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HomeMy WebLinkAboutSDP201200060 Plan - Approved Final Site Plan and Comps. 2013-06-17GENERAL NOTES 1. TAX MAP 76 PARCELS 12A & 12G 2. MAGISTERIAL DISTRICT: SAMUEL MILLER 3, SITE AREA: 12.606 ACRES 4. ZONING: PLANNED DEVELOPMENT - MIXED COMMERCIAL (PD -MC) (ZMA 2010-00003) 5. COMPREHENSIVE PLAN DESIGNATION/DENSITY: NEIGHBORHOOD SERVICES/40,000 SF PER 1-5 ACRES 6. PROPOSED USES: A. OFFICES -100,000 GROSS SF B. PARKING STRUCTURE (SPECIAL USE PERMIT) 9. RECREATION AREA: 4,200 SF 10. MAXIMUM EMPLOYEES: 500 11. MAXIMUM IMPERVIOUS AREA = 3.75 ACRES 12. SETBACKIBUFFER REQUIREMENTS: A. ADJACENT TO PUBLIC STREETS: 1.30 -FT BUILDING SETBACK 11.10 -FT PARKING SETBACK B. ADJACENT TO RESIDENTIAL/RURAL DISTRICTS: 1.20 -FT UNDISTURBED BUFFER 11, 20 -FT PARKING SETBACK 111.50 -FT BUILDING SETBACK C. MOREY CREEK STREAM BUFFER: 50 -FT 13. HEIGHT RESTRICTION: 35 FT PLUS AN ADDITIONAL 2 -FT SETBACK FOR EVERY 1 -FT IN ADDITIONAL HEIGHT UP TO A MAXIMUM HEIGHT OF 65 FT. A. PROPOSED HEIGHT: 1. OFFICE BUILDING HEIGHT IS 38'-4" FT AT TANGENTIAL INTERSECTION WITH THE 30 -FT FRONT SETBACK (3 STORY BUILDING W/UNDERGROUND PARKING). 14. OPEN SPACE: A. REQUIRED: 20 PERCENT B. PROVIDED: 66.7 PERCENT (8.41 ACRES) 15. AMENITIES: A. REQUIRED: 20 PERCENT B. PROVIDED: 45.6 PERCENT (5.75 ACRES) 16. MAXIMUM AMOUNT OF PAVED PARKING AND VEHICULAR CIRCULATION: 1.04 ACRES 17. MAXIMUM AMOUNT OF IMPERVIOUS AREA: 3.22 ACRES 18, OVERLAY DISTRICTS: ENTRANCE CORRIDOR (ARB REVIEW NOT REQUIRED) 19, DRAINAGE DISTRICT: MOREY CREEKIMOORES CREEK (NON -DRINKING WATERSHED) 20, WATERSHED: RIVANNA RIVER WATERSHED 21, UTILITIES: A. WATER - AVAILABLE ON SITE BY ALBEMARLE COUNTY SERVICE AUTHORITY B. SEWER - AVAILABLE ON SITE BY RIVANNA WATER AND SEWER AUTHORITY 22, STORMWATER. A. TREATMENT TO BE PROVIDED ONSITE BY COMBINATION OF BIOPICTE RS & FILTERRA UNiTS B. VOLUME/FLOWRATE DETENTION/ATTENUATION NOT REQUIRED 23, WETLANDS: LOCATED ON SITE AND NO IMPACTS PROPOSED 24. 100 -YR FLOODPLAIN: LOCATED ON SITE AND NO IMPACTS PROPOSED 25, FEMA MAP NUMBER: 0268D 26. PARKING: A. TOTAL REQUIRED = 400 SPACES 1. OFFICE BUILDING -1 SPACE PER 200 SQUARE FEET NET OFFICE FLOOR AREA (100,000 SF X; 80% / 200 = 400 SPACES REQUIRED) B. TOTAL PROVIDED = 509 SPACES C. HANDICAP SPACES: 1. REQUIRED: 11 11. PROVIDED: 13 D. LOADING SPACES: 1. REQUIRED: 5 11. PROVIDED: 5 27, SIGHT DISTANCE OUT OF PARKING GARAGE WILL BE LESS THAN 100'. 28. VEHICULAR CIRCULATION AREA: 0.95 ACRES 29. PARKING AREA (NON PARKING GARAGE): 0.07 ACRES 30, PARKING GARAGE AREA = 0.97 ACRES 31. PREVIOUS COUNTY OF ALBEMARLE APPROVALS: A. REZONING TO PRD - ZMA-2004-02 1. SITE PLAN - SDP -2005-124 11. WATER PROTECTION - WPO -2005-094 B. REZONING TO PRD - ZMA-2010-00003 32. WAIVERSNARIANCES REQUESTED: A. CRITICAL SLOPE WAIVER: PREVIOUSLY GRANTED BY PLANNING COMMISSION ON JANUARY 24,2!006 FOR RESIDENTIAL PROJECT, CURRENT PROPOSAL IMPACTS LESS CRITICAL SLOPES THAN APPROVED WAIVER. CRITICAL SLOPES WAIVER REQUEST HAS BEEN SUBMITTED. 1. CRITICAL SLOPES ON SITE: 1.77 ACRES 11. CRITICAL SLOPES IMPACTED: 0.59 ACRES / 25,735 SF (33.3% OF TOTAL CRITICAL SLOPES) 30. SPECIAL USE PERMIT: SUP APPLICATION APPROVED FOR PROPOSED PARKING STRUCTURE 31. PROFFERS HAVE BEEN NOTED IN THE PROFFER STATEMENT IN REGARDS TO APPROVED ZMA 2010.00003 32. TOPO & SURVEY, ROGER W. RAY & ASSOC., INC. 1717-1 B ALLIED ST. CHARLOTTESVILLE, VA 22903 TEL (434) 293.3195 TIMMONS GROUP 1001 BOULDERS PARKWAY, SUITE 300 RICHMOND, VA 23225 PERFORMED: 07-24-2012 HORIZONTAL DATUM: NAD 83, VIRGINIA STATE GRID, SOUTH ZONE. VERTICAL DATUM: BASED ON NAVD 88. THIS DATUM IS BASED ON DIFFERENTIAL CORRECTIONS OBTAINED THROUGH LEICA SMART NET NETWORK -NORTH AMERICA. 33, BENCHMARK ELEV 444.4 LOCATED ON TOP OF SANITARY MANHOLE 34. TRAFFIC GENERATION TABLE: 1tviff-61 14 LL 1 1 I[Ztl • � 1 SITE PLAN SAMUEL MILLER MAGISTERIAL DISTRICT Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property If It Is rezoned to the zoning district Identified above. These conditions are proffered as a part of the requested rezoning and the Owner acknowledges that the conditions are reasonable. 1. The Owner shall construct, at its expense, an off-site asphalt -paved pedestrian walkway and other Improvements in accordance with standards for such walkways of the Virginia Department of Transportation (VDOT), as specified in the VDOT Road Design Manual, from the southeast corner of the site within the existing public right-of-way along the north side of Fontaine Avenue to the Fontaine Business Park Intersection as shown on Sheet 62.0 Pedestrian Pathway and Offsite Waterline of the Application Plan. The walkway and other improvements shall be completed prior to the Issuance of the certificate of occupancy for the office building. 2. The Owner shall design and construct a pedestrian/bicycle bridge crossing Morey Creek, as shown on the Application Pian, to a standard approved by the County Engineer, and it is to be a fully engineered clear span bridge, similar to the "Connector" bridge as manufactured by the Steadfast Bridge Company (1-800-749-7515) or an equivalent bridge approved by the County Engineer. The bridge shall[ be designed and constructed above the 100 -year flood plain. The bridge shall be completed, as reasonably determined by the County Engineer, prior to the Issuance of the certificate of occupancy permilt for the office building. 3. The Owner shall provide a loading space for the JAUNT bus to a standard approved by the County Engineer, In consultation with Charlottesville Area Transit (CAT), JAUNT, and/or VDOT. Space imay be provided on the main entrance road or on the parking deck as determined by the Owner at the time of site pian approval. The JAUNT loading space shall be completed, as reasonably determined by the County Engineer, prior to the Issuance of the certificate of occupancy for the office building. 4, The Owner at Its expense shall design, bond and construct the following transportation improvements: A. A traffic signal at the Fontaine Avenue/US 29 Northbound Ramp Intersection. The signal shall be constructed upon approval of VDOT and In accordance with current VDOT standards. The traffic signal shall be installed and operational within six (6) months after VDOT approves the signal design, and not later than twelve (12) months after the County and VDOT request the installation of the signal. B. An eastbound right turn lane within the public right-of-way on Fontaine Avenue at the US 29 Southbound Ramp intersection as shown on "Morey Creek Professional Center and Fontaine Research Park Improvements" (Attachment A). The right turn lane shall be designed and constructed In accordance with current VDOT standards. Construction of the right turn lane shall be completed not later than twelve (12) months after the County and VDOT request construction of the right turn lane. C. A traffic signal and additional lanes at the Fontaine Avenue / U.S. Route 29 Bypass Southbound Ramps Intersection, as shown on drawing entitled "Morey Creek Professional Center and Fontaine Research Park Improvements" prepared by the Timmons Group (Attachment A) D., according to one of the two options below to be approved by VDOT at the time of signal design and construction. The traffic signal shall be Installed and operational and construction of the additional lanes shall be completed within six (6) months after VDOT approves the signal design, and not later than twelve (12) months after the County and VDOT request the installation of the signal. 1. Construct an additional westbound lane on Fontaine Avenue from the northwestern corner of the northbound ramps Intersection to the southbound ramps Intersection to provide a shared through and left -turn lane. Restripe the existing westbound lane as an exclusive left -turn lane to provide dual left -turn movements onto the southbound ramp. Both lanes shall provide full -width storage between the northbound and southbound ramps Intersections. Widen the southbound on-ramp to receive dual left -turns, and add a merge section to reduce the two lanes to one lane. Reconstruct the pavement between the northbound and southbound ramps and under the bridge. Install a traffic signal to operate with split -phasing and interconnect with other study area traffic signals; OR 2. Construct an exclusive left -turn lane on the westbound approach by modifying the existling median to provide back-to-back left -turn lanes with the eastbound left -turn lane at the U.S. Rouite 29 Bypass Northbound Ramps intersection. Construct an additional westbound lane on Fontaine Avenue from the northwestern comer of the northbound ramps intersection to the southbound ramps Intersection to provide an exclusive westbound through lane. Restripe the existing westbound lane as an exclusive left -turn lane to provide dual left -turn movements onto ithe southbound ramp with the addition of the new left -turn lane. Widen the southbound on-ramp to receive dual left -turns, and add a merge section to reduce the two lanes to one lane. Re=construct the pavement between the northbound and southbound ramps and under the bridge. Install a traffic signal to operate with standard left -turn phasing and interconnect with other studly area traffic signals. 