HomeMy WebLinkAboutARB202000127 Plan - Submittal (First) Letter of Revision 1 2020-11-24SITE DATA
ADDRESS
3267 PROFFIT ROAD
CHARLOTTESVILLE, VA
JURISDICTION
ALBEMARLE COUNTY
ZONING
EXISTING
HIGHWAY COMMERCIAL- HC
PROPOSED
HIGHWAY COMMERCIAL- HC
SITE AREA
1.49 AC
BUILDING AREA
6,049 SF
BUILDING AREA PERCENTAGE OF SITE AREA
9.32%
PROP. IMPERVIOUS SURFACE COVER OF SITE
1.26 AC (84.50%)
AREA
PARKING REQUIRED
PARKING REQUIRED 1 SPACE PER 100 SF OF RETAIL
SALES AREA FOR THE FIRST 5000 SF OF RETAIL SALES
AREA. RETAIL SALES AREA = 80% OF THE GROSS FLOOR
AREA (GFA)
6049 " 0.8 = 4839
4839 / 100 = 48
PARKING PROVIDED
48 SPACES
AREA OF PAVED PARKING AND VEHICULAR
1.00 AC (65.8%)
CIRCULATION
HANDICAP
2 SPACES
ZONE A
25 SPACES (INCL. 2 HANDICAP)
ZONE B
11 SPACES
ZONE C
12 SPACES
TOTAL
48SPACES
# OF TRUCK/OVERSIZED PARKING
0
REQUIRED BUILDING SETBACKS
FRONT YARD(SEMINOLE TRAIL
10 FEET
AND PROFFIT ROAD)
SIDE YARDS(NORTH AND EAST
N/A
PROPERTY LINES)
PROVIDED BUILDING SETBACKS
FRONT YARD(SEMINOLE TRAIL
±164 FEET (SEMINOLE TRAIL) AND ±75.7 FEET (PROFFIT
AND PROFFIT ROAD)
ROAD)
SIDE YARDS(NORTH AND EAST
343 FEET (NORTH) AND 391 FEET (EAST)
PROPERTY LINES)
REQUIRED PARKING SETBACKS
FRONT YARD(SEMINOLE TRAIL
NIA
AND PROFFIT ROAD)
SIDE YARDS(NORTH AND EAST
NIA
PROPERTY LINES)
PROVIDED PARKING SETBACKS
FRONT YARD(SEMINOLE TRAIL
310 FEET (SEMINOLE TRAIL), t6.7 FEET (PROFFIT ROAD)
AND PROFFIT ROAD)
SIDE YARDS(NORTH AND EAST
i6.0 FEET (NORTH), f7.5 FEET (EAST)
PROPERTY LINES)
REQUIRED LAND BUFFERS
FRONT YARD(SEMINOLE TRAIL
N/A
AND PROFFIT ROAD)
SIDE YARDS(NORTH AND EAST
N/A
PROPERTY LINES)
PROVIDED BUFFERS
FRONT YARD(SEMINOLE TRAIL
±10 FEET (SEMINOLE TRAIL), t8.0 FEET (PROFFIT ROAD)
AND PROFFIT ROAD)
SIDE YARDS(NORTH AND EAST
i6.0 FEET (NORTH), t7.5 FEET (EAST)
PROPERTY LINES)
BUILDING TYPE
W5OT-FB-VA-M
CANOPY CONFIGURATION
STACKED
CANOPY TYPE
A -FRAME
# OF MPD'S
6
TYPE OF MPD'S
(6) 3+1
SQUARE FEET OF ASPHALT INSIDE R.O.W. (TO
3,200 SF
BE SEAL COATED)
SQUARE FEET OF LAWN TO BE MOWED
4,525 SF ON -SITE
SQUARE FEET OF MULCH AREA
6,940 SF
NOTES:
1-THIS SITE ALSO LOCATED IN THE ENTRANCE CORRIDOR
OVERLAY DISTRICT.
2.1 SIGN PER STREET FRONTAGE, OR 2 SIGNS PER
ENTRANCE, PER LOT WITH 100 OR MORE FEET OF
CONTINUOUS STREET FRONTAGE PLUS 1 SIGN PER LOT IF
THE LOT IS GREATER THAN 4 ACRES AND HAS MORE
THAN 1 APPROVED ENTRANCE ON ITS FRONTAGE. 5 FEET
BETWEEN PROPERTY LINE AND SIGN IS REQUIRED.
3. THE "LAYOUT PLAN" (SHEET 8 OF 15 AND "COVER
SHEET' (SHEET 1 OF 15) OF APPROVED FINAL SITE PLAN
SDP201000029 REQUIRED 165 PARKING SPACE, AND 198
PARKING SPACES WERE PROVIDED. THE PROPOSED
MODIFICATIONS SHOWN ON SDP201800048 (THE
ELIMINATION OF FOUR (4) SPACES ON THE ADJOINING
PROPERTY) WOULD NOT TAKE THE ADJOINING PROPERTY
OUT OF COMPLIANCE WITH THE MINIMUM PARKING
REQUIREMENTS IDENTIFIED IN SDP201000029.
APPROVAL
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNERRONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
SIT P AN DOCUM
"D 'VISION #1
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CONTACT INFORMATION
REFERENCES
BOUNDARY & TOPOGRAPHIC/ALTA SURVEY:
ALTA/NSPS LAND TITLE SURVEY, WAWA
3267 PROFFIT ROAD
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
PREPARED BY BOHLER ENGINEERING.
PROJECT NO. SV162083. DATED 10127/17. REVISED 10/8118
BUILDING PLAN
"WAWA MARKET, NEC RT 29 & PROFFIT RD.
CHARLOTTESVILLE, VA STORE#8659-PRF"
PREPARED BY CUHACI & PETERSON.
PROJECT NO. 2180068. DATED 07/12/2019.
GEOTECHNICAL REPORT:
SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING REPORT
3267 PROFFIT ROAD
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
PREPARED BY ECS MID -ATLANTIC, LLC
PROJECT NO.28:2173. DATED 11/17/17.
TESLA PLAN:
"FESLA WAWA 886559 CHARLOTTESVILLE VA"
PREPARED BY DEWBERRY ENGINEERS INC.
PROJECT NO. 50123704. DATED 11118/20.
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
CHARLOTTESVILLE GAS
305 4TH STREET NW
CHARLOTTESVILLE, VA 22903
TEL: (434) 970-3800
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LOCATION OF SITE
3267 PROFFIT ROAD
CHARLOTTESVILLE, VA 22901
RIVANNA MAGISTERIAL
DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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DEVELOPER OWNER
RC DEVELOPMENT GROUP, LLC
8605 WESTWOOD CENTER DRIVE, SUITE 410
VIENNA, VA 22182
CONTACT: MARK FONTAINE
(703) 404-2346
CHARLOTTESVILLE PROFFIT; LLC
1401 BROAD STREET
CLIFTON NJ, 07013
CONTACT: MARK FONTAINE
(703) 431-6938
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E N G I E E R N G
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
VA@BohlerEng.com
CONTACT: JONATHAN Q. RITCHIE, P.E.
