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Home My WebLink AboutARB202000127 Plan - Approved 2021-03-12�,l OF AygF J2 ° m `�RCIN�P� COUNTY OFALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902 Phone (434) 296-5832 Fax (434) 972-4126 February 23, 2021 Jonathan Q. Richie Bohler Engineering 28 Blackwell Park Lane, Suite 201 Warrenton, VA 20186 RE: LOR #1 for SDP-2018-048 Wawa Final Site Plan Tax Map/Parcel Number 032AO-02-00-OO I A2 Dear Jonathan, This letter is to approve as a Letter of Revision changes to the above referenced site plan including the relocation of landscaping, the addition of a 2' retaining wall, and the addition of electric charging stations and related equipment. This is the I' Letter of Revision for this site. A total of three (3) Letters of Revision are allowed before all changes to the plan are required to be submitted in the form of a site plan amendment. Sincerely, !� L5 AVD4 Khris Taggart Planner Attachments: Letter of Request Site Plan Change Application for Letter of Revision a X❑ Letter of Revision = $108 This application may require additional review by the Fire Marshal. Fees in addition to those shown on this application may be required as required by the Fire Prevention Code Fee Schedule. A copy of the schedule is available from the Fire Marshal. Final Site Plan Name and Number: SDP02018-00048 Contact (who should we contact about this project) Street Address 28 Blackwell Park Lane, Suite 201 City Warrenton State VA zip code 20186 Phone Number (540) 349-4500 Email jritchic0bohtereng.com Owner Of Record Charlottesville Proffit, LLC c/o Renaud Consulting Street Address 8605 Westwood Center Drive, Suite 410 City Vienna state VA Zip Code 22182 Phone Number 701-404-2346 Email mfontaine@renaudconsulting.net Applicant_ Testa, Inc. Street Address 160 Van Brunt Street City Brooklyn state_ NY Zip Code 11231 Phone Number 510-289-4108 Email_ jkarp@tesla.com SUBMITTAL REOUIREMENTS: ll The appropriate fee, (� The site plan number that the change applies to, l� A request letter describing the proposed changes from the owner or authorized agent, X 4 copies of the plan that shows the proposed changes, Changes must be shown on the sheet or sheets from the approved final site plan site plan, or on an I t"XI7" copy of that portion of the approved final site plan. Owner/Applicant Must Read and Sign 1 hereby certify that the information provided on this application and accompanying information is accurate, true and correct to the best of my knowc of my cc and belie belie 11/20/2020 Si * t r of Owner, Agent Date Mark Fontaine 703-404-2346 Prmt Name Daytime phone number of Signatory FOR OFFICE USE ONLY LOR # Fee Amount $ Date Paid By who? Receipt 4 ck# By: County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 9724126 REVISED 4/23/2018 Page I of l BOHLERI Albemarle County Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Attn: Cameron Langille Dear Mr. Langille: 28 Blackwell Park Lane, Suite 201 Warrenton, VA 20186 o. 540.349.4500 November 23, 2020 Via Electronic Mail Re: Letter of Revision Narrative Wawa 3267 Proffit Road Charlottesville, VA 22902 BE #V202072 Bohler is pleased to submit on behalf of Tesla, Inc., the Letter of Revision for the above referenced project. The proposal includes plan revisions to revise grading (to include a retaining wall), landscaping, and lighting to accommodate two transformer pads and additional infrastructure for charging station parking area. The materials previously approved by the ARB will be incorporated into this revision, therefore a new materials board is not required for submission. Should you have any questions regarding this project or require additional information, please do not hesitate to contact me at (540) 349-4500. Sincerely, JQRPob H:1201V2020721Administrative\Letters1201123 Letter of Revision Narrative.doc Q. Ritchie, P.E. SITE 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) 60490.8 = 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 TRUCKIOVERSIZED 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 ±43 FEET (NORTH) AND 391 FEET (EAST) PROPERTY LINES) REQUIRED PARKING SETBACKS FRONT YARD(SEMINOLE TRAIL N/A AND PROFFIT ROAD) SIDE YARDS(NORTH AND EAST N/A PROPERTY LINES) PROVIDED PARKING SETBACKS FRONT YARD(SEMINOLE TRAIL ±10 FEET (SEMINOLE TRAIL), t6.7 FEET (PROFFIT ROAD) AND PROFFIT ROAD) SIDE YARDS(NORTH AND EAST i6.0 FEET (NORTH), t7.5 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 t6.0 FEET (NORTH), 37.5 FEET (EAST) PROPERTY LINES) BUILDING TYPE W50T-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 PLANNER/ZONING ENGINEER INSPECTIONS ARE DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT 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 1027/17. REVISED 1018118. ASBUILT SURVEY: ASBUILT SURVEY, WAWA 3267 PROFFIT ROAD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA PREPARED BY BOHLER ENGINEERING VA, LLC. PROJECT NO. SR162083. DATED 12/1920. REVISED 4130120 BUILDING PLAN: "WAWA MARKET, NEC RT 29 & PROFFIT RD. CHARLOTTESVILLE, VA STORE#8659-PRF" PREPARED BY CUHACI & PETERSON. PROJECT NO. 2180068. DATED 07/1212019. 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 11/17117. TESLA PLAN: "TESLA WAWA #86559 CHARLOTTESVILLE VA" PREPARED BY DEWBERRY ENGINEERS INC. PROJECT NO. 50123704. DATED 1111820. 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 3054TH STREET NVJ CHARLOTTESVILLE, VA 22903 TEL: (434) 970-3800 W SITE PLAN DOCUMENTS LETTER OF REVISION #1 S TO SDP02018-00048 FOR LOCATION OF SITE 3267 PROFFIT ROAD CHARLOTTESVILLE, VA 22901 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA TAX MAP: 32A-02-1 pe cIle a ov�xa 4�y„[ 9 oRa c\ 9i SITE�� 3€ y4 Say' Enn e P g4tl Tantas �4jGr s 2 q p0 h" pun C P. Hwra1 �9i+o LOCATION MAP COPYRIGHT ADC THE MAP PEOPLE PERMIT USE NO. 20602153-5 SCALE: 1"=2000' DEVELOPER OWNER RC DEVELOPMENT GROUP, LLC 8605 WESTWOOD CENTER DRIVE, SUITE 410 VIENNA, VA 22182 CONTACT: MARK FONTAINE (703) 404-2346 PREPARED BY CHARLOTTESVILLE PROFFIT, LLC 1401 BROAD STREET CLIFTON NJ, 07013 CONTACT: MARK FONTAINE (703) 431-6938 — . •TV • 11—TE N G I N E E R I 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. O'� r 1 1 Khristopher Taggart, Digital Signature Approved Plan February 23, 2021 SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET