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HomeMy WebLinkAboutSDP201600067 Plan - Submittal (First) Initial Site Plan 2016-11-11INITIAT--- SITF.-,., PLAN.,.. � r, � NJ M wiio-m 111MG-01950mir Ellimm SI IEET INDEX X SHEET TITLE SHEET NUMBER COVER SHEET 1 GENERAL NOTES AND DETAILS 2-3 TOPOGRAPHIC SURVEY (FOR INFORMATION ONLY) 4 EXISTING CONDITIONS & DEMOLITION PLAN 5 SITE & UTILITY PLAN 6 GRADING PLAN 7 LANDSCAPE PLAN 8 SWM & BMP COMPUTATIONS 9 H:\151V152031\DRAWINGS\PLAN SETSlV152031SD0. DWG PRINTED BY: SSHEFFIELD 11.15.16 @ 9:57 AM LAST SAVED BY: SSHEFFIELD W L0CATlION Off' SITE 1250 SEMINOLE TRAIL TAX MAP 61 W - 1-A-3 CHARLOTTESVILLE, VA 22901 RIO MAGISTERIAL DISTRICT ON S 11511140 11 ... I' DEVELOPER RIVERBEND MANAGEMENT 321 E. MAIN STREET, SUITE 200 CHARLOTTESVILLE, VA 22902 CONTACT: ALAN TAYLOR PHONE: 434-2454970 LOCATION MAP OWNER UNIVERSITY OF VIRGINIA REAL ESTATE FOUNDATION PO BOX 400218 CHARLOTTESVILLE, VA 22904-4218 PREPARED BY DT011999 E 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 www.BohlerEngineering.com CONTACT: DANIEL R. HINES, P.E. CONTACT INFORMATION REFERENCES ♦ (BOUNDARY & TOPOGRAPHIC/ALTA SURVEY: TITLED "PLAT SHOWING ALTA/ACSM TITLE SURVEY OF LOT 1, BLOCK B, SECTION ONE, WESTFIELD PARCEL 03 OF TAX MAP 61 W -1-A ALSO KNOWN AS 1250 SEMINOLE TRAIL" PREPARED BY ROUDABUSH, GALE & ASSOCIATES, INC. 914 MONTICELLO ROAD (CHARLOTTESVILLE, VA 22902 PHONE: 434-977-0205 DATED: 11/07/06 GOVERNING AGENCIES + (COUNTY OF ALBEMARLE [DEPARTMENT OF COMMUNITY DEVELOPMENT 401 McINTIRE ROAD (CHARLOTTESVILLE, VA 22902 PHONE: 434-296-5832 (FAX: 434-972-4126 E Ja 0 z Q ow l P4 W Q ¢z w 9 =1 Q0 E- O~ �� Woz<cTQ m �-Il ,Z�) D-< :�E5 Q=F-¢OQ ao F �0QF-U)o ow o=4P O Z Q o 0 �a < <_ Viz¢ �o m>a E > w o O w w Q m zzm 0�0���z� a w 0 w¢ O O w -i U) 0Y EOU) Z0 N ~ a Z 0 < ¢ E WLi LU } Q ZQ�Zi-= la J Z -J :E y 2 o 0 W z z O O W w Qwo>>->-<00 aw a EL W O W w w= ¢ w 5zDOzzza- 41 10, 411 111 aA, �o fay o 'J 01 REVISIONS REV DATE COMMENT BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND DELAWARE CALL - 811 (WV 1-800-245-4848) (PA 1-800-242-1776)(DC 1-800-257-7777) (VA 1-800-552-7001)(A7D 1-800-257-7777)(DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152031 DRAWN BY: SFS CHECKED BY: DRH DATE: 11/11/16 SCALE: AS NOTED CAD I.D.: SDO PROJECT: INITIAL SITE PLAN FOR TH E SHOPS AT W ESTFI ESLD ROAD LOCATION OF SITE 1250 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBE:MARLE COUNTY 8 BLACKWELL PARK LANE, SUITE 201 WARREN'TON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com DANIEL R. HINES Li+c. No. 043176 .0 11/11/16 SHEET TITLE: SHEET NUMBER: I OF 9 L NO T ES - 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: + "PLAT SHOWING ALTA/ACSM TITLE SURVEY OF LOT 1, BLOCK B, SECTION ONE, WESTFIELID PARCEL 03 OF TAX MAP 61W -1-A ALSO KNOW AS 1250 SEMINOLE TRAIL", PREPARED BY ROUDABUSH, GALE & ASSOCIATES, INC., DATED: 11/07/06 PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT HE/SHE HAS THE LATEST EDITION OF THE DOCUMENTS REFERENCED ABOVE. THIS IS CONTRACTOR'S RESPONSIBILITY. 2, ALL ACCESSIBLE (A/K/A ADA) PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF DISABILITIES ACT" ADA CODE 42 U.S.C. 12101 et se THE REQUIREMENTS OF THE "AMERICANS WITH DISA (ADA) ( � q AND 42 U.S.C. § 4151 et seq.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, AND ANY AND ALL AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED. 3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 4. THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT. 6. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK. 7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 8. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9. CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS "OF RECORD" FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 10. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST. 11. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR. 12. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. 13. THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 14. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME'. TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IIS 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 SAMIE. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION( MANAGER PRIOR TO THE START OF CONSTRUCTION. 15. ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. 16. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 17. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES, AT ANY TIME. 18. ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS„ COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCO)NTRACTORS 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 COINTRACTOR 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 CONTRACTFOR. BOHLER ENGINEERING WILL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. S OF BOHLER ENGINEERING NOR THE PRESENCE OF BOHLER ENGINEERING 20. NEITHER THE PROFESSIONAL ACTIVITIES I 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 NECESS/ARY 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 CONTRACTOIR 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 H:115V152031\DRAWINGSWLAN SETS\V152031SD0.DWG PRINTED BY: SSHEFFIELD 11,15.16 @ 9:57 AM LAST SAVED BY: SSHEFFIELD 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 ALLNJU I RIES 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. AI"'A 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 1:48 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 1:48 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 1:48 IN CROSS SILOPE. 