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HomeMy WebLinkAboutSDP201800088 Plan - Approved Major Amendment, Final Site Plan 2019-10-28�D .<:»•, < tt 5}All y5 1 SUNRIS I S NI -OR IVINQ i I I I I =IN I CONTACT INFORMATION PROPERTY OWNER: UNIVERSITY OF VIRGINIA FOUNDATION ADDRESS: P.O. BOX 400218 CHARLOTTESVILLE VA, 22904 OWNER/DEVELOPER: SUNRISE SENIOR LIVING CONTACT: SYDNEY RYAN ADDRESS: 7902 WESTPARK DRIVE MCLEAN, VA 22102 TELEPHONE NO: 703-854-0623 EMAIL ADDRESS: SYDNEY.RYAN©SUNRISESENIORLIVING.COM ARCHITECT: STUDIOTWENTYSEVEN ARCHITECTURE CONTACT: TODD RAY,FAIA, LEED-AP ADDRESS: 1600 K STREET NW, SUITE 800 WASHINGTON, DC 20006 TELEPHONE NO: 202-939-0027 EMAIL ADDRESS: TRAY®STUD1027ARCH.COM ENGINEER: DRAPER ADEN ASSOCIATES CONTACT: E. CAMPBELL BOLTON, P.E. ADDRESS: 110 AVON STREET CHARLOTTESVILLE, VA 22902 TELEPHONE NO: 434-295-0700 EMAIL ADDRESS: CBOLTON@DAA.COM SOURCE OF SURVEY: DRAPER ADEN ASSOCIATES CONTACT: CHERYL STOCKTON ADDRESS: 110 AVON STREET CHARLOTTESVILLE, VA 22902 TELEPHONE NO: 434-295-0700 EMAIL ADDRESS: CSTOCKTON@DAA.COM PROPERTY INFORMATION PARCEL ID: 06000-00-00-024EO GPIN: 478632910054 TOTAL ACRES: 58.91 ADDRESS: 2600 BARRACKS RD, CHARLOTTESVILLE, VA 22901 OWNER: UNIVERSITY OF VIRGINIA FOUNDATION ZONING: PLANNED RESIDENTIAL DEVELOPMENT OVERLAY DISTRICTS: ENTRANCE CORRIDOR AIRPORT IMPACT AREA STEEP SLOPES OVERLAY (SEE PLANS) MAGISTERIAL DISTRICT: JACK JOUETT EASEMENTS RECORDED ON -SITE: DEED BOOK 1191 PAGE 570 (WATER AND SEWER) DEED BOOK 05216 PAGE 0558-00565 (STORMWATER MANAGEMENT) PREVIOUS APPLICATION PLANS: SDP199100070 - RELOCATION OF SATELLITE DISH SDP199200058 - ADDITION OF A STORAGE SHED SDP198900074 - ADDITION TO EXISTING LIBRARY SDP200600028 - BUILDING ADDITION (INCLUDING ASSOCIATED LANDSCAPING AND WALKWAYS) SDP200800071 - DECK ADDITION LOR (2012) - ADDITION OF FOUR DECKS LOR (2014) - ADDITION OF AN ABOVE GROUND FUEL TANK WATER/SEWER: PUBLIC (ALBEMARLE COUNTY SERVICE AUTHORITY) MINIMUM SETBACKS: 150' SIDE (PROFFERED); 50' REAR; 100' FRONT (PROFFERED - 30 FT WOODED BUFFER AREA AND AN ADDITIONAL 70 FT SETBACK FOR STRUCTURES ALONG BARRACKS ROAD WITH A TOTAL OF 100 FT SETBACK) PROFFERS: 1988 ZONING MAP AMENDMENT (ZMA-88-09) CODES OF DEVELOPMENT: N/A BONUS FACTORS: N/A HISTORICAL INFORMATION: N/A SITE INFORMATION PRESENT/PROPOSED USE: ASSISTED LIVING FACILITY ADDITIONAL UNITS/BEDS: NONE EXISTING IMPERVIOUS AREA: 0.23 ACRES PROPOSED IMPERVIOUS AREA 0.29 ACRES TOTAL DISTURBED AREA: 0.82 ACRES FLOODPLAIN: N/A PROPOSED FIXTURE COUNTS: TOTAL WATER CLOSETS: 5, TOTAL URINALS: 2, TOTAL LAVATORIES: 3 PROPOSED ADDITION HEIGHT: 20' MAX. (LOWER THAN EX. BUILDING) MAXIMUM STRUCTURE HEIGHT: 65' 1 These documents, including drawings and specifications, were prepared by Draper Aden Associates, Consulting Engineers, pursuant to a contract by and between Draper Aden Associates and StudioTwentySeven Architecture with respect to the project described in said contract. Any reuse or modification of said documents (whether hard copy or electronic) without written verification or adaptation by Draper Aden Associates for the specific purpose intended will be at the sole risk of the individual or entity utilizing said documents, drawings and specifications and such use is without the authorization of Draper Aden Associates. Draper Aden Associates, Consulting Engineers, shall have no legal liability resulting from any and all claims, damages, losses, and expenses, including attorney's fees arising out of the unauthorized use of these documents, drawings, specifications, reports, and studies prepared as a result of the aforesaid contract. ALBEMARLE COUNTY, VIRGINIA VICINITY MAP ALBEMARLE COUNTY, VIRGINIA (GIS) 1 " = 1000, -PROJECT DESCRIPTION THE PROJECT PROPOSES TO CONSTRUCT AN APPROXIMATELY 10,000 SQUARE FOOT. ADDITION AT THE COLONNADES CONSISTING OF OF DINING AND RECREATIONAL SPACE. SITE WORK WILL INCLUDE NEW STAIRS AND RAMPS AT THE SOUTHWEST AND SOUTHEAST CORNERS OF THE BUILDINGS TO CONNECT WITH THE EXISTING PATHS, ACCESS PATH TO THE SITE DURING CONSTRUCTION, AND THE INSTALLATION OF A STORMWATER MANAMGEMENT FACILITY. Previously Approved Plan THE ORIGINAL DEVELOPMENT OF THE PROPERTY WAS BASED ON PLANS PREPARED BY SECS TITLED 'THE COLANNADES' WITH A 'FINAL SITE PLAN APPROVAL BY ALBEMARLE CO.' REVISION DATED 10/12/1989. ZONING APPROVAL IS BASED ON A JULY 21, 1988 LETTER FROM THE COUNTY (ZMA-88-09) STATING RE -ZONING (R4 TO PRD) IS APPROVED AND LAYS OUT THE REQUIRED PROFFERS. THE ADDITION DETAILED IN THESE 2018 PLANS ARE IN COMPLIANCE WITH ALL PROFFERS ASSOCIATED WITH THE PROPERTY. Associated Plans REFER TO WATER PROTECTION ORDINANCE SUBMITTAL VSMP/WPO# 201800093 FOR ADDITIONAL INFORMATION AND REQUIREMENTS RELATING TO EROSION AND SEDIMENT CONTROL AND STORMWATER MANAGEMENT. ORIGINAL DATE OF PLANS SEPTEMBER 21, 2018 DAA PROJECT NO.: 18060111-020301 NOTE: CONTRACTOR TO CONTACT VA811.COM, DIAL "811" OR 1-800-552-7001, AT LEAST 3 WORKING DAYS IN ADVANCE OF PLANNED WORK. County Signature Block THESE PLANS HAVE BEEN SUBJECTED TO TECHNICAL AND QUALITY REVIEWS BY: NINA R. KEMPIC, E.I.T. f�1;7 � W/09 NAME: PRINTED SIGNATURE DATE PROJECT DESIGNER E. CAMPBELL BOLTON, P.E. 9/W0 NAME: PRINTED SI NATURE`` DATE PROJECT MANAGER LAURA MORILLO, P.E. ' 9/////9 NAME: PRINTED SIGNA JRE DATE QUALITY REVIEWER SUNRISE SENIOR LIVING THE COLONNADES EXPANSION PROJECT 2600 BARRACKS ROAD CHARLOTTESVILLE, VA 22901 CLIENT ARCHITECT STRUCTURAL ENGINEER KEY PLAN N NO. DATE DESCRIPTION MAJOR SITE PLAN AMENDMENT �TH OF j r� E. CAM BELL OLTON y Lic. No. 051495 �C090 �0� ��%%��� �wW SIGNAL �� DRAWING NUMBER SUNRISE SENIOR LIVING 7902 WESTPARK DRIVE T (703) 273.7500 WWW.SUNRISESENIORLIVING.COM PROJECT MANAGER STUDIOTWENTYSEVENARCHITECTURE 1600 K STREET NW, SUITE 800 WASHINGTON, DC 20006 T (202) 939.0027 / F (202) 939.0270 W W W.STUD1027ARCH.COM CIVIL ENGINEER KEAST &HOOD CO. 113 4TH STREET NE, SUITE 100 CHARLOTTESVILLE, VA 22902 T (434) 260-8181 W W W.KEASTHOOD.COM MEP ENGINEER 1 2/19/2019 REVISED PER COUNTY COMMENTS 2 4/19/2019 REVISED PER COUNTY COMMENTS DRAWING TITLE MAJOR SITE PLAN AMENDMENT COVER SHEET 3 9/11/2019 REVISED PER COUNTY COMMENTS DRAWING TYPE CIVIL HIMES ASSOCIATES, LTD 3702 PENDER DRIVE T (703) 591.7272 / F (703) 591.7284 W W W.HIMESASSOCIATES.COM DRAPER ADEN ASSOCIATES 110 AVON STREET CHARLOTTESVILLE, VA 22902 T (434) 295-0700 WWW.DAA.COM INTERFACE ENGINEERING 2000 M STREET NW, SUITE 270 WASHINGTON, DC 20036 T (202) 370.9555 WWW.INTERFACEENGINEERING.COM DRAWING SCALE N/A DRAWING DATE SEPTEMBER 21, 2018 PROJECT NUMBER 18060111-020301 MINIMUM STANDARDS A VIRGINIA EROSION AND SEDIMENT CONTROL PLAN MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-1, PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT - LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER. F. APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH. MS-17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE VESCP AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS-19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA. STREAM RESTORATION AND RELOCATION PROJECTS THAT INCORPORATE NATURAL CHANNEL DESIGN CONCEPTS ARE NOT MAN-MADE CHANNELS AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS: A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, (DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: (1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR (2) (A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS. (B) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND (C) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEIM. C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: (1) IMPROVE THE CHANNELS TO A CONDITION WHERE A TEN-YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL, THE BED, OR THE BANKS; OR (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN-YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; (3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TEN-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE VESCP AUTHORITY TO PREVENT DOWNSTREAM EROSION. D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT PROJECT. F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, HE SHALL OBTAIN APPROVAL FROM THE VESCP OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATORS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. H. ALL ON -SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. J. IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. K. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. L. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS SHALL SATISFY THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS IF THE PRACTICES ARE DESIGNED TO (1) DETAIN THE WATER QUALITY VOLUME AND TO RELEASE IT OVER 48 HOURS; (II) DETAIN AND RELEASE OVER A 24-HOUR PERIOD THE EXPECTED RAINFALL RESULTING FROM THE ONE YEAR, 24-HOUR STORM; AND (III) REDUCE THE ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1.5, 2, AND 10-YEAR, 24-HOUR STORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE SITE ,ASSUMING IT WAS IN A GOOD FORESTED CONDITION, ACHIEVED THROUGH MULTIPLICATION OF THE FORESTED PEAK FLOW RATE BY A REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN IT WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN ITS PROPOSED CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT TO § 62.1-44.15:54 OR 62.1-44.15:65 OF THE ACT. M. FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 62.1-44.15:52 A OF THE ACT AND THIS SUBSECTION SHALL BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE STORMWATER MANAGEMENT ACT (,§ 62.1-44.15:24 ET SEQ. OF THE CODE OF VIRGINIA) AND ATTENDANT REGULATIONS, UNLESS SUCH LAND -DISTURBING ACTIVITIES ARE IN ACCORDANCE WITH 9VAC25-870-48 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATIONS. N. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 9VAC25-870-66 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATIONS SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF SUBDIVISION 19 OF THIS SUBSECTION. GENERAL NOTES 1. DIMENSIONS AND RADII ARE TO EDGE OF PAVEMENT AND TO OUTSIDE FACE OF BUILDINGS, WHERE APPLICABLE, UNLESS OTHERWISE INDICATED. 2. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM THE LOCAL OR STATE AGENCIES AT HIS EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROVING A FOUNDATION SURVEY TO ALBEMARLE COUNTY AS REQUIRED. 4. THE CONTRACTOR SHALL NOTIFY ALBEMARLE COUNTY AT LEAST ONE WEEK PRIOR TO STARTING WORK ON THIS PROJECT. 5. THE CONTRACTOR SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT THE SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY INSPECTORS. 6. VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING CONDITIONS IN THE FIELD. ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND NOTIFY THE ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK. 7. DEVIATIONS FROM OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED, UNLESS OTHERWISE APPROVED BY THE ENGINEER. 8. PERFORM ALL WORK USING DIMENSIONS SHOWN ON THESE PLANS. DO NOT USE SCALES, RULERS, DIVIDERS, MAP WHEELS OR OTHER MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS. 9. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY VEHICLES, EQUIPMENT, OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED TO THE SATISFACTION OF THE OWNER. 