S H[IEIET INDEX
SHEET TITLE
SHEET NUMBER
COVER SHEET
CAW
GENERALNOTES
C-102
SITE PLAN
C-301
GRADING PLAN
C-401
UTILITY PLAN
C-501
LANDSCAPE PLAN
C-701
LIGHTING PLAN
G-705
LIGHTING DETAILS
C-706 - C-707
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REVISIONS
REV
DATE
COMMENT
BY
ADDRESS COUNTY
1
10/9/18
COMMENTS
JQR
ADDRESS COUNTY
2
11/30/18
COMMENTS
JOR
ADDRESS COUNTY
3
2/22119
COMMENTS
JOR
ADDRESS COUNTY
4
4/24119
COMMENTS
JOR
ADDRESSACSA
5
5/15l19
COMMENTS
JOR
ARCHITECT
6
8/21119
COORDINATION
JOR
WATERLINE FIELD
7
9127/19
REVISION
JQR
8
11/23/2020
LETTER OF REVISION#1
JOR
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. Its free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: V202072
DRAWN BY: DSH
CHECKED BY: JOR
DATE: 6/22/2018
SCALE: AS NOTED
CAD I.D.: SDS
PROJECT:SITE PLAN
DOCUMENTS
LETTER O7 F
REVISION #1
FOR
Wawa
LOCATION OF SITE
SEMINOLE TRAIL AND PROFFIT ROAD
ALBEMARLE COUNTY. VIRGINIA
ENGINEERIN G
BLACKWELL PARK LANE, SUITE
WARRENTON, VIRGINIA 20186
Phone: (540)349-4500
Fax: (540)349-0321
No.052544
11 /23/2020
SHEET TITLE:
COVERSHEET
SHEET NUMBER:
C-101
HMMO 20�WNG"P SEBU£RETi OF REVISIOMV2020nSOO:DN.G FRIN BY: CHUGHES 112320®3:M PM1 T SVFD BY: CHUGHES
GENERAL MOTES:
CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR
IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE
REQUIREMENTS.
1. THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN:
. BOUNDARY AND TOPOGRAPHICAL SURVEY
TITLED "ALTA/NSPS LAND TITLE SURVEY, WAWA
3267 PROFFIT ROAD
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA"
PREPARED BY BOHLER ENGINEERING.
PROJECT NO. SV162083. DATED 10/26/17. REVISED 10/8118.
PHONE (703) 709-9500
• GEOTECHNICAL STUDY
TITLED "SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING REPORT WAWA 3267 PROFFIT ROAD
ALBEMARLE COUNTY VIRGINIA" PREPARED BY ECS MID -ATLANTIC LLC ECS PROJECT NO. 28:2173 DATED: 11/27/17.
BUILDING PLAN
TITLED "WAWA MARKET, NEC RT 29 & PROFFIT RD., CHARLOTTESVILLE, VA STORE #8659-PRF", PREPARED BY CUHACI &
PETERSON, PROJECT NO. 2180068. DATED 07112/2019.
PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT HE/SHE HAS THE LATEST EDITION OF THE
DOCUMENTS REFERENCED ABOVE. THIS IS CONTRACTOR'S RESPONSIBILITY.
2. ALL ACCESSIBLE (AIK/A ADA) PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF
THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT` (ADA) CODE (42 U.S.C. § 12101 at Seq. AND 42 U.S.C. § 4151
at seq.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, AND ANY AND ALL
AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED.
3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND
APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS
RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND
APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN
OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES.
4. THE OWNERICONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL
CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
5. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS,. SPECIFICATIONS AND CONDITIONS OF APPROVAL,
AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS,. CODES, LAWS AND STANDARDS
OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT.
6. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION
DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR
RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE
PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER,
IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS
AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK.
7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO
THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER
ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF
THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES-
8- ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES
MST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR
WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS
PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING
CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK.
9. CONTRACTOR MUST REFER TO THE ARCHITECTURALBUILDING PLANS "OF RECORD" FOR EXACT LOCATIONS AND
DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY
LOCATIONS.
10. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL
REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO,
STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). CONTRACTOR
MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR
AMBIGUITIES WHICH EXIST.
11. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID
WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES
WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR.
12. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING
REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY
ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS
STRUCTURES AND PROPERTIES.
13. THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT,
STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL
CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE
STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO
REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE
PROJECT.
14. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR
PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT,
STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO,
REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE
ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED
DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR
EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION
EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN
CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES.
CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL
EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF
CONSTRUCTION.
15. ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS
UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT.
16. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY
OR FOR THE CONSTRUCTION MEAN, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED
BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS
RESPONSIBLE FOR DETERMINING THE METHODSIMEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT
OF CONSTRUCTION.
17. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN
RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S
SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY
JOB SITE SAFETY ISSUES, AT ANY TIME.
18. ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S
LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE
THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS,
OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS,
EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS
ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD
HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER
ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING
WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER
THE COMPLETION OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED UNDER
THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE
OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS,
SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND
SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE
DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES
OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS FEES AND DEFENSE COSTS, ARISING OUT OF OR IN
ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL
CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN
WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE
HEREUNDER.
19. BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS
SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT
ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION
SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND/OR METHODS AND/OR TECHNIQUES
OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME
HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS
WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT
BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER
ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY
AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE
REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN
RECEIVED.
20. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING
AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS,
PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND
ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL
CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION
MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING,
SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE
ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVERH ..I -
PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY
CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH
OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY.
BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL
INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN
NOTE 19 FOR JOB SITE SAFETY.
21.IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN,
WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS THE
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE
WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL
COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND FURTHER SHALL DEFEND INDEMNIFY AND HOLD
HARMLESS THE ENGINEER TO THE FULLEST EXTENT PERMITTED UNDER THE LAW IN ACCORDANCE WITH PARAGRAPH 19
HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED
TO SAME.
22. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS
PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S
PRICE.
23. ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY
APPROVED SUPPLEMENT.
24. ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR
CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR AND/OR OWNER FAIL BUILD OR
CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND
HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER
INCURS.
25. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS
AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER
IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS
TO MAINTAIN ANDIOR PRESERVE ALL PHYSICAL SITE FEATURES ANDIOR DESIGN FEATURES DEPICTED ON THE PLANS AND
RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES
THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE.
26, ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE.
27. ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL
REGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS.
28.CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND
ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF
CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER
HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT
OF SAID FAILURE.
29. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON -SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN
COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION
REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL
ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED
TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS
APPROPRIATE.
30.AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY
PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF
"PROFESSIONAL OPINION" REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL
KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE
STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED.
31. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED
GENERAL DEMOLITION DOTES:
1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY:
• BOUNDARY AND TOPOGRAPHICAL SURVEY
TITLED "ALTA/NSPS LAND TITAL SURVEY, WAWA
3267 PROFFIT ROAD
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA"
PREPARED BY BOHLER ENGINEERING.
PROJECT NO. SV162083. DATED 10/26/17, REVISED: 1018118
PHONE (703) 709-9500
GEOTECHNICAL STUDY
TITLED "SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING REPORT, WAWA 3267 PROFFIT ROAD,
ALBEMARLE COUNTY, VIRGINIA", PREPARED BY ECS MID -ATLANTIC LLC, ECS PROJECT NO. 28:2173, DATED: 1127/17.
2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY
AND HEALTH ACT OF 1970, (29 U.S.C. 651 at seq.), AS AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS
TO SAME.