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 (30 INCHES), SHALL BE PROVIDED. THE RAMP MUST HAVE ADA HAND RAILS AND 60" W BY 60" L LANDINGS ON EACH END THAT ARE CROSS SLOIPED NO MORE THAN 1:48 IN ANY DIRECTION 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 1:48 FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCED INCORPORATED BY COD.) + WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. • THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY: TITLED "PLAT SHOWING ALTA/ACSM TITLE SURVEY OF LOT 1, BLOCK B, SECTION ONE, WESTFIELD PARCEL 03 OF TAX MAP 61W-1-3, ALSO KNOWN AS 1250 SEMINOLE TRAIL" PREPARED BY ROUDABUSH, GALE & ASSOCIATES, INC. 914 MONTICELLO ROAD CHARLOTTESVILLE, VA 22902 DATED: 11/07106 2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. 4. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE: ACTIVITY AND ANY DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. GENERAL GRADING & UTILITY NOTES 1. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND/OR DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE CODES, REGULATIONS, LAWS, RULES, STATUTES AND/OR ORDINANCES, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND/OR DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS LAWS STATUTES ORDINANCES AND CODES AND FURTHER CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME. 4. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY. 5. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 6. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES. 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED, THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND/OR CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME. 8. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 9. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 10. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS„ ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 11. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL. FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE. 12, THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS,. AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES. 13. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. 14. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 15. DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS -INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE COMPLETION OF WORK. 16. WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER, UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK. 17. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75% MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), TO PREVENT PONDING. CONTRACTOR MUST IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME. 18. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE. IT IS CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION OF SAME. 19. REFER TO SITE PLAN FOR ADDITIONAL NOTES. 20. IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS THE SITE PLAN WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN WRITING, OF ANY DISCREPANCIES AND/OR CONFLICTS. 21. CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK. 22. WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS, ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS/FOUNDATION ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSEE IN THE STATE WHERE THE CONSTRUCTION OCCURS. f►Id icaly�k1m17\1►1[elm,lmm UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH SILT TIGHT JOINTS. WHEN HIGH-DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED OTHERWISE. 24. SANITARY SEWER PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE INDICATED OTHERWISE. SANITARY LATERAL MUST BE PVC SCHEDULE 40 OR PVC SDR 26 UNLESS INDICATED, IN WRITING, OTHERWISE. 25. STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR MANHOLES STRUCTURE TO CENTER OF STRUCTURE. 26. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PLANS. 27. SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE, DUCTILE IRON OR OTHER SUITABLE MATERIAL. 28. SEWERS CONVEYING SANITARY FLOW, COMBINED SANITARY AND STORMWATER FLOW, OR INDUSTRIAL FLOW MUST BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH JURISDICTION OVER SAME. • WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED. 29. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT -LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. 30. CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND/OR STATE DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 31. WHERE BASEMENTS ARE TO BE PROVIDED FOR PROPOSED DWELLING UNITS, THE DEVELOPER SHALL, BY BORING OR BY TEST PIT, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED DWELLINGS. WHERE GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA, BASEMENTS WILL NOT BE INSTALLED UNLESS SPECIAL CONSTRUCTION METHODS ARE UTILIZED, TO BE REVIEWED AND APPROVED BY THE MUNICIPAL CONSTRUCTION CODE OFFICIAL. IF AND WHERE SUMP PUMPS ARE INSTALLED, ALL DISCHARGES MUST BE CONNECTED TO THE STORM SEWER. A CLEANOUT MUST BE PROVIDED PRIOR TO THE CONNECTION TO THE STORM DRAIN IN ORDER THAT BLOCKAGES CAN BE ADDRESSED. 32. 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. 1. THE LIGHTING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE NOTED MANUFACTURER(S). ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS. 2. THE LIGHT LOSS FACTORS USED IN THESE LIGHTING CALCULATIONS ARE 0.90 FOR ALL LED LUMINAIRES, 0.80 FOR ALL HIGH PRESSURE SODIUM LUMINAIRES OR 0.72 FOR ALL METAL HALIDE LUMINAIRES UNLESS OTHERWISE SPECIFIED. THESE FACTORS ARE INDICATIVE OF TYPICAL LIGHTING INDUSTRY MODELING STANDARDS. 3. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THE PLAN ARE ALL ANALYZED ON A HORIZONTAL GEOMETRIC PLANE AT ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED. THE VALUES DEPICTED ON THE PLAN ARE IN FOOTCANDLES. 4. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY FUNCTION PROPERLY. THIS WORK SHOULD INCLUDE, BUT NOT BE LIMITED TO, FREQUENT VISUAL INSPECTIONS, CLEANING OF LENSES, AND RELAMPING (IF NECESSARY) AT LEAST ONCE EVERY SIX (6) MONTHS. FAILURE TO FOLLOW THE ABOVE STEPS COULD CAUSE THE LUMINARIES, LAMPS AND LENSES TO FAIL OR PROPERLY FUNCTION. 5. WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD MEASUREMENTS ARE TAKEN WITH A LIGHT METER AND ARE, CONSEQUENTLY, APPROXIMATIONS ONLY. DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC, ACTUAL LIGHT LEVELS MAY DIFFER. EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN SHOULD BE CONSIDERED APPROXIMATE. 6, THE LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES, ONLY. POWER SYSTEM, CONDUITS, WIRING, VOLTAGES AND OTHER ELECTRICAL COMPONENTS ARE THE RESPONSIBILITY OF THE ARCHITECT, MEP AND/OR LIGHTING CONTRACTOR, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR INSTALLING LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES AND ALL OTHER APPLICABLE RULES, REGULATIONS, LAWS AND STATUTES. 7. CONTRACTOR MUST BRING TO DESIGNER'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURES. 8. IT IS LIGHTING CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE PROJECT ARCHITECT OR OWNER REGARDING THE POWER SOURCE(S) FROM WITHIN THE BUILDING, AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. 9. THE LIGHTING CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE SITE PLAN, INCLUDING BUT NOT LIMITED TO, GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL GOVERNMENTAL RULES, LAWS, ORDINANCES, REGULATIONS AND THE LIKE. 10. THE CONTRACTOR MUST VERIFY THAT INSTALLATION OF LIGHTING FIXTURES COMPLIES WITH THE REQUIREMENTS FOR SEPARATION FROM OVERHEAD ELECTRICAL WIRES AS INDICATED IN THE HIGH VOLTAGE PROXIMITY REGULATIONS N.J.A.C. 12-186. 11. WHEN A BANK ATM IS INCLUDED IN THE PLAN, THE LIGHTING DESIGN REPRESENTS BOHLER'S UNDERSTANDING AND INTERPRETATION OF THE REGULATORY LIGHTING LEVELS INTENDED BY PUBLISHED STANDARDS. 12. UPON OWNER'S ACCEPTANCE OF THE COMPLETED PROJECT, THE OWNER SHALL BE RESPONSIBLE FOR ALL MAINTENANCE, SERVICING, REPAIR AND INSPECTION OF THE LIGHTING SYSTEM AND ALL OF ITS COMPONENTS AND RELATED SYSTEMS, TO ENSURE ADEQUATE LIGHTING LEVELS ARE PRESENT AND FUNCTIONING AT ALL TIMES. r- ;tel L rg w o L- � r o O ti -z I v 0 -.w E -,P4 u cFz z o o w bz' zW< OX ¢z W4 7- Ph 2,,,,Q S I -Q O Q E r �� �0<F_(n0 is );a, *,*�4*w ro �jp17 we �, 7 gw ,-, Ro �M4 's Ir o zQ aN 4q o 7-� a w= ¢ Z Q o 0 ��` -z0 0 c02 >-�ao �- � r - w w <C CO - �wm 2>E ""JD -1 �' %¢ 1, m }Q F- � I-- wO Ow Lu< I� ,f] 4, ==m7E==cz zN °��� 0IE 0F_F- -I-- f] S2 4 2 D T _j D� Z i 0 �_� �� w0 w �i00w , - ITo �� Ea 0 - �gti � Icc O Q a w 1 ,::q PQO0f w W y F �o Q w} Q SQ H �9 wzQ�z>-= 4r I z_J�`LY�a- oo f4 w0 rY D_'�J w� z F -z 0Oww z LLj�w >r� ;. � dw0w w w= �w �M �zmzzzo o� i ��o. '� -o H s./G� T)� 2 m y 4, �n 11 cfz 00 'IS REVISIONS REV DATE COMMENT BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND DELAWARE CALL - 811 (WV 1-800-245-4848)(PA 1-800-242-1776)(DO 1-800-257-7777) (VA 1-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152031 DRAWN BY: SFS CHECKED BY: DRH DATE: 11/11/16 SCALE: N/A CAD I. D.: SDO PROJECT: INITIAL SHIT E PLAN ' THE A HSE SHVOPS AT W ES°1I°F]IELD TIROA,D LOCATION OF SITE 1250 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEiMARLE COUNTY [a BOHLER E N 0 1 N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARREN -FON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 1!A@BohlerEng.com 'I., io .4Nt. .< f S_. Q DANIIEL R. HINES 'P .p Lic. No. 043176 '� �' '.O+t� 11 /11 /16 fit/;, I t, j ` -QNAI.1 . SHEET TITLE: GEN�R NOTESAND N DETAILS SHEET NUMBER: d VDOT GENERAL NOTES REVISED 3/28/13 1. THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF VDOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR 24VAC-30-92 EFFECTIVE DECEMBER 31, 2011 AND VDOT ROAD DESIGN MANUAL APPENDIX B1). 2. METHODS AND MATERIALS USED SHALL CONFORM TO CURRENT COUNTY/TOWN AND VDOT STANDARDS AND SPECIFICATIONS. 3. ALL UTILITIES, INCLUDING ALL POLES, ARE TO BE RELOCATED AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 4. OPEN CUTTING OF PAVED OR SURFACE TREATED ROADS IS NOT PERMITTED. ALL UTILITIES WHICH WILL BE PLACED UNDER EXISTING STREETS ARE TO BE BORED OR JACKED. ANY EXCEPTIONS, DUE TO EXTENUATING CIRCUMSTANCES, ARE TO BE ADDRESSED AT THE PERMIT STAGE, 5. ANY TYPE OF REVERSE CURB (SPILL CURB, CG -6R, ETC.) AND TRANSITION TO THESE CURBS SHALL NOT BE USED WITH THE PUBLIC RIGHT OF WAY. 6. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR CONTIGUOUS TO EXISTING RIGHT OF WAY. 7. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE PONDING OF ANY WATER IN THE ROADWAY. 8. STANDARD GUARDRAILS AND/OR HANDRAILS SHALL BE INSTALLED AT HAZARDOUS LOCATIONS AS DESIGNATED DURING FIELD REVIEW BY THE COUNTY/TOWN INSPECTOR OR VDOT. 9. THE DEVELOPER IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. THE DEVELOPER SHALL SUBMIT A SIGNING, STRIPING AND/OR SIGNALIZATION PLAN TO THE VDOT LAND DEVELOPMENT SECTION A MINIMUM OF THIRTY DAYS PRIOR TO PERMIT APPLICATION. THE DEVELOPER SHALL NOT COMMENCE CONSTRUCTION OF ANY PAVEMENT COURSE WITHOUT AN APPROVED STRIPING PLAN. 10. PAVEMENT DESIGN IS BASED ON AN ASSUMED CBR VALUE OF 10 (USE CBR VALUE OF 6 IN LOUDOUN CO). SOIL TESTS OF SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED THICKNESS OF THE PAVEMENT INCLUDING LAYERS OF ASPHALT AND SUBBASE PRIOR TO SUBBASE PLACEMENT. 11. ALL UNTREATED AGGREGATE USED W BASE OR SUBBASE COURSES SHALL BE 21B, EXCEPT ON ROADS WITH ADT OF 1000 VPD OR LESS, WHERE 21A AGGREGATE MAY BE USED. WHEN 21B AGGREGATE IS USED, UD -4 UNDERDRAINS MUST BE PROVIDED. 12. A 4" (MIN.) LAYER OF STONE IS REQUIRED BENEATH CURB AND GUTTER (MAY BE SHOWN ON TYPICAL SECTION IN LIEU OF A NOTE). 13. ADDITIONAL DITCH LININGS OR SILTATION AND EROSION CONTROL MEASURES SHALL BE PROVIDED, AT THE DEVELOPER'S EXPENSE, AS DETERMINED NECESSARY BY VDOT AND/OR THE COUNTY/TOWN DURING FIELD REVIEW. ALL COSTS SHALL BE ASSUMED BY THE DEVELOPER. 14. THE ENTIRE SURFACE OF THE ROADWAY (OLD AND NEW PORTIONS) SHALL BE OVERLAID AND RE -STRIPED AS REQUIRED BY VDOT PERSONNEL. OVERLAY OF EXISTING PAVEMENT SHALL BE MINIMUM OF 1.25" DEPTH; ANY COSTS ASSOCIATED WITH PAVEMENT OVERLAY, OR THE MILLING OF EXISTING PAVEMENT TO OBTAIN REQUIRED DEPTH, SHALL BE ASSUMED BY THE DEVELOPER. 