10. REFER TO THE LANDSCAPE PACKAGE FOR ALL PLANTINGS. EXISTING TREES ARE TO REMAIN WHEREVER POSSIBLE. CONTRACTOR SHALL WALK THE SITE WITH THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO CONSTRUCTION TO DETERMINE WHICH TREES WILL BE PROTECTED AND WHICH TREES WILL BE REMOVED. 11. PROPERLY SECURE THE CONSTRUCTION AREA AT ALL TIMES AGAINST UNAUTHORIZED ENTRY AND ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. PAVEMENT AND DRAINAGE STANDARD NOTES 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH THE STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S, LATEST EDITION, EXCEPT WHERE ALBEMARLE COUNTY STANDARDS ARE APPLICABLE. 2. ALL STORM SEWER SHALL BE DUAL WALL HDPE PIPE WITH SMOOTH INTERIOR AND CORRUGATED EXTERIOR WALLS MEETING AASHTO M252, TYPE S FOR 4" THROUGH 10" AND AASHTO M294, TYPE S FOR 12" THROUGH 60" OR PVC CORRUGATED SEWER PIPE WITH SMOOTH INTERIOR MEETING ASTM F949, EXCEPT AS NOTED. 3. CONCRETE DRAINAGE STRUCTURES MAY BE EITHER PRECAST OR CAST -IN -PLACE. ALL SHALL BE VDOT STANDARD (PER SECTION 100 OF THE ROAD AND BRIDGE STANDARDS). ALL CONCRETE STRUCTURES SHALL HAVE IS-1 SHAPING IN ACCORDANCE TO VDOT STANDARDS. 4. PVC DRAIN BASINS AND INLINE DRAINS SHALL BE NYLOPLAST OR APPROVED EQUAL. ALL SUMPS SHALL BE FILLED WITH CONCRETE OR PLUGS TO THE INVERT OUT TO ELIMINATE PONDING WATER. 5. ALL STORM SEWER SHALL HAVE A MINIMUM OF 6" AGGREGATE BEDDING MATERIAL. 6. FOR STORM SEWER LINES WITH OVER 8' OF COVER, REFER TO THE MANUFACTURER'S GUIDELINES FOR PROPER BACKFILL. 7. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL DITCHES, PIPES, AND OTHER DRAINAGE STRUCTURES FREE FROM OBSTRUCTION UNTIL WORK IS ACCEPTED BY THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO MAINTAIN DRAINAGE STRUCTURE IN OPERABLE CONDITION. 8. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 9. THE PAVEMENT DESIGN IS SUBJECT TO CHANGE DUE TO SOIL CONDITIONS AT THE TIME OF CONSTRUCTION, AS DETERMINED BY THE INSPECTORS FOR THE OWNER OR ALBEMARLE COUNTY. 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED AREAS AND DISPOSED OF PROPERLY AT AN APPROVED LOCATION. 11. EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY CONTRACTOR (WHICH ARE NOT TO BE REMOVED) SHALL BE REPAIRED TO LIKE -NEW CONDITION. UTILITY NOTES 1. THE LOCATION OF EXISTING UTILITY LINES, CONDUITS OR OTHER STRUCTURES ACROSS, UNDERNEATH, OR OTHERWISE ALONG THE LINE OF PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND IF SHOWN MAY ONLY BE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON THE PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS TO PERMIT REVISIONS IF NECESSARY. FOR ASSISTANCE IN LOCATING EXISTING UTILITIES CALL "MISS UTILITY", 811. 2. TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT SHOWN ON THESE PLANS. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. DAMAGE TO UTILITIES (INCLUDING UNDERGROUND) OR PROPERTY OF OTHERS BY CONTRACTOR DURING CONSTRUCTION SHALL BE REPAIRED TO PRE -CONSTRUCTION CONDITIONS BY CONTRACTOR AT NO COST TO OWNER. 3. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 4. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES AND THE MEP ENGINEERS ON THE REQUIREMENTS FOR AND LIMITS OF ANY UTILITIES NOT DETAILED ON THE CIVIL PLANS. GENERAL EROSION AND SEDIMENT CONTROL NOTES ES-1 UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES .WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK-(VESCH) AND VIRGINIA REGULATIONS 9VAC2-840 EROSION AND SEDIMENT CONTROL REGULATIONS. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES-2 ALBEMARLE COUNTY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMIENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIiOR TO THE FINAL INSPECTION. ES-3 ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING OR LAND -DISTURBING AND SEQUENCE OF CONSTRUCTION APPROVED, ES-4 A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE _MAINTAINED ON THE SITE AT ALL TIMES. ES-5 PRIOR TO LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS OR OFF -SITE FILL ACTIVITIES, THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND FOR APPROVAL BY ALBEMARLE COUNTY. ES-6 THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY ALBEMARLE (COUNTY. ES-7 SITE GRADING IS TO DRAIN TO THE PERIMETER CONTROLS AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING CONSTRUCTION, UNTIL FINAL STABILIZATION IS ACHIEVED. ES-8 DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES-9 THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY (AT LEAST DAILY) AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. Storm Structure Concrete �1 Asphalt Bioretention `� w Reinforced Turf ............... ....... ....................... J.... Building ALBEMARLE COUNTY PLAN GENERAL NOTES GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2.ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3.EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4.ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5.THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6.PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7.ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. &UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9.ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2.ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7.ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. &DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7: OOAM TO 9: OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/1000SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/1000SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SE-DIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR, 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22.PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp Ill-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: © Trees to be saved; A Limits of clearing (outside dripline of trees to be saved); Y1 Location and type of protective fencing; N/A ❑ Grade changes requiring tree wells or walls; NIA ❑ proposed trenching or tunneling beyond the limits of clearing. 2, Markings: © All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. FO No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: © Tree preservation and protection measures shall be reviewed with the contractor on site, 4. Equipment Operation and Storage: © IIeavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplWes of trees, to be saved. 5. Soil Erosion and Storrnwater Detention Devices: © Such devices shall not adversely affect trees to be saved. 6. Fires: Q Fires are not permitted within 100 feet of the dripline of trees to be saved..- 7. Toxic Materials - El Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: © Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. © Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. `free Wells: N/A ❑ When the ground level roust be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: N/A ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. 'Trenching and'funneling: NIA ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: R) Protective fencing shall be the last items removed during the final cleanup. 13. Damaged `frees: R1 Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist, NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER CONTRACT PURCHASER SIGNATURE (DATE) (DATE) 5/1/06 Page 1 of 1 SUNRISE SENIOR LIVING THECOLONNADES EXPANSION PROJECT 2600 BARRACKS ROAD CHARLOTTESVILLE, VA 22901 CLIENT ARCHITECT STRUCTURAL ENGINEER KEY PLAN n I ' V NO. DATE DESCRIPTION MAJOR SITE PLAN AMENDMENT LTH OF yr E. CAM BELL OLTON Lie. No. 051495 �_d SIONAL �� DRAWING NUMBER coo SUNRISE SENIOR LIVING 7902 WESTPARK DRIVE T (703) 273.7500 WWW.SUNRISESENIORLIVING.COM PROJECT MANAGER STUDIOTWENTYSEVENARCHITECTURE 1600 K STREET NW, SUITE 800 WASHINGTON, DC 20006 T (202) 939.0027 / F (202) 939.0270 WWW.STUD1027ARCH.COM CIVIL ENGINEER KEAST & HOOD CO. 113 4TH STREET NE, SUITE 100 CHARLOTTESVILLE, VA 22902 T (434) 260-8181 WWW.KEASTHOOD.COM MEP ENGINEER 1 2/19/2019 REVISED PER COUNTY COMMENTS 2 4/19/2019 REVISED PER COUNTY COMMENTS DRAWING TITLE GENERAL NOTES AND LEGEND 3 9/11/2019 REVISED PER COUNTY COMMENTS DRAWING TYPE CIVIL HIMES ASSOCIATES, LTD 3702 PENDER DRIVE T (703) 591.7272 / F (703) 591.7284 WWW.HIMESASSOCIATES.COM DRAPER ADEN ASSOCIATES 110 AVON STREET CHARLOTTESVILLE, VA 22902 T (434) 295-0700 WWW.DAA.COM INTERFACE ENGINEERING 2000 M STREET NW, SUITE 270 WASHINGTON, DC 20036 T (202) 370.9555 WWW.INTERFACEENGINEERING.COM DRAWING SCALE N/A DRAWING DATE SEPTEMBER 21, 2018 PROJECT NUMBER 18060111-020301 / 1 / i i I i $ 9 \ �x D \O -I fCLEANi Ix JG: R-1 RESIDENTIAL ; EL ID: 60-66A / / ; f I/ / /,/ / 1 I / i , / 15 OWNER ZONING PARCEL ID E WILLIAM D & KRISTEN R NEIGHBORHOOD 60L-03-49 CRAIG MODEL DISTRICT 2 F WILLIAM D & KRISTEN R NEIGHBORHOOD 6OL-03-50 CRAIG MODEL DISTRICT 9 SAMUEL BRICECRAIG NEIGHBORHOOD 6OL-03-51 MODEL DISTRICT E HEISKELL PORTERFEILD NEIGHBORHOOD 6OL-03-52 SMITH 11 1 MODEL DISTRICT H BENJAMIN NEIL DAVIS NEIGHBORHOOD 60L-03-53 MODEL DISTRICT H SAMUEL BRICE CRAIG NEIGHBORHOOD 6OL-03-54 I MODEL DISTRICT -1 F 7 SAMUEL BRICE CRAIG NEIGHBORHOOD 60L-03-55 MODEL DISTRICT — ® OUT OF E30UNDS ASSOCIATION HOMEOWNERS CIA NEIGHBORHOOD 6OL-A jc o COMMUNITY GROUP MODEL DISTRICT M uu I U HOMEOWNERS ASSOCIATION N EIGHBORHOOD 6OL-C C/O COMMUNITY GROUP MODEL DISTRICT E0 JAMES WILLIAM SIMMONS R-2 6OD-OF-10 RESIDENTIAL [ 11 -] DIANE W OR MICHAEL J R-2 60D -OH-10 SOLATKA RESIDENTIAL -] F12 DIANTHA HOLT MCKEEL R-2 6OD-OH-9 I RESIDENTIAL R-15 6OA2-01-34 ASSOC.,INC. 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I /j/ /1 ,I � / j/ 0A ? l/ I / I 7 i -"/ /,11 el / // . ii/ � i �I 1�1/- A / 1/ /�i 3 �/v /1, z I �1A /I - 1; 1� yI I // 1/ "!1'; F" / I ,� �I" i /f ?� /," A ;� � � / "/ // l / �NEW VARIABLE WIDTH , / I`^ I 11 STORMWATER MANAGEMENT i I I , / FACILITY AND ACCESS EASEMENT '/ � / ,/11 00565 /1 , 1 �, � ; -"Ii I✓ - ­�' ") ,/,,/Y i /1 I � /,.j I �/\ \ I / / I � / ,� �I Il ", I / , M. �" ,11� 7 ,."�I /,, I I -\ \" r y ­,-� �, \IXy�, � ,/( f-.,'\\.ss1,R-�G�3�, I -/,,/ I � ._,\ 7g-'''.,��,,��V,� - / £)/ .,%-) ,\{ II < ,1��,,,o,�, � ­1­- �I, -1I / � ; ;') l��l, ­N 1 0z � nIuRETEN TION e" / // / ; " /` 1;/,,-�l,�;�i, 11c�,-�­ ,i / / /&I" /' ; '"/ l 1­/ � 1 � i ,,`4�­�1I �,34?6�� � %� f,e,//"', /\ ; �/', 1 <-, < ­( ­,�) 11­..­­ "..,:F' , " < � , I � <�> \v>--; , " Y/.NEW VARIABLE WIDTH PRIVATE ,� ,I / // ' STORM DRAINAGE EASEMENT "'/ ,\ j ,/ ., REINIFORCED TURF,1, LIMIT 1. 11,/ \ Ai , DB 05216 PC 0558-00565 ,I ? ,,..DISTURBANCE:\// \/ , , - ! 11 / SOIL BOUNDARY (TYP) \ FIRE ACCESS /\�/�1C 0 I '/J" I I I ,, ,/,,i I O.82 ACRES / ,, ',�H / /! 1/ V)/,,w, ,"�,�,- i / t, /\ ", \ 1,1il I 1 14",,,,) ,I , -� �\ \�i//I/,­­/, \11 %��;I � 1 ; . ,1,f--­ 1 -, \ 1', -�� /',j,/�,\/ �\,-1",\ " ,i I ', � 1 , I ,I�/ I"1`1­�,, / /,1­\,10 \i,"i %" �4k/»"/ / -\V ",\1,\1,"� /�Y / �) ,-,� ,\ �i / \,�\ y...� , 1,%.t/I\11t i, �C� . // /"I/ ��*/��>,," �­. ,� ; C / I \ I /i I­a-\/\\KI1, ". " \ ",, AK I I 11bI\ \,/ \"­0e; ­%xz,zx1-." I i A ­ ,I i I I EXISTING STORMWATER,//, ei­Il\\ 1/' I I \",MANAGEMENT BASIN—-- -----------" -, / , i , I "'1----'I, "1/ // STORM SYSTEM I -'\ -- /"X�/ /"�,,,-/j..--­-­ ..�­ %,�- ,' / ,i 1�-,/-- r-"1"// I �N,1 ­...­--1--�.. "/ /.I � j 1,--X b` """A�1`, ,-­..