 71tN411130WATrN
SECTION CAST IRON �-{� I/g SECTION STEEL
NOTES
LUGS TO BE
R
N
w
CAST WITH
COLLAR
A 4
-• `
10'-4" LONG
i_ ucrin mac I cr�r I u nt �nuxrn ury
PLANSFO. FO1; DEPTH GREATER THAN 10'V;aE
STANDARD DI to
3. THE "Id" DIMENSION SHOWN ON THE
STANDARDS AND SPECIFIED ON THE PLANS
I
WILL BE MEASURED FROM THE INVERT OF
OAST GALV.
QNE WELDED
THE OUTFALL PIPE TO THE TOP OF THE
R
IRON STEEL
JOINT
STRUCTURE. PLAN "H" DIMENSIONS ARE
I
APPROXIMATE ONLY FOR ESTIMATING
66 ±
WELD ALL
PURPOSES AND THE ACTUAL DIMENSIONS
OPTIONAL
BRACE RIBS
43.6 LB
I
CONNECTORS
SHALL BE
SHABE DETERMINED BY THE
3 LBS
TO COLLAR
CONTRACTOR FROM FIELD CONDITIONS.
NCLUDING NCLUDiNCr
3. WHEN SPECIFIED ON THE PLAIN'S THE
LUGS )CONNECTOR
INVERT IS TO BE SHAPED IN ACCORDANCE
WITH STANDARD IS-1, THE COST OF
TFURNISHING
AND PLACING ALL MATERIALS
TYPE A
7-
Rf.,
HE SHAKE
.2'-
INCIOENT INFOHETFORTTHEE
WITH BUFFER STRIP
4•-2-
, ..
/z" x 1/� x 4"�'
/T„ x 4„
STRUCTURE.
PLAN
LU65
gi/,,j STUD SHEAR
CONNECTORS
4,
N THE EVENT THE INVERT OF THE
(GRATE REMOVED)
OUTFALL PIPE 15 HIGHER THAN THE
BOTTOM Of THE STRUCTURE, THE INVERT
SEE DETAIL A
OF THE STRUCTURE SHALL BE SHAPED
-"�%..
WITH CEMENT MORTAR TO PREVENT
SECTION B`B
STANDING OR POiIDING •OF WATER IN THE
STRUCTURE. THE COST OF FURNISHING
M 4
COLLAR DETAIL I/g"> MIN RAISED
PLACING ENTAL
ATTO
LETTERING
TDDINLET SHAPNGM15 BE INRIALSNCLLUQED
2L"
IN THE BID PRICE FOR THE STRUCTURE.
DIMENSIONS FOR
CAST IRON ONLY
DUMP NO
WASTE DRAINS TO WATERWAYS
5.
STEPS ARE TO BE PROVIDED WHEN H 15
W-0- OR GREATER, FOR DETAILS SEE
STANDARD ST-1.
EXAMPLE INSTALLATION METHODS -
DETAIL 8
SEE PLANS FOR LAYOUT
6.
THIS ITEM MAY BE PRECAST OR CAST -
DETAIL A
4" 2"
HARDWARE
2'-6„
� SEE DETAIL B
7.
IN -PLACE
04 X B" SMOOTH UGWELS AT
APPROXIMATELY 12"' C-C TO BE
2'-7"
CLOTH
PLACED IN ALL AREAS ADJACENT
DEPTH AGGR_
TO ABUTTING CONCRETE TO PREVENT
f4"
R6$. #78 OR
f1
SETTLEMENT. IN LIEU OF DOWELS
r
W W W
�
„
w,
d8 x 6" WIDTH
= z
II N
II
A 2'X4" NOTCH MAY BE PROVIDED_
Qa
rz d
n a ad
a
p 31, DIAMETER
W
SEE STANDARD T-0I-3, 4 FOR
ALTERNATE DESIGN_
��
_�
c.�,ry tpv
i>. COLLAR
SWEEP HOLE
EE NOTE 8
.c
MAHER
8,
3" DIAMETER WEEP HOLE WITH t"X12"
_
zz
12
1
PLASTIC HARDWARE CLOTH /q MESH
cv
CAR GALVANIZED STEEL WIRE, MINIMUM
L<
12"-15" -18" OR 24"
WIRE VIAME ER ONUM R5H
CROSSWA�K
)HARDWARE CLOT" AN HDRED FIRMLY
�! N ty H
p
TO THE OUTSIDE OF THE STRUCTURE.