15. DEVELOPER IS RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION WHICH WILL BE NECESSARY AS A RESULT OF DEVELOPMENT OF THIS SITE. 16. ALL RIGHT OF WAY DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. 17. THE COUNTY/TOWN SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE RIGHT OF WAY THAT DO NOT QUALIFY FOR VDOT MAINTENANCE. 18. TRAFFIC CONTROL DEVICES OR ADVISORY SIGNS, SUCH AS MULTIWAY STOPS, SPEED LIMITS, WATCH FOR CHILDREN, PEDESTRIAN TRAFFIC ETC., SHALL NOT BE INSTALLED UNLESS SPECIFICALLY SHOWN ON THESE PLANS OR A VDOT APPROVED PLAN REVISION. SPEED STUDY CERTIFIED BY PROFESSIONAL ENGINEER SHOULD BE SUBMITTED FOR VDOT APPROVAL PRIOR TO THE STREET ACCEPTANCE FOR ANY ROAD TO BE POSTED OTHER THAN THE STATUTORY SPEED LIMIT. SHOULD UNAPPROVED SIGNS BE NOTED AT THE TIME OF VDOT INSPECTION, THE ROAD ACCEPTANCE PROCESS SHALL BE TERMINATED IMMEDIATELY AND NOT RECOMMENCED UNTIL A DETERMINATION IS MADE REGARDING THE APPROVAL OF ANY ADDITIONAL SIGNS. IMMEDIATE REMOVAL OF SUCH SIGNS SHALL NOT NEGATE THE NEED FOR THE SUBMISSION OF A REVISION. 19. LANDSCAPING AND IRRIGATION SYSTEMS SHALL NOT BE INSTALLED WITHIN THE PUBLIC RIGHT OF WAY EXCEPT AS SHOWN ON THESE PLANS OR A VDOT APPROVED REVISION. 20. BEGINNING JULY 1, 2009 ALL LAND USE PERMIT APPLICATIONS ARE REQUIRED TO PROVIDE AT LEAST ONE (1) PERSON WHO, AT MINIMUM, IS VERIFIED BY VDOT IN BASIC WORK ZONE TRAFFIC CONTROL FOR ALL PERMITTED ACTIVITIES WITHIN STATE MAINTAINED RIGHT OF WAY WHICH INVOLVES INSTALLING, MAINTAINING, OR REMOVING WORK ZONE TRAFFIC CONTROL DEVICES. THIS PERSON SHALL BE RESPONSIBLE FOR THE PLACEMENT, MAINTENANCE AND REMOVAL OF ALL WORK ZONE TRAFFIC CONTROL DEVICES. ALJBD)EF IARLL C0UNTY ENGINEERING ;ALN I RAL C 0 N STRUC TION NOTES FOR SITE PLAN 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERM IT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAIN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5, PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE ,A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ZfC"j'NlNG AND SITE TA"DULATl'Xc__';'lNS_ PARCEL: 487472913660 ZONING AND OVERLAY DISTRACTS: COMMERCIAL (C-1), ENTRANCE CORRIDOR (EC) MAGISTERIAL DISTRICT: RIO DISTRICT PROPOSED USE: RETAIL / RESTAURANT WITH DRIVE-THRU TOTAL SITE AREA: 1.432± ACRES MINIMUM PROVIDED BUILDING YARD SETBACKS: PUBLIC R/W 10' N/A OFF-STREET PARKING/LOADING SPACE YARD SETBACKS: FOR ENTIRE PLAN SET NOT TO SCALE PUBLIC R/W 10' N/A POINT OF GRADE COMMERCIAL SF: N/A 10,000 SF LINE / R.O.W. LINE PARKING TABULATION: REQUIRED PROVIDED POINT OF TANGENCY RETAIL PARKING (1.0 SPACES / 100 SF FOR FIRST 5,000 SF) PTCR POINT OF TANGENCY, CURB RETURN INTERIOR PARCEL LINE (1.0 SPACES / 200 SF FOR OVER 5,000 SF) PVC EASEMENT BK 65 SPACES 71 SPACES POINT OF VERTICAL INTERSECTION HANDICAP SPACES 3 SPACES 3 SPACES POINT OF VERTICAL TANGENCY LOADING SPACES (1.0 SPACE FOR FIRST 8,000 SF PLUS R RADIUS BM 1.0 SPACE FOR EACH ADDITIONAL 20,000 SF) RCP REINFORCED CONCRETE PIPE SPILL CURB I TRANSITION CUR 1 SPACE 1 SPACE RETAINING WALL CF MAXIMUM PROVIDED RIGHT OF WAY HEIGHT OF ALL STRUCTURES: 65' 40' MAX UTILITY POLE LAND USE SCHEDULE: CORRUGATED METAL PIPE WITH LIGHT SANITARY SEWER CONN PRE -DEVELOPMENT % POST DEVELOPMENT % LIGHT BUILDING AND PA -TIO: 0 SF 0 13,420 SF 21 INTERIOR PARKIN(G 36,940 SF 59 34,080 SF 55 OPEN SPACE: 25,440 SF 41 14,880 SF 24 TOTAL 62.380 SF 100 62,380 SF 100 LANDSCAPE PLAN REQUIRED:: YES H.\15\V152031\DRAWINGS\PLAN SETSW152031SDO.DWG PRINTED BY: SSHEFFIELD 11.15.16 @ 9:57 AM LAST SAVED BY: SSHEFFIELD STANDARD DRAWING LEG=END FOR ENTIRE PLAN SET NOT TO SCALE EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE POINT OF GRADE ONSITE PROPERTY AMERICANS WITH DISABILITY ACT PROP LINE / R.O.W. LINE ARCH ARCHITECTURAL NEIGHBORING POINT OF TANGENCY BC PROPERTY LINE / PTCR POINT OF TANGENCY, CURB RETURN INTERIOR PARCEL LINE BASEMENT FLOOR PVC EASEMENT BK BLOCK LINE POINT OF VERTICAL INTERSECTION BL SETBACK PVT POINT OF VERTICAL TANGENCY LINE BUILDING R RADIUS BM CURB AND GUTTER RCP REINFORCED CONCRETE PIPE SPILL CURB I TRANSITION CUR BUILDING RESTRICTION LINE CONCRETE CURB & RETAINING WALL CF GUTTER R/W RIGHT OF WAY CL DEPRESSED CURB AND GUTT S UTILITY POLE CMP CORRUGATED METAL PIPE WITH LIGHT SANITARY SEWER CONN POLE SF SQUARE FEET LIGHT CONCRETE STA TRAFFIC CPP CORRUGATED PLASTIC PIPE LIGHT STORM CY UTILITY S/W SIDEWALK POLE DECORATIVE TBR TYPICAL DEP DEPRESSED LIGHT TO BE RELOCATED DIP ACORN TC TOP OF CURB LIGHT DOMESTIC TELE TYPICAL ELEC ELECTRIC SIGN TREE PROTECTION FENCE ELEV PARKING TW TOP OF WALL COUNTS EDGE OF PAVEMENT TYP TYPICAL CONTOUR EDGE OF SHOULDER UG LINE EW END WALL SPOT UTILITY POLE EX ELEVATIONS W WIDE FES SANITARY W/L WATER LINE LABEL FINISHED FLOOR W/M STORM FH FIRE HYDRANT LABEL PLUS OR MINUS FG SANITARY SEWER DEGREE LATERAL GRADE 0 UNDERGROUND GF GARAGE FLOOR (AT DOOR) WATER LINE NUMBER GH UNDERGROUND GL ELECTRIC LINE GRT GRATE UNDERGROUND GATE VALVE HDPE GAS LINE HP HIGH POINT OVERHEAD HORIZONTAL HW WIRE INT INTERSECTION UNDERGROUND INVERT LF TELEPHONE LINE LOC LIMITS OF CLEARING UNDERGROUND LIMITS OF DISTURBANCE LOS CABLE LINE LP LOW POINT STORM LANDSCAPE MAX SEWER MIN MINIMUM SANITARY MANHOLE MJ SEWER MAIN OC ON CENTER HYDRANT POINT OF ANALYSIS PC SANITARY PCCR POINT OF COMPOUND CURVATURE,CURB RETURN MANHOLE POINT OF INTERSECTION STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER TYPICAL END SECTION HEADWALL OR OR ENDWALL YARD INLET CURB INLET O CLEAN O OUT ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC BOX ELECTRIC PEDESTAL MONITORING WELL TEST PIT BENCHMARK BORING 3 F TIONS STANDARD ABBREVIATIONS FOR ENTIRE PLAN SET AC ACRES POG POINT OF GRADE ADA AMERICANS WITH DISABILITY ACT PROP PROPOSED ARCH ARCHITECTURAL PT POINT OF TANGENCY BC BOTTOM OF CURB PTCR POINT OF TANGENCY, CURB RETURN BE BASEMENT FLOOR PVC POLYVINYL