C-101 GENERALNOTES C-102 SITE PLAN C-301 GRADING PLAN C-401 UTILITY PLAN C-501 LANDSCAPE PLAN C-701 LIGHTING PLAN C-705 LIGHTING DETAILS C-706 - C-707 r HL2 0 Kr drr mew Emro -kA 0hmi _ rR L51" NET zwn ai3i' nmm -,A.1.GET m YL0 C"'s -1. MT V 11 Bi 1 s41 REVISIONS REV DATE COMMENT BY DRESS COUNTY 2 11/30/18 COMMENTS JQR ADDRESS COUNTY 3 2122/19 COMMENTS JOR ADDRESS COUNTY 4 4/24/19 COMMENTS JOR ADDRESS ACSA 5 5/15/19 COMMENTS JOR ARCHITECT 8 8/21/19 COORDINATION JOR 7 9/27/19 WATERLINE JQR FIELD REVISION LETTER OF 8 11/23/2020 REVISION #1 JQR 9 12/1112020 CLIENT REVISIONS JQR ADDRESS COUNTY 10 QL 1/29/2021 COMMENTS JQR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT No.: V202072 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: AS NOTED CAD I.D.: SD8 "WPLAN DOCUMENTS LETTER OF REVISION #1 LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY. VIRGINIA ENGINEERING BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 . No.052544 1 /29/2021 r SHEET TITLE: COVER SHEET SHEET NUMBER: C-101 PRIMED BY: WOHNSON 1.2821®4$0 PM UST MA BY: WOHNSON GENERAL NOTES: CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS. 1. THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN: • 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 10126/17. REVISED 1018/18. 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 EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9. CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS "OF RECORD" FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRYIEXIT 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 METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 17. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES, AT ANY TIME. 18. ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER THE COMPLETION OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 19. BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND/OR METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 20.NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN NOTE 19 FOR JOB SITE SAFETY. 21. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND FURTHER SHALL DEFEND INDEMNIFY AND HOLD HARMLESS THE ENGINEER TO THE FULLEST EXTENT PERMITTED UNDER THE LAW IN ACCORDANCE WITH PARAGRAPH 19 HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED TO SAME. 22. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE. 23. ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY APPROVED SUPPLEMENT. 24. ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR AND/OR OWNER FAIL BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS. 25. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 26. ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE. 27. ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS. 28. CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 29. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON -SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE. 30. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF "PROFESSIONAL OPINION" REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. 31. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED GENERAL DEMOLITION NOTES: 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 10126/17, REVISED: 10/8/18 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. 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 ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: • PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. • CURB RAMPS - SLOPE SHALL NOT EXCEED 1:12 (8.3%). • 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. GENERAL GRADING & UTILITY NOTES 1. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE LOWEST INVERT POINT OF CONNECTION AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS CROSSINGS WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE WHICHEVER IS GREATER. THE CONTRACTOR MUST USE REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND/OR DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE CODES, REGULATIONS, LAWS, RULES, STATUTES AND/OR ORDINANCES, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND/OR DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME. 4. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY. 5. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 6. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES. 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND/OR CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME. 8. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 9. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 10. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY 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 SET/DETERMINED 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. b 2 �p s 0 P4 tv 8 K i 1-4 - .a t i m �� a� PO z §o IiiiiiiMM4 of SN w WW w --5 z w (7 W U U > w w - - � 8� ur z r sffi Fps W Fi - w ¢ x w z m J > Z U W N O w3 J- W N ¢ a z ¢ Oz y w z r O a U Z U F O a Q C7 N a � �{ Z O y (A J - ¢ of n. 0 y W Z am a z - Fa u 3 ~ pg w ��i pq �. 1 9 -- w� � p �g �\ w 0 X REVISIONS REV DATE COMMENT BY DRESS COUNTY 2 11/30/18 COMMENTS JQR ADDRESS COUNTY 3 2122/19 COMMENTS JOR ADDRESS COUNTY 4 4/24/19 COMMENTS JOR ADDRESS ACSA 5 5/15/19 COMMENTS JOR ARCHITECT 6 8/21/19 COORDINATION JQR 7 9/27/19 WATERLINE JOR FIELD REVISION LETTER OF 8 11/23/2020 12/1112020 CLIENT REVISIONS JQRREVISION#19 ADDRESS COUNTY 10 1/29/2021 COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT No.: V202072 DRAWN BY: DSH CHECKED BY: JOR DATE: 6/22/2018 SCALE: WA CAD I.D.: SD8 "WPLAN DOCUMENTS LETTER OF REVISION #1 Y "wa 0 LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY. VIRGINIA j BIGHLEILR. E N G Y N E H B I N G BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 . No.052544 1 /29/2021 r SHEET TITLE: GENERAL NOTES SHEET NUMBER: C-102 C\PROGRAMDATAWHLE�3D=M2 MP PUBLISH __M62NV2J20 WO.O PRIN BY: WOHNSON 12921@C: PM M4 DBY: WOHNSON W N z io S >� APPROX LOC EX ROW POST PROP. STONE SHOULDER WITH 4" 21A p0 / �0 TOPPING ( CONTRACTOR TO FILL GRADE: pX DIFFERENTIAL WITH 2IA GRADE)' p� PROP. "NO LEFT TURN' / ( R3-2 SIGN PIN- 32-38 ) AIRPORT PLAZA LLC D.B. 4622 PG 319 USE RETAIL STOREPROP. CG-6 �s\ 6 PROP. "NO L U PROP. (R3-2)SIGN 15' oo SIGN / r / EYE LO / PROP. RAISED R0. 