3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE
SUPERVISION, OR ANYTHING RELATED TO SAME.
4. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE
DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND
INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE
IMPROVEMENTS.
5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR
SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE
CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN
WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY
DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS
OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES,
REQUIREMENTS, STATUTES, ORDINANCES AND CODES.
6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO:
A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND
OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND
DEMOLITION WORK.
ADA INSTRUCTIONS TO CONTRACTOR
CONTRACTORS SHALL EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAP)
ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST
COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS,
REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING
SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE
BUILDING ENTRANCEIEXIT, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT
LIMITED TO THE FOLLOWING:
• PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION.
• CURB RAMPS - SLOPE SHALL NOT EXCEED 1:12 (8.3%).
. LANDINGS - SHALL BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT
EXCEED 1:50 (2.0%) IN ANY DIRECTION.
• PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF
TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO
GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE.
WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), ADA RAMP REQUIREMENTS MUST BE ADHERED TO.
A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, SHALL BE PROVIDED. THE RAMP MUST HAVE
ADA HAND RAILS AND LEVEL LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY
DIRECTION (2.0%) FOR POSITIVE DRAINAGE.
• DOORWAYS - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY
FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS
THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE
DOORWAY OPENING CONDITIONS. (SEE [CC/ANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY COD.)
WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF
OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING
ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS
FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR
MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT
DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE
COMMENCEMENT OF WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM
LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS.
. THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY
NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR
TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE
NON -CONFORMING CONCRETE.
IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL
BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION.
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1. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY
CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION.
SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY
THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST
IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE
LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS)
WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
2. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT
LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC.
WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE WHICHEVER IS GREATER. THE CONTRACTOR MUST USE REFER
TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE
UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING
UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED
WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT
NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR
TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND/OR
DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE
CODES, REGULATIONS, LAWS, RULES, STATUTES AND/OR ORDINANCES, IT IS THE CONTRACTOR'S SOLE
RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING OF SAID CONFLICT AND/OR
DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT
ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO
COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE
AND LOCAL REGULATIONS,. LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME.
4. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL
ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS
RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING
REMOVED/RELOCATED DURING SITE ACTIVITY.
5. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND
IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE
PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES
AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY
COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND
CODES.
6. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY
GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES.
7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR
EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND
EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST
COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO
ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT
INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND/OR
CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND
CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO
CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE
ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR
MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME.
8. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY
COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES
REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE
APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING
CONSTRUCTION.
9. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED
UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE
PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS.
10. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE
RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR IS
RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN
THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE
GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION
REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS
PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS
TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE
RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES,
STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE
OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY
OWNERIDEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH
APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. EARTHWORK ACTIVITIES
INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE
RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS,
ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS
FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO.
11. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE
RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED WITH THE APPLICABLE
UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL
AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND
CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL.
FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE.
12. THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS,
AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR
IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE
CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING
PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO
EXCAVATION AND TRENCHING PROCEDURES.
13. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE
FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE
SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED.
14. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS
NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS,
RULES, STATUTES, LAWS, ORDINANCES AND CODES.
15. DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST
MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS -INSTALLED
LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY
INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT
ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE
COMPLETION OF WORK.
16. WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE,
THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER,
UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE
CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND
MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST
PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK.
17. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY
INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75%
MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM
ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), TO PREVENT PONDING. CONTRACTOR MUST
IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC
SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION
WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER,
CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS,
INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME.
18. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS
OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE. IT IS
CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO
INSTALLATION OF SAME.
19. REFER TO SITE PLAN FOR ADDITIONAL NOTES
20. IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN
WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN
WRITING, OF ANY DISCREPANCIES AND/OR CONFLICTS.
21. CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF
SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO
ENGINEER AND OWNER PRIOR TO INITIATING WORK ANY WORK.
22. WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS,
ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS/FOUNDATION ELEVATIONS
ARE NOT IDENTIFIED HEREIN AND ARE TO BE SETIDETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL
DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE
CONSTRUCTION OCCURS.
23. STORM DRAINAGE PIPE
UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH
SILT TIGHT JOINTS. WHEN HIGH -DENSITY POLYETHYLENE PIPE (HOPE) IS CALLED FOR ON THE PLANS, IT MUST
CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT
TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED
OTHERWISE.
24. ALL SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 26, PER CITY REQUEST.
25. STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR
MANHOLES STRUCTURE TO CENTER OF STRUCTURE.
26.STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS
RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PLANS.
27. SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE
CONDITIONS SO INDICATE MUST BE CONSTRUCTED OF STEEL REINFORCED CONCRETE DUCTILE IRON OR OTHER
SUITABLE MATERIAL.
28. SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOW OR INDUSTRIAL FLOW MUST BE
SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION
IS NOT POSSIBLE THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE
BOTTOM OF THE WATER MAIN OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH
JURISDICTION OVER SAME.
WHERE APPROPRIATE SEPARATION FROM A. WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN
CONCRETE OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF
AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION ONE FULL LENGTH OF SEWER PIPE SHOULD BE
LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES
UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED.
29. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE
LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT -LINED
DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE
APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION.
30. CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING
SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY
AND/OR STATE DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF
COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME.
31. WHERE BASEMENTS ARE TO BE PROVIDED FOR PROPOSED DWELLING UNITS, THE DEVELOPER SHALL,. BY BORING OR
BY TEST PIT, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED DWELLINGS. WHERE
GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA, BASEMENTS WILL NOT BE INSTALLED UNLESS SPECIAL
CONSTRUCTION METHODS ARE UTILIZED, TO BE REVIEWED AND APPROVED BY THE MUNICIPAL CONSTRUCTION CODE
OFFICIAL. IF AND WHERE SUMP PUMPS ARE INSTALLED, ALL DISCHARGES MUST BE CONNECTED TO THE STORM
SEWER. A CLEANOUT MUST BE PROVIDED PRIOR TO THE CONNECTION TO THE STORM DRAIN IN ORDER THAT
BLOCKAGES CAN BE ADDRESSED.
32. FOR SINGLE AND TWO-FAMILY RESIDENTIAL PROJECTS, WHERE THE PROPOSED DWELLING AND ADJACENT SPOT
ELEVATION(S) ARE SCHEMATIC FOR GENERIC BUILDING FOOTPRINT, GRADES MUST BE ADJUSTED BASED ON FINAL
ARCHITECTURAL PLANS TO PROVIDE A MINIMUM OF SIX (6) INCHES BELOW TOP OF BLOCK AND /OR SIX (6) INCHES
BELOW SIDING, WHICHEVER IS LOWEST, AND MUST PROVIDE POSITIVE DRAINAGE (2% MIN.) AWAY FROM DWELLING.
ALL CONSTRUCTION, INCLUDING GRADING, MUST COMPLY WITH THE LATEST LOCAL AND STATE BUILDING CODE AND
ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.
33. LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY.
34. CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE
NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER
THE PROPERTY.