5. The Owner shall design and construct building on the site In general accord with the renderings prepared by Daggett & Grigg Architects, entitled "Morey Creek Professional Center View from Buckingham Circle w/ Morey Creek PC Model" (Attachment B) and "Morey Creek Professional (Center Revised Elevation at Fontaine Ave. - 6' Offsets w/ continuous Fascia" (Attachement C), as reasonably determined by the Director of Planning and the Zoning Administrator. To be In geineral accord with the renderings, buildings shall reflect the following major elements: • Building massing including stepbacks in the horizontal and vertical planes shall remain generally as shown In the renderings • The building elevation along Fontaine Avenue, Including stepbacks of 6 feet every 60+/- feet horizontally shall be generally as shown in the renderings. A continuous fascia/sunshade at the second floor will be Included, 6. The uses of the buildings described on Attachment B and Attachment C permitted by right shall be all those uses allowed by right under Section 25A.2.1 of Chapter 18, Zoning, of the Albemarle County Code, as that section is In effect on July 13, 2011 except for "day care, child care of nursery facility" (reference 5.1,6), a use otherwise permitted by right In the Commercial Offlze zoning district sunder Section 23.2.1(12) and therefore otherwise permitted by right In the PD -MC zoning district under Section 25A.2.1(1). Copies of Section 23,2.1 and 25.A.2.1 area attached hereto and Incorporated herein as Attachment D. ALBEMARLE COUNTY, VIRGINIA 10/01/2012 PROJECT SJTE O - TO CHARLOTTESVILLE � ss FQNTAJNE l RESEARCH j if PARK li VICINITY MAP NOT TO SCALE OWNER/DEVELOPER: UVA PHYSICIANS GROUP 500 RAY C. HUNT DRIVE CHARLOTTESVILLE, VA 22903 CONTACT: STEVEN GLORIEUX TELEPHONE: 434-980-6132 ENGINEER OF RECORD: TIMMONS GROUP 919 2ND STREET, S.E. CHARLOTTESVILLE, VA 22902 CONTACT: SAMUEL E. SAUNDERS, III, P,Ea TELEPHONE: 434-327-1683 SheetIndex Sheet Number Sheet Title C0.0 COVER CO.1 OVERALL PLAN C1.0 NOTES AND DETAILS C111 NOTES AND DETAILS C1.2 NOTES AND DETAILS C1.3 NOTES AND DETAILS C2.0 EXISTING CONDITIONS AND DEMOLITION PLAN C2.1 OFFSITE EXISTING CONDITIONS AND DEMOLITION PLAN C3.0 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.1 EROSION AND SEDIMENT CONTROL PLAN PHASE 1 C3.2 EROSION AND SEDIMENT CONTROL PLAN PHASE 2 C4.0 LAYOUT AND UTILITY PLAN C4.1 OFFSITE LAYOUT AND UTILITY PLAN C5.0 GRADING AND DRAINAGE PLAN C5.1 GRADING SPOT SHOTS C6,0 STORMWATER SUMMARY PLAN C6.1 SWM/BMP NOTES AND DETAILS C6.2 SWM/BMP NOTES AND DETAILS C7.0 UTILITY PROFILES C7.1 STORM PROFILES C7.2 ROAD PROFILES C7.3 RETAINING WALL PROFILES L1.0 LANDSCAPE PLAN L1,1 STREAM BUFFER DISTURBANCE AREA L1.2 MITIGATION PLAN L2.0 LANDSCAPE NOTES AND DETAILS L2.1 LANDSCAPE NOTES AND DETAILS G100 LIFE SAFETY PLANS, PARKING TABULATION, AREA TABULATION E003Ph PHOTOMETRIC SITE PLAN E003a LIGHTING CUT SHEETS E003b LIGHTING CUT SHEETS TOTAL: 31 SHEETS .A=PPROVALS DATE DEPARTMENT OF COMMUNITY DEVEL0PMP4NT1 PLA.NNER&ONING , ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE- ALBEMARLE COUNTY SERVICE A T MJORITY _ t VIRGINIA. DEPARMENT OF TR.ANSPOR.TATION A , .HEALTH DEPARTMENT) " M i i I dadggett + g rigg architects foe 10010th STREET, NE, SUiTE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 TIMMONS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434,295.5624 FAX 434.295.8317 www.timmons.com Aft fi'� f' n , _01 Lic. No. 040204132507 USE OF DRAWING uv nu r atrA.c urcl,vnnv, r no vontrector shell take field messurements and v" fleld conditions and shall carefully compare such fleld meesuromeMs and conditions and other information known to the Contractor with the Contract Documents before commencing activtdee; Contractor shall carefully study and compare the Contact Documents with each other and with Information furnished by the owner and shag at once report to the Architect errors, inconsistencies or omissions discovered. N the Contractor performs any construction activity knowing It Wolves a recognized error, inconsistency or omission in the Comraet Documome without such notice to the Architect, the Contractor shag assume appropriate responsibility for such performance and shall beer an appropriate amount of the attributable coat The Intent of the Contract Documents is to include all hems necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are complementary, and what is required by one shag be es binding as H required by all; performance by the Contractor shall be required Only to the extent consistent with the Contract Documents and ressonabiy Inferable from them as being necessary to produce the intended results. In case of conflicting requirements, the more stringent requirements shall apply, without change to contract Sum or time. Organizetlon of the Specifications into divisions, sections and eiticles, and arrsngement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the o tem of work to be performed by any trade. Information shown on this sheet does not authorize changes to Contract Sum or Time unless silted in a seperste letter or Change order, information shown is suNod to the requirements of the Contract Documents. Contractor is responsible for dimensions, which shall be conflrnned and correlated at the site, fabrication processes, techniques of eonsWetion, quantities, the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work. Morey Creek Professional Center Fonlalne Avenue, Alknurle Ca, VA Cover REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final site Plan PROJECT #: DATE: 1207 October 1, 2012 SHEET NUMBER: i Copyright Notice Shls drawing copyright X2012 by Daggeti+�{gg,Wvhitects. She Archftectratalns sit common law, statutory and other reserved rights, in addition to the copyright on tnis drawing, Unauthodrad reproductlon or use of this drawinglG prohibffed, including derivative works, �T c�V dV r ars man 40, K/K If AITS 0; klo Xlf SCALE 1"=50' If 100 1 Oth STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 TIMMONS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434.295,5624 FAX 434,295,8317 G W. J. OTARSKI Lie. No. 02048507 17 \13 USE OF DRAWING uvnui *%,ALruKAwiroj, ins %,ontroctor shall take field measurements and verilly field conditions and shall carshilly compare such field measurements and conditions and other Information known to the Contractor with the Contract Documents befors commencing scithirldes; contractor shell carefully study and compare, the Contact Documents with each othorand with Information furnished by the Owner and ihall at once reportto the Architect error$, Inconsistencies or omissions discovered, If the Contractor performs any construction activily knowing it Involivil a recognbd error, inconsistency or omission in the contract Documents without such notice to the Architect the Contractor shall assume app"ta responsibility for such performance and shall bear an appropriate amount of the attributable cost The Interitt of the Contract Documents Is to Irickids, all Items necessary for the proper execution and completion of the Work by the Contractor, The Contract Documents are complementary, and what Is required by one shall be as binding as 0 required by all; performance by the Contractior shall be required only to the extent consistent with the Contract Documents and reasonably Inferable from them as being necessary to produce the Intended results. to case of conflicting requirements, the more stringent requirements shall apply, without change to Contract Sum ornme. Organization of the Specifications Into Wslons, sections and articles, and arrangement of Drawings shall not control the Contractor In dividing the Work among Subcontractors or In establishing the extent of Work to be performed by any trade, Information shown on this sheet does not authoda changes to Contract Sum or Time unless stated In a separate letter or Change Order. Information shown Is subject to the requirements of the Contract Documants, Contractor Is responsible for dimensions, which shall be confirmed and correlated at the Ill fabrication processes, techniques of construction, quarrIftles. the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work, M Ill 0, ey Creek Professional Center Fontalm Amus, AlWm6 Co, VA Overall Plan REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final Site Plan PROJECT #: DATE: 1207 October 1, 2012 SHEET NUMBER: Copyright Notice This drawing copyright 02012 by Daggett + Grigg Architect. The Archbot raisins all common law, statutory and other reserved rights, in addition to the copyright on this drawing, Unauthorized reproduction or use of this drawing is prohibited, Including derivalivo works. 405. '116 7?k 264 C17 619,00, 1 man 40, K/K If AITS 0; klo Xlf SCALE 1"=50' If 100 1 Oth STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 TIMMONS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434.295,5624 FAX 434,295,8317 G W. J. OTARSKI Lie. No. 02048507 17 \13 USE OF DRAWING uvnui *%,ALruKAwiroj, ins %,ontroctor shall take field measurements and verilly field conditions and shall carshilly compare such field measurements and conditions and other Information known to the Contractor with the Contract Documents befors commencing scithirldes; contractor shell carefully study and compare, the Contact Documents with each othorand with Information furnished by the Owner and ihall at once reportto the Architect error$, Inconsistencies or omissions discovered, If the Contractor performs any construction activily knowing it Involivil a recognbd error, inconsistency or omission in the contract Documents without such notice to the Architect the Contractor shall assume app"ta responsibility for such performance and shall bear an appropriate amount of the attributable cost The Interitt of the Contract Documents Is to Irickids, all Items necessary for the proper execution and completion of the Work by the Contractor, The Contract Documents are complementary, and what Is required by one shall be as binding as 0 required by all; performance by the Contractior shall be required only to the extent consistent with the Contract Documents and reasonably Inferable from them as being necessary to produce the Intended results. to case of conflicting requirements, the more stringent requirements shall apply, without change to Contract Sum ornme. Organization of the Specifications Into Wslons, sections and articles, and arrangement of Drawings shall not control the Contractor In dividing the Work among Subcontractors or In establishing the extent of Work to be performed by any trade, Information shown on this sheet does not authoda changes to Contract Sum or Time unless stated In a separate letter or Change Order. Information shown Is subject to the requirements of the Contract Documants, Contractor Is responsible for dimensions, which shall be confirmed and correlated at the Ill fabrication processes, techniques of construction, quarrIftles. the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work, M Ill 0, ey Creek Professional Center Fontalm Amus, AlWm6 Co, VA Overall Plan REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final Site Plan PROJECT #: DATE: 1207 October 1, 2012 SHEET NUMBER: Copyright Notice This drawing copyright 02012 by Daggett + Grigg Architect. The Archbot raisins all common law, statutory and other reserved rights, in addition to the copyright on this drawing, Unauthorized reproduction or use of this drawing is prohibited, Including derivalivo works. 