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STONE SHOULDER WITH 4" 21A TOPPING ( CONTRACTOR TO FILL GRADE DIFFERENTIAL WITH 21A GRADE) EX EOPA / / o AIRPORT SIGN X-CUT �ECEV.=545.57 UP N0j NO F SIGN I CONC. ECEC. PAD OVER OFFSITE i N LOT 2 D.B. 5127 PG 428 OP. PRIVATE TEMP. OFFSITE INSTRUCTION ESMT. IMITS OF WORK ASPHALT PAVEMENT -LO 9• _ 1-3 s> ® ST PROP 1-1 TOP STM E-3 9 \ zl SAN \ \ 2 FIR \ F MH-1 SAN 1 \ STN MARKING (TYP) 30. PROP. SITE LIGHY' TYP) / �� / / • ® SEE DETAIL FOR m _ U as .PROP. BOLLARD (TYP) PROP H-1 PROP. FUEL ADA STRIPING ° MM $5' CANOPY / ` % :a ". Aj TAPER /� PROP. CANOPY LIGHT •• ®� • PROP. TRENCH DRAIN y /lr (TYP) • o • . ° STM 'PROP.'ADA d /\. A-2 DRSITE LIGH (TYP) // .• ® .. - SIGNiz� m PROP. EMERGENCY • ® ` PROP. SITE LIGHT ( )a ° . ° a ° ,�/ °/®" '/®/I SE M 1 PUMP SHUTOFF ` ` PROP. PLANTER RETAIL SPACE PROP. TRASH / a 4" YELLOW PAINT - �/ 65p0, (TYP) .. a FFE = 534.00' CONTAINER d •. Q (TYP) / ' 7 3610�60 0 ®� . * BUILDING 6,049HEIGHT =t28' 48 SPACES F TRAFFIC / ® 33.9, ° PRO . . COVER (TYP) / • . ` PROP MOD DI-13 /L a, ° 25' Sao ad. PROP. TRASH PROP RETAINING PROP WAWA \ WALL WITH RAILING STANDARD CURB W/ ` SIGN BY OTHERS) STAMPED CONCRETE a ° ° \ rX \ \ n CONCRETE �P N 10 °a TRANSFORMER ` 7SIR PAD (PER PROP. LANDSCAPE ° /1 007 SPECIFICATION) ISLAND N 2'R ° a 9Lp 7 � SPECIFICATION) NQ; 007\ 90' BSL PER PLAT d 4 Q< l O, Rl G \ 007` �C07, \ 4 38,, Vpo \ o N74°43'11"W i \� APPROX LOC. �.� WRGINIA POWER EASEMENT EOCE p'`•.or/_ <�+rf OR 1176 PG.75�/ PIN' 32-37C WGN PROFF17T LLC C.0 WALGREEN CO REAL ESTATE TAX DEP D. H. 3790 PG. 692 USE RETAIL STORE olj�\ UP J,4412 APPROX LOC. I VIRO/N POWER EASEMENT D.B. 1176 PC 367 I I�IIIIII� ^ u ��s �i®i;;,��ll' , I D.B. 661 PO 744 'P ° L/ 3 0, DLLARD (TYP) 4" YELLOW PAINT " a: PROP. LANDSCAPE ISLAND ..... 31 (TYP) h PROP. BOLLARD(TYP) N I PROP. WAWA \93 _ 9.3 y STM 2R STANDARD CURB W/ r / F1 STAMPED CONCRETE h CHARG POST 93, (TYP) - OLLAR MOUNTE 9.3, 5' _ 9 '- 19 l 6 VPp PARKING SIGN (TYP) 10' — .7. ' a 58' �N73°29341W' PROP. AIR TOWER - _ ° o 7� Typ PROP ROW 6.3' PROP. SAWCUT 434.3, G�_% 4' h _ � PROP. CG-6 PROP=.. O STM ® F-2 NII°p�g9" "-, w14215' CON TRACTOR TO MATCH -.:: PROP. CLOSURE OF ^ EX. CURB AND GUTTER - �EXI TING ENTRANCE a \ PROP ROW- 1 0 S \ --___ PROP SUPERCHARGER CABINET _ --- --._ ON CONC PAD SEE NOTES 1 AND 3 NOTE: FOR SPECIFIC VEHICLE CHARGING EQUIPMENT LOCATION, SIZE, TYPE, AND SPECIFICATION SEE PLAN TITLED TESLA WAWA #86559 CHARLOTTESVILLE VA, PROJECT NO. 50123704, DATED 11/18/20 PREPARED BY DEWBERRY ENGINEERS INC. CONTRACTOR TO NOTIFY OWNER AND ENGINEER IN WRITING OF ANY DISCREPANCIES OR CONFLICTS FOUND PRIOR TO CONSTRUCTION OR PLACEMENT OF VEHICLE CHARGING EQUIPMENT. 7 4�1*111F�SCd@�!" .a� I.a •V n'4/T �' V"� A' - �'� v v v�' S ACCESSIBLE PATH PROP. MONUMENT I ` SIGN °�:U 4YH/TE � //NE / \ PIN., 32A MARTHA JEFFERSON SON H HOSPITAL D.S. 1415 PG. 057 USE MEDICAL OFFICE T 19A SDN AP 0. L0C 10 NTEC EASEMENT D.. 408 PG. O ADA � PROP. SAWCUT SIGN C0 BENCHMARK y¢ • �� X-CUT RC .. -526.56 / \ I SGV _ \ PROP. LANDSCAPE WALL, APPROX. LOC. BOUNDARY LINE \ 10' TEMP CONSTR1100N ADJUSTMENT APPROVED CASEMENT WITH#201900000134 O.B. 3396 PG. 75 DB 05127, PG 0428-00432 U i78°32?6E 554 � e Q 3 � !INE ST N � O�ELLOW . h PROP. LANDS APE kALL PROP GU IL IS R-2) _ ASPHALT APPROX LOC ® PAVEMENT 20' WATER EASEMENT, DB 3396 PC 75 P / SITE LIGHT TOPLACED WITH BASE 36' IN HEIGHT _III ST PfUP SAWCUT / LIMITS OF DISTURBANCE / !� E, 12.6' cj i I �r HATCH LEGEND it !I � LI HT (TYP) � / i TRENCH DRAIN PROP. "STOP" SI N LOD.. PROP. CG-3 PROP"ST PAHEAD --� 9 SIGN 16' • 3.2' 22.2' /,R L CATE �LSTOPZI N CON C TO/ v� REP !CEC RBI IND. LEFT \\\ TURN" (R3-2) S N 20" UTILITY EASEMENT OR 718 PG 157 FOR SIGHT DISTANCE— / CONTINUATION SEE SHEET C-703 v%SEMENT 1 PG 797 PROP. PRIVATE TEMP. OFFSITE C0� CONTRACTOR TO REPLACE ANY DAMAGED LANDSCAPING IN KIND IF DISTURBED DURING / GGVVV WV PROP. PR ATE TEM OFFS. ITE CON. PAVEMENT & ADA STRIPING a ° STANDARD DUTY CONCRETE d a HEAVY DUTY CONCRETE d PROP BUILDING (SEE ARCH DRAWINGS) STANDARD DUTY ASPHALT PAVEMENT AREA OF WP-2 OVERLAY H = oH�K GN NOTE: 1. CONTRACTOR TO CONFIRM CABINET DOORS OPEN AND DO NOT HOSPITAL SICONFLICT WITH GUY WIRES. RELOCATE GUY WIRES IF NEEDED WHILE COORDINATING WITH UTILITY OWNER. '_ 2. CONTRACTOR TO COORDINATE STOP SIGN LOCATION WITH ACSA AND AVOID PLACEMENT OVER WATERLINE AND APPURTENANCES. 3. CONTRACTOR TO PAINT THE EQUIPMENT ATTACHED TO THE DUMPSTER 1"= 20' WALL TO MATCH THE DUMPSTER WALL (BENJAMIN MOORE #1197 REVISIONS REV DATE COMMENT BY ADDRESS COUNTY 2 11/30/18 COMMENTS JOR ADDRESS COUNTY 3 2122119 COMMENTS JOR ADDRESS COUNTY 4 4/24/19 COMMENTS JOR AD DRESS 5 5/15/19 COMMENTS JQR ARCHITECT 6 8/21119 COORDINATION JQR 7 9/27/19 WATERLINE JQR FIELD REVISION LETTER OF 8 11/23Y2020 REVISION #1 JQR 9 12/11Y2020 CLIENT REVISIONS JQR ADDRESS COUNTY 10 1/29/2021 COMMENTS JOR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. Its free. Its the law. APPROVED FOR CONSTRUCTION PROJECT No.: V202072 DRAWN BY, DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: 1" = 20' CAD I.D.: SS8 "'WPLAN DOCUMENTS LETTER OF REVISION #1 FOR Wawa LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY. VIRGINIA ail^� BOHLEIck ENGINEERING 8 BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 No.052544 1 /29/2021 SHEET TITLE: SITE PLAN SHEET NUMBER: C-301 PRINTED BY: WOHNSON 1.2921®C. PM I TM4 BY:=HNSON m N x 543.71 i - --� MEIG 538.00± �� O I Ikoo 536.3/ I O x o / PIN' 32-36 MATCH 539 00 AIRPORT PLAZA LLC o o�' ,� O 10" ; 4"� D.B. 4622 PG. 319 11 USE. RETAIL STORE o s39- PROP IN ROW 4q ' / L ONTRACTOR TO RAAI 1 0 T(� ' CURB AND GUTTER 'IOC ��.L ��I,, o. E SyaJ / TC 539.90 o I I I �� yp° a) I I PROP OFF -SITE TC 539.80 0 LANDSCAPE EASEMENT 1 , I r2 z 1'I J� 4�y1P i TC 540.25 h lb TIC 540.10 CONTRACTOR TO TRANSITION T lCURB AND LT ER1�1 lee 5J� 5 APPROX LOC. EASEMENT D.B. 297 AS SHOWN ON PLAT ON D9. 681 G, 4 i TC 541.33 / PROP CG-3 N ROW ' LIMITS OF WORK '�-•54?- _ / -PROP.SA LIM S OF DISTURB E / _p, TC 542.33 RECORDED 540.98 y�-'- ', �° •/ TC 539.33 TC 540.33 RDED P 74 / ----543 / �. , 54295 / y ' TC 543.33 TC 5 11 yV / TC 544.33 o; MEIG 543.91± / 541 �545 TC �545' 544--------- / RK 544.42 :BENCHMARK X-CUT �ELEV.