CHLORIDE PIPE BK BLOCK PVI POINT OF VERTICAL INTERSECTION BL BASELINE PVT POINT OF VERTICAL TANGENCY BLDG BUILDING R RADIUS BM BUILDING BENCHMARK RCP REINFORCED CONCRETE PIPE BRL BUILDING RESTRICTION LINE RET WALL RETAINING WALL CF CUBIC FEET R/W RIGHT OF WAY CL CENTERLINE S SLOPE CMP CORRUGATED METAL PIPE SAN SANITARY SEWER CONN CONNECTION SF SQUARE FEET CONC CONCRETE STA STATION CPP CORRUGATED PLASTIC PIPE STM STORM CY CUBIC YARDS S/W SIDEWALK DEC DECORATIVE TBR TO BE REMOVED DEP DEPRESSED TBRL TO BE RELOCATED DIP DUCTILE IRON PIPE TC TOP OF CURB DOM DOMESTIC TELE TELEPHONE ELEC ELECTRIC TPF TREE PROTECTION FENCE ELEV ELEVATION TW TOP OF WALL EP EDGE OF PAVEMENT TYP TYPICAL ES EDGE OF SHOULDER UG UNDERGROUND EW END WALL UP UTILITY POLE EX EXISTING W WIDE FES FLARED END SECTION W/L WATER LINE FF FINISHED FLOOR W/M WATER METER FH FIRE HYDRANT ± PLUS OR MINUS FG FINISHED GRADE DEGREE G GRADE 0 DIAMETER GF GARAGE FLOOR (AT DOOR) # NUMBER GH GRADE HIGHER SIDE OF WALL GL GRADE LOWER SIDE OF WALL GRT GRATE GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE PIPE HP HIGH POINT HOR HORIZONTAL HW HEADWALL INT INTERSECTION INV INVERT LF LINEAR FOOT LOC LIMITS OF CLEARING LOD LIMITS OF DISTURBANCE LOS LINE OF SIGHT LP LOW POINT L/S LANDSCAPE MAX MAXIMUM MIN MINIMUM MH MANHOLE MJ MECHANICAL JOINT OC ON CENTER PA POINT OF ANALYSIS PC POINT CURVATURE PCCR POINT OF COMPOUND CURVATURE,CURB RETURN PI POINT OF INTERSECTION 1" RADIUS 6" 2" RADIUS 4" 6" REVEAL PAVEMENT SURFACE (SEE PAVEMENT DETAIL) 0 FINISHED GRADE ------ #4 7 #4 REBAR (TYP) ' I- 61I- I'!; I1 li' 9lli@ IIS fly =�1-I NOTES. 1. EXPANSION JOINTS TO BE INSTALLED AT 20' INTERVALS. 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE OR 4000 P.S.I. IF PRECAST. EXTENDED HEADER R URB DETAIL NOT TO SCALE � c7z O ¢ o z v ¢ � =~�-i~ ww l O QI-- U) m �<< -D �0Q¢ o)o a� r ow ��M o UQ `Q m Q Q o -xa a LL -0 }z¢ �o z c� z y E7' -i w m > - d QU)=wzz> ow a > ¢ P- D� EY O� J m ==m2E__� � _F-0 F_:F-P- w O w¢ O O w 5i ra� J cn 0f mtn z0 0 V1) m0 D y O 0 ¢ Q o r m o �� f m w r Q y W¢¢ ZJLjj �YYcn� oa ¢ w O >- >ED m w ¢ ow EL w O w ww= ¢w �,� zzmzzzm ow uz` ffim RE TIKONS REV DATE COMMENT BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND DELAWARE CALL -811 '.(WV 1-800-245-4848)(PA 1-800-242-1776)(DC 1-800-257-7777) (VA 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152031 DRAWN BY: SFS CHECKED BY: DRH DATE: 11/11/16 SCALE: N/A CAD I. D.: SDO PROJECT: INITIAL SITE PLAN FOR TH E SA JiOPS A T WEST I ELD ROd D LOCATION OF SITE 1250 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY r � OH L R 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com 'XLTHAm aF ' o U DANIEL R. HINES 'P .p Lic. No. 043176 11/11/16 s`SJQNAI.'_ SHED ET TITLE: "'ENERAL NOTES AND D li .,TAILS SHEET NUMBER: 3 OF 9 `'ROUDABUSH, GALE ASS IA , INC. A PROFjESSIONAL CORPORATION 13 V/jF4a/NIA SINCE 1956 9141 ON'nCE Lia ROAE) - CtiML.Q TeSA , k R iNIA WZ 3 ' PHONE 434-977- - FAX 434- W5M- E"L 1NFo@RoUDA USH,Ci: M Property Corner see deital SCALE 1 = 30 t SCALE IN SEEI A sw � t sonary t}t1lity Ri,,J) jng evuuches as shown in detail ,ter N r' j f enre a etypJC81) board encr•oachmp t, fence electric box breaker Drain grease trap. ( � _ w _ ---- - — S — - gas tial �cti��r gas post „i vent ("3'plcal -�---- _ V. T V' 114il in wdak found HA15W152031\0RAWINGS\PLAN SETSiV152031SD0.DN/G PRINTED BY: SSHEFFIELD 11.15.16 @ 9:57 AM LAST SAVED BY: SSHEFFIELD SEM TN01- E TPA r OVA IT, 04P RM --1-A-2 Adrerra: inn Sports LLC, 08 22-44 P 3354 08 563 p .3557 (359plat) 'MP 61Y -1--A-3 O)iversity of Virginia Foodnation 1.432 ,acres pole C 1nC as metalp � +voter stgrr {� box � I - r di Plat Book X1--3 US ROUTE 29 W-1,80aring- a. -Id :OJ50lices A ( 1 are recof fed, m,-; tes and bounds found in D.8, 408 rr 355Ak f JFF r:7 pf�f'L7l#dnd Pipe jl xr3Ed t � p `7op4a1`••' y' 4 v ner l ilaces in _ Y 0 face 0i Duildiag, 2. 3 from % .the Ste' bu ving comer- r didrop. infer i f iron found is jr6n set E telephone pedestal _ 9 electric Pedestal gas meter manhole J f I guy anchor, '.an I ran Markin g di utility Pale ovehead lamp an1taf, sewer line Sign.: storm aEf line concietp- Areas : 4=58- 52' Z5 fire hydrantA=58.5 ' (A,--58, 52 �. 497 t?a,. s5 *49',37'W NOVEMBER2 Lc- 5. ��d r f/ -D11id SEOPM sewer SCALE; V= '' j junction Telpph'me MH SHEET 2 F, ILE: 8079 2i E ,.y U Q r� r,z U �a UWQ ¢? C z-c�J0X wLL = Q W W w�Q�I-¢ o Q 15 D - - C� e Q= QOa Q u o oU o W W a0 QQ tea= -JZ< oLL F_ m - 2 > o 7C4 ¢u = Wzz> gw w 0 O W w Q m ah a ==m2==� �N 7 7 O F F- LU 0 LIJ —WOW gOOW N J(n C mcpZU � W O � d ¢ o' p ~ a H H L-1 Lu ZQ Q Z}= s W(D [if 11��� zo Q w O) W o — )- �- o w �� �zmzzzD_ j#^ 0 41 11 CFa� om 1, X C7� 01 REVISIONS REV DATE COMMENT BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY 'EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND DELAWARE CALL - 811 (WV 1-800-245-4848) (PA 1-800-242-1776) (DC 1-800-257-7777) (VA 1-800-552-7001)(M D 1-800-257-7777)(DE 1-800-282-8555) NOT APPROVE© FOR CONSTRUCTION PROJECT No.: V152031 DRAWN BY: SFS CHECKED BY: DRH DATE: 11/11/16 SCALE: AS NOTED CAD I. D.: SDO .41 PROJECT: INITIAL SITE PLAN FOR THE SHOPS AT WESTFIELD ROAD LOCAT"I(ON OF SITE 1250 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY -_71, BOHLER 28 BLACKWELL. PARK LANE, SUITE 201 WARRENT�ON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@Bohlerfng.com s -- LTH OF DANIEL R. HINES .,p Lic.. No. 043176 11/11/16 AL- SHEET L— SHEET TITLE: OPO >iGRAJ'rHIC SURVEY SHEET NUMBER - 4 OF 9 i ` 1 , f` 1- rJT pf } Fo % TMP 61W -1-A-4 CHIAN, SHEOU-JONG OR,° Lf ` YUN moo. DB 1548 P 0,037 ZONE- C- P, EX. US[-- RETAI4// STORE �f r f / / y ? J J I J r / ELECTRIC 8Z BREAKER (TBIfi) —� 40' UTILITY (;AS)/ EASEMENT D8 290 P 441 DB 408 P 355 / DB417PJ34J D8 1694 P119 i /A, TEMP.; SLOPE 1645LACNT, HWY / APB X1+ P`Q35 / 10' PROPERTY / SETBACK H:\151V152031\DRAVVINGS\PLAN SETS1V152031SS0 JUSTIN GET OUT OF FILE. DWG PRINTED BY: SSHEFFIELD 11.15.16 9 9:57 AM LAST SAVED BY: SSHEFFIELD 'V/YJ L/1JLMLlV1 DB M94 P119 (PLAT) /f i S EMINOLE TRAIL L SUS ROUTE 29 oIW;ff.1/// ROW 14D6T PLAT BOOK X1-541) ,51YTD LIYlf= 45 r#YY TMP 61W --1-A-2 ADRENALINE SPORTS LLC. DB 2244 P 354 D8 563 P 357 (359 PLAT) ZONE- C- I EX. USE- RETAIL STORE f` r;'1t,'l�ilG'i=l k2l NOT -RS 1. REFER TO SHEET 2 FOR GENERAL DEMOLITION NOTES. 