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REVISIONS
REV
DATE
COMMENT
BY
ADDRESS COUNTY
1
10/9/18
COMMENTS
JQR
ADDRESS COUNTY
2
11/30/18
COMMENTS
JOR
ADDRESS COUNTY
3
2/22119
COMMENTS
JOR
ADDRESS COUNTY
4
4/24119
COMMENTS
JOR
ADDRESSACSA
5
5/15l19
COMMENTS
JOR
ARCHITECT
6
8/21119
COORDINATION
JOR
WATERLINE FIELD
7
9127/19
REVISION
JQR
8
11/23/2020
LETTER OF REVISION#1
JQR
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. Its free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: V202072
DRAWN BY: DSH
CHECKED BY: JOR
DATE: 6I22/2018
SCALE: N/A
III CAD I.D.: SDS
PROJECCTSITE ]PLAN
Ld®��T�ElQI TJ
LETTEROFF
REVISION #1
FOR
Wawa
LOCATION OF SITE
SEMINOLE TRAIL AND PROFFIT ROAD
ALBEMARLE COUNTY. VIRGINIA
M BK L E R
HNGYNEEItING
BLACKWELL PARK LANE, SUITE
WARRENTON, VIRGINIA 20186
Phone: (540)349-4500
Fax: (540)349-0321
No.052544
11 /23/2020
11- SHEET TITLE:
N%C)T[?S
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REVISIONS
REV
DATE
COMMENT
BY
ADDRESS COUNTY
1
10/9/18
COMMENTS
JQR
ADDRESS COUNTY
2
11/30/18
COMMENTS
JOR
ADDRESS COUNTY
3
2122119
COMMENTS
JQR
ADDRESS COUNTY
4
4/24/19
COMMENTS
JOR
ADDRESS ACSA
5
5/15119
COMMENTS
JQR
ARCHITECT
6
8/21/19
COORDINATION
JOR
WATERLINE FIELD
7
9/27/19
REVISION
JQR
8
11Y13/2020
LETTER OF REVISION#1
JQR
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. Its free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: V202072
DRAWN BY: DSH
CHECKED BY: JOR
DATE: 6/22/2018
SCALE: V = 20'
CAD I.D.: SS8
PROJEISITE PLAN
DOCUMENTS
LETTER OF
R EVISIOI� #1
FOR
We! Wff
LOCATION OF SITE
SEMINOLE TRAIL AND PROFFIT ROAD
ALBEMARLE COUNTY. VIRGINIA
® BH LER
E N G I N E E R I N G
8 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540)349-4500
Fax: (540)349-0321
No.052544
11 /23/2020
SHEET TITLE:
SITE PLAN
SHEET NUMBER:
C-3®1
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LEGEND
ACCESSIBLE PATH
ACCESSIBLE AREA
REVISIONS
REV
DATE
COMMENT
BY
ADDRESS COUNTY
1
10/9/18
COMMENTS
JOR
DRESS COUNTY
2
11/30/18
COMMENTS
JOR
ADDRESS COUNTY
3
2/22119
COMMENTS
JOR
ADDRESS COUNTY
4111/23/2020
4/24119
COMMENTS
JOR
ADDRESSACSA
5
5/15119
COMMENTS
JOR
ARCHITECT
6
8/21119
COORDINATION
JOR
WATERLINE FIELD
7
9127/19
REVISION
JOR
8
LETTER OF REVISION#1
JOR
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. Its free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: V202072
DRAWN BY: DSH
CHECKED BY: JOR
DATE: 6/22/2018
SCALE: V = 20'
CAD I.D.: SSS
PROJECTSITE PLAN
DOCUMENTS
LE
TTER OF
REVISION #1
FOR
Wawa
LOCATION OF SITE
SEMINOLE TRAIL AND PROFFIT ROAD
ALBEMARLE COUNTY. VIRGINIA
® BK L E R
ENGINEERIN G
8 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540)349-4500
Fax: (540)349-0321
No.052544
11 /23/2020
SHEET TITLE:
GRADING PLAN
SHEET NUMBER:
C-4®1
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REVISIONS
REV
DATE
COMMENT
BY
ADDRESS COUNTY
1
10/9/18
COMMENTS
JOR
ADDRESS COUNTY
2
11/30/18
COMMENTS
JOR
ADDRESS COUNTY
3
2/22119
COMMENTS
JOB
ADDRESS COUNTY
4
4/24/19
COMMENTS
JOR
ADDRESS ACSA
5
5/15/19
COMMENTS
JOB
ARCHITECT
6
8/21/19
COORDINATION
JOR
WATERLINE FIELD
7
9127/19
REVISION
JOB
8
11/23/2020
LETTER OF REVISION#1
JOR
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. Its free. It's the law.
NO I AI'PHOVtU FOR
CONSTRUCTION
PROJECT No.:
V202072
DRAWN BY:
DSH
CHECKED BY:
JOR
DATE:
6/22/2018
SCALE:
V = 20'
CAD I.D.:
SSS
�P.
NVA251931
8=1
ST
Pf 66
SAWCUT
/ IINV
NV C=519.1
o
I
IMI SOF DISTURBANCE
7
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PER FINAL 517E PLAN
/
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V„D.B 1750PG 514 / T �� ���
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STM iA8.117SPE5FASEMENT / ® ENGINEERING
15 SHOWN & REF. IN
119. 3396 PG 75
28 BLACKWELL PARK LANE, SUITE 201
41'TH DES PLUG W12" ROP. SAWC 7 0' JOINT
COMPRESSION FITTING CCES5,645EMENT en5i WARRENTON, VIRGINIA 20186
r 8 61 PG. 797 / Phone: (54n%349-4500
opi-GAT 1 N W LPE �. /�
T \ \ 70j F\f ° ° I .°b L I TYP 1- 2"MEfERANDDV SEE CSADETAILSW-7AANDW-7B) / herEng.com
IRR I / VA@BohlerEng.com
NOTE: CONTRACTOR ' d li RbP.4" GV OQ
OO7 B 1" RIGATION METER BOX A S TO PROP. PRIVATE /
TO TEST PIT THIS 007 1ypP I T CONFIRM METER SIZE (PER DETAIL W-6A) TEMP. OFFSITE _
AREA TO CONFIRM
APPROXCOC J �. �..__._.- E.� OQ,S ,
- `/C W CON. ESMT.
tIRGINA POWER EASEMENT ? LOCATION OF o PR / / `.
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u . • ° 1 PROP. BLOW /p Wq D.B. 5127 PG 42r
SEMBLy� (1)90° BEND
�O S �.� WT BT=524.75
0 STM a M=52.42 SAN TOP=518.30 //�_ EP
PROP SAN TOP R 518.42 ' CLEAR = 6.45' / -LQD W 0 p
DI-3B F-2 , , CLEAR = 6.38' -
�I iD. No.052544
y PROP. 15"RCP a STM /I 11/23/2020(v�
A-3 EX HOSPITAL WIL IP �
l;®// I AND WM VAULT �'
LIMITS OF DISTURBANCE r _ gg� // � / 7 ��
INLET `'1. �Op7 MH/II (1)90°- 1 1 /III
=53064 11 /7ryry PROP FROST FREE YARD HYDRANT INV=524.94 T 007 PROP. PR WET OF SITE CO . ESMT.