=545.57 I i TC 136.67 00 537.10 1 v M TC 537.00 ' 7 C/( , TC 536.67 �`, , , , , TC 543.57 G 54348 PIN.' 32-37C WGN PROFFITT LLC CO WALGREEN CO REAL ESTATE TAX DEP D.B. J790 PG. 692 USE: RETAIL STORE LOT 2 D.B. 5127 PG 428 TC 539: 7 T v I x 53293 TC 539.25 0� ` I CjOp 5�5 ' , Y i _ _ MATCHEX TC 53284 RIM 536.35----LO^ o ±G 533.00 G 3 1 r PROP. SAWCUT PROP PRI�TF.'TE P. OFFSITE uMi I \ CONSTRUG:TIC1tJ E / -T- y m i' i, I \ r' I AP .-LOC. 5 0/NT 10" 529.79 STM \� A Eb 5LMLN 1 - -- 0 �fe 529.34 - E-g PQ�797 �� h M SANI ARY SE ER ,'-TC-529.0J "> P OPOFF-SITE �, EASEMENT R \ ' �,\\t' G• 528.64 -D.B. 1 00 PG. 81 LANDSCAPE ESMT '� � _-PROP. PI x 530.85 RIM 537.33 �^ RIM 532.85 \ ,COI ITC 533.80 5 L p ' SAN TI AR�ASE' ENT, 528.76 IMITS, Ii E-5 %\ D.B. 1178 PG. 511 �AS SHOWN &REF. IN / LIMITS OF D_ISTUr IRB NCE ' \ TC 533.32 D.B. 3396 PG. 75 , \ TC 534.67 STM � 533 � _ ROP. SA UT ' EA �` `�"'� L'OD ,� ' I D TC 534.94 T RIM 532.63 \ S3? 531 ``v-�- _ - L � 1 3 a r 5 �TC 53359 TC 535.50 O(, I STM E-3A I � . • � >. i � � 1 ��`, TCIHP 533.69 f - S o S3 ° , G 533.13 G 533.25 o CIO \ / �, ? 2.4 /0 76CI0 'S\ ' SAN RIM 532.90 STM p Wyr ° 1 \ / 1 °° Xio°a °° v,mO.e.C�s \/N G533D.80 G53385; 4i ROB \ RIM 53 \ \ °a TCIHP533.10 TC 'Or% SAN G 534.00 _ O x `'�" ,�� RIM 532.1 SAN 53 55.45 - G 534.18 / G 533.80 I ® ! G 533.70 " `n 1 /G 533.85 . TI 535.50 ® ° BI 535.00 1 g. ® HPIG 533.64-` . G 533.90 1 a'. RIM 532.85 I. I/ G 534.43 • ® / 9% TI 534.74 G 533.52 I G 534.00 $ TI 535.43 I ' �' / ' G 533.85 a. RIM 532 50 A •• BI 534.93 r G 533.40 / G 533.61 , ®• � II � i G 633.96 G 533.53 / � g ° 9`0 f , TI 534.73 81534.23 a G 533.90 RIM 532.50 ® RETAIL SPACE i / FFE = 534.00' BIBI 534.85 G533.9, 33� ° BUILDING HEIGHT=±28' 6,049 SF 48 SPACES ce 5. i a TI 534.60 G 533.82 BI 534.10 \'° ', e , .a I G 533.85 P UNDER�ROU a RIM 532.83 <° a G 534.00 I e , 33 7° I � , • i � F 3 °G 534.00 ' , �` I I ,' o ,�'°, •. ,r 'G53385 , STM 135.60 '. 1S HPIG 532 BO TC 533 33 4 a�' , °a G 533 90 - °TC 534.23 e a STM TC 535.50 TC 534.98 ' , ° • . < '° - G 534.00 90 TC 528.18 G 527.75 IP. OFFSITE. AT. TT PIN: 32A-02- IA MARTHA ✓EFFERSON HOSPITAL ` D.B. 1415 PG. 057 rc 52z97 ,--527 USE.• MEDICAL OFFICE G 52745 ; .rLI" APPROX. LOC 10 ;528; 0 )) NTEL05 EASEMENT 68 MATCH EX I I D.B. 4063 PG 17il'�0 ±G 527.00 5 l�� PROP. SAWCUT BENCHMARK RIM 526.06 X-CUT TW 532.00 ELEV.=526.56 BW532.00 - TC 527.43 \ MATCH EX � - s2 +G 526.23 TW 532.25 BW 530.90 TC 526.90 TC 526.84 'ROP. LANDSCAPE WAL r G 526.77 TW532.00 TC 526.98 BW 530.63 I G 526.56 APPROX.. LOC. \ 10' TEMP CONSTRUCTION TC 527.fi7 cs TW 530.80 EASEMENT j s� \ c3 x BW528.00 OR 3396 PG 75 O SZ 526. 37 U _ 9 `s"'2 s2d MATCH EX ±TC527.05 rC 527.64 nnn� i G 52706 GRADING LEGEND EX/ST/NGNOTE TYPICAL NOTE TEXT PROPOSED NOTE 120 - ---------- 125------------ CONTOUR LINE 5 OR 5164 SPOT ELEVATIONS G'i16.0 C 516.0 C515.5 SAN SANITARY LABEL SAN # STNI STORM LABEL ST # - - - STORM SEWER STORM MANHOLE i O` TYPICAL END SECTION u HEADWALL OR ENDWALL �OR� O YARD INLET O CURB INLET 11 ® MONITORING WELL BORING ® BENCHMARK TEST PIT BW 530.85'- _ TC 532.09 I' I TM TC 531.88 ROP LANDS �A� 4�ALL- ' I -1 MC 527.46 X -- \� TC 5277C RIM 531.60 TVy 530.63 \ G 527.21 ]] BW 528.41 APPROX LOC �- d 20' WATER EASEMENT F7LroJii OR 3396 PG. 75 7.47 x STM ` E-1 I TC 52793 RIM 531.90 I MC 527.70 T 52743 I G 52741 BW 528.78 I I r PF�OP. SAWCUT I ' LIMITS OF DISTURBANCE) TWIBW 535.30 TC 534 70 , \ G 532 94 .° TC 533.10 PAD 535.05% . TC 534.65 ' j , i • -� PAD 535.10 • PAD 53480 BW 535.40 PAD 535.00 G 532.36 h E-I G 532.17 TC 533.33 Cr FTM B-3 PAD 535.15 �� G 640.85 S4Q ate, E #� �_ E G 532.10 G 532.22 �' _ ' 185% G 532.31 7 CC) --_,_E s TC 535.31 - y G 532.05 �� G 532.07 0 � TW 537.10 V BW 535.20 TC 534.12 G 532.22 G 532.15 7 6'� G 531.47 5 a ' PROP RETAININ WALL WITH RAILING --- ' 536 32 67 G 531.97 TC 532.67 - , I ` (DESIGN BY OTHERS \' G 5 17 TC 531.97 r • , , TC S , ( ) C APPROXIMATE ELEVATION I S G 531.68 o ^1 531 1T o PER AS -BUILT SURVEY LAST 'S /�, REVISED 04/29/202Q IS 541. �* r` . G 531 85 16 n � PROP. SAWCU 007 h ' S33 ® ETC 532.50 , v � • � G 530.85 ' ' o , S4022 x rc 54143 o 531 a sT 1 G',5`41.99 O ``� \ 15' EASEMENT 4" PE GAS�INEJ. \ �� - , �APPROX CO�jb115' VIRGINIA \ q.8. 1735 PG. yiO3 `, - , ` c - I MATCH EX POWEREq5`EMENT I oq' �` \ `� �, LIMITS OF DISTURBANCE .... - i I MATCHTIC 9EX D.B 1196 PG 367 / h �1)0 536.92 ,'x I TC ±530.00 \ , L 07? \� RIM 530.13 537,'S0 PRO T ' FUTURE SIDEWALK CONNECTION / ', �'� SHOWN FOR REFERENCE NOT G 530 p¢ MATCH EX `530 1%4/ 0q /, ROg0 ` D7 PROPOSED WITH THIS APPLICATION. TC ±530. 0 / CONTRACTOR TO INSTALL Gc 39.76 536.76 ss yPy4D�gr y��' RIGHT -IN I RIGHT -OUT ONLY \ 53212 AFTER PROPOSED ENTRANCE ON ROUTE 29 IS OPERATIONAL„ h I TW 530.13 AIMATCH EX I �� RIM 531.25 I TW 529.75 I BW 529.75 , I MATCH EX �� ±TC 528.30 1 10. ?TAR' SEWER EASEMENT DO. 7750 PG. 514 MATCH EX SAIW Y SEWER EASEMENT TC 528.36 1d9 1 78 PG 511 ' MATCH EX 27.91 AS SH ON & REF. IN tG 52820 �. \D.8..fJ96 PG 75 3 q, TC 529.15 I ,,PROP. SAWCUT r 0' JOINT l / GIRIM 528.66lu CCESS�I�SEMENT \ .B,,6'61,. PG. 797 MAT EX -LOB +G 528.30 p 29.50 . _ / PROP. PRIVATE l� TEMP. OFFSITE TC 528.65 /4 MATCH EX TC 528.70 MC 529.00 7 MATCH EX MATCH EX PRIOR TO EARTHWORK TC 528.80 TC 528.70 OPERATIONS AROUND EXISTING g UTILITY POLE CONTRACTOR TO v` CONTACT UTILITY COMPANY i 1 0// d' _NI PRIVATE'TEMP. `OFF aq I MATCH EX'-�[T/_ `o TC f529.65 MATCH EX �.� OH�py TC t529.70 ='l \ /o UTIL/TY EASEMENF ---- -- - , TC 529.94 ---------------__ 20 10 5 0 20 1 "= 20' LEGEND ACCESSIBLE PATH ACCESSIBLE AREA REVISIONS REV DATE COMMENT BY ADDRESS COUNTY 2 11/30/18 COMMENTS JQR ADDRESS COUNTY 3 2122/19 COMMENTS JOR ADDRESS COUNTY 4 4/24/19 COMMENTS JOR ADDRESSACSA 5 5/15/19 COMMENTS JQR ARCHITECT 6 8/21/19 COORDINATION JQR 7 9/27/19 WATERLINE JQR FIELD REVISION LETTER OF 8 11/23/2020 REVISION #1 JQR 9 12/11/2020 CLIENT REVISIONS JQR ADDRESS COUNTY 10 1/29/2021 COMMENTS JOR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT No.: V202072 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: 1" = 20' CAD I.D.: SS8 Pt'f fff PLAN DOCUMENTS LETTER OF REVISION #1 FOR LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY. VIRGINIA B ® H L ENGINEERING BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 . No.052544 1 /29/2021 SHEET TITLE: GRADING PLAN SHEET NUMBER: C-401 PRINT DBY:GJOHN$ON 12921@4.6PM I TM13Y:GJOHN$ON W 0 o° X / P/N.' 32-38 AIRPORT PLAZA LLC D.B. 4622 PG 319 USE RETAIL STORE RELOC7�T� z0 (�] m o p� > m / / I , I I �' 10" O 00 / I o ' II 0// , OWER PO All. / �/ / //• LpD_ •LCCO E � / PR( 9 O \ 00& � z 1>A 60� 1VP �0 a �& / �0� 00 qQ LOD x V P / I �• i00Qs ��0��A Cy _`�P�l •cQ0�Q P P I {�$ B I PROPOFF-SITE2 STM STORM EASEMENTAAcPC�OX. E 6 �� \ D.B. 661 APPROX LOC. VEPCO / O EASEMENT D.S. 297 PG 514 / ti AS SHOWOON DB T RECORDED /' O E / O -7/ PROP. 15" 11CP \ 0 / T PROP LIMITS OF WORK / T \ PROP. 15 RCP PROP. SA UT p0 / .