2. EXISTING TOPOGRAPHICAL INFORMATION BASED ON COUNTY GIS MADE AVAILABLE ON COUNTY WEBSITE 20 10 5 0 20 111=20' �w rl u Q o w c era z o z Q Ir =FQI; LL Roza=m v------ c; J Q Q� 5 J .n Q= F Q O Q a o r' [YVQHcnV o0 �" aka '*r ''�� `➢� �a b o a a r m W O �� _ Q¢ Q o D a da-= }z< i Z ¢ V W C7z �o }� o W id' �- QU)= W z Z o w W O O W W Q m m _ = m :E _ _ z 6i I- O F I- H I- -. _ D= J Dcl� Z i W O W Q O O w Jen 2c mJ)Zv `� 8 o Ea 85 O 0 < ¢ F J� -,r -� W Z i W Q Q � W = W ELS d b Q W0 >- O} W W a w W JW W0 Lu W W= 2 w m :Dzmzzz0- o� �� om � era 01 REVISIONS REV DATE COMMENT BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND DELAWARE CALL - 811 (WV 1-800-245-4848)(PA1-800-242-1776)(DC 1-800-257-7777) (VA 1-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152031 DRAWN BY: SFS CHECKED BY: DRH DATE: 11/11/16 SCALE: 1 "=20' CAD I.D.: SSO PROJECT: INITIAL SITE )PLA N FOR THE SHOPS AT W ESTFIE LD" ]�0AD LOCATION OF SITE 1250 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEIARLE COUNTY BOHLER EIg01 N EIll RIING 28 BLACKWE'L.L PARK LANE, SUITE 201 WARRENITON, VIRGINIA 20186 Phone:: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com XLTH jam' 1 U DANIEL R. HINES .a Lic. No. 043176 w 11/11116 �✓ "p4p�l4NAL`' SHEET TITLE: E)KNI� ��' ' 1 ING DEM0\ )LI i ION LAN SHEET NUMBER: Q TMP 61W -1-A-4 CHIAN, SHEOU-✓ONG OR LI YUN / DB 1548 P 037 ZONE- C- I / EX. USE.- RETAIL STORE PROP MODIFIED CUR SEE DETAIL SHEET 3 ilQ _• h z {�f zV?Z..vv"y 8011t..iM3j3 j .S.',^i Flow "? `Li F f.Ll>%L+t Ir Jz; r PROP MODIFIED CURB SEE DETAIL SHEET 3 F t y ,__—PROP. LIGHT (TYP) PROP. LIGHT (TYP) / 9 N N L169 PROP, 15" RCP sp R- PROP. LIGHT (TYP) W �. �' a by vl P .� Z rQ� j fk E PROP. C/0 4 GREASE TRAP q Q PROPi ''-'1 }�+ .- .w "' . ^Q . PROP. C/O f BO d ¢ L--SL—SL r r= 3 z \ fr t 9 / � r T L SL� f ( I 91 � �` I�1 n � - CC X k p sR P. LIGHT( EY f PROP. DUMPSTER PADS 1 / off, 10' PROP. LIGHT (TYP) L 0, ff PROP. STOP SIGN l � r f LOADING ZONE 119 ; f I i +�NEC1.1' 40' UTILITY (GAS) \ PROP LIMITS OF / I' EASEMENT DISTURBANCE 30' ACCESS ' DB 290 P 441 / EASEMENT DB DB 408 P 355 / 570 P 935/ \ DB 417 P 343 ' OB 1694 P119/ i du t Aj `TEMP. SLOPE a / EASEMENT NWY \ N 6R / PB X1 P 035 5r' - . 1` m.... W PROP. LIGHT (TYP) f< 9 J bo PROP MONUMENT / 10' PROPL-)?TY \ �F ;Ir y / SIGN SETBAG°K Fy ;%I,, /L� PROP, STOP SIGN ROP. 15" RCP 0/nh n %n ^..; ; s,, _ .... .........R.- „s _ -,' ✓r. 1, r a A cy .....__.. -� •av 82 7 < � f t ✓ ... ,.---- .. __-...._.�...... ...... .... ........ _...—.._.. __- -=dim-.,..-. ..._., ...-__..-._-._._-..--___ ., -k: .r � : _�., ,F,�. � .... ---'- - /! ,, � -. « % __. - — —A\ ...w- ii �n�""- _ _ 0� - --------------------------------------- _.. ._-- -. _---_--_- - __ - ....,, s -_ ; , � i � _ .. _ 5901--_/ -- ---_- — - -- -- .. i tl GAS EASEMENT — -- T - -- 1 r<h, = _— ;„ t OB 1694 P119 PLAT PROR MANHOLE — — =_ - — — --------------- ---------------- 1 , f aC.1S sFi' i k-----�___'.-_-----• �__-_ _ _.e-- - tel` , 1, jj r APPROX. DISTANCE TO INTERSECTIONSEMINOLE TRAIL US ROUTE 29 ` ., s, Tf?Et ; WITH GREENBRIER DR = 318'r r ; Y1h1111ii '�3i,.`V r -'Orf VD0' r� Al BOO X1— �4 H:',15W152031\DRAWINGSJPLAN SETSW152031SS0 JUSTIN GET OUT OF FILEDWG PRINTED BY: SSHEFFIELD 11.15.16 c@ 9:57 AM LAST SAVED BY: SSHEFFIELD 205.1' 181 �h PROP. WET TAP u} fl f 40' UT! ITY EASE NT OB 455 P 091 u%t��f1"7I`rY iOP LIMITS OF DISTURBANCE APPROX. DISTANCE TO INTERSECTION WITH COMMONWEALTH DR = 869' NOTES: 1. REFER TO SHEET 2 FOR GENERAL NOTES. 20 10 5 0 20 1 "= 20' r� H j U Q o w ti Cf2 Z � '.� Z F Q LL O F w S w 0 Q<~¢ o m E--1 J Q J J — a= Q= F Q O Q a o Q F (Ji p os w Cha w o a W p ¢� Q m o Via-: } ZQ vwio y W p Q� o o 0 ^~ W W m ��E>ce owl QU)_LUzz> ow ylrr'� >QF CC d' -J m W O O W W Q is ^ SS m :�oSSd' :5 U` F O F- FFF D SZ S JDth sic +'H WO W QOOW J Un cY m Un Z O N nF 4 p tY � O Q < o 0 0 a a� Ij>- Q W ZQ Q Z -W W S W C7 CC W' CC j w c� F z z 0 0 W ¢WO>->-�Q ow J r� 0- W O W W W 2 ¢ z �zcozZz0- ow om cAa cf) REVISIONS REV DATE COMMENT BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND DELAWARE CALL - 811 (WV 1-800-245-4848)(PA 1-800-242-1776)(DO 1-800-257-7777) (VA 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152031 ,11 DRAWN BY: SFS CHECKED BY: DRH DATE: 11/11/16 SCALE: 1"=20' CAD I.D.: SSO 01 PROJECT: INITIAL SITE PLAN FOR THE SHOPS AT WESTFIELD ROAD LOCATION OF SITE 1250 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY 28 BLACKWELL PARK LANE, SUITE 201 WARRENITON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com tiAL.TH OA DANIEL R. HINES': .p Lic. No. 043176 11/11/16 NAi. SHEET TITLE: SITE & UTILITY 'ir"Ld N SHEET NUMBER: 6 OF 9 40' UTILITY (GAS) EASEMENT D8 290 P 441 DB 408 P J55 DB 417 P J4J D8 1694 P119 1' IT 115W152031\DRAWINGSIP LAN SETSW152031SS0 JUSTIN GET OUT OF FII-E.DWG PRINTED BY: SSHEFFIELD 11.15.16 @ 9:57 AM LAST SAVED BY: SSHEFFIELD D8 9694 P119 (PLAT) i SElYId1�1�D1LE TRAIL �1S ]ROIJT]E 29 (PIRIA&E MiMUl ROW V90 P%&1T 800K X1-341) PfZT LIf#f = 45 f PPH STOIRT:1 �C, J8 2241 P n4 i4r •;Ifs'. ,� 0 NOT SS 1. REFER TO SHEET 2 FOR GENERAL GRADING AND UTILITY NOTES. 