­­­:,�/ / MANMADE CHANNEL, ,,, I ) /, ' , WHICH IS PART OF "1-1,,-,­­" f1,k-,1 STORMWATER BASIN /1f ''­­'r"-/ 1--\1�\/ i"/ I /. i I �-1� 1i \- // 1 i I �-�// I I if \---�-­../ Jr11/\1 / "I -1-11 --\­­­./.(,5I i i if /�',­--f I ---"-/ �,*�­ . -.- -- - .-1.1�. -_ - - -"- I -I,,. ­ %-%/'m,�',.­ .­.. � - : ,%� i i , I % ;II I 1, I1 1\ , I , � 11/\ \ I'll , 1I / 1I I I ;f i --"" I \­ .... �PROPERTY LINE I I -­ �- � - 1- ll� j -- PPROXIMATE LOCATION i ­­­"1---OF STORMWATER BASIN,IN\. i ! I is 1�,EE(i \\DISCHARGE INTO CRK", ­, " 1��,� ,-1,. 1) ," 1k S--­1-1.........­--- I�*111�% \ ­--,-- TRIBUTARY --'----, ........ ... EADOW CREEK \, 10 \ \- --M, ------ -- \ \\ - - - - , ­ ---- --- ,-UNIVERSITY OF VIRGINIA .­­­ - -- ,--.—.,- FOUNDATION ,-.- -11 -..­. ­-'Z-� , -O"­-N-*.-.I-N-­-G-.,-:­­-R., 11 \-4&R-"\ 1 \ `11 \RESIDE NTIAL ----- PARCEL ID: 60-24B --..--I......... — -­) I\I -1, , B r . (­ ­ -, N t*,'. ,. "I e i , . --, " . . . "..­ .-­-(­ - , ­- ­­"�.I � .."... " ­- , '.­ , - i- 1 .1 1 Iz \- I " \ � .1,11"Z -z" , '1�11 ]"- � ­­.­.-----­-- --, ,.. z ,-..... ....</ 1..11\ .. ' ; I / fO 1,J I 1\ / -­/-,l-1­ rX \/ ,,,) ,%,, , /.%)& \',ssAPPROX. LOCATION OF EXISTING .,.-,- %/-�/ "."\y " \ , � 1 SANITARY SEWER LINES (PER i/ / ­ ,` /,- t% " �.1989 PLANS); ONLY A PORTION ­X-/, ,<",. f \.A� ,S/ �OF THE SYSTEM IS SHOWNi�-.., / ./,\ _/!1 ,,,, / / ,- I 6/I`� 1 �/� it / e ' `�,� lo ,� v"I ! , /, 1 /1/ ,�s .,/ , // <-­ ..i ,/ ,� ,\ -�.,. \ I , I 1,s",/ \I / 11 1 1 , "­/ 4 1\0F 1t; fzkk G / ­" ^". 11-.-� 1I1. l - I / . , ' \ ­ " , ., 7 , � ' . y , f 1" , II 7 I . ,� / / II � ...� 1X�.,.. .-. .. ..—.......'. ..­. ... ........ .. .. ..... ... .. ....­..... ..."..I...... ..­. .., ...­..."�. .. ..1 .. ... .."­1. ..­ , ... .. ........1 "....1 .....1 ....11, ...,"I...­­..., I.... ...,� .... ­'... l...1...l.. .." ..'1.I �.... .-..I1-1.... -..I1... ....I1.. 11...I1�.. .-- X1� b..X.-.X.. �.�...­..I.X..- .. .... .......I....�....­ .... ..� �... .. ­. . ­.."� ..1.... .,. ....� .....­�.. ;".,... ., .:..I .,....�-., ­..."..... .. �.� . .�..­, 1 \I . /. . . — � . :. . ,. I . 1 ­ X� � . i .��. . . . \ l � ' I /1 /- , "I ...\1 I 1 �I / \ " \" . , —/ -/--�- I I .!� / 1. ."1 .1�\ lV ,I ; I 5,0 /// /e ,, f / 1//, SIDE SETBACK /I ­­-1­Z­./ // \I// / / / / " / --� / 1 I \\ /­-­­ --/ i, .oOP vI4v1xl0jYii4��\ /"--.---,­/ / / / /n .Alb;.hiare-fios- dyI,am210\i / /"/l/ ! //i1 , 7 oercent,slopes / r / i / /,-\1 I/v 2c Albemarlefine sandy loam. 7 to ,A,\ / 1// N', 15 percent :sTopei 11\/ / /1 I / /- /f/ it. ,, " Z "' 2D Albemarlefine Sandy loam: 15 ? 1,-/ z / to 27perrenk slopes / 1 )/ / " - I 6­' , ,,/1"11/I1. / i 3D Albemar4ve(Y st66 ,fina.saidy 1,f// �---,-�X1, � ' I lq4m15 to 25percent sfoI s. . */Z­1---- I i�/ i/ I 210 Cdp�Pqr rte sapdyjoam710 / / / I/ / I i// * �/ f ,� i 15 peroeptslopes I i \/ 1 \i /i1,, / 7 / I I/; I SOIL DATA FROM NRCS FOR 1 I 1 1' i-,,/ ! ALBEMARLE COUNTY. REFER TO FILE i/ " I-*1/ WPO201800093 FORT FULL REPORT. \ / \ / 4// \, / I i \-, NOTE: EXISTING CONDITIONS OUTSIDE . \\.�, ,/ / 1',\/ ��/ /1 THE SURVEY LIMITS COMPILED FROM \., \, i /1/ 'I " ALBEMARLE COUNTY GISSITE VISITS .../ t ,%, / 1,/ AND REFERENCE TO 1989 SITE PLANS. 1­11­I%`$ / / / ! \ / t/, JAMES MORRIS ZONING: RURAL CEL ID: 6OA-09-2 l��A­ . " - � - , , — "1 . ./ , ­ 1 , ' , - ?. - . 1 � . , ' 1 ­ - - -. , � — " " , , - ­ - , � APPROX. LOCATION OF EXISTING GAS �LINES PER 1989 PLANS ); ONLY A PORTION OF THE SYSTEM IS SHOWN '­ __ - — -, S , ✓'y-'. A V '- 11/ ."\­/ 1�,/ / / / ­ ", /-,, z/ / --y / 11 I I I . 1 . . 1. -1 - - ­ 7 ` g - V 1 ­ ­ , ­ " I ! / / r I 1 1 1 �1 I­ 1 - ­ ,1 "I 'Jl, //1i / if,/ 1j t, ,, I i.11 , ,\ q 1\//1� s / 13 - - - , '. I. 1 - I , , , � " .- -- \ .E ., . I - I - "\ . 1 ­1 . . ' \15 % '7 - " 1 . 11 1 1 1`1 11 1 , - \%. \ " ,, & �11/, E 1/2, ' /<3 ,F i-\. ,1\- \1 / "\" .6 , \ ", \�1/,,-\­1\ f / / � 1 , 1 1 X I . . � 1 \ / 1 I 1 ­ I -1 - / ­ , , ' , " ­ _ / - " - , - \ V - - " < / - i / ­ I ' 1 1 0 1 ,- - //­\ r 1 I l9/// 1 // I\/'I /i / 4 / / OUT OF BOUNDS' / TOWNHOUSE COMMUNIT // // / /// \ 1 . .1 1. "I, 0 / \,'o / 60 � , 12 0 \ ( IWFEAT) <`1� 'inch =doft. N 1K4K 9 V --- I " I­1 C ; I - �1 I SUNRISE SENIOR LIVING CLIENT ARCHITECT STRUCTURAL ENGINEER KEY PLAN NO. DATE DESCRIPTION SUNRISE SENIOR LIVING STUDIOTWENTYSEVENARCHITECTURE KEAST & HOOD CO. MAJOR SITE PLAN AMENDMENT I OF DRAWING NUMBER THECOLONNADES 1 2/19/2019 REVISED PER COUNTY COMMENTS ,$ - 1 1 e 7902 WESTPARK DRIVE 1600 K STREET NW, SUITE 800 1 13 4TH STREET NE, SUITE 100 T (703) 2717500 WASHINGTON, DC 20006 CHARLOTTESVILLE, VA 22902 2 4/19/2019 REVISED PER COUNTY COMMENTS DRAWING TITLE EXPANSION PROJECTWWW.SUNRISESENIORLIVING.COM T (202) 939.0027 / F (202) 939.0270 T (434) 260-8181 3 9/11/2019 REVISED PER COUNTY COMMENTS OVERALL SITE LAYOUT V WWW.STUD1027ARCH.COM WWW.KEASTHOOD.COM DRAWING TYPE -E. CAM BELL OLTOWP- PROJECT MANAGER CIVIL ENGINEER MEP ENGINEER CIVIL Lie. No. 051495 HIMES ASSOCIATES, LTD DRAPER ADEN ASSOCIATES INTERFACE ENGINEERING DRAWING SCALE t� 9/////9 q 3702 PENDER DRIVE 110 AVON STREET 2000 M STREET NW, SUITE 270 1 = 60" ( 2600 BARRACKS ROAD T (703) 591.7272 / F (703) 591.7284 CHARLOTTESVILLE, VA 22902 WASHINGTON, DC 20036 N DRAWING DATE -tN� � I PROJECT cJECT NUMBER WWW.HIMESASSOCIATES.COM T (434) 295-0700 T (202) 370.9555 CHARLOTTESVILLE, VA 22901 WWW.DAA.COM WWW.INTERFACEENGINEERING.COM SEPTEMBER 21, 2018 18060111-020301 1 '00 ..-_._._.__�_.—....,...—.—:.,—...-,--,.----•.--. .._.�_�.-., _�. _—_ fFF:CEJR ('('x".WAkff ,t r i CJ i 9 E CP (ADSEX �� s •7*z„� FiR t r � us NFN YI, ,D e� y t)T3'u r''S L7F<.alM I. tYon k: 2 ti36.5'C' > r ru.f'b EXIST. 1—STORY BRICK RUILC:N€ FFE:= r751' (i. @ . 5t STORY). R 1 2 5F0RY BRICK BUILCtI,` C, NOT TO SCALE MINOR SITE PLAi% AMENDMENT SDP200600028 SDP200600028: THIS AMENDMENT INCLUDED AN 817 SQ FT ADDITION TO THE EXISTING BUILDING. THE AMENDMENT ALSO INCLUDED ADDITIONAL SIDEWALK, FENCING, AND GRADING AND DRAINAGE FEATURES. rF `( a, i r t MINOR SITE PLAN AMENDMENT SDP1 99200058 coy0 N �a L It I A V rrr ! f VEHICULAR r' A r ENTRANCE >j .. rr f. r v' Z' �f irr r MINOR SITE PLAN AMENDMENT SDP1 99100070 J • / ,3 ', .✓ Y� r ,� ' 9 X 1 1 1': f � f _ x s d x psi x ,E / � r i a f -Mi rF f / a € F � t 6r•' f Irk . ,.M^�>.. Y , <a. ,,.;%� r"i \ '+fit:: y F]{j .. A. '::.. 1. .., .... ..�.'^ .. 1.. .. +. k.. ... . ., '�.. '.1'. , t �i „�' 3 a ) r Y .. M. N 54- 6 a .x > r �P � �#,`. 6•k..sa r�i , �:�.� � : fq., t' ,`�_: �..'�' (.,,•••,---ai:., -t \ HAY l l 4 r'� } r Yt tF � " ,;• N Si ti i r ` t > F 1 J`tldlt 7 er f.l U8 �t 3P1G 1 11,BJJ's T , � (+l c . %}c C � �t3.1.�fY1' � � �3 �.,,.�. . > -; >, :.4 > r,t� .'^s, .. i ,,,..;.., •. � -.�I r a (101 F' � t A I � S j hl > 0 Y t , w f ,t d w J Fr t ( � I t+ r , / I F :�. � . x �: t�> •: � IIIL(S I t0a —si117ut � � f :..:. S{, , !. ��.: .f. 2 lltl1Tl p''lCA.a f..(ilvleft t}3'st'I'A@!!IC':SIE' c. _sizex - Ar, ✓".'^. fir 5 t k t % r :.:,I.,r.,,.._..,..„^r / t t t 1 .,•... .:4 `.. ! ..,. :'::v` I t1 ) 3 " I s 4r ti. r a . t t . / I r > ! \ at r r s I •'S e t 1 r i ! €�' NOT TO SCALE , i ' 1 , , t t { �'✓' 1� :l! s 2 's i s ! I ,'y frr t t t t z ,, SDP199100070: THIS AMENDMENT RELOCATED A SATELLITE DISH FROM THE REAR OF THE PROJECT, AS APPROVED IN THE ORIGINAL SITE PLAN, TO A VIABLE LOCATION WITHIN THE DEVELOPMENT. LANDSCAPING WAS PROVIDED TO SEE SHEET C1.2 I 1, "} `f t a }� SCREEN THE DISH. Iri t t „;'._... r' 1 BUILDING (TYP.) I i` f I t ! 4 # 2018 PROPOSED MAJOR PLAN rr'•/ AMENDMENT. REFER •' TO FULL PLAN SET. ,` ±r � _ i ,j fll �ri £ j s ; `�~:"` •.ref+ �,ij t f% .11„ SDP199200058: THIS AMENDMENT INCLUDED THE ADDITION OF A 40' X 24' MAINTENANCE STORAGE SHED WITH A 6' X 24' ASPHALT RAMP FOR ACCESS. THE SHED% IS LOCATED TO THE SOUTH OF THE HEALTH CENTER AT THE END OF THE PARKING LOT. , f 3 MINOR SITE PLAN AMENDMENT SDPl 989000 TH S1 AMENDMENT INCLUDED A 400 SQ FT ADDITION TO THE SOUTH END OF THE EXISTING LIBRARY. DOCUMENTS FOR THIS AMENDMENT WERE FILED IN 1998. THE PLANS ASSOCIATED WITH SDP201800088 WILL FURTHER CHANGE THIS AREA OF THE BUILDING. x A, NOT TO SCALE x.,ti A SDP200800071: THIS AMENDMENT INCLUDED THE ADDITION OF A NEW 19' X 12' PRESSURE TREATED WOOD DECK ON EXISTING GRADE. MINOR SITE PLAN AMENDMENT SDP200800071 P� SUNRISESENIOR LIVING THE COLONNADES EXPANSION PROJECT 2600 BARRACKS ROAD CHARLOTTESVILLE, VA 22901 CLIENT ARCHITECT STRUCTURAL ENGINEER KEY PLAN (�' ' V NO. DATE DESCRIPTION MAJOR SITE PLAN AMENDMENT r �LTH op �r Y EBELL OLTON✓ CAM LB�p- Lie. No. 051495 SSIONAL E�� DRAWING NUMBER SUNRISE SENIOR LIVING 7902 WESTPARK DRIVE T (703) 273.7500 WWW.SUNRISESENIORLIVING.COM PROJECT MANAGER STUDIOTWENTYSEVENARCHITECTURE 1600 K STREET NW, SUITE 800 WASHINGTON, DC 20006 T (202) 939.0027 / F (202) 939.0270 WWW.STUD1027ARCH.COM CIVIL ENGINEER KEAST &HOOD CO. • 113 4TH STREET NE, SUITE 100 CHARLOTTESVILLE, VA 22902 T (434) 260-8181 WWW.KEASTHOOD.COM MEP ENGINEER 1 2/19/2019 REVISED PER COUNTY COMMENTS 2 4/19/2019 REVISED PER COUNTY COMMENTS DRAWING TITLE PREVIOUS AMENDMENTS TO 1989 PLANS 3 9/11/2019 REVISED PER COUNTY COMMENTS DRAWING TYPE CIVIL HIMES ASSOCIATES, LTD 3702 PENDER DRIVE T (703) 591.7272 / F (703) 591.7284 WWW.HIMESASSOCIATES.COM DRAPER ADEN ASSOCIATES 110 AVON STREET CHARLOTTESVILLE, VA 22902 T (434) 295-0700 WWW.DAA.COM INTERFACE ENGINEERING 2000 M STREET NW, SUITE 270 WASHINGTON, DC 20036 T (202) 370.9555 WWW.INTERFACEENGINEERING.COM DRAWING SCALE 1„ = 60 DRAWING DATE SEPTEMBER 21, 2018 PROJECT NUMBER 18060111-020301 LETTER OF REVISION (2014) SDP1 99200058 Stsz�rely{ ���WtSPk 1rVT1�? �"etttiii i�faiz z r` `f f t f l rl � a. / f I All, i` t 4 f r, f, s lil ' / / I f I f r I t. lit jl . SEE SHEET C1.1 C'<°YVI ,4 aR SEE SHEET C1.1 2018 PROPOSED ` } MAJOR PLAN AMENDMENT. REFER SEE SHEET C1.1 TO FULL PLAN SET. Al'Y, \"4..f GRAPHIC SCALE 60 0 30 60 120 (IN FEET) 1 inch = 60ft. ' rr 3 \ 1 VEHICULAR ENTRANCE r� r ab.4 SEE SHEET C1.1 I ' ( f f f t r t r r {t 1: ri F ♦ f BUILDING (TYP.) A ��FtD`tC F�Iditn� SDP1 98900074 _- 5.. . �n�. SUNRISE SENIOR LIVING THE COLONNADES EXPANSION PROJECT 2600 BARRACKS ROAD CHARLOTTESVILLE, VA 22901 CLIENT ARCHITECT STRUCTURAL ENGINEER KEY PLAN n I ' 1� NO. DATE DESCRIPTION MAJOR SITE PLAN AMENDMENT yTH OF r2 �'E. CAM BELL OLTON Lic. No. 051495 � 1 �SIONAL ��� DRAWING NUMBER C 1,02 SUNRISE SENIOR LIVING 7902 WESTPARK DRIVE T (703) 273.7500 WWW.SUNRISESENIORLIVING.COM PROJECT MANAGER STUD] OTWENTYSEVENARCHITECTURE 1600 K STREET NW, SUITE 800 WASHINGTON, DC 20006 T (202) 939.0027 / F (202) 939.0270 WWW.STUDI027ARCH.COM CIVIL ENGINEER KEAST & HOOD CO. 113 4TH STREET NE, SUITE 100 CHARLOTTESVILLE, VA 22902 T (434) 260-8181 WWW.KEASTHOOD.COM MEP ENGINEER 1 2/19l2019 REVISED PER COUNTY COMMENTS 2 4l19l2019 REVISED PER COUNTY COMMENTS DRAWING TITLE PREVIOUS AMENDMENTS TO 1989 PLANS 3 9/11/2019 REVISED PER COUNTY COMMENTS DRAWING TYPE CIVIL HIMES ASSOCIATES, LTD 3702 PENDER DRIVE T (703) 591.7272 / F (703) 591.7284 WWW.HIMESASSOCIATES.COM DRAPER ADEN ASSOCIATES 110 AVON STREET CHARLOTTESVILLE, VA 22902 T (434) 295-0700 WWW.DAA.COM INTERFACE ENGINEERING 2000 M STREET NW, SUITE 270 WASHINGTON, DC 20036 T (202) 370.9555 WWW.INTERFACEENGINEERING.COM DRAWING SCALE 1 = 60 DRAWING DATE SEPTEMBER 21, 2018 PROJECT NUMBER 18060111-020301 LEGEND STORM INLET NOT ACCESSIBLE BENCHMARK CAPPED ROD r AT EDGE OF PAVEMENT ELEV.