� PROP OFF -SITE DI-3B / / p LANDSCAPE l �� OFF -SITE SCAPE EASEMENT PROP PRIVATE TEMP. OFFSITE CONSTRUCTION ESMT. U'U ) Lj i o D.B. 1TD�G. 81 WLHIYUJIAVC G STM SA TIN ARY SEWER E SEA MEN E-5 D.B. 1178 PG. 511 AS SHOWN & REF. IN / LIMITS OF DISTURBAN EASEMENT / T / / --,,D.B. 3396 PG. 75 C� LIMITS OF DISTURB E � STM PROP. SAWCUT 0 / \ E-0 ®LOp IN IN=52 .9 A ,` � \ LOD_LO ST \ " ' PROP. 42.82 LF STM I`"®\ � @455 % p \ E-3A PROP\P.15"RCP CONNECTI� ,' //• ��;' / , ' °' .. °. \ �� MH-1 / 29INK-52700 SA / '/ / " �O'• �,, ° • •, r-�, f POP NV-529.25 C/ ROF. INV=5=9\0�\ / �• / .• �° RD-1 l CIO SV:L S SAN -\ STM / ° ®'• ° v a :. % ) NOTE: CONT CTORTO A SLS� 3 E-3 ... L / / ° . ' •'' . ° O, . UNDERDRAIN TO ROOF ..d. TIE IN PLANTER BOXCIO'd D-p ; ` ' . °. OP. 42. 4" Ci@W2i.1%° 00 / ° ° ° DRAT CLEA 00 L'�'` CRASS v� / �• P OP. STORMCEPTOR a • • R P 5.6 LF %' pROp� _1 STC 450i OILWATER, . PU 4'.5.%' .d 8"SqN I PROP POWER P E v SEPARATOR c. :'CIO • D/P S $ HOP. INV = 528.64 INV IN=531.10 PROP. PLANTER • INV OUT= 30.90' UNDERDRAIN. , .°�° OWAY ° iQ O a `'• Pow LOT 2 D.B. 5127 PG. 428 --- --- o p .,;.BENCHWRK AV- CUT - ELEV.=545.57 (TYP.) SEE DETAIL 1 . - / ° ' PROP. 38.11 LF 8" e < � ROP. 15.3 LF CI a __,J,C/O a. RD-32 I6" PVC na, 4.9°h e � j � ' ; • , / CO " d. °, • INV=5 .00 ROP. 18.60 LF OP. DROP 4" PVC @ 2.1% PROP. 1500 GALLON 'CONNECTION' °. •4 a INV=528.85 GREASE INTERCEPTOR I V=1527:60 ® NV OUT -531.87 '4 / . d PROP. INV IN=52-5 Z9. o� ® •' ® AW RD-25 •' .:', ° i PROP. INV OUT=528.00 PROP. EMERGENCY PUMP SHUTOFF COVER l I TRAN c RD-21 TRAFFIC- lX\/ COVE f C/0 PROP WALL WI �OJ c \ (DESIGNS 007 \ \ 0�\� \007 c TRAFFIC COVER UNDERGROUND GAS LOCATION PER AS -BUILT Up SURVEY LAST REVISED (412912020) PIN.- 32-37C WGN PROFF17T LLC CO WALGREEN CO REAL ESTATE TAX DEP D.B. 3790 PG. 692 USE RETAIL STORE UP IA412 RD-31 ® ° ® RD-15 -i ' ° PROP ® RD-24 • vow- RD-14 CIO PROP. 60' RO-30 e ' e RD-23 on 4q • a �, RD-29 RETAIL SPACE FFE = 534.00' BUILDING HEIGHT=±28' ° r�[ 6,049 SF RD-18 RD-12 RD-28 ®,, ® RD 22 • : °a ° 48 SPACES . . d4 W ° ® ® 0 PROP MOD DI-13 4" CURB INLET _ CONTRACTOR TO 4 RD 11 PUN E GF COORDINATE EXACT WIL d SWM BUILDING ENTRY LOCATIONS RD-20 ® E-3 ITH ARCHITECTURAL PLANS ;...,,,d° ° RETAINI RD-5 • ' TH RAILING RD-i6 Y OTHERS) RD-0 PROP ATIO H IN ° °' � ° � ° • '.. � ° . aRRIGATIO LINE RD-26 NOTE: CONTRACTOR TO TEST PIT 4. , . ° T THIS AREA TO CONFIRM LOCATION ° PROP 3/a" PVC SERVIC < ° Q1 STM OF EXISTING GAS LINE PRIOR TO TO YARD HYDRANT RETAINING WALL CONSTRUCTION " % ELEC BTM = 529.40 d OR EXCAVATION AND NOTIFY ° ° WTR TOP =52840° RD-10 ENGINEER AND OWNER IN WRITING d CLEAR 10' \ IMMEDIATELY OF ANY CONFLICTS. 4 4° d NOTE: ELECTRICAL LINE LOCATION "O ° -� IS APPROXIMATE AND CONTRACTOR % P TO COORDINATE WITH OWNER, .1s. STM ENGINEER, AND ELECTRIC UTILITY ` 9p -E F-1 INV A=JZ7.Z7 INV B=521.16 PROP PRIVATE TEMP. OFFSITE CONSTRUCTION ESMT. / PIN.- 32A-02- M MARTHA ✓EFFERSON HOSPITAL D.B. 1415 PG. 057 B USE MEDICAL OFFICE ,-LIMITS OF WORK N • �\ I I A APPROX. LOC. 10 NTELOS EASEMENT I I OR 406J PG 11fi�0 SAWCUT ly I I ROP. S CONTRACTOR TO REPALCE BENCHMARK _ -q •` EX MANHOLE TOP WITH A DI-1 X-CUT P B _ ELEV=516.56 1-3C r`T+ lNV A=SX�b6 _ T IT FIR A INV B=521.71 p, _ \ I-1 TOP I I INV C1.4}S- II II 5" CID ROP. LANDSCAPE WALL\ I C I 0'APPROX75V L 1 SAN EASEMENTCONSTRUCTION 2 \ PR d I D.B 3396 PG 75 (p \ H-11 I ..� U SAN '2 1'k CP ( I iTM ROP. 18" ,. . LANDS APE k� 4" PVC A-1 PROP. STEEL INCASED SAN. (SEE UTIL PROFILE) : APPROX LOC WATER N� OR -'� O.B. 3396 PGG. 75 75 �' / / I CONT / ORT RAISE / FIN G RIM OF EXMANHOLE TO / I I 'AN M 7 1 UTILITY LEGEND EXJSTJNGNOTE TYPICAL NOTE TEXT PROPOSED NOTE SAN SANITARY LABEL SAN # STMe STORM LABEL T # SL SANITARY SEWER LATERAL cL W UNDERGROUND WATER LINE W E UNDERGROUND ELECTRIC LINE E C UNDERGROUND GAS LINE G OH OVERHEAD WIRE 0H T UNDERGROUND TELEPHONE LINE T C UNDERGROUND CABLE LINE C - - - - - - - - - - STORM SEWER XXXXIMENCErn SANITARY SEWER MAIN S HYDRANT O SANITARY MANHOLE O STORM MANHOLE i , ®WM WATER METER WV X WATER VALVE • n GAS VALVE ® GAS METER TYPICAL END SECTION HEADWALL OR ENDWALL OR� O YARD INLET O CURB INLET O CLEAN OUT O O ELECTRIC MANHOLE O O TELEPHONE MANHOLE O Ey ELECTRIC BOX _,, ELECTRIC PEDESTAL ® MONITORING WELL YYY TEST PIT REVISIONS REV DATE COMMENT BY ADDRESS COUNTY 2 11/30/18 COMMENTS JQR ADDRESS COUNTY 3 2122/19 COMMENTS JOR ADDRESS COUNTY 4 4/24/19 COMMENTS JOR ADDRESSACSA 5 5/15/19 COMMENTS JQR ARCHITECT 6 8/21/19 COORDINATION JQR 7 9/27/19 WATERLINE JQR FIELD REVISION LETTER OF 8 11/23/2020 REVISION #1 JQR 9 12/1112020 CLIENT REVISIONS JOR10 ADDRESS COUNTY 1/29/2021 COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT No.: V202072 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: 1" = 20' CAD I.D.: SS8 I RM-52 .3 rum INV 59 1 8 / I / INV =57951 IST P(jOP.SAWCUT \� , I INV C=519.16 o I APPROX FINAL SITE PLAN JEFTE S OF EX 3" �� LIMP OF DISTURBANCE Ilr-(/// I a / l THAR✓EFFERSON HEALTH / ENCASED STM. I LIKES OUTPATIENT CARE I SEE UTIL PROFILE) ,TER 0 PROFFIT ROAD BY �K DATED: 4127109 R'D �5' fiC 1 / LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD sTM P I II I ALBEMARLE COUNTY, VIRGINIA Ib / PROP IF kP I / T INITARYRY SEWER EASEMENT STM / l -----( I A D.B. E'4 PG 514 B ®H 4 L R P. RENCH DRAIN I ` SEWER EASEMENT / al:� B-3 15 S1778 PG E-. IN ENGINEERING 1., SHOWN &REF. \ FOR FINAL LINE LOCATION. .o E-E / T '7 . 