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�E :.1 Or
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VA f'O PAS'®� OF_ 649 � rRKc g7i,�,,,'V S7ED S°°FEO�JS ypfO�LY�Y SA 'o T NOTE: CONTRACTOR OR TO LOCATE EXISTItJG i9
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INV A ' Iy.17 V �� •��
INV E-51768
INV C=51753 �p �
INV O=51738 20" 077Li r- r11�EMENT
D.B. 718 PG. 157
20 10 5 0 20 NOTE:
1 "= 20'
1. AN INTERNAL BACKFLOW PREVENTER WILL BE REQUIRED FOR THE 2" DOMESTIC
WATER LINE SERVING THE PROPOSED BUILDING.
2. CONTRACTOR TO ENSURE THAT THE HOSPITAL WATER SERVICE REMAINS ONLINE
DURING ALL PHASES OF CONSTRUCTION.
H:UMp 2p�WNGSIPVWSEBU£RETi OFREVISIONN2020T2 .D4MPRINLE .CHUGHE 112320®335P I T$A fff:CHVGHES
NOTE: PARKING LOT AREA
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 INTERIOR PLANTING AREA
/ 0 I I I / HAND TREES SHALL BE EALTH OFT E PLANT. PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL
/ STEEP SLOPE AREA
CONTAINING MULCH
o I �/ AREA CONTAINING
RNERSTONE
I /
�LOD 0,�'-
0
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g pGN j : _ )' I\' A ES ASEMENV _ -
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SANN�ARY SEIAER 1
EASEMENT
'y�` 11 0GN J '-� —D.B. 1 LO PG. 81 ��
O /Y ,'. I�)_ .� r - 10 CA 28 PVI 1UAX __ a
AREA TO BE 3 . PIN.' 32A-02— lA
/ o y s000eo / I 11 DCN \ o ��/-j I ,_, MARTHA ✓fFFERSO1V HO,
/I 527 USE MEDICAL OFF16
LIMITS OF WORK -542_ �,,\ - J7 MP \ SA TIN ARY SEWER EA ENT /\
/ D.B. 1178 PG. 511 LIMITS OF WORK
AS SHOWN & REF. IN
D.B. 3396 G. 75 / IMITS OF DISU
h
I
LIMITS OF DISTURB
19 IGC -i /S APPROX L0C 10
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7 + 19 �s, 1 1'� . ' . �SCREfNING MATERIAL 1 ' O LOa\ I I NNTEC 40 PG. ENT ��VA E OPT -`` ® - LF D \
' � I
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40 PVI 5'OC r _ __
y 50�Q0 / 1 ° AREA TO �E MULCHED WITH \ A9 NOTE CONT CTOR ° o- o CS S,9 -
+11 MP TO PAINT VENT 1 3 RIVERSTONE, MIN 6" 2t _ I '
/ \ STACKS JAVA BROWN DEPTH OVER A WATER SI,\ AREA —
TO BE %9 CS
t.� ° - o ERMEABLE WEED BARRIER �T- SODDED _�
- a / %o181V. /
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9 TOE 1511
w r
,
NOTE: CONTRACTOR TO CONFIRM GAS AN `"`r FROFFITRO / EYE
APPROX CO N 15 �IRGINIA ELECTRIC LINE LOCATIONS AND DEPTH, PRIOR \ • - \ AOJACENT AD PARK/TUG 7- DISTURBANCE " - _ •, �{//"
POWER EMENT TO PLANTING. NO TREE ROOTBALLS TO BE _ -_ _ PORTlO/y 33q LF 11 PVI GN 1 /
�- OR 1178 PG 367 PLACED ON EXISTING UTILITIES. -
935,700
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/� y�l ®ppiV�007��ap_
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- _
WON PROFFIIT LLC C0 WALGREEN `Q4S, 41T ly/OTy �� 0 ��'�°
�SE. R7 A2 STORE / PosrEo s EEOB s R04, �arAY 4�
GENERAL NOTES:
CO REAL ESTATE TAX DEP _ I
1. THIS PLAN IS TO BE UTILIZED FOR LANDSCAPE PURPOSES ONLY.
20' UTILITY EASFA
2. ALL DISTURBED UNPAVED AREAS, EXCLUDING PLANTING BEDS, ARE TO BE INSTALLED AS SODDED LAWN IN ACCORDANCE WITH LANDSCAPE >�' \\ 08. 718 PG !_
SPECIFICATION #2.C., UNLESS OTHERWISE STATED ON THIS PLAN.
3. CONTRACTOR TO PROVIDE AN IRRIGATION DESIGN FOR BOTH LAWN AND BED AREAS. DESIGN IS TO BE SUBMITTED TO THE PROJECT
LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL CONTRACTOR IS ALSO RESPONSIBLE FOR ANY PRESSURE REDUCING DEVICES REQUIRED
TO MEET MAXIMUM PRESSURE REQUIREMENT. --` `_ 7C530/
4. ALL LANDSCAPE BEDS THAT ARE NOT ASSOCIATED WITH A STORMWATER FACILITY ARE TO BE INSTALLED WITH WEED BARRIER FABRIC (SEE
DETAIL).
S. WITHOUT EXCEPTION, WEED BARRIER FABRIC SHALL NOT BE USED AT THE BOTTOM OR SIDE SLOPES OF STORMWATER BMP FACILITIES.
6. SHRUBS PLANTED ALONG HEAD -IN PARKING STALLS SHALL BE INSTALLED MALLOW A CLEARANCE OF FIVE FEET FROM FACE OF CURB TO S _ _ 20 10 5 0 20
ALLOW FOR BUMPER OVERHANG. PlN4634-4
,IA—ZAN Z11WITED PARTNERSHLP
7. WHEN APPLICABLE, CENTER OF PROPOSED ORNAMENTAL OR EVERGREEN TREE SHALL BE OFFSET 6' FROM THE BACK OF RETAINING WALLS D.R. 1144 PG. 382 1 "= 29
(11' FOR SHADE TREES) TO PREVENT WALL FAILURE. FINAL PLANTING LOCATIONS SHALL BE COORDINATED WITH THE WALL DESIGNER. USE, VACANT COMMERCIAL
]LANDSCAPE COMPLIANCE CHART
SECTION
REQUIREMENTS
CALCULATIONS
COMPLIANCE
ONE (1) LARGE STREET TREE
SEMINOLE TRAIL U.S SITE 29
SHALL BE REQUIRED FOR
EVERY FIFTY (50) FEET OF
230 LF STREET FRONTAGE
STREET FRONTAGE, OR
PORTION THEREOF, IF
1/50 X 230 = 5 TREES REQUIRED
TWENTY-FIVE (25) FEET OR
2 CANOPY TREES PROVIDED AND
MORE. WHERE PERMITTED,
12 UNDERSTORY TREES PROVIDED
ONE (1) MEDIUM SHADE TREE
(UNDERSTORY TREES USED DUE TO OVERHEAD POWER LINE)
SHALL BE REQUIRED FOR
14 TOTAL TREES PROVIDED
32.7.9.5
EVERY FORTY (40) FEET OF
LANDSCAPING
ROAD FRONTAGE, OR PORTION
115 X 230 = 46 SHRUBS REQUIRED
ALONG STREET
THEREOF, IF TWENTY (20) FEET
57 SHRUBS PROVIDED
COMPLIES
OR MORE. IF REQUIRED
STREET TREES CANNOT BE
"+" INDICATED PLANT MATERIAL UTILIZED TO FULFIL THE
PLANTED WITHIN THE PARKING
REQUIREMENT
SETBACK OR WITHIN TEN (10)
FEET OF THE STREET
RIGHT-OF-WAY DUE TO SIGHT
PROFFIT ROAD U.S RTE 649
DISTANCE, UTILITY EASEMENTS
OR OTHER CONFLICTING
334 LF STREET FRONTAGE
REQUIREMENTS,. THEN THE
PLANTING STRIP SHALL BE
1150 X 334 = 7 TREES REQUIRED
ENLARGED TO ACCOMMODATE
10 TREES PROVIDED
THE TREES.