=576.34 m r• rn� r � - - Property Line O Rod Found ❑S Electric Box Contour El Monument Found Guy Pole ............... 9 Gas Line 0 Telephone Pedestal O Electric Marker ohp Overhead Power @ Telephone Manhole (D Electrical Manhole ss -@--ss Sanitary Sewer and Manhole 0 Telephone Box 0 Utility Pole ===0= Storm Line and Manhole -6Fire Hydrant FE-1 Electric Transformer 0 Storm Line and Inlet 0 Water Valve > Ground Light cats Underground Cable TV e Water Meter -O- Light Pole uge Underground Electric Well m Fiber Optic Pedestal irr Underground Irrigation ® Irrigation Box ❑F Fiber Optic Handhole to Underground Fiber Optic Benchmark 0 Gas Vent unk Unknown Utility O Bollard O Gas Valve w Waterline -a- Sign (1-post) Z Gas Meter Asphalt Sign (2-post) O Sewer Clean Out #2600 BARRACKS ROAD Building -i- 11561,3 Spot Elevation ® Wood Post x x Fence (as noted) Deciduous Tree ® Metal Post} �^ Stream f,.' Evergreen Tree Statue ` Shrubline ; ; Gravel ,.•., Shrub I,,r Guy Wire 0 Brick Column Concrete RODENT BOX (TYP.) 1:.�.:L� FFE=576.98� y // Brick Wall with ? 3 3:: ;<;.� THRESHOLD ;' s +76 7p ,°' BUILDING BiICk Fence r/ OVERHANG ed Area71 _{ P Y Landscaped 0 0 57 Steep Slope -Preserved per GIS r% Steep Slope -Managed per GIS / h;' / ;,le � X7 r�, 1' � � � � � � SPRINKLER SYSTEM INSTALLED THROUGHOUT ., PATIO NOT LOCATED 92.. DOWNSPOUT GOES INTO +76.� +76 71 CLEANOUT STORM MANHOLE ( DP1149 ) AN �\ 4" HDPE TOP=576.11 f•���� �V^�' ant ge0R4TE� FROM DOWNSPOUT q O -57 .92 INTO GROUND 12" RCP INV. IN=567.96(NE)(FROM BLD) ,'o \ #PET6 8" RCP INV. IN=568.15(SE) . _ ..\ \ ' fir. 76 a w r s✓ y \ f GRATES / 7 ( OWN) POUT �G 15" RCP IN. OUT=567.94(SW)(DP1061) fi j, :i �\\\ f� f �� TOP=576.4 TYP. UNABLE i X /� OPEN L f!i I 0 ,......V.-....,. ,.d `� 1 .�. ^a.. \ e• `, (. .. s:a.._ " t�> :.✓ .... Ni iiiw DROP INLET(DP2046) , , l � G...... ;:f� �'. •.. f}P t 7`¢` _ j a i �a I . ...:r :r i R�/, ,✓' ..' ' `^f a �,2 f,� `i•• ',�.:� t ` ,?`. ti:. ..... >n Y75� _ ., : e r r 15P RCP INV. IN=569.15(NW)(FROM BLD) io i' 24" RCP INV. IN=5 a J ♦ Cie ti/ [ 7.w '. L .': � 6 5 3 N r,Io _.: 6" PVC INV. IN=569.66(SE)(FROM BLD) _ \ r a':. r » _ 176 50 +7 9 24" INV. OUT=565.29(SW) UPSTR '� .- ... s 77 n r �iEAM 572 i STRUCTURE f NOT FOUND A. r` 'C�h \�0' < <t„ EXISTING \ ; t / �\� . _ _ �G "`.GRAVEL // Q WATER LINE ''"�' ` EASEMENT \� ;r 1 �� p �. ry } '\ j/ :.,,,a,° \ , j ij' ii j � / f'f .., � 1 �3• > i. r e F.0''f • r /'€sJ yam` QDOWNSTREQM /c�94 I 1 ``r /rr t (�d STRUCTURE\ FOUND, a ,tQ \ .rr , t MDROP INLET(DP1454) it'( TOP=571.48 \\ // HORSESHOE "A, ' t' BEN H X i r yjj7< ' sr , -' 2" CPP INV. IN=570.69(NE) s I j K / PIT . :{ 1# ; ? , �a (T� ) ti 1 y f ���/ FJ *NEGATIVET�UCTURE MS f> Zr ' \ �� FLOW* v fit , ..^. \ A _ .._ ........ f � 'tom \��•� � `,� ��/ FIRE TRUCK . ..__� ACCESS PER ...,. `i 1989 SITg PLAN 31) • 17 i S \ .y .I mot' f. J < � j CIO \� 0 10 20 40 1 inch = 20 ft. f r` i� ��Q J // i DOWNSTREAM 5 ? STRUCTURE` NOT LOCATED r 77 r ..._STEEP SLOPE 1,; -_ x ' ;5 '/ f MANAGED ?)fir '.,, r3't fp } w Y »._.. BURIED MANHOLE APPROXIMATE LOCATION STORM MANHOLE(DP2197) TOP=557.51 24" RCP INV. IN=548.67(NW) 24" RCP INV. IN=548.96(SE) 36" RCP IN. OUT=548.14(SW) / `j a; 36" RCP INV.=547.19 r` �f /Ile7 STEEP SLOPE PRESERVED SUNRISE SENIOR LIVING THE COLONNADES EXPANSION PROJECT 2600 BARRACKS ROAD CHARLOTTESVILLE, VA 22901 CLIENT ARCHITECT STRUCTURAL ENGINEER KEY PLAN NO. SUNRISE SENIOR LIVING 7902 WESTPARK DRIVE T (703) 273.7500 WW W.SUNRISESENIORLIVING.COM PROJECT MANAGER STUDIOTWENTYSEVENARCHITECTURE 1600 K STREET NW, SUITE 800 WASHINGTON, DC 20006 T (202) 939.0027 / F (202) 939.0270 W W W.STUD1027ARCH.COM CIVIL ENGINEER KEAST & HOOD CO. 113 4TH STREET NE, SUITE 100 CHARLOTTESVILLE, VA 22902 T (434) 260-8181 W W W.KEASTHOOD.COM MEP ENGINEER 1 2 3 HIMES ASSOCIATES, LTD 3702 PENDER DRIVE T (703) 591.7272 / F (703) 591.7284 WWW.HIMESASSOCIATES.COM DRAPER ADEN ASSOCIATES 110 AVON STREET CHARLOTTESVILLE, VA 22902 T (434) 295-0700 WWW.DAA.COM INTERFACE ENGINEERING 2000 M STREET NW, SUITE 270 WASHINGTON, DC 20036 T (202) 370.9555 WWW.INTERFACEENGINEERING.COM CHIS. SQUARE ON CONC. NEAR WIRE STATUE ELEV.=572.79 DATE DESCRIPTION 2/19/2019 REVISED PER COUNTY COMMENTS 4/19/2019 REVISED PER COUNTY COMMENTS 9/11/2019 REVISED PER COUNTY COMMENTS NOTES: 1.) Source of Meridian: NAD83 based upon GPS observation by DAA on July 17, 2018. 2.) Vertical datum: NAVD88 based upon GPS observation by DAA on July 17, 2018. 3.) This survey was prepared without the benefit of a title commitment or title report and all easements and encumbrances that might be disclosed in a title search may not be shown. 4.) Utilities shown are based upon: SUE Quality Level D, ASCE 38-02 - compiled records only SUE Quality Level C, ASCE 38-02 - visible evidence in conjunction with compiled records. X SUE Quality Level B, ASCE 38-02 - field designation of underground utilities within the 2018 survey limits er formed b DAA and visib le evidence P e in conjunction Y � nction with compiled records. SUE Quality Level A, ASCE 38-02 - test pits at locations shown hereon performed by (DAA; Other) in conjunction with field designation of underground utilities performed by (DAA; Miss Utility, Ticket # ; Other), visible evidence and compiled records. No SUE was performed or requested for this survey. Utilities shown hereon are based on field observation only. 5.) This topographic survey was completed under the direct and responsible charge of Cheryl Stockton from an actual Ground survey made under my supervision; that the original imagery and/or original data was obtained on July 12-23, 2018 with additional location obtained on January 29, 2019; and that this plat and/or map meets minimum accuracy standards unless otherwise noted. Features shown outside of the 2018 or 2019 survey limits have been taken from Charlottesville GIS and are shown for reference only. 6.) Contour interval: 1'. 7.) This survey was prepared for Sunrise Senior Living. Draper Aden Associates assumes no liability for reuse or modification of this document. 8.) Property lines are not shown. 9.) Draper Aden Associates provides benchmarks for the construction of the improvements shown on these plans. All other existing elevations are for reference to existing conditions only. Do not use spot elevations, finish floor elevations, elevations on manholes, elevations on survey ails, survey hubs, control points (horizontal points provided) or any other points for construction other than the provided benchmarks. Failure to utilize and verify the provided benchmarks could result in damages and additional cost that are the contractor's responsibility. MAJOR SITE PLAN AMENDMENT DRAWING TITLE EXISTING CONDITIONS & TOPOGRAPHIC SURVEY DRAWING TYPE CIVIL DRAWING SCALE Ill =20' DRAWING DATE SEPTEMBER 21, 2018 LTH r 7 CHERYL A. STOCKTON Lie. No. 2425 4/19 /19 ' S U Rv ��O DRAWING NUMBER C200 PROJECT NUMBER 18060111-020301 REMOVE TREES/SHRUBS/VEGETATION REMOVE MULCH AREA REMOVE STORM PIPE/STRUCTURE REMOVE CONCRETE/ASPHALT SIDEWALK REMOVE CONCRETE/BRICK PATIO REMOVE WALL AND RAILINGS REMOVE GRAVEL REMOVE LIGHT POLE AND ASSOCIATED CONDUIT; COORD. W ELECTRICAL PLANS REMOVE RODENT BOX REMOVE ARTIFICIAL TURF AND ASSOCIATED GAME AREA MOVE BENCHES; TYP. 7 (COORDINATE WITH OWNER) REMOVE HORSESHOE PITS DEMOLITION LEGEND X-X-X-X- HARDSCAPE/PAVEMENT DEMOLITION STORM PIPE REMOVAL NOTES:. 1. EROSION MEASURES SHALL BE INSTALLED AS THE FIRST STEP IN LAND DISTURBANCE AND REMAIN IN PLACE UNTIL ALL UPSTREAM AREAS HAVE BEEN PERMANENTLY STABILIZED OR ARE REPLACED BY OTHER MEASURES. 2. CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL MATERIAL REMOVED FROM THE SITE IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. 3. REMOVE TREES AS NECESSARY FOR CONSTRUCTION. COORDINATE ALL TREE REMOVAL WITH OWNER. 4. EXISTING CONDITIONS OUTSIDE THE SURVEY LIMITS COMPILED FROM ALBEMARLE COUNTY GIS. 5. THE EXISTING WATER MAIN SHALL NOT BE DISTURBED DURING CONSTRUCTION. SUNRISE SENIOR LIVING THE COLONNADES EXPANSION PROJECT 2600 BARRACKS ROAD CHARLOTTESVILLE, VA 22901 CLIENT ARCHITECT STRUCTURAL ENGINEER KEY PLAN n I ' V NO. DATE DESCRIPTION MAJOR SITE PLAN AMENDMENT G �I,TH OF r-a E. CAM BELL 0LTON Lie. No. 051495 � N SIONAL �� DRAWING NUMBER C3*0 SUNRISE SENIOR LIVING 7902 WESTPARK DRIVE T (703) 273.7500 WWW.SUNRISESENIORLIVING.COM PROJECT MANAGER STUDIOTWENTYSEVENARCHITECTURE 1600 K STREET NW, SUITE 800 WASHINGTON, DC 20006 T (202) 939.0027 / F (202) 939.0270 W W W.STUD1027ARCH.COM CIVIL ENGINEER KEAST & HOOD CO. 113 4TH STREET NE, SUITE 100 CHARLOTTESVILLE, VA 22902 T (434) 260-8181 W W W.KEASTHOOD.COM MEP ENGINEER 1 2119l2019 REVISED PER COUNTY COMMENTS 2 4/19/2019 REVISED PER COUNTY COMMENTS DRAWING TITLE DEMOLITION PLAN 3 9/11/2019 REVISED PER COUNTY COMMENTS DRAWING TYPE CIVIL HIMES ASSOCIATES, LTD 3702 PENDER DRIVE T (703) 591.7272 / F (703) 591.7284 WWW.HIMESASSOCIATES.COM DRAPER ADEN ASSOCIATES 110 AVON STREET CHARLOTTESVILLE, VA 22902 T (434) 295-0700 WWW.DAA.COM INTERFACE ENGINEERING 2000 M STREET NW, SUITE 270 WASHINGTON, DC 20036 T (202) 370.9555 WWW.INTERFACEENGINEERING.COM DRAWING SCALE 1 - 20 DRAWING DATE SEPTEMBER 21, 2018 PROJECT NUMBER 18060111-020301 5 0 7"' 16056 SF OF REINFORCED TU RF 6' WIDE CONCRETE PATH INSIDE CONCRETE CURB FOR rr A., < FIRE ACCESS; ACF GRASS ................ ................ ................ ........... BENCH (TYP. "CELL OR APPROVED EQUAL BY OWNER �d PATH TO BE RESTORED TO . . ... ... .. U .. ...• PRE -DEVELOPED CONDITION N, ...... . ..... ...... ......... ------ < 6" CONCRETE CURB LINING ty ............ ...... \NEW VARIABLE WIDTH EDGE OF FIRE TRUCK ACCESS STORMWATER MANAGEMENT At 7�' AS SHOWN ON 1989 PLANS; . . ...... 9ft ACCESS EASEMENT . ..... SET CURB 2" ABOVE GRADE DB 05216 PG 00565 rrr 7 201 • BOB= 'P" < ...... w < OEM" mmam low ILIMITS OF DISTURBANCE: 11 S 0.82 ACRES ........... R40.0 .0 /* ...... &\• INSTALL SIGN TO INDICATE FIRE LANE'; COORDINATE WITH FIRE MARSHAL STEEP SLOPE MANAGED III F TiPUCK ACC 'SS 135.. ITE A..-',' P12 AREA A WITHIN CURB I IKIC SHALL BE STEEP SLOPE KEPT FREE OF FURNITURE, GAMES, Z TREES, AND ALL OTHER OBJECTS. J .... ... ... ... . ..... y Y tv km ............... .............. ........ .............. ........ owl, A.�'. 'T Jx, SUNRISE SENIOR LIVING THECOLONNADES EXPANSION PROJECT 2600 BARRACKS ROAD CHARLOTTESVILLE, VA 22901 CLIENT ARCHITECT STRUCTURAL ENGINEER KEY PLAN NO. DATE DESCRIPTION MAJOR SITE PLAN AMENDMENT ryH 0 p ell Y_ g, a�g CAM BELL OLTON V-d Lie. No. 051495 Pi -tONAL DRAWING NUMBER C4,00 SUNRISE SENIOR LIVING 7902 WESTPARK DRIVE T (703) 273.7500 WWW.SUNRISESENIORLIVING.COM PROJECT MANAGER STUDIOTWENTYSEVENARCHITECTURE 1600 K STREET NW, SUITE 800 WASHINGTON, DC 20006 T (202) 939.0027 / F (202) 939.0270 WWW.STUD1027ARCH.COM CIVIL ENGINEER KEAST & HOOD CO. 113 4TH STREET NE, SUITE 100 CHARLOTTESVILLE, VA 22902 T (434) 260-8181 WWW.KEASTHOOD.COM MEP ENGINEER 1 2/19/2019 REVISED PER COUNTY COMMENTS 2 4/19/2019 REVISED PER COUNTY COMMENTS DRAWING TITLE SITE LAYOUT PLAN 3 9111/2019 REVISED PER COUNTY COMMENTS DRAWING TYPE CIVIL HIMES ASSOCIATES, LTD 3702 PENDER DRIVE T (703) 591.7272 / F (703) 591.7284 WWW.HIMESASSOCIATES.COM DRAPER ADEN ASSOCIATES 110 AVON STREET CHARLOTTESVILLE, VA 22902 T (434) 295-0700 WWW.DAA.COM INTERFACE ENGINEERING 2000 M STREET NW, SUITE 270 WASHINGTON, DC 20036 T (202) 370.9555 WWW.INTERFACEENGINEERING.COM DRAWING SCALE 1 10 DRAWING DATE SEPTEMBER 21, 2018 PROJECT NUMBER 18060111-020301 .. . . . ­_. _.