1. TAX MAP 76 PARCELS 12A & 12G 2. MAGISTERIAL DISTRICT: SAMUEL MILLER 3. SiTE AREA: 12.606 ACRES 4. ZONING: PLANNED DEVELOPMENT -MIXED COMMERCIAL (PD -MC) (ZMA 2010-00003) 5. COMPREHENSIVE PLAN DESIGNATION/DENSITY: NEIGHBORHOOD SERVICES/40,000 SF PER 1-5 ACRES 6. PROPOSED USES: A. OFFICES -100,000 GROSS SF B. PARKING STRUCTURE (SPECIAL USE PERMIT) 9. RECREATION AREA: 4,200 SF 10. MAXIMUM EMPLOYEES: 500 11. MAXIMUM IMPERVIOUS AREA = 3,75 ACRES 12. SETBACK/BUFFER REQUIREMENTS: A. ADJACENT TO PUBLIC STREETS: 1. 30 -FT BUILDING SETBACK 11, 10 -FT PARKING SETBACK B. ADJACENT TO RESIDENTIAL/RURAL DISTRICTS: 1. 20 -FT UNDISTURBED BUFFER 11.20 -FT PARKING SETBACK Ill. 50 -FT BUILDING SETBACK C.MOREY CREEK STREAM BUFFER: 50 -FT 13. HEIGHT RESTRICTION: 35 FT PLUS AN ADDITIONAL 2 -FT SETBACK FOR EVERY 1 -FT IN ADDITIONAL HEIGHT UP TO A MAXIMUM HEIGHT OF 65 FT. A. PROPOSED HEIGHT: I. OFFICE BUILDING HEIGHT IS 364" FT AT TANGENTIAL INTERSECTION WITH THE 30 -FT FRONT SETBACK (3 STORY BUILDING W/UNDERGROUND PARKING), 14. OPEN SPACE: A, REQUIRED: 20 PERCENT B. PROVIDED: 66.7 PERCENT (8.41 ACRES) 15. AMENITIES: A. REQUIRED: 20 PERCENT B. PROVIDED: 45,6 PERCENT (5.75 ACRES) 16. MAXIMUM AMOUNT OF PAVED PARKING AND VEHICULAR CIRCULATION: 1.04 ACRES 17. MAXIMUM AMOUNT OF IMPERVIOUS AREA: 3.22 ACRES 18. OVERLAY DISTRICTS: ENTRANCE CORRIDOR (ARB REVIEW NOT REQUIRED) 19, DRAINAGE DISTRICT: MOREY CREEK/MOORES CREEK (NON -DRINKING WATERSHED) 20, WATERSHED: RIVANNA RIVER WATERSHED 21, UTILITIES: A. WATER - AVAILABLE ON SiTE BY ALBEMARLE COUNTY SERVICE AUTHORITY B. SEWER - AVAILABLE ON SITE BY RIVANNA WATER AND SEWER AUTHORITY 22. STORMWATER: A. TREATMENT TO BE PROVIDED ONSITE BY COMBINATION OF BIOFiLTERS & FILTERRA UNITS B, VOLUME/FLOWRATE DETENTION/ATTENUATION NOT REQUIRED 23. WETLANDS: LOCATED ON SITE AND NO IMPACTS PROPOSED 24, 100 -YR FLOODPLAIN: LOCATED ON SITE AND NO IMPACTS PROPOSED 25. FEMA MAP NUMBER: 0268D 26. PARKI NG: A. TOTAL REQUIRED = 400 SPACES 1, OFFICE BUILDING -1 SPACE PER 200 SQUARE FEET NET OFFICE FLOOR AREA 000,000 SF X 80% / 200 = 400 SPACES REQUIRED) B. TOTAL PROVIDED = 480 SPACES C. HANDICAP SPACES: 1. REQUIRED: 8 Ii. PROVIDED: 11 D. LOADING SPACES: 1. REQUIRED: 4.6 11. PROVIDED: 5 27. SIGHT DISTANCE OUT OF PARKING GARAGE WILL BE LESS THAN 100', 28. VEHICULAR CIRCULATION AREA: 0.95 ACRES 29. PARKING AREA (NON PARKING GARAGE): 0.07 ACRES 30. PARKING GARAGE AREA = 0,97 ACRES 31. PREVIOUS COUNTY OF ALBEMARLE APPROVALS: A. REZONING TO PRD - ZMA-2004-02 1. SITE PLAN - SDP -2005-124 11. WATER PROTECTION - WPO -2005-094 B. REZONING TO PRD - ZMA-2010-00003 32. WAIVERSNARiANCES REQUESTED: A, CRITICAL SLOPE WAIVER: PREVIOUSLY GRANTED BY PLANNING COMMISSION ON JANUARY 24, 2006 FOR RESIDENTIAL PROJECT, CURRENT PROPOSAL IMPACTS LESS CRITICAL SLOPES THAN APPROVED WAIVER. CRITICAL SLOPES WAIVER REQUEST HAS BEEN SUBMITTED. 1. CRITICAL SLOPES ON SITE: 1.77 ACRES 11, CRITICAL SLOPES IMPACTED: 0.59 ACRES / 25,735 SF (33.3% OF TOTAL CRITICAL SLOPES) 33. SPECIAL USE PERMIT: SUP APPLICATION APPROVED FOR PROPOSED PARKING STRUCTURE SP2010-009 34. PROFFERS HAVE BEEN NOTED IN THE PROFFER STATEMENT IN REGARDS TO APPROVED ZMA 2010-00003 35. TOPO & SURVEY: ROGER W. RAY & ASSOC., INC, 1717-1 B ALLIED ST, CHARLOTTESVILLE, VA 22903 TEL (434) 293-3195 TIMMONS GROUP 1001 BOULDERS PARKWAY, SUiTE 300 RICHMOND, VA 23225 PERFORMED: 07-24-2012 HORIZONTAL DATUM: NAD 83, VIRGINIA STATE GRID, SOUTH ZONE. VERTICAL DATUM: BASED ON NAVD 88. THIS DATUM IS BASED ON DIFFERENTIAL CORRECTIONS OBTAINED THROUGH LEICA SMART NET NETWORK -NORTH AMERICA. 36. BENCHMARK ELEV 444.4 LOCATED ON TOP OF SANITARY MANHOLE 37. TRAFFIC GENERATION TABLE: GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 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. 1 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 STABILIZATIiON IS ACHIEVED. 8. 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 9:00PM• 15• BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF 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 REQURIED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING, 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/100SF, ALTERNATIVES ARE SUBJECT TO APPROVAL 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/IOOSF, ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR, 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT SHALL BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL 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) GENERAL WATER & SEWER CONDITIONS 1• WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2, THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT, THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4, DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001), 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC, 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE, 9. WATER PRESSURE MAY BE LESS THAN 40 PSI, PRIVATE BOOSTER PUMPS MAY BE REQUIRED. 10. ALL COMMERICAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER Z LU LU qp W a 50 CM (19.7'x) 16.7 CM (6,6") 25 CM (9.8") SPECIFICATIONS UNIT SIZE - 50 CM x 50 CM x 2.5 CM(20" x 20" x1") AVAILABLE IN 9 STANDARD ROLL SIZES UNiT WEI{GHT - 510 GRAMS (18 OZ) OR 2.0 KG (4.5 POUNDS) ' 8.3 CM (3.3") 2.3 CM (0.9") a. +: 6 CM (2.4") 6w N r t, C,;; i) t ( v)( j .i 1 (° Clc� `t ,S,L al j f:k.l ,ti.,� a'C !("�), �-+` �r�c� �t � t P"'�, i� ,�.iid ci t}C4 t.., ..• SEE', ENLARGMENT BELOW HYDRGROW MIX, BELOW RING, SUPPLIED FREE BY MAMUFACTURER COWPACTED SANDY GRAVEL ROAD BASE, 95% MODIFIED PROCTOR DENSITY - 8 INCHES ' COMPACTED SUBGRADE SECTION ENLARGEMENT TOP OF GRASS ROOT MASS 6 MM (1/4") ABOVE TOP OF RiNG GRASSPAVE2 ATTACH WITH SNAP -FIT FASTENERS GRASSPAVE2 ROOT MASS TO FILL COMPACTED SANDY GRAVEL BASE COURSE `�--- CONCRETE CURB ---GRASS FILLED GRASSPAVE2 ~-- COMPACTED SANDY GRAVEL ROADBASE 12" BELOW BASE COURSE DEPTH DENOTES GRASSPAV2 ON PLANS GRASSPAVE2 FIRE ACCESS LANE No Scale 6 MIL. IMPERMEABLE PLATE OR LINER RIVANNA WATER & SEWER AUTHORITY (RWSA) GENERAL WATER & SANITARY NOTES 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COiUNTY SERVICE AUTHORITY ON JANUARY 15,1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK, 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILI1rY (1-800-552-7001), 4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO'THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTEDf ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MAIDE TO THE SYSTEM. 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE, THE CONTRACTOR SHALL BE RESPONSIBLE TOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT, DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING, 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE, -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING 'THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES, DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. 11, NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF 'TETE PUBLIC'. WATER SYSTEM. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC, 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT, GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT, WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2, ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4, ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. S, PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, ITIS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL, 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926), ALBEMARLE COUNTY ENGINEERING 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. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST 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, 8, 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). FIRE ACCESS ROAD SECTION No Scale p LEGEND ROADS SEWER TRAFFIC STOP BAR { EXISTING SANITARY SEWER STORM PIPE & STRUCTURE N0, ® DROP INLET & STRUCTURE NO. WATER CURB CURB &GUTTER EXISTING WATER LINE DRY CURB &GUTTER 8" W -- PROPOSED WATER LINE ,,,, ,.,,•,;-•*;^ ^�;^! ,,„ •.i.ti i:ilit{: itit•• PROPOSED PAVEMENT -"0"-' 6" W PROPOSED VALVE .i PAVED DITCH I^ I $o W PROPOSED TAPPING SLEEVE JUTE MESH DITCH PROPOSED FIRE HYDRANT (COMPLETE) • CENTERLINE OF DITCH BENCH MARK GRADING . a>. a,. a. • CLEARING LIMITS TC =TOP OF CURB BC = BACK OF CURB -� R-1 VDOT STANDARD STOP SIGN EP = EDGE OF PAVEMENT N/A = NOT APPLICABLE TO THIS PROJECT 200 _ _ _ . EXISTING CONTOUR PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION 240,5 T/ PROPOSED SPOT ELEVATION - - - - - - UNDERGROUND ECLECTIC CONDUIT RKn $00 -;11O RIE VA. SIGN FOR THE DISABLED ON 0.80 GAUGE PAM I&n X100 - �i00 i�E TOW AWAY ZOW ALUMINUM, COLORS. GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. VAN 6' ABOVE ACCF88BtF V ABOVE FINISIHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DiSAiBLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SiGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE. PARKING SIGNS FOR THE DISABLED No Scale STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER, A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. (N/A) 2, PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES, 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 4. ALL PROPOSED MANHOLES & INLET STRUCTURES SHALL INCLUDE INLET SHAPING, EXISTING PAVEMENT PROPOSED PA g � SAWCUT THROUGH o. {j EX. SURFACE �) X COURSE LU & REMOVE PAVEMENT t \ 2' MIN. EXISTING PAVEMENT MILL EX. ---� SURFACE COURSE SAWCUT EX. -- --� EDGE OF PAVEMENT MATCH EX. CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED SURFACE (COURSE COURSE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM -9.5A 3" INTERMEDIATE BASE COURSE - BM25.0 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% 4" 3,000 PSI AIR -ENTRAINED CONCRETE /COMPACTED SUBGRADE 4" TYPE 21B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS f NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS, CONCRETE SIDEWALK PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP 5TRiP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6x6 W2,9xW2.9 SILICONE SEALANT -� DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) y C:=:== PAI TED PER 2% AX. 18,1 Irr �flc0� TYPICAL „ . VAN ACCESSIBLE -r ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale `FACE OF CURB 411 PAINTED STRIPE (TYPICAL) 9° l REGULAR SPACE darggettt + SHISS architects � 10010th STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434,296.3040 TIMMONS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434,295.5624 FAX 434,295.8317 www.tlmmons.com T 