115 X 334 = 67 SHRUBS REQUIRED
71 SHRUBS PROVIDED
""INDICATED PLANT MATERIAL UTILIZED TO FULFIL THE
REQUIREMENT
AN AREA OF AT LEAST (5)
INTERIOR PARKING LOT LANDSCAPING
PERCENT OF THE PAVED
PARKING AND VEHICULAR
PARKING LOT AREA 37,343 SF
CIRCULATION AREA SHALL BE
LANDSCAPED WITH TREES OR
INTERIOR LANDSCAPING (5%): 1,867 SF REQUIRED
SHRUBS.
1,870 SF PROVIDED
PLANT MATERIALS MAY BE A
32.7.9.E
MIXTURE OF SHADE TEES AND
REQUIRED PLANTINGS PER 70 PARKING SPACES
LANDSCAPING
SHRUBS AND SHALL INCLUDE
NUMBER OF PARKING SPACES: 48
WITHIN A
ONE (1) LARGE SHADE TREE
CANOPY TREES: 5 (1 / 10 PARKING SPACES)
COMPLIES
PARKING AREA
PER TEN (10) PARKING
UNDERSTORY TREES: NA
SPACES.
SHRUBS: NA
EVERGREEN TREES: NA
PROVIDED PLANTINGS PER 10 PARKING SPACES
CANOPY TREES. 5
UNDERSTORY TREES: NA
SHRUBS: NA
EVERGREEN TREES: NA
"A" INDICATES PLANT MATERIAL UTILIZED TO FULFILL
REQUIREMENT
COMMERCIAL AND INDUSTRIAL
NORTH AND EAST PROPERTY LINE
USES SHALL BE SCREENED FROM
THE ADJACENT RURAL AREAS
HEDGES HAVE BEEN PROVIDED ALONG PROPERTY LINES THAT
ZONING DISTRICT. COMMERCIAL
ABUT ADJACENT PROPERTIES TO HELP MINIMIZE THE VISUAL
AND INDUSTRIAL USES SHALL BE
IMPACT. LOADING AND TRASH ENCLOSURE AREAS HAVE BEEN
SCREENED FROM RESIDENTIAL
SCREENED USING SMALL EVERGREEN TREES AND SHRUB
32-7-9.7
USES WHEN DEEMED NECESSARY
HEDGES.
SCREENING
BY THE AGENT UPON
CONSIDERING THE PROXIMITY OF
THE COMMERCIAL OR INDUSTRIAL
COMPLIES
USE TO THE RESIDENTIAL USE,
"W INDICATED PLANT MATERIAL UTILIZED TO FULFIL THE
THE NATURE OF THE COMMERCIAL
REQUIREMENT
OR INDUSTRIAL USE, WHETHER
THE USES ARE IN SINGLE -USE OR
MIXED USE DEVELOPMENTS, AND
OTHER CONSIDERATIONS HE
DETERMINES TO BE RELEVANT
UNDER SOUND ZONING
PRINCIPLES.
COMMERCIAL AND INDUSTRIAL
TREE CANOPY CALCULATION
USES: IF THE SITE IS TO BE
DEVELOPED FOR
GROSS SITE AREA: 67,665 SF
32.7.9.8
COMMERCIAL OR INDUSTRIAL
COMPLIES
TREE
USES, THE MINIMUM TREE
TREE CANOPY COVER REQUIRED (10%): 6,766 SF REQUIRED
CANOPY
CANOPY IS TEN (10) PERCENT.
(13.6%) 9,242 SF PROVIDED
TREES IN OFFSITE PLANTING EASEMENTS ARE NOT INCLUDED IN
THIS CALCULATION.
S WCE. ]LANDSCAPE SCHEDULE
KEY QTY.
BOTANICAL NAME
COMMONNAME
CAL.
CONT.
TREE CANOPY
TREE CANOPY
COVERAGE
SHAOETREES
ARB
2
ACER RUBRUMSOWHALL'
BOWHALL RED MAPLE
2112-TCAL
B+B
177
354
AROG
4
ACER RUBRUM DCTOBER(•'>_ORY
OCTOBER GLORY RED MAPLE
3.5"CALIPERMIN
B+B
397
1588
CLK
4
CUNRASTIS KENNKEA'SWEETSHADE'
SWEETSHADEYELLOWWOOD
3.5'CALIPERMN
B+B
299.
1166
QA
4
QUERCUS ALGA
WHITE OAK
3.5"GALIPER'MIN
B+B
243
972
UA
3
ULMUS AMERICANA'DELAWARE
DELAWAREAMERICAN ELM
217Y-TCAL
B+B
W
1191
UAX
2
ULMUSAMERICM DELAWARE
DELAWAREAMERICAN ELM
21J2-TCAL
B+B
NIA
NIA
SUBTOTAL
19
5261
ORNAMENTALTREES
AGAR
3
AMELANCHIERXGRANDIFLORA'AUTUMNBRILLVNCE
AUTUMN BRILLIANCE APPLE SERVICEBERRY
10-12'HBGHT
B+B
130
390
BNH
4
BEIULA NIGRA
MULTI STEM RIVER BIRCH
10-12'HEIGHT
B+B
397
1588
CV
5
CHIONANTHUS VIRGINICUS
WHITE FRINGETREE
10-12'HEIGHT
B+B
125
625
MV
7
MAGNOLIA VIRGIMANA
SWEETBAY MAGNOLIA
10-12'HBGHT
B+B
113
791
SUBTOTAL
19
3394
EVERGREEN TREES
CJY
S
CRYPTOMERIA JAPONICATOSHINO
JAPANESECEDAR
8 1 T HEIGHT
B+B
123.
369
IV
8
JUNIPERUSVIRGINIANA
EASTERN RED CEDAR
B10HEIGHT
B+B
16
128
TOE
8
THUJA OCCIDENTAUS'EMERALD'
EMERALD GREEN ARBORVITAE
8-10'HEIGHT
B+B
10
90
SUBTOTAL
29.