�' : . ... �, ; ; � ; � : ,(**,. �� "' .. � : ; . ... :-.i., ; . q ; NOTES: . , i::�..",i ;�::�i:; ., - ; � ..... � I I ...... I s5�� v I . � , , � - ; , i:i. I i � : ; ; I . L.AI-0111'0_7 %�oV11LAVIVI'40 VUIZ)IL)r—Ir1r_ OUMVLI LIMITS �.oUIV!t Z COMPILED rmum i . - . :�xjp , .;;. .11 , ....1.;';::., , , ,. I -, N ; ALBEMARLE COUNTY GIS, SITE VISITS, AND REFERENCE TO 1989 SITE PLANS. i . � � � i � .0.--,.,--�-*,.,--` __ I � .f ; � '-`* 1* . . �•� �* � � . - i! t, I z F : i � ..g: ; �.�f �: : ; ? � � � , � � �111.117 � '-*� I 1�: _ . - Z. � . . . . . . . ..... I.- . . . . . . . . . . . . . . 1� ,I � ; � � ; i 2. SLOPES ON ALL PATHS SHALL MEET ADA REQUIREMENTS. MAXIMUM .e � i � �f , � � � ; jf I. ; / . � i . ; � ; � ; I � � : � � I ; /Y i �. ! ::ii�ii---,* ._­_ � i � , � ! � � : .:�;�- : ­ . — - *xj.:, . ...... _....'.... . ­%... . : I :.. I 1�1 ".., . _ ... _ , _ ...- I � : ; � � I i q � ; � CROSS —SLOPE IS 2% AND MAXIMUM LONGITUDINAL SLOPE IS 5% (EXCEPT ADA ; . i ; ; I � ; . I � ; � i � I -.1/1 ."%-.i'��..;.. I i � .,-.- � ::r , ; � � i � ; i � � ; , � � � � ..:: ` � : i *N��`­ ; ll, , " """' * , J... :zl ­1�1 . - . ...., ,ij:�:�§�ij- " i .;:o�::� . � . i - I RAMPS WHICH SHALL HAVE A MAXIMUM SLOPE OF 1:12 OR 8.3%). � :-�?�,.��. ... ; � ,�;�jj�:`, - ...... ; ; ; � .i.. ­­ ,\�4�111�1i.,::-.. ; � : � � I � � ! -'�.-.'..�..,...,..4 ", : -.1-1 .. � .1 � � , .f. i A ...I. , I , .. .... � ; ; ; : i .:jj..�.:F : I - ; * � ; ; i ; - 10, .. ; � � . - N.'' , i, :, ­ � I � � ; i - 111F., " ; ; 2 : 11, ; -F ... — �. _. . . � - _.:��: .k ". .... - ..�. , . I ", � . � � �*,�, � . i�i��]]!���*�:._ j ! .�. .. .. . .��K. .�.� , � . . : ; � � . 3. THE EXISTING WATER MAIN SHALL NOT BE DISTURBED DURING CONSTRUCTION. � � . ,�.& : � � ; ; i .� i � ; f - -�, � � " *­ : i � : � � � ; Ii. ; ; : ; : � � � .ii.g : . � : � ., ; ; ; . ; "', �, : : � : ; / - __. �*.i::;;.. ,,� _ . :, . '-:!::j�. : � , , * _y ;. � ", ­`­ 4. LIMIT CONSTRUCTION TRAFFIC AND ACTIVITY IN AREA OF BIORETENTION BASIN. . i I . ; i ".. ­1 � : .il . 0111"', � : : ; � ; ; .'s"11 7 ; :X .. - g ; ; : . . : � ....... . i ; : - f ; i r",-.. : . � ; : ; � __. .. ; � ; " : ; , ; ; � : 1% .., - " ; � ; ; , , � �'. ; : ; .. : i � : V 0 : ; . ..: ,h .. ­., . : . � �` .. ­. .. .­� I I.................. , ..... .. ...... ,`,� i — . 4:;,�;::�-j: ".1 UTILIZE PROTECTIVE CONSTRUCTION MATTING OVER IT'S FOOTPRINT : ! ; � .... ; , . _.­ � : .1 ­ � . I ; .,. , .. . �� ...... .. I... �- - . . - � ... , ILI'��: . .. ­ .. �V. ­ . ... ...... .1 j -,.x� , ,� . ,� .` 11��, THROUGHOUT CONSTRUCTION. / I I i � I � / iq'Ir- ... Hi'�*P IN"'. -,-, , ::..,�,=5-.,y�-,,,.i�6,-"�:c,r,.,(jm Bu.."", ", i; ,,, : 11 ,/ i , � i I ; ' � i 5'SE) � " '. ,-;--,�` � :7 :1 �-�d, I..-,-,i,. q : T ' 7. <i ."7" W) ( z 1"-,6-,) 0;:�; � �1. "� - I :.-, � � m. �5':,6 "'. !, I .11 ;1.1 'IT I i ..1..............1...".._,,-._..,,.._1.._'_.1_..-.�1'­"�...,.....-1..1...1 �. j.I ... .­ ...� .\ ­­ * .." . .,.".".;.., .17 ..4. 5..Z..- ..I . /. . i .- ._._..":.. / ./.­.. _.. _' /. .1. _./.-.�.I..,.�.._. .- .!. I, \..- , 1/ ".I . ...A .�..1. .�� .-...� ..D . , ,.IW, 1 , .I�-� .. // / , � � i /1 ./ ..� 1............... ./__. , _. ..-/` / .:" �: .-,-- �r­ �� ; REFER TO PLUMBING PLAN *� � i4 - , ,11 .; , -'.'. , ,i,. , "._ ", �'� � , / 'i� � I ; li. / OUTLET PROTECTION �.;,.. ' ,­..... �1 :1 I . _1 ,I.. /" I.." ../ .-, � .�, /..' ­ �II I.. 1 I.g ...":..,:., ,.." % .. --'.If ... , I � 1 ./ ..- ] / ; � � I / / ,/ 1� i 00 GRAVEL DIAPHRAGMRD"/ 7 / /i � � / /; �, �� `'v �1, ER PLA/, �Z,� f / � 4...-I ,,, , i � � REFTO WPO NS 3 f, . ,-�- x \ _i � ; . I "I i, , . jl .i \..'"..;, . / - :A� (-R5 1) f , � -' ?.I' . . � � ,. " ,-� V V1 s. ... .'... % , .. \-N 4, ,\ ' ." �6 52 ,1 M. ,I/1­5 _ 2� - ;An , , � / : ,;. / -BIORETENTION BASIN .J-- i I I b �59 1 � � .. ,-..I. ,� .., ? " .­ "/. , 1 I 569 ,.� - "' ', �@� i , K"" ­ / 5 I"� ,. _­_ .��N�<v:K,,N .. ; -:� , 5, vc1N',. e. 9� 66 F0tvf­ `, i I 1 � 1. / /s,, j1 46.98 -" i �1,�,�_."a/ N) (572.78 ; -F� i..---& "— 1 , - -— i I_._i.-�'--� � ; I ,_k �"— / i ,,,.��%0 'AQ, "t,/. ---,., 572.78 4/I \ �� �. / -572.59(ME4- ,�" I / , �-- \� 576.9, � z 573 f / A5 /,/ 576.85 J\ /,' 1% ... . . 572.7.57 ,� , /, ­' V ) / I ,,�� v/ `�j��:��..�y" -,, 1 / IIf /1..,....".I, 'i __�— \1 N Q'576.75, I .. i -// A), , t X;\ 1_ 573.55 ,rvA/ ,,;-, " .�/t�572� 4\p I_ / ) _I �':;­-­I..- � 1\ X -72.66 j" ", 0 - 'I, I �-,�., 3(ME,Jr41 " iI I 57260 \1 11+04, 92�K/I��) \ / �_ �,- i ! / REFER TO SHEET C51 OR� ­."' / / - /_/ I. /. I -.1 . 4, � I /1STORM SEWER LE " %" / \11 1�" 1 /-...1�� \ 41573.70 0; I/ � xi , \f\ I /� //" I / I� V4 -"-' 18"r�­.,1-1e. If1 >, "I v '�... ♦I / / �"�` 7 —, , / > A � ­\ —%/ I 72.�� 573.19 57 .50 /I�, -f 11- ,::4 .I .E�_/-\ ­.> _I '�-/f� . .�!,.%I \1/, 572.45 ; 11> 1'/ /191 5,i_.�::i i,,1/ 573.55 ,/ 191PC3.Z)7(572.90_ __/ xM (S f - 572./�/ , —> -I �R/60 PATH GRADES TOil .". ,74� , /: ,- Y) 1Q �/I � i \ - 571.7572.� .... ­ /__V .. 5 j I-r-'�MATCH EXISTING 2.�\ �/ , ------ I ? " .. / I I . 1 / I57 1 `� . � / li,I ;:f 1,/ �I / / /' , -..-1..../ �-" - /1&577.4S(�ME _ 1—__, .1 , � - ,") /�I2 /1.I l -10y/Ip'/ , I / �/ 576.96(ME) /� /.,% % / _c i -- IV / � / ­.... p S, V/ / \ ­/-\. ,� �Al............ 1 ,:*...-,D 6`("AIMO/ \// �./ � ._/ f / / � ? //,\1,) "\,% "/ "/ -- � 1 Zn�.-/ /_.- i . � � /�� /,�..-s_,- 7,/ < � / ,-II \.._/ � i ,� I-�, %�"I �6 __// I/ \" './,, 4�? �.��� _ ...s'..-, _'­..) I / /, I 11 / i i \' � ,/, .-I 11 ., ",//�1_. i "I "-.../ I�"�/ %, /1I N jI \ 1I �� ,_?1-v 1l, // I . a_. �.,-..//-/ / r I / /j ", /,-._--- / , / I .. I / I �, 61/ -../ / � �� _�K�- / \�;I / x* ......-- I Il�11v //j/J /_ / I IF /t" 1V / 8 \ /\_­/ " \-../ REINFORCED TURF TO BE I I _ ��� i .. ,I el e z / O / " 1%`j ,­,�"I/II " �,�..11J� 9,%1IIy,i __.4--INSTALLED SO THAT FINISHED / _\ / / / N/3/ GRADE MATCHES EXISTING w,� 11I i �; Ks� "M����; / ../ f*-1"....I c, / �/,I ...I.1/ �� i " ,� .. �-'c m �� ",,If 7/ � i� : '�­ I .-I I* .�_�....,.....,_.-...�..� ** ; (, .. v..* -------------, --............�......... ...,� � ,_ _�­....._..­.....11�.­. 1 ` / /-C* \ yDz��/ __-q �'I /" ..e \ -�-,-/ ") /,� �Z, -/ ,�'.l%I,114 / owt7// /i I '... -/ / � � .�1 / ­. " <1 ) -..-/ .......... ­ .... i ..... - - -1 ,"._..1.k.r.0...,...-"z..*e..11. ....;...11 ....:.�....�.- ..,.....'//'.:. �. / . ..*" 7,7..., ...,........�..,R.-., ...i i.T.7_.,.U­, R'I�..­1B--I..:A.­ ,. /N .,...C.� E: .­ �.. � 3 .�...]1 ....0 -.,..v.. ._,.. . v ,�.. � -, _/ . . �_,I,/ - ­ .4 � , 'A.1I � ..)-. 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No. 051495 J_C4 I, 9/////9 0 . �� C% -t ONA L � DRAWING NUMBER C5*0 i I SUNRISE SENIOR LIVING 7902 WESTPARK DRIVE T (703) 273.7500 WWW.SUNRISESENIORLIVING.COM PROJECT MANAGER STUDIOTWENTYSEVENARCHITECTURE 1600 K STREET NW, SUITE 800 WASHINGTON, DC 20006 T (202) 939.0027 / F (202) 939.0270 WWW.STUD1027ARCH.COM CIVIL ENGINEER KEAST & HOOD CO. 113 4TH STREET NE, SUITE 100 CHARLOTTESVILLE, VA 22902 T (434) 260-8181 WWW.KEASTHOOD.COM MEP ENGINEER 1 2/19/2019 REVISED PER COUNTY COMMENTS 2 4/19/2019 REVISED PER COUNTY COMMENTS DRAWING TITLE GRADING AND DRAINAGE PLAN 3 - 9/1112019 REVISED PER COUNTY COMMENTS DRAWING TYPE CIVIL HIMES ASSOCIATES, LTD 3702 PENDER DRIVE T (703) 591.7272 / F (703) 591.7284 WWW.HIMESASSOCIATES.COM DRAPER ADEN ASSOCIATES 110 AVON STREET CHARLOTTESVILLE, VA 22902 T (434) 295-0700 WWW.DAA.COM INTERFACE ENGINEERING 2000 M STREET NW, SUITE 270 WASHINGTON, DC 20036 T (202) 370.9555 WWW.INTERFACEENGINEERING.COM DRAWING SCALE I 11 = 10 I DRAWING DATE SEPTEMBER 21, 2018 PROJECT NUMBER 18060111-020301 Proposed Storm Sewer STRUCTURE SCHEDULE STRC. NUMBER STRC. DATA 48" VDOT MH STA: 10+07.87 TOP: 575.25 1 INV. IN: 565.58 (FROM #2, 15" HDPE, SW) INV. IN: 572.00 (FROM #RD, 6" HDPE, NW) INV. OUT: 565.48 (TO #Ex.3, 15" HDPE,SE) 48 IN. MH W/ FRAME AND BEHIVE GRATE STA: 10+41.03 2 TOP: 576.50 INV. IN: 566.02 (FROM #3, 15" HDPE, SW) INV. OUT: 565.92 (TO #1, 15" HDPE,NE) 48 IN. MH W/ FRAME AND BEHIVE GRATE STA: 10+57.98 3 TOP: 573.25 INV. IN: 566.29 (FROM #4, 15" HDPE, W) INV. OUT: 566.19 (TO #2, 15" HDPE,NE) 24" NYLOPLAST BASIN W DOME GRATE STA: 11 +03.57 4 TOP: 571.35 INV. IN: 566.75 (FROM #CO, 4" HDPE, W) INV. OUT: 566.75 (TO #3, 15" HDPE,E) BIORETFNTION C.O. STA: N/A CO TOP: 571.99 INV. OUT: 566.75 (TO #4, 4" HDPE,E) EXISTING YARD INLET STA: 10+00.00 TOP: 574.92 Ex.3 INV. IN: 565.35 (FROM #1, 15" HDPE, NW) INV. IN: 569.66 (FROM #, 6" PVC, SE) INV. IN: 565.31 (FROM #, 24" RCP, NE) INV. OUT: 565.29 (TO #Ex.2, 24" RCP,SW) Proposed Storm Sewer PIPE PIPE SIZE LENGTH SLOPE MATERIAL 1-2 15" 33.16 LF 1.03% HDPE 2-3 15" 16.95 LF 1.00% HDPE 3-4 15" 45.59 LF 1.00% HDPE 4-CO 4" 32.04 LF 0.00% HDPE Ex.3-1 15" 7.87 LF 1.63% HDPE 5 5 9 5 5 9 10+00 10+50 11+00 11+50 STORM SEWER PROFILE - Scale: H: 1 "=10', V: 5.00: 1 11+75 SUNRISE SENIOR LIVING THE COLONNADES EXPANSION PROJECT 2600 BARRACKS ROAD CHARLOTTESVILLE, VA 22901 CLIENT ARCHITECT STRUCTURAL ENGINEER KEY PLAN �j NO. DATE DESCRIPTION MAJOR SITE PLAN AMENDMENT �I,TH OF Y+ U E. CAM BELL OLTON Lic. No. 051495 O� I 0NAL DRAWING NUMBER C501 SUNRISE SENIOR LIVING 7902 WESTPARK DRIVE T (703) 273.7500 WWW.SUNRISESENIORLIVING.COM PROJECT MANAGER STUDIOTWENTYSEVENARCHITECTURE 1600 K STREET NW, SUITE 800 WASHINGTON, DC 20006 T (202) 939.0027 / F (202) 939.0270 W W W.STUD1027ARCH.COM CIVIL ENGINEER KEAST & HOOD CO. 113 4TH STREET NE, SUITE 100 CHARLOTTESVILLE, VA 22902 T (434) 260-8181 W W W.KEASTHOOD.COM MEP ENGINEER 1 2/19/2019 REVISED PER COUNTY COMMENTS 2 4/19/2019 REVISED PER COUNTY COMMENTS DRAWING TITLE STORM SEWER PROFILES 3 9/11/2019 REVISED PER COUNTY COMMENTS DRAWING TYPE CIVIL HIMES ASSOCIATES, LTD 3702 PENDER DRIVE T (703) 591.7272 / F (703) 591.7284 WWW.HIMESASSOCIATES.COM DRAPER ADEN ASSOCIATES 110 AVON STREET CHARLOTTESVILLE, VA 22902 T (434) 295-0700 WWW.DAA.COM INTERFACE ENGINEERING 2000 M STREET NW, SUITE 270 WASHINGTON, DC 20036 T (202) 370.9555 WWW.INTERFACEENGINEERING.COM DRAWING SCALE „ _ H: 1 - 1 0 , V: 5: 1 DRAWING DATE SEPTEMBER 21, 2018 PROJECT NUMBER 180601 11-020301 HANDRAIL (AT RAMP ONLY); SEE NOTE 4 4" 3,000 PSI CONCRETE W 6x6-W1.4xW1.4 MESH AT FINISH MID -DEPTH; BROOM FINISH 0.5' GRADE SEE PLAN VDOT 21-A/B STONE ; ,l 1.) : r COMPACTED SUBGRADE�//'i` NOTES: 1. TRANSVERSE EXPANSION JOINTS SHALL BE PLACED AT 30'-0" o.c. (MAX.) 2. TRANSVERSE CONTROL JOINTS SHALL BE PLACED AT 5-0" o.c. BETWEEN EXPANSION JOINTS. 3. LONGITUDINAL JOINTS ARE REQUIRED FOR SIDEWALKS WITH WIDTHS GREATER THAN 10'-0". LONGITUDINAL JOINTS SHALL BE PLACED AT EQUAL INTERVALS NOT TO EXCEED 10'-0" IN WIDTH. 4. RAMP SHALL HAVE HANDRAILS ON EACH SIDE, AS SHOWN ON PLANS. REFER TO ARCHITECTURAL PLANS FOR STYLE AND COLOR (MATCH PORCH). EMBED HANDRAIL IN SIDEWALK PER MANUFACTURERS RECOMMENDATIONS. TYPICAL SIDEWALK/RAMP CROSS SECTION 0 NOT TO SCALE --'- /\ r � J �� � -DETECTABLE WARNING TAPE COMPACTED 240' REGULAR BACKFILL MIN. ,a f FOR DEEP EXCAVATIONS, TRENCH MAY BE WIDENED _y ;, 4' ; H EXTEND STONE ABOVE THIS POINT. PER =' " fb UP TO THIS POINT. OSHA STANDARDS "� "''k z. � INITIAL BACKFILL NOT LESS THAN 12" NOR-- (SEE NOTE 3) MORE THAN 24" (TYP.) W OD 1 ' `s HAUNCH ZONE (SEE NOTE 2) r " BEDDING ANY OVER EXCAVATION SHALL BE REPLACED WITH BEDDING MATERIAL & COMPACTED TO 6" MIN. 95% STANDARD PROCTOR NOTES: 1. TRENCH BEDDING PER DETAIL 107.00 & 107.01 OF THE VDOT ROAD AND BRIDGE STANDARDS. 