CROSSWA�L1K III
Am 15, °' , -
-
9.
CAST IN PLACE CONCRETE IS TO BE
Il TYPICAL PLACEMENT
�y
, LS #
CLASS A3 130D0 PSI}. PRECAST
CONCRETE IS TO BE 4000 PSI
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
AT INTERSECTION
WITHIN CROSSWALK
(W.TH BUFFER STRIP)
SECTION A -A
CONCRETE QUA�JTITIES FOR RwlIN. DEPTH
12" COIJCRETE PIPE 1.448 CV. YD. CONCRETE
75" CONCRETE PIPE - 1.52$ CU. YD, CONCRETE
1,8„ CONCRETE PIPE - i,620 CU YD. CONCRETE
24" CONCRETE PIPE - 1.617 CU. YD. CONCRETE
ADD 0,469 CU.
ADDITIONAL FOOT DOFEDEPTH.
-�� rti •far
�
SEE DETNL 8 4"
9ffffffffWLUGS
as*PR4xEMATE WEIGHT
11/4 I }'-0" EAST IRON
-j CRATE 363 ± 18S LEIS
SECTION C-C SECTION D-i)
GRATE DETAIL
10.
11.
ANY ALTERNATE METHODS Of ANCHORAGE
MEETING THE APPROVAL OF THE ENGINEER
MAY BE SUBSTITUTED FOR THE CAST IRON
AS SHOWN HEREON.
DUMP NO WASTE DRAdNS TO WATERWAY
LETTERING IS REQUIRED ON ALL 01-1
GRAT105
V..ARYEB'YS. LMANUFACTUREROCATION OK YTERING MAY
SPECIFICATION
REFERENCE
A COPY OF THECENTRAL OFFICE.
�FIILIEE N THESURFACE
ORIGINAL SEALED AND SIGNED DRAt�WING I$ WARNING
l■ V - I L DETECTABLE YV C� I V I I y t7 kU f� F 1`I E
TYPE A (PERPENDICULAR) APPLICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
� ��T
ROAD AND BRIDGE STANDARDS
502
504
REVI`$ON DATE
04/19
SHEET 2 OF 5
204.02
ROAD AND BRIDGE STANDARDS
DROP INLET
12" - 24" PIPE: MAXIMUM DEPTH (H) - 10'
VIRGINIA DEPARTMENT OF TRANSPORTATION
SPECIFICATION
REFERENCET"4VARD
153
302
SHEET I OF I
REVISION DATE
104. p 1
SPECIFICATMOii
REFERENCE
3tlm
aw
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wo
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<g
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1:4 rn
H�� mN
OFo
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3:
50
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ow
� wm
C� z
o�
U
� LL
z
z0.
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o0
<a
0
REVISIONS
REV DATE COiMMENT DRAWN BY
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 INTENDED FOR MUNICIPAL AND/OR
AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED
OTHERWISE.
PROJECT No.: V194600
DRAWN BY: EEN
CHECKED BY: RTY
DATE: 03/18/2020
CAD I.D.: 1
PROJECT:
MAJOR SITE
PLAN AMENDMENT
FOR
29T HI PLACE
DRIVE ']I°HRU
LOCATION
1500 SEMINOLE TRAIL
CLIARLOTTESVILLE, VA 229101
ALBEMARLE COUNTY
BOHLERI
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
]Fax: (540) 349-0321
VA@BohlerEng.com
V MN YAOMR - P
.Q Lic. No. 0402056625
�0iA 6/18/2020 x1��
�NAL ECG`
SI IEE.T TITLE:
CONSTRUCTION
DETAILS
SHEET NI'lIBER:
C-801
GREASE INTERCEPTOR DETAIL N.T.S. D
REVISIONS I - 6/18/2020
A
DUMPSTER ENCLOSURE EXHIBIT
4"x4" WOOD POST
8'-0" O.C.