3396 PG. 75 \ E E E E NOTE: CONTRACTOR TO / \ 4 T / ® I / / 4 / 28 BLACKWELL PARK LANE, SUITE 201 Oo7 E COORDINATE FINAL GAS G I COMPRESSION OEPLUGFITTING PROP. SAWC 0' ✓0/NT / LOCATION AND CONNECTION / / � CCESS�SEMENT „ OpST WARRENTON, VIRGINIA20186 I COMPRESSION FITTING B 6J PG 797 / Phone: (540)349-4500 T E WITH GAS UTILITY COMPANY. ® ROP 1- 1 2" HDPE �. / 6 \ PROP 2" HDPE / // '� ' �� c F\ • � I RIGATI N W L / Fax: (540) 349-0321 UUU y" �� . " •T ° ` / I TYPI 1- 2" METER AND V SEE ACSA DETAILS W-7A AND W-76) / VA@BohlerEng.com d / PTRRIGATION METER BOX A SA TOa PROP. PRIVATE / aSJ J ` \ G_ - • -�S Epp w CONFIR`ESIZE (PER DETAIL W-6A) CONTEMP MT. 7M V n PROP. APPROX LOC. 15' VI POWER EASEMENT O.B. 1176 PG. 367 e° 75' CASEMENT 4 NL VAS LINE- /'.R LIP P PROP FROST FREE RoBFirROAL) W/BACK FU �/o TE E. 64 \ asP �S7F� s° POB�A'7G � R ��ClYygy \ kPy 4"DlP wll LOT 2 ° Of SEMBLY Al0)90°BEND D.B. 5127 PG 421 G • ST WTR TM = 524.75 WTR STM=524.80 SAN TOP =518.30 SAN TOP=51842 R=68 CLEA3CLEAR=6.4' O I -cam _ �I I of ic. No.052544 �. c PROP. 15"RCP ..v ° STM / �' 1/29/2021 _C EX OSPITAL D LT I A-3 '� I _ $ HW L� G DISTURBANCE • '-" r NAL AND WM VAU PROP i R/roI=5 INLET �0p7 MH G G (1)90°B IN C -00 64 YDRANT INV=524. 94 T 007 �� _ 4; PROP PRI ATE TIE P OF SITE DO .9SMT.��SHEET TITLE: /ENTION _DO py_OH \SI .. BUSH q-p�� vT, _ y\ ROgp BY g0K4 E'9L4R7f/g0/P H'! (1 -,k �K I w , �\ _ 441E0' `� GENip ®RSON H LSAN MH o T NOTE: CON» OR TO LOCATE EXISTING, �_��p9 PRpj TH V INV A-281928 WATERLINE CONNECTION To py_K,_ UTILITY PLAN INV B=57768 7_l INV C=51753 _pH - II INV D=5738 120' UTILITY EASEMENT -----_____------ D.B 718 PG 157 20 10 5 0------------ 20 SHEET NUMBER: 1"=20' NOTE: C-501 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. PRINT DBY: WOHNSON 1.2921@447 PM 1AST M4 BY: GJOHNSON / PIN: 32-38 AIRPORT PLAZA LLC D.B. 4622 PG. 319 USE: RETAIL STORE ti� ohs y o/ o ,Z Q 1 N X 40 APPROX. LOC. ti CO 72� �o / / EASEMENT D.B. 297 514 , N AS SHOWN ON PLAT f ORDED ON DO. 661 PG, 744 I 7Y' i / 1 AREA TO BED GRASS �BENCHMARK X-CUT ELEV.=54557 LIMITS OF WORK/ LIMITS OF / a ---5(//, �- r� I I"Za `�II1� 19 Y I I / o� ! �� ' I 4 10' " , / , 1 4 "a I 44'` ILp LD 1 ' Q 12" ' , 1 , 1 UAX 1, - �__l o \ TO BEHED ROP OFF -SIT 2'� , —6 DGN ' J / ;STORPtiEAS ENT�y 'I 1 APE `DOI 0/TUT 84 PVI I(\I\ , ` .8.. 661 Pf� 797 `\ SAN ARY SE12 CA EASEMENT , 1 11 DGN; 2 V A , D.B. 1QO PG. 811 LAX ' 10 CA 'Q CA AROG, 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 AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. STEEP SLOPE AREA CONTAINING MULCH AREA CONTAINING RIVERSTONE , 10"0�... 1 1 S 1 I 1 1 I TOE" 11_ h T RY SEWER E ENP---� 1178 P . 511 TLpp{� iHOW &REF. IN/ 339E G.75 1/� LIMITS OF LOT 2 D.B. 5127 PG. 428 `+3 MV, /' �+2 AROG�° "•° AREA TO BE-- --_ / 1CJY�I ? I i i ' i MULCHEDE_ ,, — - •/ - 3 J ' ® 3UA 40 PVI NOTE CONTRACTOR ° ' +11 MP / TO PAINT VENT .f EA TO EMULCHED ITH �\�" `%9 CS N STACKS JAVA BROWN 'i o 1 3 RIVERSTONE, MIN 6" - ° I. DEPTH OVER AWATER AREA TO BE %9 CS i OF WORK • ° ° °, ERMEABLE WEED -BARRIER 1 SODDED—. ,2L 11 1 sl ,p 2RAGL. AREA TO BE 1 �• '' '3 "? e ' $ `�\� AREA TO BED °2 GL ,y.,. •p, �a '• ,� `S�- \MULLCCHED\ q °': • i I ' 3 ' O J� , 1 , rO PVI ® ® ' ; .. LI. ��® 14.. • 10 I d 'T 17 MP ® ® 1 I $' 2 RAGLLI; b. '` o .4 AA I ,1 ® •• I RAGL RETAIL SPACE , FFE = 534.00' / ® ° 2 RAGL BUILDING HEIGHT =±28' d / b < ® 6,049 SF ✓ v • ®� ® 48 SPACES 1 • ' ' ° ' '15CA '�, 2RAGL., .. i '141V, / 11 • 0 ' •.°, ° °•' PUN E 1 AREA TG BE - ,SODDED �, ., � •( rT tea, ♦t � IDEAS \ , 1 \ TO BE 1, NOTE: CONTRACTOR TO CONFIRM GAS ANIT py i t/lRGINIA ELECTRIC LINE LOCATIONS AND DEPTH, PRIORI 367 TO PLANTING. NO TREE ROOTBALLS TO BE: PLACED ON EXISTING UTILITIES. PIN.' WGN PROFFITT LLC CO.WALGREEN CO REAL ESTATE TAX DEP D.B. 3790 PG. 692 GENERAL NOTES: USE RETAIL STORE 1. THIS PLAN IS TO BE UTILIZED FOR LANDSCAPE PURPOSES ONLY. 2. ALL DISTURBED UNPAVED AREAS, EXCLUDING PLANTING BEDS, ARE TO BE INSTALLED AS SODDED LAWN IN ACCORDANCE WITH LANDSCAPE 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. 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 TO ALLOW A CLEARANCE OF FIVE FEET FROM FACE OF CURB TO ALLOW FOR BUMPER OVERHANG. 7. WHEN APPLICABLE, CENTER OF PROPOSED ORNAMENTAL OR EVERGREEN TREE SHALL BE OFFSET 6' FROM THE BACK OF RETAINING WALLS (11' FOR SHADE TREES) TO PREVENT WALL FAILURE. FINAL PLANTING LOCATIONS SHALL BE COORDINATED WITH THE WALL DESIGNER. 1 .l�t�i��,•fQ 7T 4" El 17.B.�5 PG. ' PROFF/y , LIMITS OF DIS '\ I ADJACEN pPORT RKING L p7 , ON334 LF CTP/D RTE 649 TED SPIAisc M AOly.4Y H PIN.' 4694-4 ✓A-ZAN LIMITED PARTNERSHIP D.H. 1144 PG 382 USE VACANT COMMERCIAL '//I I, , , I n- •�lto a6 1►�•fvr dl` �l3i. t _ GN 1 PVI 3�0 I ` I 30 � PIN.' 32A-02- M MARTHA ✓EFFERSON HO, I --527 D.B. 1415 PG 05, r< USE: MEDICAL OFF16 - T II a I I APPROX LOC �' 10 II NTEL E45CUENT D. 4T PG O I ( II 7 II C BENC �\ X-CC ELEV eo p \ \\ 1 , LOJ]_ 1 ,3 DGN / 20 10 5 0 20 1 "= 20' LANDSCAPE COMPLIANCE CHART SECTION REQUIREMENTS CALCULATIONS COMPLIANCE ONE (1) LARGE STREET TREE SEMINOLE TRAIL U.S RTE 29 SHALL BE REQUIRED FOR EVERY FIFTY (50) FEET OF 230 LF STREET FRONTAGE STREET FRONTAGE, OR PORTION THEREOF, IF 1150 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 10 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 "^" INDICATES PLANT MATERIAL UTILIZED TO FULFILL REQUIREMENT COMMERCIAL AND INDUSTRIAL EAST AND NORTH PROPERTY LINE O S 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, "%" 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. ART"A LANDSCAPE SCHEDULE SERVICE, r KEY QTY. BOTANICAL NAME COMMONNAME CAL. CONT. TREE CANOPY TREE CANOPY COVERAGE SHADE TREES ARB 2 ACER RUBRUM'BOWHALL' BOW'HALL RED MAPLE 21128'CAL. B+B 177 354 AROG 4 ACER RUBRUM'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 3.5"CALIPER MIN B•B 397 1588 ClK 4 CIADRASTIS KENTUKEA'SWEEISHADE' SWEETSHADEYEILOWWOOD 3TCAUPERMIN B+B 289 1156 QA 4 QUERCUS ALBA WHITE OAK 3.5"CALIPERMIN B+B 243 972 UA 3 ULMUS AMERICANA'DELAWARE DELAWARE AMERICAN ELM 2V23"CAL. B+B 397 1191 LAX 2 UIMUS AMERICANAIJEAWARE' DEIAWARE AMERICAN ELM 210-T CAL. B+B WA NIA SUBTOTAL: 19 5261 ORNAMENTALTREES AGAB 3 AMELANCHIERXGRANDIFLORA'AUTUMNBRILLIANCE AUTUMN BRILLIANCE APPLE SERVICEBERRY 10 THEIGHT B+B 130 390 BNH 4 BETUTA NIGRA MULTI STEM RIVER BIRCH 10 THEIGHT B+B 397 1588 CV 5 CHIONANTHUSVIRGINICUS WRREFRINGETREE 10 THEIGH7 B+B 125 625 MV 7 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 10 THEIGH7 B+B 113 791 SUBTOTAL: 19 3394 EVERGREEN TREES CJY 3 CRYPTOMERIAJAPONICA'YOSHINO' JAPANESE CEDAR 8-THEIGHT B+B 123 369 JV 0 JUNIPERUSMRGINIANA EASTERN RED CEDAR &THEIGHT B+B 16 128 TOE 9 THUJAOCCIDENTALIS EMERALD EMERALD GREEN ARBORVITAE 8-THEIGHT B+B 10 90 SUBTOTAL: 20 587 DECIDUOUS SHR S CA 56 CLETHRAALNIFOUA