687
DECIDUOUSSHRUBS
CA
56
CLETHRA ALNIFOLIA
SUMMERSWEETCLETHRA
2430'HT
#5CAN
CS
27
CORNUS SERICEA
REDOSIER DOGWOOD
2430'HT
#5CAN
DGN
34
DEURIAGRACILIS'NIKKO'
COMPACTDEUTZIA
1&MI-IT
#2 CAN
IV
56
ITEAVIRGINICA'HENRY'S GARNET
GARNET SWEENPIRE
2430'HT
#5CAN
IVWR
42
ILEX VERTICILLATA'WINTER RED'
WINTER RED WINTERSERRY HOLLY
2430'HT
95CAN
MP
45
MYRICA PENSYLVANICA'BDBZAM'
BOBZAM DWARF BAYBERRY
1824HT
#SCAN
RAGL
14
RHUS AROMATICA'GRO LOW
GRO-LOW SUMAC
12-IB'SPRD
#3 CAN
SUBTOTAL:
274
EVERGREENSHRUBS
IGC
48
ILEXG1ABRA.'C9MPACTA'
DWARF INKBERRY HOLLY
243P HT
#5 CAN
SUBTOTAL
48
ORNAMENTAL GRASSES
PVI
248
PANICUM VIRGATUM'CHEYENNE SKY
CHEYENNE SKY SWITCH GRASS
-
#1 CAN
SUBTOTAL
248
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REVISIONS
REV
DATE
COMMENT
BY
ADDRESS COUNTY
1
1019/18
COMMENTS
JQR
ADDRESS COUNTY
2
11l30/18
COMMENTS
JQR
ADDRESS COUNTY
3
2/22119
COMMENTS
JQR
ADDRESS COUNTY
4
4/24/19
COMMENTS
JQR
ADDRESS ACSA
5
5/15/19
COMMENTS
JQR
ARCHITECT
6
8/21l19
COORDINATION
JQR
WATERLINE FIELD
7
9/27/19
REVISION
JQR
8
11/23/2020
LETTER OF REVISION #1
JQR
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. Its free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
OF PROJECT No.: V202072
DRAWN BY: DSH
CHECKED BY: JQR
DATE: W2/2018
SCALE: 1" = 20'
CAD I.D.: LP8
PROJECTSITE PLAN
DOCUMENTS
LETTER OF
]F
REVISION #1
FOR
V e
Wawa
LOCATION OF SITE
SEMINOLE TRAIL AND PROFFIT ROAD
ALBEMARLE COUNTY. VIRGINIA
® BOIL LER
E N G I N E E RING
BLACKWELL PARK LANE, SUITE 201
11
WARRENTON, VIRGINIA 20186
Phone: (540)349-4500
Fax: (540)349-0321
No.052544
11/23/2020
SHEET TITLE:
LANDSCAPE
PLAN
SHEET NUMBER: �— /'b//
®1
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GN
PIN.• 32-38
AIRPORT PLAZA LLC
D.B. 4622 PG. 319
USE RETAIL STORE
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AS SHOWN ON PLAT RECORDED b.1 b. O 11, � 5-, EASEMENT X
N P 744 �' -D.B. 1600 PG. 8Y•a b.1
LUMINAIRE SCHEDULE
SYMBOL
QTY
LABEL
ARRANGEMENT
LUMENS
BUG RATING
LLF
ARR. WATTS
TOTAL WATTS
MANUFACTURER
DESCRIPTION
@c1
3
A4
SINGLE
9843
B7-UO-G3
1.030
133
399
CREE, INC.
ARE-EDG-3MB-DA-08-E-UL-BZ-525-40K
@c1
2
A6
SINGLE
1754
BO-UD-Gt
1.030
25
50
CREE, INC.
ARE-EDG-3MB-DA-02-E-UL-BZ-350-40K
1
B1
SINGLE
12425
B3-UO-G2
1.030
134
134
Cree Inc.
ARE-EDG-4M-DA-06-E-UL-BZ-700-40K-
99
1
B3
2 (aD 90 DEGREES
12425
B3-UO-G2
1.030
268
268
Cree Inc.
ARE-EDG-4M-DA-06-E-UL-BZ-700-40K-
1
B4
SINGLE
9359
B7-UO-G2
1.030
134
134
CREE, INC.
ARE-EDG-4MB-DA-WE-UL-BZ-700-40K
®
24
C3
SINGLE
5225
B2-UO-GO
1-030
43
1032
CREE, INC.
CAN-304-PS-RD-04-E-UL-WH-350-40K
0
10
Dt
SINGLE
1652
B2-UD-GO
1-000
272
272
Cree Inc
KR6-20L-40K-120V + KR6TSSGC-FF (TRIM OPTION)
0
2
S1
SINGLE
2659
BD-U5-G2
1.000
20
40
FC/SSL Lighting
FCWS7170-XXX-40K-2500-CRI85-CC
0
2
S2
SINGLE
2650
BD-U5-G2
1.000
20
40
FC/SSL Lighting
FCWS7168-XXX-40K-2500-CRI85-CC
®
1 B
1 W1
SINGLE
4104
B7-UO-GI
1.030
1 44.6
1267.6
j CREE, INC.
j SEC-EDG-3M-WM-04-E-UL-BZ-350-40K
®1
4
1 W4
SINGLE
2138
B1-U0-G1
11.030
125
1 100
1 CREE, INC.
I SEC-EDG4M-WM-02-E-UL-BZ-350-40K
r C �
Gr1 ►c�
i
0 D.8 661 G, .0.1 `b. lc,
o 6.0 1 b. YA .5 b.1 b.1 6.0
b., ` ,L _ t 6.1 6.0
/ 4.2 T 1.5 5 O b K� M b.1 6.0
LIMITS OF WORK 6.3 T 0 1\ o SA pRY SEWER S • ENT-�J
°O 6.1 �� b.7 �T ` "'42 6 \\ D.B. SHOWN PG i41
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LIMITS OF DISTUR CE / b 0 b.1 b b.4 5.4 , / \ \ LIMITS OF DIS U ct4 /
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5.5 .b.6 ° FFE = 534.00'
0 0 4.1 ° w 0 g d b 9 , BUILDING HEIGHT=±28'
b.0 / {�.2 // + b.3 a < i 6,049 SF
\/ 48 SPACES
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6.7 5.3 f 6.8 d 5
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b.o 111RGiNAP 117C,E�L 77T b.0 b 0.1oo? 6:2 --„_ $3
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PR 419tlDERG OUN
M 3 �.
111
1 1
I 1
1
EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A
FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINGING
RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES
ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED
ONE HALF FOOTCANDLE.
NOTES:
- AREA LIGHT #7 INSTALLED ON A 20 FT. POLE MOUNTED ON A 3 FT. CONCRETE BASE
LOCATED AT 3 FT. BELOW WAWA FINISHED GRADE; EFFECTIVE MOUNTING HEIGHT
RELATIVE TO WAWA FINISHED GRADE IS 20 FT.
- ALL OTHER AREA LIGHTS ON 19.5 FT. POLES MOUNTED ON 0.5 FT. CONCRETE BASES
- ALL CONCRETE BASES TO BE 5 FT. BEHIND CURB
PIN.- 32A-02- IA
MARTHA 1EFFTRSO1V HOSPITAL
D.B. 1475 PG. 057
USE. MEDICAL OFFICE
i -LIMITS OF WORK '
6.0
I
6.0 1,
0.7 <O�N
0
1Ob\ 60
b. 6.0
6.0
_ 0.1
�1 _ -b� 6.0 b.
o
T 6.3 6.21 I 6.1 1 --''
b. b.4 ' b.2 6.1 b' b
�.4 o b. b.o 1
'.1 0 1
\
!I b. APPI�Q . LOC
6 b.2 U 10' lk};40' CONSTRUCTION
LUMINAIRE LOCATION SUMMARY
LUM NO.
LABEL
MTG. HT.
1
A4
20
2
A4
20
3
A4
20
4
A6
20
5
B1
20
6
B3
20
7
B4
20
8
A6
20
9
C3
16
10
C3
18
11
C3
18
12
C3
16
13
C3
16
14
C3
18
15
C3
18
16
C3
16
17
C3
16
18
C3
18
19
C3
18
20
C3
16
21
C3
16
22
C3
18
23
C3
18
24
C3
16
25
C3
16
26
C3
18
27
C3
18
28
C3
16
LUMINAIRE LOCATION SUMMARY
LUM NO.