1 "x6" WOOD SLATS
2"x4" STRINGER-7(VERTICAL)
(2 TYP.)
0
co
FINISHED GRADE--,,,,,.,, ------- AHM
'—ICI—ICI ` ICI-1�1=1�i=III
I I —I I I —I I• r:l —I 11-'' I I•.1 I I Z
11=I I I. i J, 11 I N I 11=
CONCRETE BASE - 11I I I •U: 11� 1I o
III _ •III; _��_.
NOTES: 12"0MIN.
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
OF THE ENCLOSURE
5 -9 5 -9" 5 -9 5 -9
0 O O O `° 0
0 0 0 0
2'-0" 5'-0" 6-0" 6'-0" 4'-6" ol
11
11
11
1l,
0
w
w
w Z
~ J
W 0-1 Of
0 0 2'-3" 2' 0" 2'-3 7/16" 0 wUj
0 3'-9 11 /16" w
O = U
o O
6' w
Z
(�j J
w w
z
L —1 L U
(1
I�
5'-0" 11 18'-0"
lo
23-0" CENTERLINE TO CENTERLINE
DUMPSTER DETAIL
NOT TO SCALE
W
J
0
m
REVISIONS
DRAWN BY
REV DATE COMMENT_ --- --
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 INTENDED FOR MUNICIPAL AND/OR
AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED
PROJECT No.:
V194600
DRAWN BY:
EEN
CHECKED BY:
RTY
DATE:
03/18/2020
CAD I.D.:
1
PROJECT:
MAJOR SITE
PLAN AMENDMENT
FOR
29T HI PLACE
DRIVE ']I°HRU
LOCATION
1500 S]EMINOLE TRAIL
CHARLOTTESVILLE, VA 22901
ALBEMARL]E COUNTY
BOHLERI
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phonc; (540) 349-4500
Fax: (540)349-03211
VA@BohlerEng.com
Op
nth
.Q Lic. No. 0402056625
kt6/18/2020
210
NAL
S ITETTITILE:
CONSTRUCTION
DETAILS
HT;F;T I' \ [PER:
4
NOT TO SCALE
C-802
REVISION 1 - 6/18/2020
Page 6H-16
Typical. Traffic Control
Shoulder Operation with Minor Encroachment
(Figure TTC-5.2)
l'S QT S
September 2019
Standard
1. For required sign assemblies for multi -lane roadways see Nate 1, TTC,4.'
Guidance
2. Sign spacing should be 130W-I500' for Limited Access haghwails. For all other roadways, the sign
spacing should he 500'-800' where the pasted speed limit is greater than 45 mph. and 350-500' where
the posted speed limit is 45 mph or less.
3. Mten work Crakes tap part of a large on a high volume roadway: vehicular tr°af is volumes. vehicle mix.
speed and capacity should be analyzed to determine whether the uffected lane should be closed Unless
the lane encroachment analysis permits a remaining large width of 10.feet, the lane should be closed. If
the closure operation is on ar Limited access highwuv, the minimum lane Vi4dih is 11, feet.
03� tion:
4. The ROAD WORK AHEAD (W20-1) sign on an intersecting roadway may be omitted where drivers
emerging from that roadway will encounter another advance warning sign prior to this activity area.
Standard:
5. A shadow vehicle with either an arrow hoard 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 wort. crew.
6. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber
rotating, flashing, or' oscillating lights. Vehicle hazard warning signals can be used to supplement
high -intensity amber rotating, flashing, or' oscillating lights.