0 C? U CRAIG W. J. OTARSKI 54 Lic. No. 0402048507 1713 ass l �•�' �aNAL USE OF DRAWING vv "v r awwa wwvvmv. r rte vontractor shalt take field messunment and verity field conditions and shall carefully, compare such field measurements and conditions and other information known to the Contractor with the Contract Documents before commencing activities; Contractor shall carefully study and compare the Contact Document with each other and with Information fumlehed by the rand shall st once report to the Aroct hke errors, inconsistencies or omlesions discovered. If the Contractor performs any construction activity knowing it involves a recognind error, inconsistency or omission In the Contract Document without such notice to the Architect, the Contractor shall assume appropriate responsibility for such performance and shall bear an appropriate amount of the attributable cost. The Intent of the Contract Document is to Include all hems necessary for the proper execution and completion of the work by the Contractor, The Contract Document are complementary, and what is requited by one shall be as binding se N required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Document and reasonably Inferable from them as being necessary to produce the Intended results. In cele of conflicting requirements, the more dringent requirement shall apply, without change to Contract Sum or Time. Organization of the Specifications Into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extntof Work to be performed by any trade. Information shown on this sheet does not authorizachanges to Contract sum or Time unless stated Ina separate letter or Change Order, Information shown Is subject tothe requirement of the Contract Documents. Contractor is responsible for dimensions, which shall be confirmed and correlated at the fit, fabrication processes, techniques of construction, quantities, the coordination of his work with all other trades and Subcontractors, and the satiefectory performance of his work, Morey Creek Professional Center FordalneAvenu%Albenerle Co,, VA Nates and Details REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final Site Plan PROJECT #: DATE: 1207 Ocitober 1,'ZOIL SHEET NUMBER: C so Copyright Notice This drawing copyright02012 by Daggett+Grigg Architects. The Architectretains all common law, statutory and other reserved rights, in addition to the copyright on this drawing. Unauthorized reproduction or use of this drawing is prohibited, including derivative works. P4 1 x 6 TR) 2 x 4 RAIL 1 x 6 TR 1 X 6 NO TE.- ALL E:ALL LUMBER SHALL BE PRESSURE TREA TED INSIDE ELEVA TION OUTSIDE ELEVATION DUMPSTER PAD & ENCLOSURE DETAIL No Scale GN 3" DIA, GALVANIZED STEEL POST (STANDARD PIPE) 3,500 P.S.I. P.C. CONCRETE zzz d d• 3 MIN 1 —6 BASE DETAIL IN PAVED AREAS NO SCALE VDOT STANDARD CG -2 CURB No Scale 4" MIN �7 VDOT A-3 CONCRETE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB 4 x 4 POST UNLESS 18" 4RAILO' THERWISE NOTED 2 x PLAN (TYP 1 x 6 TRIMMER 3'1 x 6 SIDING CONC, STONE`' s" 3'-0" NOTE ADJUST TO HEIGHT OF CASTER WHEELS ON GA TE 3'— 0" ---`i j----- 12 �+ POST ELEVATION NO TE. - ALL LUMBER SHALL BE PRESSURE TREA TED NOTES: 1. ALL CONCRETE TO BE CLASS A-3 RAMP SURFACE SHALL BE CONSTRUCTED WITH A NON-SKID FINISH AND THE CROSS SLOPE OF THE RAMP SHALL NOT EXCEED 1/4" PER FOOT. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. 5'—Orr SHAPE TO MATCH FACE BACK OF 6" OF ROADWAY CURB CURB 20:1(48:1 MAX-) (--2' MIN,--� SECTION A -A 1/4" W/ TH 2 x 4 2x 12' S7 HINGE 1 x 4 CAP OVER OUTSIDE GA TE ViEW � VPiJ l L.I\ i7t i6i�t—v INSIDE GATE VIEW SLOPE POST MAY BE HOT ROLLED OR WELDED, i -Vas" a a" , "i SLOPE TO PREVENT SLOCKOUT FROM ROTATING. (12:1 MAX.) (48:1 MAX.) DIMENSONS ITFN A __I 4r j�-- A --•r- : co CO PHREN W ITI ILL ' o o °a° ooo INDICATE BoB O Qpa OUOI kA ACCEPTABLE 6fr PLAN FIRST 2' IS DEFECTABLE SURFACE TOLERANCES. (VDOT 12B) , 00 o a o C ,oOa co auoaoU ° 0000 PERMISSIBLE SLOPE CONSTRUCTION 12:1 MAX. JOINT SURFACE PERMISSIBLE :. SECTION B -B 7"t+ t/a") VDOT CG -12B HANDICAP RAMP DETAIL (MODIFIED) No Scale NOTES: 1. ALL CONCRETE TO BE CLASS A-3 RAMP SURFACE SHALL BE CONSTRUCTED WITH A NON-SKID FINISH. BACs C �-2' MiN.--1 SECTION A -A SIDEWALK POST MAY BE HOT ROLLED OR WELDED, i -Vas" a a" , "i SLOPE TO PREVENT SLOCKOUT FROM ROTATING. (48:1 MAX.) DIMENSONS ITFN 5, _� � __I 4r j�-- A --•r- : 5 PHREN W ILL ' = INDICATE 6' 100 10th STREET, NE, SUITE 200 DRILL ACCEPTABLE -Ria- .�� 8"x 8°xi'-2" TREATED "x8"xt'-2" TOLERANCES. B , 00 o a o C ,oOa co auoaoU ° 0000 B A Err PLAN LDEFECTABLE FIRST Z IS SURFACE PERMISSIBLE BLOCK OR (VDOT 12B) CONSTRUCTION 7"t+ t/a") JOINT , 8' , _ HOLES 77777 BOLT— SECTION B -B VDOT CG -12A HANDICAP RAMP DETAIL (MODIFIED) No Scale TO: THE DEPTH OF CURB MA) A MINIMUM OF 13" AND A MAXIMUM OF 19" VDOT A-3 CONCRETE CONTINUE STONE BAS_ FROM ADJACENT PAVEMENT SECTION UNDER CURB STANDARD CG -3 CURB & GUTTER STANDARD CG -6 CURB & GUTTER No Scale No Scale 6" DIAD. SCHED 80 PIPE, FILLED VNiTH CONCRETE, PAINTED GRAY REFERENCE PLAIN FOR PAVEMENT SE=CTION -� 3,000 PSI AIR-ENITRAIII CONCRE , BOLLARD DETAIL NO Scale 24'-0" 5'— 6" 3' 3' 3' 3' 3' 3' BOLLARD (TYP.) CONC, C PAD 50-6" " —t i-- 6 x 6 POS TS—� ISOMETRIC VIEWS ROUND CONCRETE TOP 4' i 4' } 0.5' PLAN VIEW 5' MIN, 1.4 ertt�+srAts�e X GR -2A 0'4/g" POST SPACING) MAX DYNAMIC DEFLECTION - 2' Ch N x HEIGHT TOLERANCE m a" GR -2 (6'-3" POST SPACING) MAX DYNAMIC DEFLECTION - 3' NOTES+ GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY S DIR DIRECTED 9Y TiiE£NGTED YNG CONSTRUCTION IF AND FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05. BACK-UP PLATE AND ASSOCIA AL 0 HARDWARE SEET§HWEE7 AM NOS, 501.01 ANtr} 501,02, RAL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII BETWEEN 5 FEET AND 150 FEET. NOT BE SETAWITH SA V SARIATION�OF MORE THAN Nt0' FROML VERTICAL. W -BEAM SLOCKOUTS ANO POSTS SHALL BE SET SECTION�505 OF THE SPPECIFFIICATTIIONS FORCE, As PER ALL GR -2 AND r� 2 RAri SHALL BE MAINTAINED AT A HEIGHT OF 27it" TOLERANCE BASED OFF THE CRNOS SLOPAE,EOR SHOULDERESLOPE. PAVEMENT VEtICWtlL�ARATR VEl OR THE FINISHED ROADWAY},RECTtON OF 8" s„ CRT POST SHEET 1 OF SPECIFICATION REFERENCE STANDARD BLOCKED -OUT W BEAM GUARDRAIL (STRONG POST SYSTEM) 5208 VIRGINIA DEPARTMENT OF TRANSPORTATION REV$ 0� 014 GR -2,2A BLOCKOUT FOR CONCRETE POST TO BE CUT TO FiT POST SHAPE POST MAY BE HOT ROLLED OR WELDED, i -Vas" a a" , "i iia" TO PREVENT SLOCKOUT FROM ROTATING. „ DIMENSONS ITFN a : D PHREN W ILL ' = INDICATE 100 10th STREET, NE, SUITE 200 DRILL ACCEPTABLE -Ria- .�� 8"x 8°xi'-2" TREATED "x8"xt'-2" TOLERANCES. 8„ 8„ PINE BLOCK OR TREATED PINE RECYCLED MATERIAL. BLOCK OR � 7"t+ t/a") Vas" , 8' , _ HOLES EO 3+a" MATERIAL BOLT— li es�� ran ear wr way. aur a►,i a +►... i 1 M.110 1, I I 8"x8"xt'-2" RE ORCED 8 DRS ir y N BLOCKOUT FOR MAINTENANCE ONLY TREATED PINE 4" LESS THAN !% jPjy REPAIR BLOCK OR RECYCLED MATERIA- HEIGHT OF POST 9-3 GA WIRE „ „ x8"xt'-2 ®BOLT" LESS THAN 1'-0" W HOLES TO SE STIRRUPS BLOCK ORAE CAST W POST LAPPED tO" SPAM� BACK-UP PLATE RECYCLED MATERIAL 7,-O„ STRONG POST * CHAMFER ON TOP V-0" VARIES 5" TO i'•0" C -C AT NON SPLICE Wdx8.5 OR SPECIFIC POST LENGTH T4 BE GUARDRAIL OF POST CHAMFER MAY BE 1 =p LOCATDNS RECURRED W8x9 , BASED ON SOLI. CONINTiONS AT $TUFA EXTENDED ENTIRE only to the extent consistent with the Contract Documents and reasonably STTMnEEL inferable from them as being necessary to produce the Intended results. In case of conflicting requirements, the more stringent requirements shag apply, THE LENGTH OF POST AT THE OPTION OF Tye FABRICATOR, �'t� 1N`) A�LL'�CO�RNERS. ALL CONCRETE SHALL BE CLASS A3. PTIQNAL HOLE b LOCKOUT. 0 FACILITATE GA YAtI2I1G LES tN POSTS+y AND E DIA- iyt t 7O 8E 'DIA I00 T "W DETAIL A GUARDRAIL INSTALLATION among Subcontractors or in establishing the extent of Work to be performed by any trade. SITES GER NPOSTS CONCRETE POST STEEL POST GUARDRAIL Is subject to the requirements of the Contract Documents. Contractor Is responsible for dimensions, which shall be confirmed and correlated at the DIA site, fabrication processes, techniques of construction, quantities, the coordination of his work with ail other trades and Subcontractors, and the MIN NOTES W) 8t i 8' _ V, HER 1 STEEL01TE4SNUARE' TO BE &V NIZAND ED, 2• ALTERNATE TYPE POSTS AND 13LOCKOUT MAY BE INTERCHANGED ANY ONE WITH %"x18" �� I 1 x1Tu F� 1 ._3 H ETTPPROJECT E USEDYPIEt OF U7 S7 SAME BOLT 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS PPOSTR,E�STpRgL0 0ION 8"x8"xl'-2" "iNGLE �j HOLE TRcATE6 %a' HOLE RlN7 OF GUARDRAIL, 3• FOR DETAILS OF GUARDRAIL ELEMENT SPLICE TREATED PINE BLOCK GA.V. STEEL 100PINE BLOCK OR GA.V. STEEL IOD JOINT HARDWARE, ETC. SEE SHEET NOS, 501.0{ & 5%02, OR COMMON NAL S. RECYCILOCK LED MATERIA- COMMON NAI SEE NOTE S. TRNE GUARDRAIL AND MEDIAN BARRIER MATERIA COMPONENTS DEPICTED IN A.R.T.S.A TECHNICAL POS7 70 BE GAINED 7 1Sl1t.LETIN NUMBER 288E MAY BE SUBSTITUTED FOR TTOACC ETT 3 F 1NTERCHANOEABLE WITH THE STANDARDS C+UARtXiAg (OR 0 t MEDIAN aARR1ER (Me) 7 kWD APPROVED BY THE ENGINEER, SOUTHERN PINE ° SOUTHERN PINE 5• DRIVE NAL ON BOTH SIDES WITHIN 2"THE TOP BOTTOM OF BLOCKOUT AFTER„ x 98 OR 60LT IS INSTALLED, IL��Ii STANDARD WASHER TO BE USED ON LAST 54' OF RUN-OFF END ONLY UNLESS A STANDARD OR -11 RUN-OFF TERMINAL TREATMENT IS USED. 6x8 WOOD POST ROUND WOOD POST SHEET 2 OF 2 STANDARD BLOCKED -OUT W BEAM GUARDRAIL (STRONG POST SYSTEM) sl 221 POST AND BLOCKOUT DETAILS REV. 9/06 236 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 5Ot OS VDOT STANDARD WOODEN BLOCKED -OUT W -BEAM GR -2 No Scale GUARDRAIL DETAIL - TYPICAL IDrawlnci not to scale Reference: AASH70 Section 5.8122 Redi-Rock International a. Guardrail w/ Geogrid Wall �r,;,,d,•,,,r «h, ur4G1 Swrt11 Ills ",; �,' ' i:lurks �k,, A4Rhq;au.147;t) C uardrall S&W Min.ldw i'hr liz •"rs' +'i rVaunxi knd'WEST 1 OF 1 Conceptual Gravity 'Fail with Freestanding Blocks On Top No Scale /-- Cap Block Note: Load Condition A Shown (No Backslope - No Surcharge) Freestanding Block 42" MIN.. 2811 Middle Block . Ground Level 117- N 11.1- II L1 1(1 111 Iii 111 111 !i( i11- TI 1T( ..)Ti li .fill III 11i i�( Tri i11 �/,•_,. 11j 111 11 11.{-��11I �i1 1 Ci flI �l l f , C Q ��--�---III-.� . o c1 l - - Move Blocks Forward During SETBACK =1 V- Instalition to Engage Shear (5.0* Better Angle an wan) —11I I� Knobs (Typical) 0 o i---�I-� Exposed Wali o (Varies per Design) 41" Middle Block Wall Height O O=I I_ (Varies per Design)11�1 Leveling Pad v n N diasggetttt + girigg architects pe 100 10th STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 1 is c� -Ria- .