SUMMERSW'EETCLETHRA 243V HF #5 CAN CS 27 CORKS SERICEA REDOSIER DOGWOOD 2430' HT #5 CAN DGN 34 DEUTZIAGRACILIS NIKKO' COMPACT DEUTZIA 18-24"HT #2 CPN IV 67 ITEAVIRGINICANENRYSGARNEP GARNET SWEETSPIRE 243P HF #5CAN MP 45 MYRICA PENSYLVANICA'BOBZAM' BOBZAM DWARF BAYBERRY 18-24"HT #SCAN RAGL 14 RHUS AROMATICA'GRO.LOW GRO-LOW SUMAC 12-1B"SPRD #SCAN SUBTOTAL: 285 EVERGREEN SHRUBS IGC 91 ILEXGLABRA'COMPACTA' DWARF INKBERRY HOLLY 2430'9 #5 CAN SUBTOTAL: 91 ORNAMENTAL GRASSES PVI 248 PANICUM VIRGATUM'CHEYENNE SKY CHEYENNE SKY SWITCH GRASS - #1 CAN SUBTOTAL: 2M REVISIONS REV DATE COMMENT BY ADDRESS COUNTY 2 11/30/18 COMMENTS JQR ADDRESS COUNTY 3 2122119 COMMENTS JQR ADDRESS COUNTY 4 4/24/19 COMMENTS JOR ADDRESS ACSA 5 5/15/19 COMMENTS JOR ARCHITECT 6 8/21119 COORDINATION JQR 7 9/27/19 WATERLINE JQR FIELD REVISION LETTER OF 8 11/23/2020 REVISION #1 JQR 9 12/11Y2020 CLIENT REVISIONS JQR ADDRESS COUNTY 10 1/29/2021 COMMENTS JOR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT No.: V202072 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: 1" = 20' CAD I.D.: LPS P'§WPLAN DOCUMENTS LETTER OF REVISION #1 FOR LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY. VIRGINIA Lj B ®H L1 ]9 ENGINEERING BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-C No.052544 1 /29/2021 SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER: C-701 BY: wOHNSON 129.21 ® 4:47 PM l T SAVED BY: WOHNSON N O ^ p0 / PIN.- 32-38 v 6 I AIRPORT PLAZA LLC D.B. 4622 PG. 319 / O USE.' RETAIL STORE j a 0 0 / "! E1 c w Ohl `L�y o N13 J�� Pyti� x J0 6� h �Q ��\Q��o �0' 9xpol v ��0 Q��G�oyQ� C��?P�Py��e eo�� SJ J F E45EUEIV AS SHOWN 0 / LIMITS OF WORK--- LUMINAIRE SCHEDULE SYMBOL QTY LABEL ARRANGEMENT LUMENS BUG RATING LLF ARR. WATTS TOTAL WATTS MANUFACTURER DESCRIPTION @❑ 3 A4 SINGLE 9843 B1-U0-G3 1.030 133 399 CREE, INC. ARE-EDG-3MB-DA-08-E-UL-BZ-525-40K @C1 2 A6 SINGLE 1754 B0-U0-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-EDG4M-DA-0B-E-UL-BZ-70040K 1 B3 2 (aU 90 DEGREES 12425 B3-UO-G2 1.030 268 268 Cree Inc. ARE-EDG4M-DA-0B-E-UL-BZ-70040K ®❑ 1 B4 SINGLE 9359 B1-U0-G2 1.030 134 134 CREE, INC. ARE-EDG4MB-DA-06-E-UL-BZ-70040K ® 24 C3 SINGLE 5225 B2-U0-G0 1.030 43 1032 CREE, INC. CAN-304-PS-RD-04-E-UL-WH-35040K 0 10 D1 SINGLE 1652 B2-U0-G0 1.000 272 272 Cree Inc KR6-20L40K-120V+KR6T-SSGC-FF (TRIM OPTION) 0 2 S1 SINGLE 2659 BO-U5-G2 1.000 20 40 FC/SSL Lighting FCWS7170-XXX40K-2500-CRI85-CC 2 S2 SINGLE 2650 BO-U5-G2 1.000 20 40 FC/SSL Lighting FCWS7168-XXX40K-2500-CRI85-CC ® 6 W1 SINGLE 4104 B1-U0-Gt 1 1.030 1 44.6 1 267.6 1 CREE, INC. SEG-EDG-3M-WM-04-E-UL-BZ-35040K ® 4 W4 SINGLE 2138 B1-U0-Gt 1.030 1 25 1 100 1 CREE, INC. SEC-EDG4M-WM-02-E-UL-BZ-35040K / I EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A O L pe FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINGING /t / 0 RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES u 0 / 0 ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED .0 .0 / ONE HALF FOOTCANDLE. y� t t �.0 60 \ , .0 U � 1 .1 U.0 NOTES: ypp t AREA LIGHT #7 INSTALLED ON A 20 FT. POLE MOUNTED ON A 3 FT. CONCRETE BASE U.0 �' i 1 1 , LOCATED AT 3 FT. BELOW WAWA FINISHED GRADE; EFFECTIVE MOUNTING HEIGHT tt / / _ , RELATIVE TO WAWA FINISHED GRADE IS 20 FT. U p .0 0�' N 1 \ / 60 - ALL OTHER AREA LIGHTS ON 19.5 FT. POLES MOUNTED ON 0.5 FT. CONCRETE BASES 6.1 7 I t L00 , 6 0 - ALL CONCRETE BASES TO BE 5 FT. BEHIND CURB U I 0.0 \ , LOD 6.1 / .3 ,,�""yyyppp �1.0 �'1.1 LDS ' 6.4 �RCP OFF - SITE 20' 66 \\ O 6.0 �L1 '1 �2 \ .BTORAIEASEMENT\\ ACIP3RrgLASEMEN 0/NT �j_1 S.0 0 - � pp �. �'S X \ \ D.BodGJ Pff��,��797 U. d�`Sj0 o / " ti .1 �.2 6.7 \ .&� A SANdBtYSE�p�pR CORDED 6.1 I 6. ®.0 2.i 1 \ \MENT -DBSE60PG.BY'a�� p 6.0 b.2�� A 5 0` 1.1 61.1 �.1 6.0 c, G .1 _7\ �" PIN: 32A-02-M o y $.1 / �^, _ 8.1 0.0 = MAR D.B.HA ✓ 1415RSPG. OON O�PITAL / .2 T #.5 4 *� \ 5 O 6 V'"� b.1 6.0 USE.' MEDICAL OFFICE 6.3 T� `53.1 p \ DA6-1178 PG. WER EASEMENT- .1 �j_ LIMITS OF WORK \ 61.1 0 6.7 r 4�-2- -�' \ b AS SHOWN & a. IN LIMITS OF Dls u c 6.0 D .0 . 6.2 / .9 \ \ \ �.B. 3396 PG. 75 61 A n 6 LIMITS OF DISTURB CIE /1.1 6.4 53.4 \� y /\ \ 6.1 \� F� _T xo4 8.0 6.0 ).1 �i 6.4 / i.s s\ ®.1 � 8 \ �� Lo Lo 8.z 6.z g \ 0 C0 \\ / 6l 5 4.3 / ® 63 °_ 6.2 10 b 8.7.3 r \ `1.0� b. L0p_Lo .1 °off b.o yy yp0 0.1 + 6. v .. '6.4 .S �4. \ 6 16.0 \� NOTE: / 0.1 ,,y 8 66.7 .5 6.1 `�, II6.0 CANOPY LIGHTING HAS AN 9° 01� ' / o , ` ® \. \T _ ��1 8.0 AVERAGE OF 23.38 FOOTCANDLE. 8.0 8.0 0 .z b �.s 68 i� a> >� .o $.a 40 s 2s �� o 6. - \\ / 0.1 ° 6.8 $ +.' 6 \ \ r 1 _Cj \ /4.0 \ SA \ ST 0.3 1 6.1 - ,�j 33 �° v D 7/ Cl0 \ 0.21 I - ' 0 0. / 0:4 / �.0 i v ... 53.6 2 .. r 13.0 / .� 8 I 1 �.2 6.1 �1.1 1.3 ° 0 ° 2.�2'2 a0 4.4 6.2 .0 / • ° O ° ° j.. ' : 2.0 'd ° ° d I ° , „ 6.2 \ `3L 1 .1 '0.4 I I 1 6.1 pp .0 2.4 + ° `0 ' ,v e > .9 / a . . ...v . . •.° ....+ 6� a 9. 6 \ IC/o oI 6.1 2:30.1 4 0.8 I APPRp X. LLOC.• 4) 50 Y �.2 10' CONSTRU CTION d �6 N ESE�3NT1.0 6Y$\ 4.8 6.1 . . . . . vv t q ,"' R` + . ..� ..\\ \ ` 9�D.B. P750.1 0.4 .9 7 f 64 5 4.4 0.7 an * ..0 _ / 0.0 �FVW 3.8' 60 d , 8` .°. s 0 s / 6.2 6.1 / 0.0 } b.6r 1.8 ° �.5 ° • .5.6 . ° ' 6.0 6.1 '4 .4 ` "• 53.0 : 'w .1.6,a� '.da e 0 0 6.0 0.7 2.t `. y 0.s °. �, ..�' . .. \ Y7 \ \ ST �.t 6.1 .3 / •CI b. 8. ®. 0 a, 3 �.1 83 A. .v \ 0.0 6.2/ �.7 / 2.4 2.6 * * 4.3 6.7 t e... �' °a ,.2 a .e® - %� a CIO�•2.Oa Ol `i 61 1. U .a /vow \ 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 i6 21 C3 16 22 C3 18 23 C3 18 24 C3 16 25 C3 16 26 C3 18 27 C3 18 28 C3 116 LUMINAIRE LOCATION SUMMARY LUM NO. LABEL MTG. HT. 29 C3 16 30 C3 18 31 C3 18 32 C3 16 33 D1 9 34 D1 9 35 D1 9 36 D1 9 37 D1 9 38 D1 9 39 D1 9 40 D1 9 41 D1 9 42 D1 9 43 S1 9 44 S1 9 45 S2 9 46 S2 9 47 W1 15.5 48 W1 1N 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 AVGIMIN MAXIMIN 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. Y.5 i°'a #. 2291 )D d •LO\ 6.1 0.00O�.2 3.6 .3 .5XIQ? APPRO .0 6.5 3.3 0.7 a 20' WATER EASEMENT6.1- 0 .0 / ' 6.4 .. s . 0 2.5 D.4.13J96 PG. 75 11 4 u.0 0 6.4 4.2 l a . / 6.1 .3 6.4 ; .: RETAIL SPACE d q a /15 / Q / o 5.7 .5 �.6 '' ": FIFE = 534.00' d �1 t 6.0 L o b 4,1 v 10 d BUILDING HEIGHT=±28' " / / \0 \ 6.2 / o S.8 d ;9 .6,049 SF 1 / I �6.3 BASE 36HN HEIGHT �9OED WITH / / ® $ 3 48 SPACES d• w 3.1 �I I 7 53.4 �.5 � �.3•' � p ' ,• A � � ` � �1.� \ �� o� > 53.3 r ® 6.8°. tl '.