2. EXISTING TOPOGRAPHICAL INFORMATION BASED ON COUNTY GIS MADE AVAILABLE ON COUNTY WEBSITE 20 10 5 0 20 1 "= 20' f] Fr H � o 0 v LLI Q G = ~ Q L O ~ O z Q S Q o W W Q [IfQJ 2 W o ¢=r--QO¢ �s .. F, U Q F- to 0 o 0 Nom= >411>�110, 1 a �a W o �� Qo Q¢ o0 }Z< C2 oLL W m �:iE > af — a QcoSmzz> 8m >Q &CE wm �flSCF] ==m 2SSW z� H W O W ¢ O O w ti -j C/) � ED (0 Z0 �� �� wo O O Q Q o } 2 W } Q s W ZQ�Z}= '--'- ' Z -i w W 0�W w� I—Zz00 W H t-` Q W O }} 02 w W cC]'sccn3: 3: 3:< W W oz W O W W S w D z ED z z z d- o w ?dam o m ` �r2 R VISIONS REV DATE COMMENT BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVA"FORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND DELAWARE CALL -811 (WV 1-800-245-4848)(PA 1-800-242-1776)(DC 1-800-257-7777) (VA 1-800-552-7001)(IMD 1-800-257-7777)(DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152031 DRAWN BY: SFS CHECKED BY: DRH DATE: 11/11/16 SCALE: 1 "=20' CAD I. D.: SSO PROJECT: INITIAL SITE ll.ad N FOR W EST FI E1LD ROAD LOCATION OF SITE 1250 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY 28 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com BohlerEng.com PixLTH ' C�r, �z 10 f > .��m e Q DANIEL R. HINES .p LiEc. No. 043176 11/11/16 �'` ONONAL ON SHEET TITLE: PLAN SHEET NUMBER: 7 OF 9 X50 F Oj,7 Z01VE, C-1 ty dot m _< .o 570 f� �WFi �r{rR H:115\V 15203 \DRAWINGS\PLAN SETSWI52031LPO.DWG PRINTED BY: SSHEFFIELD 11.15.16 Q 9:57 AM LAST SAVED BY: SSHEFFIELD SEMINOLE TRAIL CJS ROUTE 29 bi`nI'M/ = 415 m/111H f?f'>s"`ffs>r ff}S 21-44 P J54 r i 20 10 5 0 20 l"=20' COMPLIANCE CHART FOR THE ALBEMARLE COUNTY ZONING ORDINANCE SECTION REQUIREMENTS CALCULATIONS (REQUIRED/PROPOSED) COMPLIANCE 32.7.9.6 (c) REQUIRED - WESTFIELD ROAD: STREET TREES SHALL BE PLANTED WITH EVEN SPACING IN A ROW ADJACENT TO THE REQUIRED: PUBLIC STREET RIGHT-OF-WAY. ONE (1) 194 LF OF RIGHT-OF-WAY (EXCLUDES LARGE STREET TREE SHALL BE REQUIRED ENTRANCES) FOR EVERY FIFTY (50) FEET OF ROAD 194 LF/ 50 LF = 3.7 OR 4 FRONTAGE, OR PORTION THEREOF, IF TWENTY-FIVE (25) FEET OR MORE. WHERE 4 LARGE STREET TREES REQUIRED PERMITTED, ONE (1) MEDIUM SHADE TREE SHALL BE REQUIRED FOR EVERY FORTY PROVIDED: (40) FEET OF ROAD FRONTAGE, OR 32.7.9.6 PORTION THEREOF, IF TWENTY (20) FEET 4 LARGE STREET TREES PROVIDED STREET TREE OR MORE. THE AGENT MAY APPROVE MINOR VARIATION IN SPACING. "%" INDICATES PLANT MATERIAL UTILIZED PLANTINGS TO FULFIL REQUIREMENT REQUIRED - SEMINOLE TRAIL: COMPLIES REQUIRED: 246 LF OF RIGHT-OF-WAY (EXCLUDES ENTRANCES) 246 LFI 40 LF = 6.15 OR 7 7 MEDIUM STREET TREES REQUIRED PROVIDED: 7 MEDIUM STREET TREES PROVIDED "#" INDICATES PLANT MATERIAL UTILIZED TO FULFIL REQUIREMENT 32.7.9.7 (B) REQUIRED: INTERIOR LANDSCAPING: EXCLUSIVE OF AREA OF PARKING LOT: 32,188 SF THE REQUIREMENTS OF SECTION 32,188 X 5% = 1,609 SF 32.7.9.7(A) AND (C), AN AREA EQUAL TO FIVE (5) PERCENT OF THE PAVED PARKING 1,609 SF OF INTERIOR LANDSCAPING AND VEHICULAR CIRCULATION AREA AREA REQUIRED SHALL BE LANDSCAPED WITH TREES OR SHRUBS. THIS SHALL INCLUDE ONE (1) 72 PARKING SPACES PROVIDED LARGE OR MEDIUM SHADE TREE PER TEN 72 / 10 = 8 PARKING LOT TREES REQUIRED (10) PARKING SPACES OR PORTION COMPLIES THEREOF, IF FIVE (5) SPACES OR MORE. PROVIDED: 32.7.9.7 INTERIOR LANDSCAPING SHALL BE PARKING LOT LOCATED IN REASONABLY DISPERSED PLANTING ISLANDS OR PERIMETER AREAS. SHRUB PLANTINGS ADJACENT TO A 1,700 SF OF INTERIOR LANDSCAPING AREA PROVIDED (5.3% INTERIOR LANDSCAPING AREA LANDSCAPING BUILDING SHALL NOT BE COUNTED AS PROVIDED) INTERIOR LANDSCAPING. 8 PARKING LOT TREES PROVIDED "^" INDICATES PLANT MATERIAL UTILIZED TO FULFIL REQUIREMENT 32.7.9.9 (A) REQUIRED: THE FOREGOING NOT WITHSTANDING, A TEN (10) PERCENT TREE CANOPY MINIMUM TREE CANOPY SHALL BE PROVIDED IN ACCORDANCE WITH THIS SITE AREA = 62,354 SF SECTION. "TREE CANOPY" OR "TREE 62,354 SF X 10% = 6,236 SF COVER" SHALL INCLUDE ALL AREAS OF COVERAGE BY PLAT MATERIAL EXCEEDING 6,236 SF OF TREE CANOPY REQUIRED FIVE (5) FEET IN HEIGHT AT MATURITY OF TEN (10) YEARS AFTER PLANTING. PROVIDED: SELECTION OF SPECIES FOR PLANTING SHALL BE IN COORD WITH SECTION 6,788 SF OF PROPOSED TREE CANOPY. :32.7.9.9 32.7.9.4(A). SPECIFICATIONS FOR TREE CANOPY PLANTINGS SHALL BE IN COORD WITH SECTION 32.7.8.5(B). EXISTING TREES TO SEE LANDSCAPE SCHEDULE ON THIS SHEET FOR A BREAKDOWN OF PROPOSED BE PRESERVED IN ACCORDANCE WITH TREE PLANTINGS. COMPLIES SECTION 32.7.9.4(6) TOGETHER WITH TREES REQUIRED UNDER SECTION 32.7.9.6, 32.7.9.7, AND 32.7.9.8 SHALL COUNT TOWARD SATISFACTION OF THE MINIMUM TREE CANOPY. 32.7.9.9(B) TEN (10) PERCENT TREE CANOPY FOR A SITE TO BE DEVELOPED WITH COMMERCIAL, OFFICE, OR INDUSTRIAL USES. ^y U Q UBT Q w Ste' VLLzf OLL ~ �w ' -ZQSQ �m W QQ2EZJo Q z F -Q O Q o ,y; i ^ sa ll 19 � w /0 3 a r g o � r -y a v Lu Q Q Q Q Q o a �CE2 d0-= -jZQ oo. }z LU LLJW QaC7 V o0 L O _ nH <U) LLIzz> ow > Q f�f 0� J m O LN Z 2 J Q 0 Z a LN 0 w Q O O w -i U) � [0 CO ZU �_ o w y 0 O Qo ° O � d ¢ o Q w > Q y w Q Q� Z W= i ZJ�YY w0_ 00 w (9 fj� Q W O O O w w z } } Q o w a_w0www= <w c D z m Z Z Z Q - o w CC o m f bu r=1 rz REVISlIONS REV DATE COMMENT BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND DELAWARE CALL - 811 (WV 1-800-245-4848)(PA 1-800-242-1776)(DC 1-800-257-7777) (VA 1-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152031 DRAWN BY: SFS CHECKED BY: DRH DATE: 11/11/16 SCALE: 111=20' CAD 1. D.: LSO PROJECT: INITIAL ITE PLAN FOR 1TH°��1°.e °S Jl�.✓�L S A JL LOCATION OF SITE 1250 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY �TB R 4 `: Ia fJ R i 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 k. VA@BohlerEng.com �,pLTHf0 V DANIEL R. HINES oa Lic. No. 043176 0� 11/11/16 jk# �s`S!0111A�. G` SHEET TITLE: LANIL11SCA E PLAN SHEET NUMBER: DEQM ani Runoff Reduction M bd preAdshee - Version 3,0 S.Resummary Total 43 Total 6i lurb0d AtT.e g 1.5.7 Site Land cover Summary Sftc,Tv and land Cover Nut6ent NutLoads rotat "I p Egad, Rediiction RegtA? �d lblyr! 