�� s.•s �aeittsr* w T1Mr ONS GROUP 919 2nd Street SE Charlottesville, VA 22902 I li es�� ran ear wr way. aur a►,i a +►... i 1 M.110 1, so -e e SALT11 0�,1 Leveling Pad PROJECT PHASE: Final Site Plan PROJECT #: DATE: 1207 October 1, 2012 SHEET NUMBER: ■ Copyright Notice This drawing copyright ®2012 by Daggett +Grigg ArchgeciR. The Architect retains ail common law, statutory and other reserved tights, In addition to the copyright on this drawing. Unauthorized reproduction or use of this drawing !s prohibited, lnciuding derivative works. 04 v n N diasggetttt + girigg architects pe 100 10th STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 w T1Mr ONS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434.295.5624 FAX 434.295,8317 www.tlmmons.com SALT11 0�,1 - U CRAIG W J. OTARSKI " Lic. No. 02049507 jPjy ��STaNAL ,�Cy USE OF DRAWING UV NV I W.ALG UNArIMb• me t.ontractor shall take field measurements and verity Held conditions and shall carefully compare such field measurements and conditions and other information known tope Contractor with the Contract Documents before commencing activitlee; Contractor shag carefully study and compare the Contact Documents with each otter and with Information furnished by the Owner and shag sconce report to the Architect errors, Inconsistencies or omissions discovered. If the Contractor performs any construction activity knowing it Involves a recognized error, Inconsistency or omission In the Contract Documents without such notice to the Architect the Contractor shall Name appropriate responsibility for such performance and shag bear an appropriate amount of the attributebte cost. The Intent of the Contract Documents to to include all Items necessary for the proper exaction and comptedon of Rte Work by the Contrsetor. The Coltaxct Dooumente ere complementary, and what Is required by one shali be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the Intended results. In case of conflicting requirements, the more stringent requirements shag apply, without change to Contract Sum or Time. Organization of the Specifications Into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor In dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. information shown on this sheet does not authorize changes to Contract Sum or Time unless stated In a separate letter or Change Order, Information shown Is subject to the requirements of the Contract Documents. Contractor Is responsible for dimensions, which shall be confirmed and correlated at the site, fabrication processes, techniques of construction, quantities, the coordination of his work with ail other trades and Subcontractors, and the satisfactory performance of his work. Morey geek Professional Center forltelne Avenue, Albemarle Co,, VA Notes and Details REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final Site Plan PROJECT #: DATE: 1207 October 1, 2012 SHEET NUMBER: ■ Copyright Notice This drawing copyright ®2012 by Daggett +Grigg ArchgeciR. The Architect retains ail common law, statutory and other reserved tights, In addition to the copyright on this drawing. Unauthorized reproduction or use of this drawing !s prohibited, lnciuding derivative works. 04 WI l y `�f — 6" MIN. t- l' - MIN. Z Z U I I • f"`� 17.5" 6" MIN. w w 4 y .4 " SS HAIL, VALVESS" ?RV,1, (TYP OF 4 Z Z Z z u n 4 a 2 4 V ry 60" a a Q- a INFLUENT d' Z Z W C V ?, U t , r W Z Q < J Q J Q J OZZ.. a- a INFLUENT a. EFFLUENT PIPE o PIPE ,oi?I�■�c...,i to U_ • REINFORCED U V, Z O • : CONCRETE LADDER r t� e l WI NOTE: THE EFFLUENT ELEVATION SHOWN AT A MANHOLE IS ESTABLISHED FROM THE INFLUENT ELEVATION OF THE MANHOLE IMMEDIATELY DOWNSTREAM. ELEVATIONS SHOWN APPLY AT THE C OF MAINHOLES AND ARE BASED ON THE HORIZONTAL DISTANCE, C TO CLOF M.H. USING PERCENT OF GRADE INDICATED. L PLAN INVERT STANDARD INVERT DETAILS VALVE TYP Scat NOTE; HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES - MUELLER CENTURION (A-423) VILLE THREADS NMICH IS AOR APPROVED EQUAL THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 7 CU. FT. 18 VALVE BOX GRAVEL--, am YMLVr- TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST " UNDISTURBED STABLE r ." SOIL. STEEL PILE 70 WHEN THE SOIL IS DISTURBED OR WHEN MAIN THREADED RODS IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR MAIN O RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE : 1. SURROUND WEEP HOLES WiTH GRAVEL AND KEEP FREE OF CONCRETE, 2. MAINTAIN A 3' MIN. COVER FROM THE MAiN TO THE FIRE HYDRAINT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5° FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. iF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL F -IRE HYDRANT ASSEMBLY DE TA I L N.T.S. FIG. W-4 TYPICAL FIRE HYDRANT ASSEMBLY DETAIL No Scale IS -1 i,- 4 4 TRANSITION BETWEEN * 4 PiPE DIAMETERS WHEN DIFFERENT SIZES OF PiPES ARE ENCOUNTERED, NOTES, SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PiPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. WATER 2500 P.S.I.. CONCRETE THRUST BLOCK PLACE F GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT q TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE --� ` 4 ADJUSTABLE VALVE BOX Wl LID M.J. GATE VALVE LINE 2'x 2' BEARING AREA NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SiX (6) INCHES ABOVE GRADE. TD -a GATE VALVE (TYP) No Scale SHAPE T( CONTOUR OF PIPE �- SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A—A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR r CLASS C1 EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, v v • '':; ;';';'';, �' BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED.a ° • , DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE ` ° 4 4 a PURPOSES ONLY. EACH MANHOLE OR DROP INLET iS TO BE SHAPED "" -- ^' • INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B—B PLAN METHOD? OF TREATMENT IN MANHOLES �vcao-r STANDARD METHOD OF SHAPING SREFERENCEN ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS SHEET 1 OF 1 REVISION DATE 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD MANHOLE AND INLET SHAPING (FOR ALL MANHOLIE AND &INLET STRUCTURE No Scale a 4 4 4 as ° l y `�f — 6" MIN. w w 44" MIN. Z Z U I I • f"`� 17.5" 6" MIN. f 4 y .4 " SS HAIL, VALVESS" ?RV,1, (TYP OF 4 Z Z Z z u n 4 a 2 4 V ry 60" a a Q- a INFLUENT —W. EFFLUENT PIPE PIPE t , r NOTE: THE EFFLUENT ELEVATION SHOWN AT A MANHOLE IS ESTABLISHED FROM THE INFLUENT ELEVATION OF THE MANHOLE IMMEDIATELY DOWNSTREAM. ELEVATIONS SHOWN APPLY AT THE C OF MAINHOLES AND ARE BASED ON THE HORIZONTAL DISTANCE, C TO CLOF M.H. USING PERCENT OF GRADE INDICATED. L PLAN INVERT STANDARD INVERT DETAILS VALVE TYP Scat NOTE; HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES - MUELLER CENTURION (A-423) VILLE THREADS NMICH IS AOR APPROVED EQUAL THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 7 CU. FT. 18 VALVE BOX GRAVEL--, am YMLVr- TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST " UNDISTURBED STABLE r ." SOIL. STEEL PILE 70 WHEN THE SOIL IS DISTURBED OR WHEN MAIN THREADED RODS IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR MAIN O RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE : 1. SURROUND WEEP HOLES WiTH GRAVEL AND KEEP FREE OF CONCRETE, 2. MAINTAIN A 3' MIN. COVER FROM THE MAiN TO THE FIRE HYDRAINT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5° FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. iF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL F -IRE HYDRANT ASSEMBLY DE TA I L N.T.S. FIG. W-4 TYPICAL FIRE HYDRANT ASSEMBLY DETAIL No Scale IS -1 i,- 4 4 TRANSITION BETWEEN * 4 PiPE DIAMETERS WHEN DIFFERENT SIZES OF PiPES ARE ENCOUNTERED, NOTES, SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PiPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. WATER 2500 P.S.I.. CONCRETE THRUST BLOCK PLACE F GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT q TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE --� ` 4 ADJUSTABLE VALVE BOX Wl LID M.J. GATE VALVE LINE 2'x 2' BEARING AREA NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SiX (6) INCHES ABOVE GRADE. TD -a GATE VALVE (TYP) No Scale SHAPE T( CONTOUR OF PIPE �- SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A—A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR r CLASS C1 EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, v v • '':; ;';';'';, �' BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED.a ° • , DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE ` ° 4 4 a PURPOSES ONLY. EACH MANHOLE OR DROP INLET iS TO BE SHAPED "" -- ^' • INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B—B PLAN METHOD? OF TREATMENT IN MANHOLES �vcao-r STANDARD METHOD OF SHAPING SREFERENCEN ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS SHEET 1 OF 1 REVISION DATE 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD MANHOLE AND INLET SHAPING (FOR ALL MANHOLIE AND &INLET STRUCTURE No Scale a 4 4 4 as ° l y `�f — 6" MIN. C 4 r 3 44" MIN. b 4 r 4 I I • f"`� 17.5" 6" MIN. Zj 4 y .4 " SS HAIL, VALVESS" ?RV,1, (TYP OF 4 u n 4 a 2 4 V ry 60" sae nat —W. — 36" 18'1 MIN. 12" MIN. i -tet--- 17.5 "---w 37" MIN. li NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4", MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL B 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1/2 it METER) FIG. W-5 TD -12 NTS FIG. W 7B FIG, W - 7 B METER VAULT TYP, 1.5" METER No Scale { 1. 2" LINES PIPED WITH 2" S.S. PIPE & FITTINGS EXCEPT PRVs. 2. 2" PRV's SHALL BE CLA—VAIs MODEL 9OG-01ASKC (30-300pei RANGE) OR APPROVED EQUAL. 3• MAIN PRV SHALL BE CLA—VAL MODEL 9OG-01ABKC (30-300psi RANGE) OR APPROVED EQUAL. 4, SIX (6) 4" ASHCROFT #1008 LIQUID FMZD PRESSURE GAUGES (0-300psi) w/GAUGE COCKS, OR APPROVED EQUAL, 5• EXTEND 8 DIAMETER, SCHEDULE 40 IDRAIN TO DAYLIGHT AND TERMINATE WITH FLAP VALVE. PRESSURE REDUCING VALVE VAULT N.T.S. W-13 8" PRESSURE REDUCING VALVE VAULT No Scale 3.0' MIN. I f --f f f-- l t1(Vi, VECTION A -A NOT TO SCALE VDOT CLASS 1 RI PRAP > ..6' _T 601 VDOT NO 1 STONE BEDDING LENGTH (VARIES) MATCH EXISTING PROFILE 1 EXCEPT WHERE SLOPE OF MAX. BANK EXCEEDS 1 TO 1 A 0 3.0' MIN. v�[f � is i •_' •jai''•' •'�,,,'•-• iT!�( ft_�T_�..—�—. .