• V�5 ! o. ® ' °'' ,M• } / / LIMI SOF DISU 6.4 RBANCE& 6.6 � I 3.0 OUN �L.Z / �- �1.1� 2.0 CIO °.#'O' d d • M 3 11 /I 0 b.l 6.� / 1.4 2.2 2.4. ) 2. .rc / 5 / 6.1/ 5.8 a 27. ;a. 3II .3 51.1/ .0 .3 4.1 + v.' 6.72 '�a°.dd'...- .-a© `®' 6.2 .0 ♦ \ c 0 1.0 4.7 6.5 •'2:5. .,.. .1 \ \{ s 6.71.8 4.73.9 2.5 �.6 #.t ,d�°.a.1''e 4.(i�.' .+ A. •� • • ..:., a° 11 INT�44 6.3 °Or D \ a . p . / 7 C�LCULA p0 BEL GRAD t).5\c 6.9 2.6 0.5.8.' a 45. .da 5`• e. 2.1. .8 2 / 0 C, 0.0 �,` 7 �4 6L9 1.3 6.6 S2,'6 °'. •. :e,.94.�;' .'>* e., �.e:.d 1 L 6.3 0044c\c\�� 6.3 6.7 6.7 6.8 14.1 �3.3.'.,a. 4. . °ad..4.4`'� ° 9 .3 2 5 / 6.0 '0.0 / U 0.0,' 6.1 5 \ ///�� p� 6.0 613 \ 61:3J \ 6.7 5 d .3 / I 2. /SANITARY SEWER EASEMENT / / S �].1 6.3 00 c ,/ .• .8 0.7.9 2.SI/ ,-/.1 D.B 1750 P . / / G 514 SANITARY SE q,EASEMENT 0.1 �3:3 `b2 1 \� �'� .* 6.8 6.8 2A .3 2.0 ' 0 b 11785 '`S 0.0 6.2 T.2 � .2 6.8 .1 y '3.1 �E E G .9 * / 2.8 A5 119 P6�R751 /N 0.1 6.2 1*k 0.3 7 6.7 E�3.9 I 33 6 / 0.1 6.2 `` 6.4 F E7 E 7 E 2.3 4.0 G 12A ' l ` y I 6.5 0' JOINT I I 0 0.1 6.1 GU) --_E 0.5 c6.7 0.0 0.1 �.1..... - . 0 )� f\.8.0 1.4 2.4 53.9 /` ` '3.1 /C SEMENT I f D. 61 PG 797 / 6.0 * 6.1 �1.1 c F W 0.1 6.t .1 O I-, � 6 \ 6 8 0 a a • 55.2 • q 8 3.6 .`W ` ` /� I' 53.5 LOLL I 0% 6.0� / t 0.1 6.1 _ _ \C4 f 53:1 � .2 .` (/ 1.6 5/ 2/ / 3 t ! I o \ S 6.0 / 6.0 '0.1 6.1 / 61.0 ° W 6.0 6.1 APPROX LOC. .� 6.1 J �.i c_ -c E� F .1 �/6.2 / 6.0 VIIRGINIfjj ROWER EASEMENT o 6.0 .1 00.100j - ? r y..__ 1 2.7 . ' u;. •. a .. 1V Fy .4/ / 6.1 / 0.0 .. 117& POG 375 '0.0 6.0 p0 0.2 - _' °, P .5 r �6.0 D. H. 61.0 0 0.1/ 6.0 �.1 0 0.2 ® F , :. ?. .,. ST 8� I 1.1 b. y/ \ 6.0 0 61.0 6.1 \.� �L�a �� ° .. 6.7 0.9 0.1 �`1QQ�// 6.0 6.0 0.1 ° ` `c 3 v v / 6 d 5 .5 2 6.0 / /1.0 �1.1 d p 6.0 0.1 .2 /; // 4 APPROX LOC. 15' I//RG/Nl 6.0 6A 0.0 �.1 �.1 r 6.1 �� , r .3 '� %%% // II �1.0 POWER EASEMENT IMITS OF DISTURBANCE _ ._, �' 2 I WM / \D.B 1176 PG 0 2 367 0.0 7 0.0 �.0 S.0 00>_�1Z I - _c .0 FROFF/r b.o b.o 6.o b.1 00)�00) P/N: 32-37C _ WGN PROFFITT LLC CO WALGREEN '4ASPBLE gjROAD - 81 s.1 CO D B L 790A GTA 9 DEPA161,1, .649 5.o 6.t :� EFD.• A'�OlygT 6.1 6.1 0 .1 dH_ USE.' RETAIL STORE I �. & �Py 0 6.o \ 0.0 6.o �.0 6.0 \ A n '020" UTILITY EASEMENT 11 20 10 5 0 20 1 "= 20' REVISIONS REV DATE COMMENT BY ADDRESS COUNTY 2 11/30/18 COMMENTS JQR ADDRESS COUNTY 3 2122/19 COMMENTS JOR ADDRESS COUNTY 4 4/24/19 COMMENTS JQR ADDRESSACSA 5 5/15/19 COMMENTS JQR ARCHITECT 6 8/21/19 COORDINATION JQR 7 9/27/19 WATERLINE JQR FIELD REVISION LETTER OF 8 11/23/2020 REVISION #1 JQR 9 12/1112020 CLIENT REVISIONS JQR ADDRESS COUNTY 10 1/29/2021 COMMENTS JOR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT No.: V202072 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: 1" = 20' CAD I.D.: SS8 "tWPLAN DOCUMENTS LETTER OF REVISION #1 FOR Y "WE LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY. VIRGINIA BOH IERjj H N G I N E H B I N G BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 . No.052544 1 /29/2021 SHEET TITLE: LIGHTING PLAN SHEET NUMBER: C-705 PRINTED BY: WOHNSON 1.2921®4°7 PM TM4 BY:GOHNSON AREA SYMBOL: I QTY: I LABEL: I3 I A4 ARE-EDG-3MB-DA-08-E-UL-BZ-525-40K ARE-EDG-3MB-DA-02-E-UL-BZ-350-40K 1 B1 Ir 0 1 B3 ARE-EDG-4M-DA-06-E-UL-BZ-700-40K I 1 I 134 ARE-EDG-4MB-DA-06- THE EDGE® Series LFDMaTam Lxniwin PINBe Ow[rl pWn Iwma•Imm. N..amrw W r.Yr.w 4nuyr tin wl nan arm n•.n Nn rYa,Mm pMmr e,un9.n mWw.m.nrap a �r.wxn,.•orm�m,.wturv.n �+rermrrw.e+merrm.ml nH.rm.m.swnmp ,IwaNaw tmw.rYrewrle-I 111mmr"mnrrwle.nnm c,rw,a w,m,.rNrr O,YerYMlelerlealw You w NdunN eDNmM I Ner.l I Wmx •A'mr•mxlalwren IeMMwrdY1 t, W teen I 7..C�L.p N� Nwr �- • -_ melee erlm Ew•e w.w r rmy I[1'mM•rl ,.pyN_. r ewr n MI .enl a .n . n n xs ern in©tlIve.. Het.n.,.,. THE EOOP LED Area1R00d Lumina re Fadu<1 SpMMabm Lam1pIC1O1pNQEgNR r Heele' p.' a"'NeNle Nb,dnpa ramM • IUIVnane spaert •t edrlY u6l NlnwrxnwllA In ut W !K M.DL L- men enmeMme n [e Mr Ylxy q p Mp Mrltmwn • NWDLrmwuaao unlrnlmlmrarlerMngnarwrymttnM nxy.,vuNNauuN,Oamunmtunm tl e'1n�15Ymml enY 151mm1 ee Mme'ntMxtwt,Itp,Nwile Yn�19 VM[mnatWue • MHN sa meunn»r,ggM tlreW NumlWmWmpnlPT ISImn111v. ZT5' IMmm10..leN. r Intlute,leN/dehrugw♦d • FMWvn cmryn GWClarY sum NNuesu E{xrpNypnmx mtn m xrm.Ymu r'tr,. Ngwt prerngealwm. Mar.meln ,n em4 NbeN1e10•yYNlaniMilraiNneWLplptge.WN, I peOearP awnWN r wxy115x 0+tenvamuk Nllget Ce.ymsRalaNgl EL BeelvLLeve Ill • nNwbyc Ill i/Nxas}.YW. m1606n.CmNldrinn . Ptwn Fxmn •p9ellt!Imm . rxNrl.rmr N+wlWn•nxwbu km . maNa„trm4 nxremv «nnmWN,l wrll¢,IgN.I>CwvlW nnr l.rmw rreamw-Ym1lx.nrw.xnttwp nregtl'PVau-gt a Wpre:vm Poker♦IVn WntlaN . 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It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT No.: V202072 • DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: AS NOTED CAD I.D.: SD8 P Ir r 1 , f f PLAN DOCUMENTS ... helphl 24' H mourtnn0 vWi, mne i:[s' BY "in,8s' H mnunlug plain Width)a' W Wtlln a35'W awl✓,Bing penis llel9111 a4'H unOth a2s'W molmllp plate hla!I IR6'H LETTER OF dents vD ° REVISION #1 l l 18,51. OD FOR Mb lees o .. zun O 35` 2.i F: ]2Sm mw ]s'o.2m mllr ]S In mmmq J e'ar2/S' a In M I me m'.Irwlk llu[nb rgXWNmq�-db �� wHaremluded well AVnae n LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY. VIRGINIA FC - Specification Sheet HH Rev. IthB @ FACE OPIRM FC Iran rise ants carlmernN Lgmrq AWnleawer rNme,eez BOH LER E N G IN E E R IN G 28 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Specification Sheet Phone: (540) 349-4500 aH Res nn.mN. 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REVISIONS REV DATE COMMENT BY ADDRESS COUNTY 2 11/30/18 COMMENTS JQR ADDRESS COUNTY 3 2122119 COMMENTS JQR ADDRESS COUNTY 4 4124119 COMMENTS JQR ADDRESS ACSA 5 5/15/19 COMMENTS JQR ARCHITECT 6 8/21/19 COORDINATION JQR 7 9/27/19 WATERLINE JQR FIELD REVISION LETTER OF 8 11/23/2020 REVISION #1 JQR 9 12/1112020 CLIENT REVISIONS JQR ADDRESS COUNTY 10 1/29/2021 COMMENTS JQR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT No.: V202072 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: AS NOTED CAD I.D.: SD8 P�'Iffff PLAN DOCUMENTS LETTER OF REVISION #1 Y V7 U1019 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 1 /29/2021 SHEET TITLE: LIGHTING DETAILS SHEET NUMBER: C-707 C\PROGRAMDATA\BOHLER1C3020201TEMP\ACPUBLISH 62620\V202072S090WG PRINTED BY: GJOHNSON 12921 Q4:48 PM LAST SAVED BY: GJOHNSON