2. MATERIAL IN HAUNCH ZONE SHALL BE VDOT BEDDING MATERIAL. 3. INITIAL BACKFILL SHALL BE VDOT CLASS 1 BACKFILL MATERIAL. 4. ALL BACKFILL AND BEDDING MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. 5. ALL MATERIAL SHALL BE PLACED IN 6" LOOSE LAYERS AND COMPACTED TO AT LEAST 95% STANDARD PROCTOR,, UNLESS OTHERWISE NOTED. WORK IN AND TAMP THE HAUNCHING MATERIAL IN THE AREA BETWEEN THE BEDDING AND UNDERSIDE OF PIPE. 6. DO NOT PERMIT COMPACTION EQUIPMENT TO CONTACT PIPE. REMOVE ANY DAMAGED PIPE SECTIONS BEFORE PROCEEDING. STORM SEWER TRENCH BEDDING DETAIL 5 NOT TO SCALE O 6" COMPACTED STONE (MIN.)-/ PRECAST CONCRETE STORM MANHOLE NOT TO SCALE J 2 $1 12" MIN. ® 16" MAX. _®®® CORROSION RESISTANT MATL-\ %"0 STEEL ROD (#3 REINFORCING ROD)% SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) NOTES: 1. MANHOLE TO MEET CURRENT REQUIREMENTS OF ASTM C-478. 2. CONCRETE TO BE 4000 PSI MINIMUM COMPRESSIVE STRENGTH. 3. ALL REINFORCING STEEL TO MEET CURRENT REQUIREMENTS OF ASTM A-615. 4. TAPERED JOINT WITH 0-RING GASKET TO MEET CURRENT REQUIREMENTS OF ASTM C-443, OR DOUBLE BUTYL RUBBER SEALANT, ASTM C-990. 5. FLEXIBLE JOINT CONNECTION, ASTM C-923, REQUIRED ON ALL PIPE CONNECTIONS TO SANITARY MANHOLES. ANY VOID SHALL BE FILLED FLUSH WITH INSIDE FACE OF MANHOLE WITH NON -SHRINK GROUT. 6. IS-1 SHAPING REQUIRED IN ALL STRUCTURES PER VDOT STANDARDS. 7. MANHOLE FRAMES AND COVERS: 24" I.D. RATED FOR AASHTO H-20 LOADS. ASTM A 536, GRADE 60-40-18 DUCTILE OR ASTM A 48, CLASS 35 GRAY IRON. SANITARY MANHOLES SHALL HAVE GASKETS. "SANITARY SEWER" SHALL BE CAST ON THE COVER. 8. MANHOLE STEPS: ASTM A 615 J" STEEL REINFORCING RODS ENCASED IN ASTM D 4101, POLYPROPYLENE. 6" (MIN.) NOTES: 1. STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH 4'-0" OR GREATER. 2. ALL STEPS SHALL PROTRUDE 5" FROM THE INSIDE FACE OF STRUCTURE WALL. 3. THE MAXIMUM STEP SPACING SHALL BE 1'-4" CENTER TO CENTER. 4. STEPS SHALL WITHSTAND A MINIMUM LOAD OF 300 POUNDS WHEN EXTENDED 5" FROM THE FACE OF THE SUPPORT. 5. STEPS ARE TO BE VERTICALLY ALIGNED AND UNIFORMLY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. 6. IN PRECAST UNITS, STEPS MAY BE CAST IN PLACE OR MORTARED INTO HOLES PROVIDED BY THE FABRICATOR. 7. STEPS DIFFERING IN DIMENSIONS, CONFIGURATIONS OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS OF THE PROPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FOR THE USE OF SUCH STEPS FROM THE ENGINEER. 8. THE PORTION OF A STEP EMBEDDED IN CONCRETE SHALL BE COATED WITH AN ASPHALT COATING. TYPICAL MANHOLE STEP DETAIL NOT TO SCALE 1D 22)INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. GRASS CELL f .BASE MATERIAL r -- --.COMPACTED ,SUBGRADE::`::::: ....., .... i........:;.. I.......... i Ii : 0 u 6" WIDE CONCRETE CURB (3,000 PSI) 6 ,- J" CHAMFER (TYP.) REINFORCED TURF CURB SECTION NOT TO SCALE NYLOPLAST DRAIN BASIN IN 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE I MINIMUM PIPE BURIAL (3 VARIABLE INVERT HEIGHTS DEPTH PER PIPE AVAILABLE (ACCORDING TO PLANS/TAKE OFF) MANUFACTURER RECOMMENDATION "'VARIABLE <l n _ 5 ADAPTER DANGLES 0" -360" ACCORDING TO PLANS Kft TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, &OTHER APPLICABLE DESIGN FACTORS. ®VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL), SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 1D- V - 30" GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE 8"- 15" BRONZE GRATES 0- 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3D- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO, 7001.110-065 A 3DVARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN ON 8" - 24", 10" MIN ON 30") 4" MIN ON 8" - 24" 6" MIN ON 30" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. A PART# GRATE OPTIONS 8" 2808AG PEDESTRIAN/STANDARD SOLID BRONZE DOME DROP IN 10" 2810AG PEDESTRIAN/STANDARD SOLID BRONZE DOME DROP IN 12" 2812AG PEDESTRIAN STANDARD SOLID BRONZE DOME DROP IN 15" 2815AG PEDESTRIAN STANDARD SOLID BRONZE DOME DROP IN 18" 2818AG PEDESTRIAN STANDARD SOLID N/A DOME DROP IN 24" 2824AG PEDESTRIAN STANDARD SOLID N/A DOME DROP IN 30" 2830AG I PEDESTRIAN STANDARDI SOLID I N/A DOME NIA ACF GRASS CELL PANEL SIZE: 23.6" X 19.7" X 2" ...................................23.6" ........................... 1 SIDE VIEW - RIGID INTERLOCKING CLIP SYSTEM RIGID INTERLOCKING CLIP SYSTEM TOP VIEW ®- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR DRAWN BY EBC MATERIAL 3130 VERONA AVE CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC BUFORD, GA 30518 5& ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE DATE 1.23.06 PHN (770) 932.2443 & 7001-1,0-014. IRAT Nylo last 6 - GRATES SHALL MEET H-10 LOAD NO FOR iZ' 24" PED1-110-013, ww .nyloplast use om APPD BY CJA PROJECT NO.INAME 7 - GRATES SHALL MEET H-20 LOAD RATING FOR 30" PED & 12" - 30" STD & SOLID TITLE 8 - ALL BRONZE GRATES, DROP IN GRATES, & 8" & 10" PED/STD GRATES & SOLID COVERS ARE DATE 1.23.06 DRAIN BASIN WITH STANDARD GRATE RATED FOR LIGHT DUTY APPLICATIONS ONLY QUICK SPEC INSTALLATION DETAIL 9 -DOME GRATES HAVE NO LOAD RATING DWG SIZE A I SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001.110.144 REV D NYLOPLAST DRAIN BASIN DETAILS NOT TO SCALE NOTES: • NYLOPLAST OR APPROVED EQUAL. • THIS DETAIL IS TO BE USED FOR REFERENCE ON ALL SIZED INLINE DRAINS AND DRAIN BASINS. SEE STORM SCHEDULE FOR SIZE AND GRATE TYPE FOR EACH STRUCTURE. • CONCRETE COLLAR IS NOT REQUIRED. • ALL SUMPS SHALL BE FILLED WITH NYLOPLAST PLUG OR CONCRETE TO THE INVERT OUT. SPECIFICATIONS WIDTH 19.7" LENGTH 23.6" HEIGHT 2.0" AREA PER UNIT 3.23 SF UNIT WEIGHT 1.24 LBS/SF SURFACE OPEN AREA >90% INTERNAL VOID AREA >95% BASE MATERIAL 100% RECYCLED POLYPROPYLENE UNAFFECTED BY MOLD, ALGAE, SOIL BORN BIOLOGICAL & CHEMICAL RESISTANCE CHEMICALS, BACTERIA, AND BITUMEN SERVICE TEMPERATURE -14 TO 185 °F COMPRESSIVE STRENGTH (UNFILLED) 320.02 PSI COMPRESSIVE STRENGTH (FILLED) 6,351.70 PSI REINFORCED TURF DETAIL 4 NOT TO SCALE - FINISH GRADE GRASS CELL INFILL MIX, SEE NOTES BELOW •ZONAL I 2.0" ACF GRASS CELL 6" MINIMUM DEPTH EXISTING SOILS SHOULD BE EVALUATED SECTION VIEW TO ENSURE ACCEPTABLE STRUCTURAL AND PERMEABILITY PROPERTIES NOTES: • REINFORCEMENT SHALL BE ACF GRASS CELL OR APPROVED EQUAL. EQUALS MUST HAVE OPENINGS IN THE SIDES OF THE CELLS TO PROMOTE LATERAL ROOT GROWTH. • INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. • BASE MATERIAL SHALL BE A 70% MIXTURE OF STONE (MEETING THE REQUIREMENTS LISTED ON THE DETAIL) AND 30% GRASS CELL INFILL MIX. • GRASS INFILL MIX SHALL BE A MIXTURE OF 40% CONCRETE SAND, 30% PLANTING SOIL, AND 30% TOPSOIL. IT SHALL BE PLACE 1" ABOVE THE TOP OF THE GRASS CELLS TO ALLOW FOR SETTLEMENT. • TYPE OF SEED OR SOD TO BE DETERMINED BY THE LANDSCAPE ARCHITECT. 8 POSTS (TYPICAL) PLASTIC TIES (BLACK, 6" LONG") /\ FIBERGLASS "T" POST OR STEEL POST _; T__ 1 1I/4" DRIP LINE i DRIP LINE 0000000000000 0000000000000 0000000000000 0000000000000 i,DOOOOOCDaDO0000OC::;4'-0" PLASTIC 0000000000000 000000000 000c, PROTECTIVE FENCE FIBERGLASS 000000000 00 0000000000 00 "T" POST 6'-6" 00000 D00000 O 00000000000 Ocl PROTECTIVE PLASTIC FENCING COLOR: INTERNATIONAL ORANGE ROLL SIZE: 4' X 164' MESH OPENING: 1 3/4" x 2 3/4" WEIGHT: 32 LBS./ROLL @-IREE PROTECTION DETAIL - PLASTIC FENCING NOT TO SCALE SUNRISE SENIOR LIVING THE COLONNADES EXPANSION PROJECT 2600 BARRACKS ROAD CHARLOTTESVILLE, VA 22901 CLIENT ARCHITECT STRUCTURAL ENGINEER KEY PLAN n' N NO. DATE DESCRIPTION MAJOR SITE PLAN AMENDMENT �Z,TH of rA N E. CAM BELL OLTON y Lic. No. 051495 P4 �, 1 BSI �"� ONAL 111 DRAWING NUMBER C6,00 SUNRISE SENIOR LIVING 7902 WESTPARK DRIVE T (703) 273.7500 WWW.SUNRISESENIORLIVING.COM PROJECT MANAGER STUDIOTWENTYSEVENARCHITECTURE 1600 K STREET NW, SUITE 800 WASHINGTON, DC 20006 T (202) 939.0027 / F (202) 939.0270 W W W.STUD1027ARCH.COM CIVIL ENGINEER KEAST & HOOD CO. 113 4TH STREET NE, SUITE 100 CHARLOTTESVILLE, VA 22902 T (434) 260-8181 WW W.KEASTHOOD.COM MEP ENGINEER 1 2/19/2019 REVISED PER COUNTY COMMENTS 2 4/19/2019 REVISED PER COUNTY COMMENTS DRAWING TITLE SITE DETAILS 3 9/11/2019 REVISED PER COUNTY COMMENTS DRAWING TYPE CIVIL HIMES ASSOCIATES, LTD 3702 PENDER DRIVE T (703) 591.7272 / F (703) 591.7284 WWW.HIMESASSOCIATES.COM DRAPER ADEN ASSOCIATES 110 AVON STREET CHARLOTTESVILLE, VA 22902 T (434) 295-0700 WWW.DAA.COM INTERFACE ENGINEERING 2000 M STREET NW, SUITE 270 WASHINGTON, DC 20036 T (202) 370.9555 WWW.INTERFACEENGINEERING.COM DRAWING SCALE NOT TO SCALE DRAWING DATE SEPTEMBER 21, 2018 PROJECT NUMBER 1806011 1-020301 ELECTRICAL SYMBOL LIST SUNRISE SENIOR LIVING CLIENT THE COLONNADES SUNRISE SENIOR LIVING 7902 WESTPARK DRIVE T (703) 273.7500 EXPANSION PROJECT WWW.SUNRISESENJORLIVING.COM PROJECT MANAGER NOTE: This is a standard symbol list and not all items listed may be used. Abbreviations (E) EXISTING (N) NEW (R) RELOCATE (X) DEMOLISH A AMPERES, AMBER AFF ABOVE FINISHED FLOOR BAS BUILDING AUTOMATION SYSTEM C CONDUIT, CLOSE, CONTROL CU COPPER D DEMOLISH DIV DIVISION DN DOWN DTL DETAIL DWG DRAWING E EXISTING TO REMAIN EM EMERGENCY EA EACH EF EXHAUST FAN EMT ELECTRICAL METALLIC TUBING FA FIRE ALARM FMC FLEXIBLE METAL CONDUIT FT FOOT, FEET G, GND GROUND GFCI GROUND FAULT CIRCUIT INTERRUPTER GFI GROUND FAULT INTERRUPTER HT HEIGHT IN INCH, INCHES KV KILOVOLT KVA KILOVOLT AMPERES KW KILOWATT LED LIGHT EMITTING DIODE LFMC LIQUIDTIGHT FLEXIBLE METAL CONDUIT LV LOW VOLTAGE MCA MINIMUM CIRCUIT AMPS MCC MOTOR CONTROL CENTER MIN MINIMUM MISC MISCELLANEOUS MOCP MAXIMUM OVERCURRENT PROTECTION MT, MTD MOUNT, MOUNTED N.I.C. NOT IN CONTRACT N/A NOT APPLICABLE N NEUTRAL NEC NATIONAL ELECTRIC CODE NTS NOT TO SCALE OC ON CENTER OFCI OWNER FURNISHED, CONTRACTOR INSTALLED PH PHASE PNL PANEL PVC POLY -VINYL -CHLORIDE PWR POWER QTY QUANTITY R TO BE RELOCATED REQD REQUIRED RM ROOM RMC RIGID METAL CONDUIT SWBD SWITCHBOARD TBD TO BE DETERMINED TYP TYPICAL UON UNLESS OTHERWISE NOTED ARCHITECT I STRUCTURAL ENGINEER PAGE/ PAGE SOUTHERLAND PAGE, INC. 1615 M STREET, NW, SUITE 700 WASHINGTON, DC 20036 PAGETHINK.COM CIVIL ENGINEER SPRINGPOINT STRUCTURAL 113 4TH STREET NE, SUITE 100 CHARLOTTESVILLE, VA 22902 T (434) 260-8181 WWW.KEASTHOOD.COM MEP ENGINEER Raceways V VOLTS, VOLTAGE CONDUIT CONCEALED IN WALL OR CEILING SPACE WP WEATHERPROOF CONDUIT ROUTED BELOW FLOOR / GRADE Connections / Equipment CONDUIT ELLED DOWN 0 OR Q JUNCTION BOX CONDUIT ELLED UP Q WALL -MOUNTED JUNCTION BOX CONDUIT/WIRING CONTINUATION MOTOR CONNECTION CONDUIT/WIRING STUBBED OUT WITH END CAP OR INSULATED PLASTIC BUSHING Fire Alarm FLEXIBLE CONDUIT © PULL STATION Switches and Receptacles SMOKE DETECTOR DUPLEX RECEPTACLE (MULTIPLE LETTERS INDICATE MULTIPLE OPTIONS) SPEAKER/STROBE COMBINATION (# INDICATES MINIMUM CANDELA A = ABOVE COUNTER LJ RATING) B = CLOCK HANGER C = FLUSH CEILING MOUNTED EM = EMERGENCY STROBE, CEILING MOUNTED (# INDICATES MINIMUM CANDELA RATING) F = ARC FAULT PROTECTED BY BREAKER IN PANEL G = GROUND FAULT CIRCUIT INTERRUPTER H = HOSPITAL GRADE STROBE, WALL MOUNTED (# INDICATES MINIMUM CANDELA RATING) K = CHILD RESISTANT COVER L = ISOLATED GROUND P = PENDANT MOUNTED WITH CORD GRIPS. VERIFY PENDANT General