LABEL
MTG. HT.
29
C3
16
30
C3
18
31
C3
18
32
C3
16
33
DI
9
34
DI
9
35
D1
9
36
D1
9
37
D1
9
38
DI
9
39
DI
9
40
DI
9
41
DI
9
42
DI
9
43
S1
9
44
S1
9
45
S2
9
46
S2
9
47
W1
15.5
48
W1
15.5
49
W1
15.5
50
W1
15.5
51
W1
15.5
52
W1
15.5
53
W4
15.5
54
W4
15.5
55
W4
15.5
56
W4
8
FOOTCANDLE CALCULATION SUMMARY
LABEL
AVG
MAX
MIN
AVG/MIN
MAX/MIN
CANOPY
23.19
35
9
2.58
3.89
DELIVERY
5.09
5.7
4.4
1.16
1.30
ENTRANCES & EXITS
3.83
8.0
1.3
2.95
6.15
PAVED
2.43
7.0
0.3
8.10
23.33
ROW
0.19
0.5
0.0
N.A.
N.A.
UNDEFINED, 4 FT BELOW
0.20
1.8
0.0
N.A.
N.A.
UNDEFINED, FINISHED GRADE
0.60
6-6
0.0
N.A.
N.A.
°psi 0.1 \ \ 0.0 2. 6.1 b.1 I:_MLiV;
/2.5 S 0.1 �5PG75
q b.1 0.0
o i b.1
/15 � bA
SITE LIGHT TO BE PL&MD WITH / .0
BASE 36"IN HEIGHT 0
b.P / 6
ST
b.,
/ bLIMITS OF DISTURBANCEb, b
6.1
6.2
® b,
.7 / CALCULA DINTggAT4 BEL GRADE
0.4 2 0.0 .0
.3 ° 6.0 a.,CC 0.1
5 / I 6.0 /I 6.0 ,;S£MENT
I I
E3/�1.8I 0-0 0.0 °G. 574
i 72.0 / 63. i I 0.0 : AlENT
6.1 ILI
+
65 I ✓i
l + /^ � I • + � + o T3.1 / tp 2
b.5 i! Y /' b.oQa-/
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4.5 b.o6.2
/
i
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�
APPROX L0C 15' VIRGINIA 6.0 0.1 .0
POWER EASEMENT b 0 ITS OF DISTURBANC b 0
- -�- D.R. 1176 PG 367 b.0 1 b.0
pR®�,�r 6.0 6.0
PIN. J2-J7CC.0 - 4//qB ��®AD e �6'o°
WGN PROFFITT LLC CO WALGREEN aS, y'70T11 OF_ 6�9
CO D.O REAL ESTATE
PG. 692
USE STOREDEP °S7ED s°EEo 5 MPy �glyq
J 6 5 / `.0
3 6.5 2 '
6.2 / �[2 /
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b.-0 2 b 1
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b.1 b 1 r007 ��
6.0 6.1 6.1 6.1 \ \. I 6.N - .CIO
6.0 b.o
b.o 6.0 b.o b.o 6.0
An
20 10 5 0 20
1I.= 20'
REVISIONS
REV
DATE
COMMENT
BY
ADDRESS COUNTY
1
10/9/18
COMMENTS
JOR
ADDRESS COUNTY
2
11/30/18
COMMENTS
JOR
ADDRESS COUNTY
3
2/22119
COMMENTS
JQR
ADDRESS COUNTY
4
4/24/19
COMMENTS
JOR
ADDRESS ACSA
5
5/151,9
COMMENTS
JQR
ARCHITECT
6
8/21/19
COORDINATION
JOR
WATERLINE FIELD
7
9127/19
REVISION
JOR
8
11/23/2020
LETTER OF REVISION#1
JQR
1
10
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. Its free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: V202072
DRAWN BY: DSH
CHECKED BY: JOR
DATE: 6/22/2018
SCALE: V = 20'
CAD I.D.: SSS
PROJECTSITE PLAN
DOCUMENTS
LETTER OF
REVISION #1
FOR
Wawa
LOCATION OF SITE
SEMINOLE TRAIL AND PROFFIT ROAD
ALBEMARLE COUNTY. VIRGINIA
® BkK LER
ENGINEERIN G
8 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540)349-4500
Fax: (540)349-0321
No.052544
11 /23/2020
SHEET TITLE:
LIGHTING PLAN I
SHEET NUMBER:
C-7®5
H:, MG 20R:ll WNGSIPVW $EBLLERQi OF RE SIONNWUO 2 .D4M PRINLE . CHUGHE 1123.M C TM P L T $AVE . CHVGHE
AREA
SYMBOL: I QTY: I LABEL:
I 3 A4
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2 I A6
= I
ARE-EDG-3MB-DA-02-E-UL-BZ-350-40K
T 1 131
1 133
ARE-EDG-4M-DA-06-E-UL-BZ-700-40K
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REV
DATE
COMMENT
BY
ADDRESS COUNTY
1
10l9/18
COMMENTS
JQR
ADDRESS COUNTY
2
11/30/18
COMMENTS
JQR
ADDRESS COUNTY
3
2/22/19
COMMENTS
JQR
ADDRESS COUNTY
4
4124/19
COMMENTS
JQR
ADDRESS ACSA
5
5/15/19
COMMENTS
JQR
ARCHITECT
6
8/21/19
COORDINATION
JQR
WATERLINE FIELD
7
9127119
REVISION
JOR
8
11/23/2020
LETTER OF REVISION #1
JQR
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: V202072
DRAWN BY: DSH
CHECKED BY: JQR
DATE: 6/22/2018
SCALE: AS NOTED
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Fax: (540)349-0321
No.052544
11 /23/2020
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REVISIONS
REV
DATE
COMMENT
BY
ADDRESS COUNTY
1
1019/18
COMMENTS
JOR
ADDRESS COUNTY
2
11/30/18
COMMENTS
JQR
ADDRESS COUNTY
3
2122/19
COMMENTS
JOR
ADDRESS COUNTY
4
4124/19
COMMENTS
JQR
ADDRESS ACSA
5
5115119
COMMENTS
JOR
ARCHITECT
6
8/21/19
COORDINATION
JQR
WATERLINE FIELD
7
9127119
REVISION
JQR
LETTER OF REVISION #1
JQR
L11/23/2020
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: V202072
DRAWN BY: DSH
CHECKED BY: JQR
DATE: 6/22/2018
SCALE: AS NOTED
AS CAD I.D.: SD8
PROJECT SITE
PLAN
DOCUMENTS
LETTER OF
REVISION #1
FOR
LOCATION OF SITE
SEMINOLE TRAIL AND PROFFIT ROAD
ALBEMARLE COUNTY. VIRGINIA
BOH LER
ENGINEERING
BLACKWELL PARK LANE, SUITE
WARRENTON, VIRGINIA 20186
Phone: (540)349-4500
Fax: (540)349-0321
No.052544
11 /23/2020
SHEET TITLE:
LIGH°][°IN,lJl
DETAILS
SHEET NUMBER:
PRINTED BY CHUGHES 112320 Q 326 PM L STSAVEG BY CHUGHES
C-7Oi
J