� • r �' •' e ° ° •'' f ' ,• ; ` I' U7 (IfillI d UNDISTURBED MATERIAL A ELEVATION NOTE: WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3', THE TRENCH SHALL BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED WITH 18" OF VDOT CLASS 1 RIPRAP. TD -20 WATER STREAM CROSSING (TYP No Scale SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0,2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2, SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USiNG A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) LATERALS SHALL HAVE 4. ALL SEWER E A MINIMUM COVER DIAMETER 2 MIN OF 4". -- - - tR S. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET, SALT TREATED FINISHED GROUND 2 x 4 MARKER t PLUG END OF MAIN LINE SERVICE LATERAL /f{ SECTION 45 001011 T — IN LINE WYE -TEE PLAN VARIES pop SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S - 2 TD- 27 SEWER SERVICE LATERAL CONNECTION NO Scale i delggen + grigg architects pc 100 10th STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 #0.9/0, • � i TIMMONS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com ALT.' Ci C7 � CR.AIG W. s. OTARSYJ Lic. NO. 02048507 USE OF DRAWING uu nut aur+t.c urwvvtnu. i no uontraotor shall take geld measurements and verity geld conditions and shall carefully compare such field measurements and conditions and other information known to the Contractor with the Contract Documents before commencing so""; Contractor $hail carefully study and compere the Contact Documents with each otter and with' Information furnished by the Owner and shall at once report to the Architect errors, Inconsistencies or omissions dlscoverad. If the Contractor performs soy construction activity knowing it Involves a recognised error, Inconsistency or omission in the Contract Documents without such notice to the Architect, the Contractor shall assume appropriate responolbility for such performance and shall bear an appropriate amount of the attributable cost. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents aro complomemory, and what is required by one shall be as binding as 0 required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably Inferable from them as being necessary to produce the Intended results, in case of conflicting requirements, the mon stringent requirements shall appy, without change to Contract Sum or Time, Organization of the Specifications into divisions, sections and &Naas, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade, Information shown on this shoot does not authorize changes to Contract Sum or Time unless stated in a separate letter or Change Order. Information shown Is subject to the requirements of the Contract Documents. Contractor is responsible for dimensions, which shall be confirmed and correlated atthe site, fabrication proteases, techniques of construction, quantities, the coordination of his work with all other trades and Subcontractors, and tiro satisfootory performance of his work. Morey Creek Professional Center Fontaine Avenue, Albemarle Co,, VA Notes and Details REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12//13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final Site Plan PROJECT #: DATE: 1247 October 1, 2012 SHEET NUMBER: i Copyright Notice This drawing copyright 02012 by Doggett +Will; Architects. The Architectretatna all common law, statutory and other reserved fights, in addition to the copyright on this drawing, Unauthorized reproduction or use of this drawing is prohibited, Including derivative works. LZ 11' -. 7, 2" 3/4" CORP. SS HAIL, VALVESS" ?RV,1, (TYP OF 4 1' STOP sae nat t , r ' 61000 PSI 10 ALUMINUM ,oi?I�■�c...,i —_tom?—r�r�:-.a.[�_���Ir.ia • REINFORCED • : CONCRETE LADDER r t� e l NON—SHRINK .• i , . ° DIP OUT .D GROUT (TYP) • T ............... ill : �' .•�:f� � � , �i iii■ DIP • • DIP IN s s f 9•. : • ' -.. 9. NRS L 1" CORP. MAIN PRV 4" Diann. PRESSURE! ,ATE VALVE S'T'OP (see trate #3) GAUGE rr/ GAUGE COCK f. : — . ,; —.. _ .. a . ! f����� (TYP OF 2) r (see note #4) 38" x 38" x 30"4" 30"CAP NT ALUMINUM ACCESS HATCH � LU ESS NUM ACCESS HATCHMUSHROO _ j'Id '.-.�� AWG GRADE 7 r 6' 1. 2" LINES PIPED WITH 2" S.S. PIPE & FITTINGS EXCEPT PRVs. 2. 2" PRV's SHALL BE CLA—VAIs MODEL 9OG-01ASKC (30-300pei RANGE) OR APPROVED EQUAL. 3• MAIN PRV SHALL BE CLA—VAL MODEL 9OG-01ABKC (30-300psi RANGE) OR APPROVED EQUAL. 4, SIX (6) 4" ASHCROFT #1008 LIQUID FMZD PRESSURE GAUGES (0-300psi) w/GAUGE COCKS, OR APPROVED EQUAL, 5• EXTEND 8 DIAMETER, SCHEDULE 40 IDRAIN TO DAYLIGHT AND TERMINATE WITH FLAP VALVE. PRESSURE REDUCING VALVE VAULT N.T.S. W-13 8" PRESSURE REDUCING VALVE VAULT No Scale 3.0' MIN. I f --f f f-- l t1(Vi, VECTION A -A NOT TO SCALE VDOT CLASS 1 RI PRAP > ..6' _T 601 VDOT NO 1 STONE BEDDING LENGTH (VARIES) MATCH EXISTING PROFILE 1 EXCEPT WHERE SLOPE OF MAX. BANK EXCEEDS 1 TO 1 A 0 3.0' MIN. v�[f � is i •_' •jai''•' •'�,,,'•-• iT!�( ft_�T_�..—�—. .� • r �' •' e ° ° •'' f ' ,• ; ` I' U7 (IfillI d UNDISTURBED MATERIAL A ELEVATION NOTE: WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3', THE TRENCH SHALL BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED WITH 18" OF VDOT CLASS 1 RIPRAP. TD -20 WATER STREAM CROSSING (TYP No Scale SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0,2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2, SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USiNG A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) LATERALS SHALL HAVE 4. ALL SEWER E A MINIMUM COVER DIAMETER 2 MIN OF 4". -- - - tR S. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET, SALT TREATED FINISHED GROUND 2 x 4 MARKER t PLUG END OF MAIN LINE SERVICE LATERAL /f{ SECTION 45 001011 T — IN LINE WYE -TEE PLAN VARIES pop SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S - 2 TD- 27 SEWER SERVICE LATERAL CONNECTION NO Scale i delggen + grigg architects pc 100 10th STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 #0.9/0, • � i TIMMONS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com ALT.' Ci C7 � CR.AIG W. s. OTARSYJ Lic. NO. 02048507 USE OF DRAWING uu nut aur+t.c urwvvtnu. i no uontraotor shall take geld measurements and verity geld conditions and shall carefully compare such field measurements and conditions and other information known to the Contractor with the Contract Documents before commencing so""; Contractor $hail carefully study and compere the Contact Documents with each otter and with' Information furnished by the Owner and shall at once report to the Architect errors, Inconsistencies or omissions dlscoverad. If the Contractor performs soy construction activity knowing it Involves a recognised error, Inconsistency or omission in the Contract Documents without such notice to the Architect, the Contractor shall assume appropriate responolbility for such performance and shall bear an appropriate amount of the attributable cost. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents aro complomemory, and what is required by one shall be as binding as 0 required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably Inferable from them as being necessary to produce the Intended results, in case of conflicting requirements, the mon stringent requirements shall appy, without change to Contract Sum or Time, Organization of the Specifications into divisions, sections and &Naas, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade, Information shown on this shoot does not authorize changes to Contract Sum or Time unless stated in a separate letter or Change Order. Information shown Is subject to the requirements of the Contract Documents. Contractor is responsible for dimensions, which shall be confirmed and correlated atthe site, fabrication proteases, techniques of construction, quantities, the coordination of his work with all other trades and Subcontractors, and tiro satisfootory performance of his work. Morey Creek Professional Center Fontaine Avenue, Albemarle Co,, VA Notes and Details REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12//13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final Site Plan PROJECT #: DATE: 1247 October 1, 2012 SHEET NUMBER: i Copyright Notice This drawing copyright 02012 by Doggett +Will; Architects. The Architectretatna all common law, statutory and other reserved fights, in addition to the copyright on this drawing, Unauthorized reproduction or use of this drawing is prohibited, Including derivative works. LZ t , r 10 ALUMINUM ,oi?I�■�c...,i —_tom?—r�r�:-.a.[�_���Ir.ia $ LADDER r t� e �y �' .•�:f� � � , �i iii■ DIP • • : • ♦ ' �� t. �,: f: tea: f. : — . ,; —.. _ .. a . ! f����� r i i • 1. 2" LINES PIPED WITH 2" S.S. PIPE & FITTINGS EXCEPT PRVs. 2. 2" PRV's SHALL BE CLA—VAIs MODEL 9OG-01ASKC (30-300pei RANGE) OR APPROVED EQUAL. 3• MAIN PRV SHALL BE CLA—VAL MODEL 9OG-01ABKC (30-300psi RANGE) OR APPROVED EQUAL. 4, SIX (6) 4" ASHCROFT #1008 LIQUID FMZD PRESSURE GAUGES (0-300psi) w/GAUGE COCKS, OR APPROVED EQUAL, 5• EXTEND 8 DIAMETER, SCHEDULE 40 IDRAIN TO DAYLIGHT AND TERMINATE WITH FLAP VALVE. PRESSURE REDUCING VALVE VAULT N.T.S. W-13 8" PRESSURE REDUCING VALVE VAULT No Scale 3.0' MIN. I f --f f f-- l t1(Vi, VECTION A -A NOT TO SCALE VDOT CLASS 1 RI PRAP > ..6' _T 601 VDOT NO 1 STONE BEDDING LENGTH (VARIES) MATCH EXISTING PROFILE 1 EXCEPT WHERE SLOPE OF MAX. BANK EXCEEDS 1 TO 1 A 0 3.0' MIN. v�[f � is i •_' •jai''•' •'�,,,'•-• iT!�( ft_�T_�..—�—. .� • r �' •' e ° ° •'' f ' ,• ; ` I' U7 (IfillI d UNDISTURBED MATERIAL A ELEVATION NOTE: WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3', THE TRENCH SHALL BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED WITH 18" OF VDOT CLASS 1 RIPRAP. TD -20 WATER STREAM CROSSING (TYP No Scale SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0,2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2, SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USiNG A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) LATERALS SHALL HAVE 4. ALL SEWER E A MINIMUM COVER DIAMETER 2 MIN OF 4". -- - - tR S. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET, SALT TREATED FINISHED GROUND 2 x 4 MARKER t PLUG END OF MAIN LINE SERVICE LATERAL /f{ SECTION 45 001011 T — IN LINE WYE -TEE PLAN VARIES pop SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S - 2 TD- 27 SEWER SERVICE LATERAL CONNECTION NO Scale i delggen + grigg architects pc 100 10th STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 #0.9/0, • � i TIMMONS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com ALT.' Ci C7 � CR.AIG W. s. OTARSYJ Lic. NO. 02048507 USE OF DRAWING uu nut aur+t.c urwvvtnu. i no uontraotor shall take geld measurements and verity geld conditions and shall carefully compare such field measurements and conditions and other information known to the Contractor with the Contract Documents before commencing so""; Contractor $hail carefully study and compere the Contact Documents with each otter and with' Information furnished by the Owner and shall at once report to the Architect errors, Inconsistencies or omissions dlscoverad. If the Contractor performs soy construction activity knowing it Involves a recognised error, Inconsistency or omission in the Contract Documents without such notice to the Architect, the Contractor shall assume appropriate responolbility for such performance and shall bear an appropriate amount of the attributable cost. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents aro complomemory, and what is required by one shall be as binding as 0 required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably Inferable from them as being necessary to produce the Intended results, in case of conflicting requirements, the mon stringent requirements shall appy, without change to Contract Sum or Time, Organization of the Specifications into divisions, sections and &Naas, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade, Information shown on this shoot does not authorize changes to Contract Sum or Time unless stated in a separate letter or Change Order. Information shown Is subject to the requirements of the Contract Documents. Contractor is responsible for dimensions, which shall be confirmed and correlated atthe site, fabrication proteases, techniques of construction, quantities, the coordination of his work with all other trades and Subcontractors, and tiro satisfootory performance of his work. Morey Creek Professional Center Fontaine Avenue, Albemarle Co,, VA Notes and Details REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12//13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final Site Plan PROJECT #: DATE: 1247 October 1, 2012 SHEET NUMBER: i Copyright Notice This drawing copyright 02012 by Doggett +Will; Architects. The Architectretatna all common law, statutory and other reserved fights, in addition to the copyright on this drawing, Unauthorized reproduction or use of this drawing is prohibited, Including derivative works. LZ 1992 EXISTINGSTREAM WIDTH W 1/2 W RIPRAP. OR OTHER , r • NON- ERODIBLE A _ MATERIAL A ' (D) TRENCHUNE t •AGOREGATE OR �. S FLOW ; : '' ' SAND FILTER CLOTH PLAN DEWATERING DE:ViCE. SEE STD. SPEC, 3.26 PERIMETER W PERIMETER CONTROLS CONTROLS * (I MINI BE WIDTH (W) Of THE STREAM., Source: Va. DSWC SECTION A --A 111.-236 3.25 Plate 3.25-4 " COFFER DA UTILITY STREAM- CROSSING TREAMCROSSING SEQUENCE OF CONSTRUCTION 1. CONTRACTOR SHALL INSTALL ORANGE SAFETY FENCE OR YELLOW/BLACK BARRICADE TAPE ALONG THE LIMITS OF CLEARING AND LAND DISTURBANCE PRIOR TO THE PRECONSTRUCTIiON MEETING. 2. INSTALL TEMPORARY SILT FENCE AS SHOWN ON THE PLANS PRIOR TO LAND DISTURBANCE ACTIVITIES. 3. CLEAR AND GRUB WITHIN THE LIMITS OF CLEARING AND LAND DISTURBANCE AS NECESSARY TO INSTALL THE COFFER DAM UTILITY STREAM CROSSING, 4. BYPASS PUMP AND INSTALL COFFER DAM UTILITY STREAM CROSSING PER THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STANDARD 3.25 DETAIL. THE CONTRACTOR MUST FILTER ALL SEDIMENT -LADEN WATER THROUGH A FILTER BAG PRIOR TO DISCHARGE, ANY ALTERNATIVE METHOD OF PERFORMING THE UTILITY STREAM CROSSING MUST BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS ENVIRONMENTAL INSPECTOR. 5. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED, COMMENCE TRENCHING AS SHOWN ON THE PLANS. SEGREGATE THE TOP 6" TO 1' OF MATERIAL EXCAVATED FROM THE STREAM BED AND BANKS. 6. CONSTRUCT PIPELINE AND BACKFILL, RETURNING THE SEGREGATED MATERIAL FROM THE STREAM BED AND BANKS LAST. SHAPE STREAM BANKS TO A MAXIMUM OF 2:1 SLOPE. 7. SEED, MULCH, AND STABILIZE STREAM BANKS WITH EC -3A FABRIC. 8. ONCE STREAM BED AND BANKS ARE STABILIZED, REMOVE THE UTILITY STREAM CROSSING. S. SEED AND MULCH DISTURBED AREAS ADJACENT TO THE STREAM CROSSING IMMEDIATELY, 10. REMOVE ALL REMAINING EROSION AND SEDIMENT CONTROL MEASURES AFTER APPROVAL FROM THE ENVIRONMENTAL INSPECTOR. 11. IF UTILITY STREAM CROSSING IS TO BE REPLACES WITH A TEMPORARY VEHICLE STREAM CROSSING, SEE SEQUENCE OF CONSTRUCTION FOR TEMPORARY VEHICLE STREAM CROSSING ON THIS SHEET. VERTICAL BOTTOM CHORD 61 1 SECTION TOP CHORD DIAGONAL CONCRETE DECK (BY OTHERS) BRACE DIAGONAL The graphic intormotion end details contained In these plans is schematic in nature. The plans, elevations and sections have been developed automatically in away that demonstrates your Current input in a relative and proportional manner, The details included in these plans have beenrg selected to represent commonly built construction assemblies. These are not Engineering drawings. and as such, the dwalis may vary in the final design for your project daperiding on many vartables that are selected In your final scope of work and specifications. 01 ipnaONti R t,qk �� ♦ I r raa�ttsTBinora nan.'trtsrzot2 n..,,„�,.” . �•.•.,.,,,...,. ����� Connector 110 Span x 6 Width •. ....t r,. wt., x. n.,,1: ,t„e.r rcrvM a.• �.����.����� m OD fNWN ,,.r.y .i w4 Y+„'N, mn cess treal.,dC -son- aaU1gN a .u.•Wn,.yn,i•.u,xwx•ro l.,. m'u..wwa,. ,.,,., �lYlI1,1� Project X w.o-„r,,,•a,,ra.,. ,M>uu..,..•.a,nw.+a _..__ DYOa OYOa "I......,,,Ny,;,..,.,.., ENONEEtiEDSOLIiTiONSUc p d B "''.. ."" �—'• www,cont"hgs.com Pede$trlan Bridge C.nHcnBD APPNovEa fV2aOMka Mkib Or., Use 400, Watt CMtNr, OH 450aa cOtmclr DYOs' Charlottesville, Virginia 12:t "6T"n .,Nr ^•,+ +•+ aa,•� c •.c 8W -33e•1 513.046.7090 Si3.546.7003 FAX ��—ORAW1Na 4 DATE REVISION DESCRIPTION By Or END VERTICAL CONCRETE �, DECK I � END FLOOR - - STRINGER BEAM SHIPPING STRUT CONCRETE �� I ABUTMENT _ BOTTOM CHORD - BASE PLATE ANCHOR RODS -- s-II11 SETTING PLATE BEARING SIDE VIEW INFORMATION PROVIDED FOR REPRESEI\UTATION ONLY. ACTUAL BEARING DIAGRAMS TO BE BASED TON FINAL DESIGN. CONT 5/4" x 6” INOM IRON WOODS"" CLEAR ALL HEART RUB RAiL 64S FORM DECK CONCRETE DECK (BY OTHERS) LATERAL LONGITUDINAL REINFORCING 1 REINFORCING T A FLOOR > SEAM CONCRETE DECK REINFORCING BRIDGE SUMMARY Connector Pedestrian Bridge 110' Span x 6' Width Deck Type: Concrete Bridge Finish: Weathering Steel 110' - TOP P' QV I IVIE;A)h t BRIDGE ELEVATION The graphic information and details 00101110d in these plans is schematic in nature. The pians, elevations and sections have been developed automatically in a way that demonstrates your current input in a relative and proportional manner, The details Included in these plans have been SIC T(Vi` f�Y �(�7' I LIY4x114x/ax51'LG J ,CAW u.roN •+••— CNTECH' W1(2) 0Y4'I x 1%2" LG ZINC Connector`s' •! 10' Span x 6' Width Nga�I,�Tt1UN• n�,i: 137$95 i VIN2012 N'hA. PLATED CARRIAGE Project YAIYMR,�•�—� BOLTS EACH FORM DECK DETAIL MIN— ENGINEERE4SOLUfidNSLLG VERTICAL ave$ MOB I i RUB RAIL DE-l'"A►IL cournru+ Pedestrian Bridge 1 eR�exca Axr,wvcn ,,w•• .r" • •••N+„ ,,.,, ,.,. ,,,..,..a.. _, ..w, N•.., ;°.•.y.«,...,,,.v s•.rN�,„•.,, ..w,v.N.w• wMo. „,.n,�Yr•,n, q •"�^» e.' ed automatically m awa thatdamonst otos In these plans ls schematic in nature, uraTho plans. ns. eIeti nsand se t'anshave been developedvets }$' The graphic 1ret t tin and details contained P details In the that design ler depending tu ad m these plans shavebeen ourCurra nt input relative and proportionalal manner.Thedela1Is included P'E�Y on marryvarlablas that are selected inyourtf I scrape of ark nds eoItICaors. selected t0 ruprosent Commonly built construction assemblies, Those am not Engineering drawings, and as such, the may vary your project 7-97TNO vRp.RC NtIMOC,it 05 . m,n•:N•m,i ..mwv„n a,. ,xn w.aq.n.,.:n ry j D^ 4 ♦ 0% NTEC H `, """'i'"��0” l�i.� Connector 110' Span x 6' Width IaTS01 itr10l2Dt2 0661t1ND DflAWN DYOB UYQ$ n',`,�,>?"r�,n ,....,•v,:",'u: DQ Project X Cl WdK•a APPR ho 50RUTiONS SLC www�.aontoohE$.eom Pedestrian Bridge �u'M� a _ .u.m.""..,.� µ.-.•;a�.,.,v,... enyp �4 soast�ntnnanrtx, s a.4o0. wwDtww,oHisaes COPmCI r?Y06" GrlG+rio1L�'isvill�., Virginia Charlottesville, aRE87 No 4 >. t.: r^. " '"`' �' ' 84D ;,36•,132 6113.645.7000 St3-BA6.9pe3 FAX DRAwIN9 4 Or At4AX DATE REVISION DESCRIPTION BY BRIDGE SUMMARY Connector Pedestrian Bridge 110' Span x 6' Width Deck Type: Concrete Bridge Finish: Weathering Steel 110' - TOP P' QV I IVIE;A)h t BRIDGE ELEVATION The graphic information and details 00101110d in these plans is schematic in nature. The pians, elevations and sections have been developed automatically in a way that demonstrates your current input in a relative and proportional manner, The details Included in these plans have been SIC T(Vi` f�Y �(�7' selected to represent commonly built construction assemblies. These are not Engincering drawings, and as such, the details may very in the final design for your pr*ot depending on many variables that aro selected in your final scope of work and specifications. Nor nc NyonnTrav J ,CAW u.roN •+••— CNTECH' �� �. CONTE Connector`s' •! 10' Span x 6' Width Nga�I,�Tt1UN• n�,i: 137$95 i VIN2012 N'hA. DCUIl1NC9 UHAWN Project YAIYMR,�•�—� aDuxNea aRA»w MIN— ENGINEERE4SOLUfidNSLLG ENGINEEREDSOLUiTONSUIC ave$ MOB ousts eves www.contechES.com OMCorar♦PaaarONSoho400, Nhetcthl w, ON4e6a9 cournru+ Pedestrian Bridge Peidestrian Bridge eR�exca Axr,wvcn ,,w•• .r" • •••N+„ ,,.,, ,.,. ,,,..,..a.. _, ..w, N•.., ;°.•.y.«,...,,,.v s•.rN�,„•.,, ..w,v.N.w• wMo. „,.n,�Yr•,n, q •"�^» e.' DYOB" DRAWING �.✓rtarlQ eiivillf,�l Vlr hilt Charlottesville, YNQ6TN0 7-97TNO 900.339.11W 6,:t•64S-TOW Et3.596.7943 FAX 4100.3.11ai3•W6.7o1YJ AX 362 513.84$•7000 F j D^ 4 ANNE DATE REVISION DESCRIPTION BY CONCRETE DECK BOTTOM CHORD, )il cd i BRACE DIAGONAL FLOOR: ; BEAM DECK BRACING BRIDGE PLAN SIDE DAM The graphic information and dat0118 canmtnedin these plans is schematic In nature. The p tian , elevations and n itova bagn developed aest m nc it in dwAY that demoo tr ieour current input inasreI relative and proportionalerate i neer, The details Inc udad in plans it va been �Tt�INA selvct¢d to represent commonly bulb construction assemblies. Triasa are not Engineering drawings, and as such, the deitdls may vary In the finsl design for yew project depending on many vanabies that are selected in your final scope at work and specifications. Nor r I, raN Tn�Tisxa � � , +a „«,..a, • , "r,,:.:T :,"•;�: c. n sort, �,. •�`W.t� ' •+••— C'NTECH ,�,,�*WNW�,. ConnBGtor` 110' Span X 6' Width ,alwralNullscR naTc t37aD, 1r,sraot2 DCUIl1NC9 UHAWN cell �V YAIYMR,�•�—� Pro)eCtX MIN— ENGINEEREDSOLUiTONSUIC ousts eves .'