LENGTH R1 = HALF SWITCHED BY OCCUPANCY SENSOR RELAY R2 = FULLY SWITCHED BY OCCUPANCY SENSOR RELAY i� --i— DEMOLISH S = SPLIT WIRED T = TAMPER RESISTANT SHUTTERED RECEPTACLE U = USB PORT(S) EXISTING WORK W = WEATHERPROOF CONTINUOUS USE COVER, GFCI PROTECTED, WITH WEATHER -RESISTANT RECEPTACLE NEW WORK ❑ DUPLEX RECEPTACLE, FLUSH FLOOR O KEYED NOTE ❑ DOUBLE DUPLEX RECEPTACLE, FLUSH FLOOR Lighting ® DUPLEX RECEPTACLE WITH TELEDATA COMBINATION, FLUSH FLOOR p®Q COMBINATION EXIT SIGN CEILING MOUNTED AND DUAL HEAD DOUBLE DUPLEX RECEPTACLE. SEE LETTER CODE LIST AT DUPLEX EMERGENCY EGRESS LIGHTING WITH BATTERY PACK. ARRROW(S) INDICATES DIRECTION IF SHOWN RECEPTACLE FOR OPTIONS COMBINATION EXIT SIGN WALL MOUNTED AND DUAL HEAD EMERGENCY os CEILING MOUNTED OCCUPANCY SENSOR EGRESS LIGHTING WITH BATTERY PACK. ARRROW(S) INDICATES P = PASSIVE INFRARED DIRECTION IF SHOWN D = DUAL TECHNOLOGY U = ULTRASONIC, 360 DEG RANGE ® EXIT SIGN CEILING MOUNTED, ARROW(S) INDICATES DIRECTION IF H = ULTRASONIC, HALLWAY PATTERN SHOWN v (LOWERCASE) = VACANCY CONTROL DESIGNATION EXIT SIGN WALL MOUNTED, ARROW(S) INDICATES DIRECTION IF SHOWN os WALL MOUNTED OCCUPANCY SENSOR P = PASSIVE INFRARED 0 RECESSED 1' X 4' LUMINAIRE D = DUAL TECHNOLOGY v (LOWERCASE) = VACANCY CONTROL DESIGNATION 0 RECESSED V X 4' LUMINAIRE CONNECTED TO EMERGENCY/LIFE SAFETY Ell WALL MOUNTED OCCUPANCY SENSOR/SWITCH CIRCUIT OR WITH INTEGRAL EMERGENCY BATTERY CONNECTED TO S = PASSIVE INFRARED WITH INTEGRAL "OFF" SWITCH UNSWITCHED CIRCUIT T = DUAL RELAY PASSIVE INFRARED WITH TWO INTEGRAL "OFF" SWITCHES D = PASSIVE INFRARED WITH INTEGRAL DIMMER TO OFF. 0 RECESSED LUMINAIRE v (LOWERCASE) = VACANCY CONTROL DESIGNATION RECESSED LUMINAIRE CONNECTED TO EMERGENCY/LIFE SAFETY PHOTO ELECTRIC SWITCH CIRCUIT D = CONTINUOUS DIMMING PHOTOCELL S = SWITCHED PHOTOCELL SURFACE MOUNTED 2' X 4' LUMINAIRE SINGLE POLE SWITCH 2 = DOUBLE POLE SWITCH 3 = THREE-WAY SWITCH SURFACE MOUNTED 2' X 4' LUMINAIRE CONNECTED TO EMERGENCY/LIFE 4 =FOUR-WAY SWITCH SAFETY CIRCUIT OR WITH INTEGRAL EMERGENCY BATTERY CONNECTED a THRU z (LOWERCASE) = LUMINAIRE CONTROL DESIGNATION TO UNSWITCHED CIRCUIT D = DIMMER F = FAN SPEED CONTROL ® SURFACE OR PENDANT MOUNTED 1' X 4' LUMINAIRE K = KEY OPERATED SWITCH L = LIGHTED HANDLE M = MANUAL MOTOR STARTER WITH THERMAL OVERLOAD ® SURFACE OR PENDANT MOUNTED V X 4' LUMINAIRE CONNECTED TO P = SWITCH WITH PILOT LIGHT EMERGENCY/LIFE SAFETY CIRCUIT OR WITH INTEGRAL EMERGENCY S = SENTRY SWITCH BATTERY CONNECTED TO UNSWITCHED CIRCUIT T = INTERVAL TIMER W = WEATHERPROOF SWITCH V =LOW VOLTAGE SWITCH 0 SURFACE TRACK LUMINAIRE SURFACE TAPE LUMINAIRE Telecommunications 0 RACEWAY ONLY DATA/TELEPHONE OUTLET. PROVIDE DOUBLE GANG BACK BOX AND SINGLE GANG ADAPTER PLATE WITH 1" C. AND PULLSTRING TO ACCESSIBLE CEILING SPACE. Miscellaneous (MULTIPLE LETTERS INDICATE MULTIPLE OPTIONS) A = ABOVE COUNTER #10 BRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN TO PANEL WITH C = CEILING MOUNTED ABOVE ACCESSIBLE CEILING // CIRCUITS AS NOTED. WIRE SIZE IS #12 AWG MINIMUM UNLESS NOTED F = FLUSH CEILING MOUNTED _wlof m B-27,29,31. OTHERWISE. SHORT TICK MARKS INDICATE PHASE CONDUCTORS. LONG R = SURFACE MOUNTED ON RACEWAY TICK MARKS INDICATE NEUTRAL CONDUCTORS. A SINGLE CURVED TICK MARK INDICATES INSULATED GREEN GROUND CONDUCTOR. SECOND v RACEWAY ONLY TELEPHONE OUTLET. PROVIDE DOUBLE GANG BACK BOX CURVED TICK MARK INDICATES "ISOLATED GROUND" (GREEN INSULATION AND SINGLE GANG ADAPTER PLATE WITH 3/4" C. AND PULLSTRING TO WITH YELLOW STRIPE) CONDUCTOR. ACCESSIBLE CEILING SPACE. SEE LETTER CODE LIST AT DATA/TELEPHONE OUTLET FOR OPTIONS. BRANCH PANEL 0 TELEVISION OUTLET, WITH RG-6 CABLE AND 1"C. TO ACCESSIBLE CEILING. CIRCUIT BREAKER ®W WIRELESS ACCESS POINT FLUSH WALL MOUNTED BRANCH PANEL ®PA PUBLIC ADDRESS POINT WALL -MOUNTED JUNCTION BOX FOR CAMERA WALL -MOUNTED JUNCTION BOX FOR MICROPHONE Q WALL -MOUNTED JUNCTION BOX FOR VIDEO KEY PLAN NO. DATE DESCRIPTION 2 4/5/2019 REVISED PER COUNTY COMMENTS 3 .15/20/2015 REVISED PER COUNTY COMMENTS GENERAL ELECTRICAL NOTES A. ELECTRICAL CONTRACTOR SHALL VISIT AND EXAMINE THE SITE PRIOR TO CONSTRUCTION TO ASCERTAIN THE EXISTING CONDITIONS AND LIMITS OF DEMOLITION AND CONSTRUCTION. ELECTRICAL CONTRACTOR SHALL MAKE NOTE OF ANY ADDITIONAL DEMOLITION AND/OR ANY ADDITIONAL REMOVAL AND RELOCATION WHICH MAYBE REQUIRED TO ACCOMPLISH THE RENOVATIONS. ELECTRICAL CONTRACTOR TO NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. FAILURE TO DO SO INDICATES THAT CONTRACTOR ACCEPTS THE CONDITION AS THEY EXIST AND SHALL PERFORM THE WORK REQUIRED. B. FIELD VERIFY AND TRACE EXISTING CIRCUITS CURRENTLY SERVING "THE AREA OF DEMOLITION" ALL THE WAY TO THE EXISTING PANELBOARDS. UPDATE DIRECTORIES TO REFLECT EXISTING CONDITIONS. C. FIELD VERIFY THE ACTUAL LOCATIONS AND SIZES OF EXISTING CONDUITS AND WIRING. D. FIELD VERIFY PANELBOARDS LOADS, BUS RATINGS AND AVAILABLE SPARE AND SPACES. E. ALL REMOVED COMPUTER EQUIPMENT SHALL BE TURNED OVER TO THE OWNER UNLESS DIRECTED OTHERWISE. F. HOLES LEFT BY REMOVAL OF ELECTRICAL DEVICES, ETC SHALL BE PATCHED IN EXISTING WALLS. COORDINATE WITH ARCHITECTURAL DRAWINGS. G. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROTECT AND RETAIN POWER TO ALL EXISTING ACTIVE EQUIPMENT DURING DEMOLITION AND NEW CONSTRUCTION PERIOD. H. ANY ELECTRICAL OUTAGE REQUIRED BY THE WORK SHALL BE COORDINATED WITH THE OWNER AND CONFIRMED IN WRITING. ANY OUTAGE SHALL NOT BE SCHEDULES DURING BUSINESS HOURS. ALL COSTS FOR OVERTIME SHALL BE INCLUDED IN BID. I. ALL DEMOLITION WORK SHALL BE COORDINATED WITH THE ARCHITECT AND THE OTHER DISCIPLINES TO AVOID CONFLICT. J. BRANCH CIRCUIT NUMBERS INDICATED ON THE DEMO DRAWINGS ARE BASED ON INFORMATION COLLECTED DURING SITE VISIT. CONTRACTOR SHALL FIELD VERIFY CIRCUITING PRIOR TO DEMOLITION. I. WHERE DEVICES WITHIN OR BEYOND RENOVATED AREAS ARE CIRCUITED THROUGH OUTLETS TO BE REMOVED, PROVIDE ALL NECESSARY MATERIAL REQUIRED TO MAINTAIN CONTINUITY OF THAT CIRCUIT. J. THE WORK SHALL BE CAREFULLY LAID OUT IN ADVANCE WHERE CUTTING, CHANNELING CHASE, CHASING OR DRILLING OF WALLS, PARTITIONS, CEILINGS, SLABS OR OTHER SURFACES IS NECESSARY FOR THE PROPER INSTALLATION, SUPPORT OR ANCHORAGE OF THE CONDUIT, RACEWAY OR OTHER ELECTRICAL WORK. THIS WORK SHALL BE CAREFULLY DONE, AND ANY DAMAGE TO BUILDING, PIPING OR EQUIPMENT SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. PATCHING AND PAINTING SHALL BE DONE TO MATCH EXISTING SURFACES. K. WHERE EXISTING EQUIPMENT AND/OR DEVICES TO BE RELOCATED, EXTREME CARE SHALL BE TAKEN TO PREVENT DAMAGE DURING THE REMOVAL. THERE DAMAGE OCCURS, THE EQUIPMENT AND/OR DEVICES SHALL BE REPLACED OR REPAIRED TO THE THE SATISFACTION OF THE OWNER AND/OR ARCHITECT AT NO ADDITIONAL COST. L. REMOVE WIRING DEVICES, CONDUITS AND WIRING FROM WALLS SHOWN TO BE DEMOLISHED IN THE ARCHITECTURAL DRAWINGS. REMOVE BRANCH CIRCUIT WIRING BACK TO THE NEXT UPSTREAM DEVICE OR JUNCTION BOX THAT IS TO REMAIN AS NECESSARY. PROVIDE WIRING, CONDUITS, PULL BOXES AND PANELBOARDS AS REQUIRED TO MAINTAIN SERVICE TO DOWN STREAM DEVICES THAT REMAIN. WHERE ALL DEVICES ON A GIVE BRANCH CIRCUIT ARE REMOVED, MARK THE BREAKER AS SPARE. M. COORDINATE WITH CLIENT ITEMS TO BE SALVAGED (I.E. LIGHTING FIXTURES, CABINETS, DEVICES, DISCONNECTS, ETC) AND DELIVER THEM TO A STORAGE LOCATION DIRECTED BY THE OWNER. ALL ITEMS NOT DESIRED BY THE OWNER SHALL BE REMOVED FROM THE SITE AND DISPOSED AT THE CONTRACTORS EXPENSE. N. UPDATE DIRECTORIES IN EXISTING PANELS TO REFLECT CHANGES, DELETIONS AND ADDITIONS CAUSED BY RENOVATIONS. O. WHERE A DEVICE IS BEING REMOVED AND NOTE REPLACED, ITS ASSOCIATED FEEDER CONDUIT AND WIRING SHALL BE ALSO REMOVED. NO CIRCUIT CONTINUITY SHALL BE LOST. P. COORDINATE WITH OTHER TRADES FOR ITEMS IN THEIR SCOPE OF WORK WHICH MAY REQUIRE ELECTRICAL WORK AND ARE NOT INDICATED ON THE ELECTRICAL PLANS. Q. ALL PENETRATIONS OF FIRE RATED PARTITIONS DUE TO THE REMOVAL OF ELECTRICAL SYSTEMS SHALL BE SEALED TO MAINTAIN THE FIRE RATINGS OF ANY EXISTING TO REMAIN WALLS. R. ALL EXPOSED WIRING WITHIN OPEN CELLING AREAS SHALL BE RUN WITHIN EMT AND RUN TIGHT TO THE UNDERSIDE OF TH STRUCTURE ABOVE, ALONG AND PARALLEL TO PRIMARY STRUCTURAL MEMBERS, OR COLLECTED AND PARALLEL TO STRUCTURAL MEMBERS. SHEET INDEX E0.01 SYMBOL LIST, ABBREVIATIONS, AND SHEET INDEX - ELECTRICAL E1.00 SITE PLAN - ELECTRICAL E7.03 SITE PLAN PHOTOMETRICS E7.04 SITE PLAN - OUTDOOR LIGHTING CUTSHEETS PERMIT DOCUMENTS .-........._. .......... __........... _.-_........................ . DRAWING TITLE SYMBOLS ABBREVIATIONS AND DRAWING INDEX DRAWING TYPE DRAWING NUMBER EO,O 1 tA % HIMES ASSOCIATES, LTD 3702 PENDER DRIVE 2600 BARRACKS ROAD T (703) 591.7272 / F (703) 591.7284 CHARLOTTESVILLE, VA 22901 WWW.HIMESASSOCIATES.COM DRAPER ADEN ASSOCIATES 110 AVON STREET CHARLOTTESVILLE, VA 22902 T (434) 295-0700 W W W.DAA.COM INTERFACE ENGINEERING 2000 M STREET NW, SUITE 270 WASHINGTON, DC 20036 T (202) 370.9555 W W W.INTERFACEENGIN EERING.COM DRAWING SCALE, NONE _`s/c3rT ..;' --.......__ .......... ................----- - --- -- --- DRAWING DATEq PROJECT NUMBER FEBRUARY 19, 2019 1812 GENERAL NOTES SUNRISE SENIOR LIVING CLIENT SUNRISE SENIOR LIVING THE COLONNADES 7902 WESTPARK DRIVE T(703) 0 EXPANSION PROJECT WWW.SUNRISESENIORLIVING.COM PROJECT MANAGER ----------------- ----------- ---------------------- HIMES ASSOCIATES, LTD 2600 BARRACKS ROAD 3702DRIVE T (703) 591.791.7272 / F (703) 591,7284 CHARLOTTESVILLE, VA 22901 WWW.HIMESASSOCIATES.COM ARCHITECT PAGE/ PAGE SOUTHERLAND PAGE, INC. 1615 M STREET, NW, SUITE 700 WASHINGTON, DC 20036 PAGETHINK.COM CIVIL ENGINEER STRUCTURAL ENGINEER SPRINGPOINT STRUCTURAL 113 4TH STREET NE, SUITE 100 CHARLOTTESVILLE, VA 22902 T (434) 260-8181 WWW.KEASTHOOD.COM MEP ENGINEER nIIIIIIIIIIIIIII -1 Il -• SCAM- 1 /8" • 1'-W KEY PLAN NO. ; DATE DESCRIPTION ..._ 2 14/5/2019 REVISED PER COUNTY COMMENTS 3 j5/20/2019 REVISED PER COUNTY COMMENTS 4 i 17/18/20191 CIVIL PLAN REVIEW REVISIONS PERMIT DOCUMENTS ------ -----------------....... -------------- ------- DRAWING TITLE SITE PLAN DRAWING TYPE ELECTRICAL --- ---------------------------- DRAWING SCALE A. ALL EXTERIOR LIGHTING POWER TO BE ROUTED THROUGH TIMECLOCK CONTROL. PROVIDE UL924 LISTED EMERGENCY TRANSFER RELAY FOR ALL EXTERIOR LIGHTING ON EMERGENCY CIRCUITS. B. PROVIDE CONCRETE BASE FLUSH TO GRADE FOR MOUNTING OF ALL FIXTURE TYPE 'S1' BOLLARDS. FLOOR PLAN M1 1. INSTALL FIXTURE TYPE 'S2' STEP LIGHT AT 2'-0" ABOVE WALKING SURFACE. 2. ORIENT FIXTURE TYPE 'S1' LUMINAIRE AT 45 DEGREES TO PROVIDE LIGHT ON TERRACE LANDING, AS WELL AS RAMP. � ni I DRAWING NUMBER E 1 000 DRAPER ADEN ASSOCIATES 110 AVON STREET CHARLOTTESVILLE, VA 22902 T (434) 295-0700 W W W.DAA.COM INTERFACE ENGINEERING 2000 M STREET NW, SUITE 270 WASHINGTON, DC 20036 T (202) 370.9555 W W W.INTERFACEENGIN EERING.COM DRAWING DATE FEBRUARY 19, 2019 _ __--..... __...................... _..... - i t. 5 t. 9 � . 0 4.3 `10 , 8 r �,.,i-......._. .----..._............._•-- 4 S. 1!-,.! - t �i 1.3 i.3 1H� .Sir t.7 4.0 I P . 11,e 4.7 2 . 6 .2 1.2 I �.7 4.1 50.8 t.7 0.4 0.4 0.2 4.8 4.2 I , ii i l �.D 1.8 1.8 j 3 i, t.9 0.6 1 0. 4 +0 . 3 0. 1 +0 . 1 Calculation summary Label CalcType . 2 �1 . 1 t . 9 General Site Illuminance at wal i North Terrace Illuminance at wal fl � A `z.i 1.6 1.3 1 1.4 t.7 t.5 5.7 t.9 p + + + + + 't __ + stair 2 (2) Planar Illuminance at wal 1-3 o !; 3. 