0,84 0 45 Final flam't)ev tit: L64d On, me `e0ev :i++ as ent &N - - ri� 51tetompliance Summar m"szzimitt n R u pn aquas i� H:\151V152031\DRAWINGS\PLAN SETS\V152031SDO.DWG PRINTED BY: SSHEFFIELD 11.15.16 @ 9:57 AM LAST SAVED BY: SSHEFFIELD ti.iJn ry sltfy::pr,F?:lP. STORMWATER TER M A NA GEM ENT NARRATIVE EXISTING CONDITIONS THE SUBJECT SITE IS CURRENTLY A VACANT LOT THAT WAS PREVIOUSLY DEVELOPED AS A RETAIL PAD. THE MAJORITY OF THE SITE IS NOW COVERED WITH ASPHALT PAVEMENT AND AND ASSOCIATED PARKING IMPROVEMENTS. THE TOPOGRAPHY GENERALLY SLOPES TO THE SOUTH OF THE PROPERTY, AND DRAINS TO AN EXISTING CLOSED STORMWATER SYSTEM ALONG SEMINOLE TRAIL ROAD. STORMWATER NARRATIVE THE EXISTING SITE DRAINS TO AN EXISTING CLOSED STORMWATER SYSTEM ALONG SEMINOLE TRAIL ROAD. FOR THE PURPOSE OF THIS INITIAL SITE PLAN, IT IS ASSUMED THAT AN UNDERGROUND STORMWATER SYSTEM WILL BE REQUIRED TO PROVIDE ADEQUATE OUTFALL WITH THE PROPOSED IMPROVEMENTS. THE LOCATION, SIZE, AND USE OF AN UNDERGROUND STORMWATER SYSTEM IS SUBJECT TO CHANGE WITH FINAL ENGINEERING. WATER QUALITY NARRATIVE THE SUBJECT SITE WAS PREVIOUSLY A RETAIL STORE WITH ASSOCIATED PARKING AND IS THEREFORE CONSIDERED A REDEVELOPMENT. THE VIRGINIA RUNOFF REDUCTION METHOD (VRRM) REDEVELOPMENT SPREADSHEET WAS USED TO DETERMINE THE WATER QUALITY REQUIREMENTS FOR THIS SITE. APPROXIMATELY 1.52 ACRES OF DISTURBED AREA ARE ANTICIPATED WITH THE PROPOSED PROJECT. UNDER EXISTING CONDITIONS, THERE ARE APPROXIMATELY 0.56 ACRES OF MANAGED TURF AND 0.96 ACRES OF IMPERVIOUS COVER WITHIN THE DISTURBED AREA. WITH THE PROPOSED DEVELOPMENT, THERE WILL BE APPROXIMATELY 0.34 ACRES OF MANAGED TURF AND 1.18 ACRES OF IMPERVIOUS COVER WITHIN THE DISTURBED AREA. AS CALCULATED BY THE VRRM RE -DEVELOPMENT SPREADSHEET, 0.84 Ib/yr OF TOTAL PHOSPHORUS LOAD REDUCTION WILL BE REQUIRED. IT IS ANTICIPATED THAT NUTRIENT CREDITS WILL BE PURCHASED TO ACCOUNT FOR THE TOTAL PHOSPHORUS LOAD REDUCTION. r u z o 5� ° a 5S2 W QUO~ G' W� z d H Q m � a a 2i z -, � c7� �0o Q¢o�o LU m a Q Cf] da- S JZa �o zQo��z �o m a F-� CC E -j o w w0 c OLuLua m 7 . SS m �SSw' z <'' �I—O HI—FI— w S0S J00Z 'c¢ Lu O w a 0 0 w _Jcoa� mrnz° w +7 p Y aN o O a o } O F - 3: a za�z}=r C;'i c7a Z��YYuO.. oo T . w d' CL du w ca Lu w — Q ow r (j) U) J a d w 0 w w w= < w ow -4, 4, �a fE cca 01 REVISIONS REV DATE COMMENT BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH"S SURFACE ANYWHERE IN THE STATE, IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND DELAWARE CALL - 8'11 (WV 1-800-245-4848)(PA 1-800-242-1776)(DC 1-800-257-7777) (VA 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) NOT APPROVE® FOR CONSTRUCTION PROJECT No.: V152031 DRAWN BY: SFS CHECKED BY: DRH DATE: 11/11/16 SCALE: AS NOTED CAD I.D.: SDO F_ PROJECT: INITIAL SITE PLAN FOR THE SHOPS AT W ESTFI EaLD ROAD ZOIC ATION OF SITE 1250 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEIMARLE COUNTY z 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 1%A@BohlerEng.com pl T11 Z CJ DANIEL R. HINES ,0 Lic. No. 043176 R OP Lf; � 11/11/16 AV. I co' NAL _ 4 F_SHEETTITLE: COMP 7r T U T TION SHEET NUMBER: 9 OF 9 Final pom-Dever pment pmt— Adjwaod Pmll Site &V 0.77 s.4 378 �.... 3i 16.1 `i .�;'<"'� ..... 'P;.6 .' p#1yyt, ,p TP Wad, rotat "I p Egad, Rediiction RegtA? �d lblyr! 0,84 0 45 Final flam't)ev tit: L64d On, me `e0ev :i++ as ent &N - - ri� 51tetompliance Summar m"szzimitt n R u pn aquas i� H:\151V152031\DRAWINGS\PLAN SETS\V152031SDO.DWG PRINTED BY: SSHEFFIELD 11.15.16 @ 9:57 AM LAST SAVED BY: SSHEFFIELD ti.iJn ry sltfy::pr,F?:lP. STORMWATER TER M A NA GEM ENT NARRATIVE EXISTING CONDITIONS THE SUBJECT SITE IS CURRENTLY A VACANT LOT THAT WAS PREVIOUSLY DEVELOPED AS A RETAIL PAD. THE MAJORITY OF THE SITE IS NOW COVERED WITH ASPHALT PAVEMENT AND AND ASSOCIATED PARKING IMPROVEMENTS. THE TOPOGRAPHY GENERALLY SLOPES TO THE SOUTH OF THE PROPERTY, AND DRAINS TO AN EXISTING CLOSED STORMWATER SYSTEM ALONG SEMINOLE TRAIL ROAD. STORMWATER NARRATIVE THE EXISTING SITE DRAINS TO AN EXISTING CLOSED STORMWATER SYSTEM ALONG SEMINOLE TRAIL ROAD. FOR THE PURPOSE OF THIS INITIAL SITE PLAN, IT IS ASSUMED THAT AN UNDERGROUND STORMWATER SYSTEM WILL BE REQUIRED TO PROVIDE ADEQUATE OUTFALL WITH THE PROPOSED IMPROVEMENTS. THE LOCATION, SIZE, AND USE OF AN UNDERGROUND STORMWATER SYSTEM IS SUBJECT TO CHANGE WITH FINAL ENGINEERING. WATER QUALITY NARRATIVE THE SUBJECT SITE WAS PREVIOUSLY A RETAIL STORE WITH ASSOCIATED PARKING AND IS THEREFORE CONSIDERED A REDEVELOPMENT. THE VIRGINIA RUNOFF REDUCTION METHOD (VRRM) REDEVELOPMENT SPREADSHEET WAS USED TO DETERMINE THE WATER QUALITY REQUIREMENTS FOR THIS SITE. APPROXIMATELY 1.52 ACRES OF DISTURBED AREA ARE ANTICIPATED WITH THE PROPOSED PROJECT. UNDER EXISTING CONDITIONS, THERE ARE APPROXIMATELY 0.56 ACRES OF MANAGED TURF AND 0.96 ACRES OF IMPERVIOUS COVER WITHIN THE DISTURBED AREA. WITH THE PROPOSED DEVELOPMENT, THERE WILL BE APPROXIMATELY 0.34 ACRES OF MANAGED TURF AND 1.18 ACRES OF IMPERVIOUS COVER WITHIN THE DISTURBED AREA. AS CALCULATED BY THE VRRM RE -DEVELOPMENT SPREADSHEET, 0.84 Ib/yr OF TOTAL PHOSPHORUS LOAD REDUCTION WILL BE REQUIRED. IT IS ANTICIPATED THAT NUTRIENT CREDITS WILL BE PURCHASED TO ACCOUNT FOR THE TOTAL PHOSPHORUS LOAD REDUCTION. r u z o 5� ° a 5S2 W QUO~ G' W� z d H Q m � a a 2i z -, � c7� �0o Q¢o�o LU m a Q Cf] da- S JZa �o zQo��z �o m a F-� CC E -j o w w0 c OLuLua m 7 . SS m �SSw' z <'' �I—O HI—FI— w S0S J00Z 'c¢ Lu O w a 0 0 w _Jcoa� mrnz° w +7 p Y aN o O a o } O F - 3: a za�z}=r C;'i c7a Z��YYuO.. oo T . w d' CL du w ca Lu w — Q ow r (j) U) J a d w 0 w w w= < w ow -4, 4, �a fE cca 01 REVISIONS REV DATE COMMENT BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH"S SURFACE ANYWHERE IN THE STATE, IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND DELAWARE CALL - 8'11 (WV 1-800-245-4848)(PA 1-800-242-1776)(DC 1-800-257-7777) (VA 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) NOT APPROVE® FOR CONSTRUCTION PROJECT No.: V152031 DRAWN BY: SFS CHECKED BY: DRH DATE: 11/11/16 SCALE: AS NOTED CAD I.D.: SDO F_ PROJECT: INITIAL SITE PLAN FOR THE SHOPS AT W ESTFI EaLD ROAD ZOIC ATION OF SITE 1250 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEIMARLE COUNTY z 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 1%A@BohlerEng.com pl T11 Z CJ DANIEL R. HINES ,0 Lic. No. 043176 R OP Lf; � 11/11/16 AV. I co' NAL _ 4 F_SHEETTITLE: COMP 7r T U T TION SHEET NUMBER: 9 OF 9