7. Taper length (L) and channelizing device spacing shall be at the following:
Tape Len
th L
Speed
Limit
mph)
Lane Width Feet
Remarks
Speed
limit
mph
Lane Width Feet
Remarks
9
10
11
12
9
10
11
12
25
95
105
115
125
L-5=V4+/60
50
450
500
550
600
L=SW
30
135
150
166
180
L=S-'IN/60
55
495
550
605
660
L= SW
35
185
205
225
245
L=S2VV/60
60
540
600
660
720
L=SW
40
240
270
295
324
1 L=,SM160
65
585
650
715
780
1 L=SW
45
405
450
495
540
1 L--SW
70
630
1 700
1 770
1 840
1 L-SW
Limited Access highways shall use a 1000' merging taper regardless of the posted speed, a 750' shifting
taper for posted speeds a 65 mph and a 10Q0' shifting taper for posted speeds 3 65 m h.2
Shoulder Taper = % L Minimum
8. [:hannelizing device spacing shall he at the following,
ChannolizingiDevice Spacing
LocationSpeed
Spacing
Spacing
Limit
rnphy
Location
Spacing
Speed Limit
(mph)
Location Spacing
Speed Limit
(mph)
6 _35
36 +
Q -35
36 +
0 -35
36 +
Transition
20'
40'
Travelwa
40'
1 B01
I 'Construction Access
80"
1 120
`Construction access spacing may be increased to this distance, but shall not exceed one access per/4 mile.
On roadwayswith 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.'
The buffer space length The buffer space length shall be as shown in Table 6FI-3 on Page 619-5 for
the posted speed limit.
A truck -mounted attenuator (TMA) shall be used on Limited Access highways and multi -lane
roadways with posted speed limit equal to or greater than 45 mph.
When a side road intersects the highway within the temporary traffic control zone, additional traffic
control devices shall be placed as needed.
1: Revision 1- 4/1/2015
2: Revision 2 — 9/1/2019
SetltembCT 2019
Shoulder Operation with Minor Encroachment
(Figure TTC-5.2)
Page 6H-17
W
J
0
m
REVISIONS
DRAWN BY
REVI DATE I CO-M-MENT _ .._ ..
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
106 3 I '° IU'° I .: �W
CONSTRUCTION
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR
AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A
CONSTRUCTION DOCUMENT UNLESS INDICATED
PROJECT No.:
V194600
DRAWN BY:
EEN
CHECKED BY:
RTY
DATE:
03/18/2020
CAD I.D.:
1
PROJECT:
MAJOR SITE
PLAN AMENDMENT
TOR
MHb
�aorµ -
a'vaa �����
�tl �1
ROAD 1NORK G20-2 (V) ���
Z 3iON t 5
00' + DRIVE T H RU
-
\\N 80'- 120'
\ LOCATION
SHADOW VEHICLE
Ill' REQUIRED
MAIN � TIVA OPTIONAL 1500 SI?M[II�IOLE TRAIL
SEE NOTE 11 CHARI,OTTESVILLE, VA 22901
ALLEIYIARLE COUNTY
ILLUMINATED EFLASHING
AMBER (CAUTION 'MODE)
TYPE BORC BOHLERI
SEE NOTE 10
28 BLACKWELL ]PARK LANE, SUITE 201
All RENTON, VIRGINIA 20186
Phone: (540) 349-4500
01 ]Fax: (540) 349-03211
Q SEE NOTE 7 VA@BohlerEng.com
0 CH'ANNELIZING
0- DEVICES SPACING pLTH Galt`
SEE NOTE 8
SEE NOTE 2 Q
cz
V N YA R y
RiGHT
SHOULDER W21-9aR .0 Lic. No. 0402056625
-- CLOSED,nag — SEE NOTE 2 �90 6/18/2020
C�
alaam avod Rrsai SS�ONAL��
SHOULDER
CLOSED W21-5bR
AHEAD SHEET TIITIT,E:
SEE NOTE 2
ROAD MAINTENANCE
w° K W2- OF TRAFFIC
D
PLAN
1: Revision 1- 411/2015
2: Revision 2 - 91112019
SHEET�t`tiIF3ER:
C-803
4
REVISION I - 6/18/2020