6 . 9 0.3 0 .1 0.1 `�. 0.0 _ amp `z.6 �2.2 1.8 1.9 1.2 4r�2rt.8 r �r 1.2 t.9 i j -, �✓ ---. r ..,` r X south terrace an r Illuminance at wal .8 �1.9 1.6 .4 � sit 4.3 t.7 t +16.4 Q� 0 .2 +0,...� +0 ./.l✓� �0 1 +0 0 •��. � .1 1.9 1.7 •' . 6 � . 4 .3 (� ..... j -.-Z.....Y...B ....q2.- r I ii 3.8 5.6 1 :;0 0 . 3 0 .5 ,a . 5."-%0 .3 01 0.0 , AS....................AS.... . j .. % 1. 0 0. 5 0: 5_ � -- 1. 6 2 .7 0. 4 0. 1 0 4 I Ei--._..__......_.____.. 0 . 1 +0 .2 0 .2 0 . 6 +3 . 6 4 3. &��_+ + + ; r '0 +0 15.5 1.�`.. 0.2 .0 .0, .�, , 4 ../ ..................... 1 0 1 0 3 1 1 3 0 0 0 1 0 0 0 0 0 I : � �, . .3 5 •�:� f �Q is -- - E :: ___ .....................' .. l';, `; 0 . 0 +0 . 0 0 . 1 +0 . 1 0 . 4 +0 . 5 +0 .2 +0 . 0�.. +0 . 0 0 . 0 +0 . 0 0 . 0 --- .... 1 + + \ ' + + + + + + + + 0.0 ;0.0 0.0 �.. 0.1 0.1 0.1 0.0 0� 0.0 0.0 0.0 1� ......... , ' SiL�r 1 ................................................................... }' ,'1 i 0. 0 O. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 } i} } _..... ....... ....... ....... ....... _..... ....... ....... _..... }.} 111�"' h 6.0 0.0 011.0 0.0 0.0 0.0`, o.o o.o � o o.o, o.o o.o +0 tj + + + i+ + + j + + + 0.'0 0. 0 0. 0 0. 0 }0. 0 0. 1 0.2; 0 .2 ;t 0. 1 0.0 I !E E E[ I -: 0 `�,0 . 0'} 0. 0 0. 0 0. 0 4. 0 0 .2 1. 6 1. 3 0. 4 0.1 :f 0 / _ +0 0 0 +0 0 /+0 1 +0 7 +16 21 8 9 +1 .2 0 .2 ;. i• ' ! it `i' I I if Isil i + + + + + + + + 1 + + + __............._...................... _..... ,; ;0 . 0 .�0 0 . 0 0 . 0 0 . 0 0.0 0-r. 32 . 14 . 0 0 . 8 0 . 1 i 7 i ----------_.._............._...----------.._.........._...____._._-.... ! ._..---......_------------------......__.--- - �,,_:.- `III ............................................... ...........- .......................................................... _._..: _._ 0 0 0 0 0 0 0 0 +0.1 2 0 5 0 1 ii ;f 1 1' i / \\ j% 0i ::......................::............:....... ..................---........., ;( 0. 0 �` 0. 0 0. 0 0. 0 0. 0 <0 . 0 0, 0.2 /0; 4 0. +0.2 0. 0 ! 0% 0 0 +0.0 2 +0.4 2 © 0 0 :::::: .. ;I +0 . 0 •:. 0.( `�0 . 0 0. 0 0',. 1 0. 3 1. o '$" . Z- . 4 0. 3 0. 1 0 Q_--- © 0 _. _..._......._..- r N. r / �' _�, _.:1 0 1 0 1 +0 3 + r14 «31.+ro:4 o p� 6` 1 +0.0 0 0 >......................................................... } ! 14 }� ? 't i >.:a .................... .E.........._L')�3........ ..%.� •17.7 3�8•5.8 f ....'---- ............... / 3 aA aA5 .r< :..........: ': iE.1 •3.1 •2.8 +.........��^� + (, + + + ��+ •4.2 •5.7 •6•4.6 +\, + �. 1: 0 0 �4 0 "� 0. 3 0. 8 4. 9 f 0 .3 0. 1 \1 0. 0 •3.3 •3.3 •3.0 •3.0 •2.5 • .7 •2>6/ O i. • 3.1 43.0 •2.8 1/' ♦ • 6.1 2.9 .9 • •2.8 •2.7 •2.6 1 . 3 0 . 7/` 1 . 0 2 . �_ 7 13r�/ � '/ .•�7°1•15.9•5.8 •�2.0 � 0 . 2 0 . 1 0 I f L J i �,''''/ E •2.5 •2.5 •2.6 ;` 024.3.20.2.9. •4.0 /" ! (� gill rS 1 r /; \ p� :Z�9 It2.9 •2.6 •2.4 •2.5 •3.1 •4.4 •6.2 +. �i + + J•6,$ •7.3 •8j,,3. •7� 3 9 O . 3 �,, O . 1 O . O /V O O . o W -3 4:29 �2.8 •2.5 •2.4 •2.7 •3.9 •6.8 •12.9 ` �.�� •20.•i,•8.0 •4.7 �3.; •3.5 'S1r ..........._.. I •9.3 •24.1 L1•26.0•12 .3• �5-'•3.2,/ _ 0.5 0.2 0.1 0.0 0.0 0.0 • 9.5 •2 8.1 =-::----d-:e= ===• 3.8 04.3 06.5 • 5� 05.2 •6.3 •16.3• 7.0.22.3.11.8.5.6 •3 2='•2.7 •3.1 !' j''ri C E • 3.3 •6.0 • .7" 97 5.7 •3.5 0 . o . 4 0 .2 0 . 1 + .0 0.0 0 . 0 _- 0.4 0.2 0.1 y0.1 0.1 0.� 0.0 0.0 + + + '0 + + + + *0 + + + + 0.0 0.2 0.2 .2 0.3 0.2 0.1 0.1 .1 0.0 0.0 0.0 0.0 + + + + + + + + + + + 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 S-ITE PLAN PHOTOMETRICA1 SCALE: 1 /8" = 1'-0" ELECTRICAL cc: SITE PLAN PHOTOMETRICS SCALE: 1 /4" = 1'-0" SITE PLAN PHOTOMETRICS SCALE: 1 /4" = 1'-0" Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min General Site Illuminance at walking surface Fc 1.47 77.5 0.0 N.A. N.A. North Terrace Illuminance at walking surface Fc 2.91 11.8 0.4 7.28 29.50 stair 2(2) Planar Illuminance at walking surface Fc 3.54 9.9 0.4 8.85 24.75 south terrace and ramp Illuminance at walking surface Fc 7.86 47.1 1.9 4.14 24.79 SUNRISE SENIOR LIVING k CLIENT THE COLONNADES SUNRISE SENIOR LIVING 7902 WESTPARK DRIVE T (703) 273.7500 EXPANSION PROJECT WWW.SUNRISESENIORLIVING.COM PROJECT MANAGER HIMES ASSOCIATES, LTD 3702DRIVE PENDE2600 BARRACKS ROAD T (703) 91.7591.7 272 / F (703) 591.7284 CHARLOTTESVILLE, VA 22901 WWW.HIMESASSOCIATES.COM ARCHITECT PAGE/ PAGE SOUTHERLAND PAGE, INC. 1615 M STREET, NW, SUITE 700 WASHINGTON, DC 20036 PAGETHINK.COM CIVIL ENGINEER DRAPER ADEN ASSOCIATES 110 AVON STREET CHARLOTTESVILLE, VA 22902 T (434) 295-0700 W W W.DAA.COM STRUCTURAL ENGINEER SPRINGPOINT STRUCTURAL 113 4TH STREET NE, SUITE 100 CHARLOTTESVILLE, VA 22902 T (434) 260-8181 WW W.KEASTHOOD.COM MEP ENGINEER INTERFACE ENGINEERING 2000 M STREET NW, SUITE 270 WASHINGTON, DC 20036 T (202) 370.9555 WWW.INTERFACEENGINEERING.COM ELECTRICAL ELECTRICAL Luminaire hedu IIN Symbol Qty abel Arrangement Lamp Lumens LLF Description -- 3 2 SINGLE 64 1.000 LED STEP LIGHT - 9 1 SINGLE 2400 1.000 LED BOLLARD 0 4 L -3 SINGLE 540 0.584 LED SHALLOW DOWNLIGHT Q 4 A SINGLE 470 1.000 LED EXTERIOR SCONCE Note: LLF on type L -3 is used to estimate total lumen output of 540 lumens. Photometri data specified luminaire is not available, so a similar luminaire with higher t was used to estimate correct output. Luminaire used to estimate is MAXLITE LFC61530WV2, with 924.5 initial lumens. KEY PLAN NO. ; DATE DESCRIPTION i.................................. PERMIT DOCUMENTS ---I -- - -- -...........................- ----- - 2 4/5/201-9 REVISED PER COUNTY COMMENTS ---.........-.--.....-------.....----------- ---------------- ..... . 3 5/20/201 REVISED PER COUNTY COMMENTS DRAWING TITLE SITE PLAN PHOTOMETRICS 4 17/18/201 CIVIL PLAN REVIEW REVISIONS DRAWING TYPE ELECTRICAL ----.......................... --------------------- ------------------------------------ DRAWING SCALE --- .......... ----------------------------------------------------------------------------- DRAWING DATE FEBRUARY 19, 2019 GENERAL NOTES FLOOR PLAN KEYNOTES GENERAL NOTES LISlfn9&aAd Rat3 f { yy p rr II•'1'bV R L3f�.'vl j 5t Ambii'>i1t FlfaTali &i C L �ii4ttt€# (e foe ��ei 1p . t€ciaa N®€eS i1gi13Ygt iCatE$... b ,� R. r , 7£014 KIM or.k'SlNid< i£imS EAA T GALE AVeNUE, CITY OF INDUSTRY, CA 07 5� 1769 FAX 62P)J4"-5716 Mitt 3:10; SITE - LUMINAIRE SCHEDULE INPUT TYPE DESCRIPTION MOUNTING FINISH LAMPS t) WATTS VOLTAGE MFG/CATALOG # NOTES A5 LED OUTDOOR WALL MOUNT EXTERIOR WALL BY ARCHITECT LED, 4000K 9 120 LITHONIA / OLCS-xx 1-1-3 3" DIA. COMMERCIAL - NEW CONST. RECESSED BY ARCHITECT LED, 2700K TBD TBD LITHONIA / WRF-LED-27K-MW S1 LED CUTOFF BOLLARD EXTERIOR GRADE BY ARCHITECT LED, 3000K, 2400 LUMENS 26 120 KIM LIGHTING/ ORINETED TOWARD PATH, UNLESS OTHERWISE SL1-18L-3K-UV-FINISH NOTED. S2 LED CUTOFF STEP LIGHT WALL RECESSED BY ARCHITECT LED, 3000K, 64 LUMENS 3.6 120 KIM LIGHTING/ EL807 / 3L3KUV NOTES: 1 ALL FIXTURES TO BE UL LISTED 2 ARCHITECT TO PROVIDE CUTSHEETS FOR EACH INDIVIDUAL LIGHT FIXTURE, PROVIDING MANUFACTURER AND MODEL NUMBER. CLIENT ARCHITECT STRUCTURAL ENGINEER KEY PLAN o. DATE DESCRIPTION SENIOR LIVING N O-----------------------_..-.---- ---- ---------------._....-----------------------..._....- ------ ----- ---------- _.__-..------- - - ---- - ---..-....-------- ! SUNRISE S !------- --------------------------------_-----------.---------.-----.----..------ PERMIT DOCUMENTS DRAWING NUMBER SUNRISE SENIOR LIVING PAGE/ sPRINGPowT STRUCTURAL 2 1..4/5/2019_REVISED PER COUNTY COMMENTS _ _ _ _ _THE COLONNADES 7902 WESTPARK DRIVE PAGE SOUTHERLAND PAGE, INC. 113 4TH STREET NE, SUITE 100- - - - _ T (703) 273.7500 1615 M STREET, NW, SUITE 700 CHARLOTTESVILLE, VA22902 3 5/20/201 REVISED PER COUNTY COMMENTS DRAWING TITLE EXPANSION PROJECT WWW.SUNRISESENIORLIVING.COM WASHINGTON,DC20036 T(434)260-8181 SITE PLAN - OUTDOOR LIGHTING CUTSHEETS ET004 PAGETHINK.COM WWW.KEASTHOOD.COMA I DRAWING TYPE PROJECT MANAGER CIVIL ENGINEER MEP ENGINEER ELECTRICAL HIMES ASSOCIATES, LTD DRAPER ADEN ASSOCIATES INTERFACE ENGINEERING i DRAWING SCALE �> s..... -- - - _. rt �r/t Kx C3 3702 PENDER DRIVE 110 AVON STREET 2000 M STREET NW, SUITE 270 ---.....-......----..-...............----------------------- - 2600 BARRACKS ROAD T (703) 591.7272 / F (703) 591.7284 CHARLOTTESVILLE, VA 22902 WASHINGTON, DC 20036 E DRAWING DATE PROJECT NUMBER WWW.HIMESASSOCIATES.COM T (434) 295-0700 T (202) 370.9555� CHARLOTTESVILLE, VA 22901 WWW.DAA.COM WWW.INTERFACEENGINEERING.COM N - .............................-- FEBRUARY 19, 2019 1812 iEI,_; ui1ti PCs. 17 j� 0� Z/Y/n/ Gj _ ��� L'OG©rt/�I✓�1 �7 5 57 SCALE: = /O APPROVED BY DRAWN BY DATE: " 9— Zo/ 9 fIGC� �4i -s-Riles ' Gie-�- S u. � ►�L .S � bk n D 3 r�-- �i3�-9lva ors'/ DRAWING NUMBER • ACCLAIM SERVICES I C 13I SERVICE AWAHO LANDSCAPING THE COLONNADES EXPANSION PROJECT LANDSCAPE PLANT LEGEND SYMBOL NUMBER SIZE COMMON NAME BOTANICAL NAME `•,1P 2 3 gal. Mr PoppinsWinterberry ILEX verticillate WM 6 1 gal. White Muhly Grass Muhlenbergia capillaris 'While Cloud' LG 9 3 gal. Little Goblin Winterberry ILEX verticillate Little Goblin Red PM 12 1 gal. Pink Muhly Grass Muhlenbergia capillaris GS 15 3 gal. Gulf Stream Dwarf Nandina Nandina domestica Gulf Stream RB 2 4'-6 Dwarf River Birch (multi stem) Betula Nigra Little King' HY 8 B&C 36" Hick s Yeti+; Taxus x media 'Hicksii' PV 6 3 gal. Decker Viburnum Viburnum pragense 'Decker CM 6 62-8' Pink Velour Crape Myrtle Lagerstroemia indica 'Whit 111' BA 4 3 gal. White Bloom -A -Thou Azalea Azalea Bloom -A -Thou White CS 16 3 gal Pampas Grass Cortaderia Selloana :Pumila' PL 13 3 gal. Purple Love Grass Eragrostis Spectabilis PA 14 3 gal. Red Head Fountain Grass Pennlsetum alopecroides 'Red Head' U 5 2-3" cal. Okame Cherry Tree Prunus x incamp 'Okame" Cherry 7 3 gal. Common Winterberry ILEX verticillata 'Red Sprite' F H1 26 3 gal. Fire Power Dwarf Nandina Nandina domestics 'Firepower' 1 1 3 gal. Southern Gentleman Winterberry ILEX verticillata 'Southern Gentleman' 'NR 5 3 gal. Winter Red Winterberry ILEX verticillata Winer Red JD 2 3 gal. Winterberry Jim Dandy ILEX verticillate 'Jim Dandy MG 240 2.5" Mondo Grass Opniopogon Japonicus 664 Coles Rolling Rd., Scottsville Va. 24590 Email: acclaimservQuno.com Website: acclaimturf.com Phone: 434 960 6151 CLIENT ARCHITECT - _-- - — PAGE/ PAGE SOUTHERLAND PAGE, INC. 1615 M STREET, NW, SUITE 700 WASHINGTON, DC 20036 PAGETHINK.COM CIVIL ENGINEER STRUCTURAL ENGINEER KEY PLAN NO. DATE DESCRIPTION MAJOR SITE PLAN AMENDMENT DRAWING TITLE LANDSCAPE PLAN AND SCHEDULE DRAWING TYPE LANDSCAPE DRAWING SCALE DRAWING DATE OCTOBER 15, 2019 DRAWING NUMBER L 1 • O 1 SUNRISE SENIOR LIVING THE COLONNADES EXPANSION PROJECT 2600 BARRACKS ROAD CHARLOTTESVILLE, VA 22901 SUNRISE SENIOR LIVING 7902 WESTPARK DRIVE T (703) 273.7500 WWW.SUNRISESENIORLIVING.COM PROJECT MANAGER SPRINGPOINT STRUCTURAL 113 4TH STREET NE, SUITE 100 CHARLOTTESVILLE, VA 22902 T (434) 260-8181 WWW.KEASTHOOD.COM MEP ENGINEER 1 10/15l2019 REVISED PER COUNTY COMMENTS HIMES ASSOCIATES, LTD 3702 PENDER DRIVE T (703) 591.7272 / F (703) 591.7284 WWW.HIMESASSOCIATES.COM DRAPER ADEN ASSOCIATES 1 10 AVON STREET CHARLOTTESVILLE, VA 22902 T (434) 295-0700 WWW.DAA.COM INTERFACE ENGINEERING 2000 M STREET NW, SUITE 270 WASHINGTON, DC 20036 T (202) 370.9555 WWW.INTERFACEENGINEERING.COM PROJECT NUMBER 1812