•,vita, www.contach6S,00m s02a 00*0 Patine or., SWU 44 acct Chwrr, ON MSOeeOAAWMe Peidestrian Bridge ._.._. tilMIJ} APPROVED wMo. „,.n,�Yr•,n, q •"�^» e.' OY08' 1 Charlottesville, 'VirginiaOr FLOOR: ; BEAM DECK BRACING BRIDGE PLAN SIDE DAM The graphic information and dat0118 canmtnedin these plans is schematic In nature. The p tian , elevations and n itova bagn developed aest m nc it in dwAY that demoo tr ieour current input inasreI relative and proportionalerate i neer, The details Inc udad in plans it va been �Tt�INA selvct¢d to represent commonly bulb construction assemblies. Triasa are not Engineering drawings, and as such, the deitdls may vary In the finsl design for yew project depending on many vanabies that are selected in your final scope at work and specifications. Nor r I, raN Tn�Tisxa � � , +a „«,..a, • , "r,,:.:T :,"•;�: c. n sort, �,. •�`W.t� ' •+••— C'NTECH ,�,,�*WNW�,. ConnBGtor` 110' Span X 6' Width ,alwralNullscR naTc t37aD, 1r,sraot2 DCUIl1NC9 UHAWN cell �V YAIYMR,�•�—� Pro)eCtX ENGINEEREDSOLUiTONSUIC ousts eves .'•,vita, www.contach6S,00m s02a 00*0 Patine or., SWU 44 acct Chwrr, ON MSOeeOAAWMe Peidestrian Bridge ._.._. tilMIJ} APPROVED wMo. „,.n,�Yr•,n, q •"�^» e.' OY08' 1 Charlottesville, 'VirginiaOr 7-97TNO 7 ,;:Yw.�4y+.ear,,P'i: n~was ••, ^•.^+, 4100.3.11ai3•W6.7o1YJ AX 362 513.84$•7000 F j ANNK DATE NaVi610N DtlSCRiPTiON $Y CG-11 at*STREET APPROACH SAME A'•1 $URFACM AS U04NLIK (RADIUS 10 BE AS .4 ROADWAY SHOWN ON PLANS) (a' Cr -(RADIUS ?O 8F AS SHOWN ON PLANsi �2" STD Gc-IZ - SCRA DMIAMS � 9"ll ON ,,► STD. co•t!)r, ri 41 SIDEWALK (4d '• x t}i ASS 5 7 r �.• r �, . r'tib t' • �+, 7n r . . �}flPrI0NA11 PS„ FLOW LINE CCONCRETE, •1.s+rt;,' ,s�,..w.-�' EXPANSION,aI{Nr��--—EXPANSION JOINT A "NQTESH WN 'ON 2,-W, oft SECTION, "' 1AAINIITIE flaAnwAx SECTION D -C Plato VIEW 0 CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE. WHEN THE ENTRANcE RADOCANNOT ACCOMMODATE THE `TkJRtMQ REQUIREMENTS 0f ANTICIPATED HEAVY iD'PAAABOLiC CURVE RAMPS WRUCK 1T14INSIE LiMllsPTH or iHESRA os oULIt,D s BAN SHOULDER OR � OMK'OESIRABLI M'' INCREASED r0 7". BANK PLOW i.M1E ---• --- WHEN SVO, CG•1115 USED FOR ENTRANCES OW0 MANN}.tNE ROADWAY--"^” »�-------.. IN COt}Jt7NCTION WIt}S VDOi PROJECTS, PLtASE " �„�---.•....- • } NOTE THE FOLLOWING - SLOPE ""•"•+..� "•"---�— ,�� MANVtINE PAVE1Ai:fti SHALL BE CONSTRUCTED tl+wm.EiT �"`"�• D M THE RA LINE SE4ALL ANY CONSTDE RUCTED ITMEFiCi STA811.01ION REQUIRED FOR MAINLINE T ENTRANCE HEEENTRANCEiN CAN BE fIMITTED IN SECTION ,fit - A � RADIAL CURB OR COMBINATION CURB GUIDELINES CUTTER SH&L NOT BE GONURUCTED LINES FOR GRADE CHANGED EYOND THE R!w LINE EXCEPT FOR REPLACEMENT PURPOSES. WHEN USED IN CONNwN01100 Willi STANDARD ENTRAWE VOLUMEDESIRABLE MAXIMUM CC -3 OR CO -7 THE CURB FACE ON 7HiS � -- -- STANDARD IS TO BE ADJUSTED TO MAICtt 114E MOUNTABLE CURB CONFIGURATION WON (MORE THAN 1500 vPe) ox 3 % MEDIUM IS44•TSDD VPD) SS % % SET: STANOARD CO -12 FOR CURB R4W DESIGN Thi BE USED WITH THS STANDARD. Lbw 1111.955 THAN 3DO VPD) S4 % a x ( PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REOWRED TO PROVIDE POS114VE DRAINAGE ACROSS THE ENTRANCE, OPTIONAL I0'ALINE MAY R IRE WARPING Of A PORTION 0 GUTTER TO P CLUDE PONDING OF 'WATER, REFERENCE—METHOD OF TREATMENT - 502 FOR STREET INTERSECTIONS g°2 AND COMMERCIAL ENTRANCES VIROINIA DEPARTMENT Of 714ANSPORTAIION 203 04 VDOT STANDARD CG -11 No Scale i a dasgglett + g rigg architects Ira 10010th STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 x•••000, i T'IMMONS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434.295,5624 FAX 434,295.8317 www.timmons.com s V,ALTR O U CRAIG W. J. CITARSKz Lic. No. 0402048,507 .� 17 SSTONAL USE OF DRAWING uv nu I bvAa a wifAi rihti, h no 4ordractor shall take field measurements and vorty field conditions and shall carefully compare such field measurements and conditions and other information known to the Contractor with the Contract Documents before commencing activi8a; Contractor shall carefully, study and compare the Contact Documents with each other and whh Information furnished by the Cwher and shah at once raWtothe Architect errors, inoonsfetenciso or omlislone d tcovered. Ill the Contractor performs any construction satvhy, knowing it invoWes a recognised error, inconsistency or omission In the Contract Documents without suoh notice to the Architect, the Contractor shall assume appropriate responsibility for such performance and shalt bear an appropriate amount of the atributabls cost The Intent of the Contract Documents is to Include all Items necessary for the proper exscudon and compietion of the Work by the Contractor, The Contract Documents are complementary, and what it raquked by one shah be as binding as IT required by ali; performance by the Contractor shall be required only to the extant consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the intended results, in case of conflicting requirements, the more stringent requirements shall apply, without change to Contract Sum or Time, Organization of the Specifications Into dfvisions, sections and articles, and arrangement of Drawings shall not control the Contractor In dividing the Work among Subcontractors or in estabitshing the extent of Work to be performed by any trader Information shown on this sheet does not authorize changes to contract Sum or Time unless stated in a separate letter or Change Order. Information shown Is subject tothe requirements of the Contract Documents. Contractor Is responslbM for dimensions, which shall be confirmed and correlated at the she, fabrication processes, techniques of construction, quantities, the coordination of his work with all other trod" and Subcontractors, and the satisfactory performance of his work, Morey Creek Professional Center Fontaine Avenue, Albemarle Co., VA Notes and Details REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29113 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS I I PROJECT PHASE: Final Site Plan PROJECT #: DATE: 1207 October 1, 2012 SHEET NUMBER: C 1 103 Copyright Notke CNI This drawing Copyright 02012 by Daggett + Grigg Architects. The Architect retains ov all common law, statutory and other reserved rights, In addition to the copyright on this drawing, Unauthorized reproduction or use of this drawing is prohibited, Including derivative works. oa X . / Vrl "A 41 Pryvkfv,0=-437 'A6 '7� �Q 0 f A A 01 N- / / / / � i / i I 11� ,, i �-, 20' f?�rj)7! of VVa-V !'M'Ri, A 0 DB A) VEFiC1, Lm,41-- t�� DB 134" PG `i-`8 Fi7al ID4B. 30A PIC - F 0"I" k- 51" VVATE- Y % AA1F, KID MAX17 Bf.hi IT 0 71 -j- o 0 k -40 h7v Iry,'745)5 T, -k5 IT if? V 0fli=1P 1 0 I IT -6 X '330i RWi,-A A M Q - 0 D3, 605 PI'l- 14'i 0/ j tl A 0 r11111 �,/ " / I �- 1, - I > Ni -30- 2 6314, 3 V 0 1-J' -- �1. K L�'� T A HAI 1,43n -K -)N OU AF ",C) -311, J q� 'I- 'IT y 7 V i� Jt, Z//, r U� A A It 10 J, 11-1-3 F*rn 14 t 517" -A, �jj ic, e -I" - 1 - 41 i th V Iry 89 11 Olt�tlland8 4A% M IN 5 ifehflnis 37` 3 F"O -298' DE, I a -,N ------- 6VERHEADiiUTILI Libwmll, �IN`Et6BEIRE I Z 9 A tiv eyrule W5 0 0 Y1. Al N V V KJOi 0D PLATr j ij 'Al\ -A o N -A,7� Av C-7", UV f� 0 171T P E-. E-111, Qr % 0 6 4) V T, A Z, T� 'A "A ADJU TREE K G U F'�,VV,3A 0 y q Df j� CJ� A ASEMIF ri" Q 3 DP A, b's CURVE TABLE CURVE RADIUS LENGTH TANGENT DEL TA CHORD BEARING CHORD C4 452,46' 139. 1 V 70. 1 V 17*3657' S3802453"E 138.56' C5 502.90' 397,71' 209.91' 4501841" S24 03410 1 "E 387.43' C6 1128.24' 405.16' 204.79' 2003432" S62"0725'W 402.99' C7 1194.24' 537,68' 273.47' 25*4?"46" S59030'48"W 533.15' E;7u 7 7 I.Y. UU' 7 7D.ZZ' af.=' 0-jaolbr- Z.54U -uf Zz- VV 7 7D. 70' cif 1116. 1 V 505.18' 256.99' 25*56'00" S3804322"W 500.82" C12 23.79' 49.62" 40.90' 119038103" N12"35'40"E 41,13' C15 30,00' 56.70' 41.52' 10601741" N7803642"E 48.63' C16 60.00' 75.06' 43.33' 71 *40'360 S11'02545"E 70.26' C17 60.00' 29,84' 15.23' 2802926" S61032'10"E 29-53' C18 1128.24' 405.16' 204.79' 20-3432" S62 -0725-W 402.99' IT 4: l - - ir. x -A, illw -�j A if y - Wt, 5 -- ---- i 51 �-- �A N�' V-, X P� E pop ST"TIP17E jv 'VAC l:,� V" IV, RIV ASE OVERHEAD UTILITY IN I tKI= Tn -A' A I Z AlPf 06A, TION Q D8 BY OTHERS I Mill TL -;;,JW -01 PG� 8 i I � !I, I , i I l I - - I I I I I I I I I I , A \ i i Z4"lf�� , r!zL % I % R OVE Xk EM N E,,c. Gravel"E-i-41 REMOVE TREE V V tl k v 7-or),:A Cok,2 Flipe REMOVE TREES NN REM, w CEN11 6VE -R C�),f;, Pa -d v oufz= to find efIddif E E S!"N4EN't I Q- �!5di N; EA �1 I / OVERHEAD UTIL17 Y R 0 LINES TO BE RELOCATED E��l VE V� A -,\ 1 � I F-Iole Lin -)i(Z BY OTHERS "A VEP IREMOVE nt OB 308 �3 E.�,. Conc. el-�,7d 74 V0 UT�LITY OR A-) ONES TOBE RELO� /U CPA) 6� BIT 0 1 HERS OHU - ,jED 1 8 kA 0, 0 1-Y) i .-nrCjj or'0 d6j d VV.7ter SefVine-1--hae �ryv 0, 1 btt-411 > C I Ex. Aspi-), X \-Y Pot, -/I . ....... rop6 Ees6monf x all 4 7 -X A r §6!e-126,�Q�jn -Ag" w T7-je IA V. - AN + REMOVE TREES L w -4 7. Ko - ----- Ex, L \"CUT-& PLUG WATE R i S61\1 ISERVIC -,�J L4 E MAI t4bON INPLAdE. Uf-0 0 3' -wo UFO E?c.24 MOVE TREES Lai, 7 - RE A- 4 -777� IL, - -T it- - - 1q) V'i --;,ix si, C:I 7 ,10 . --1 �1\ l 1, 1-1 - -- 1, ,1 ', J�� - �j -,7 Ectsc wii 604. �k DB 1260 PG' Y- utlo At- rJ - -1,260 P(3 604 UE v,� -,P140" Sewer Lihe Rod, i0 -Ease/ 30' L -x, Asphaft D,13 604 PG 41 X 6 PA., TF - Ex. 63,-t V N\'WA -1 �4- AiT 'IIII /6 3, Il N a 0 0 V �- 1U ' 'tU UsHO E-aserrle!,np 013 436 P" 375, !103 866 PC 49, 11161 116,711, PIG 049 i anu, SCALE I "=30' X30' 60 � a daggett + grigg architects pa tj ij,- CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 0 00 0 TIMMONS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434,295.5624 FAX 434,295,8317 www.timmons.com 0 U CRMrr W. j. OTARSKI Lic. No. 02048507 0 0 V �- 1U ' 'tU UsHO E-aserrle!,np 013 436 P" 375, !103 866 PC 49, 11161 116,711, PIG 049 i anu, SCALE I "=30' X30' 60 � a LO In C4 IN C-4 C4 ;B 5 daggett + grigg architects pa tj 100 10th STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 0 00 0 TIMMONS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434,295.5624 FAX 434,295,8317 www.timmons.com 0 U CRMrr W. j. OTARSKI Lic. No. 02048507 L USE OF DRAWING uv mu i *�,ALr vKAvviNu. i no "aractor shelf take field measurements and v4* flold conditions and shelf carefully compare such field measurements and conditions and other Information known to the Contractor with *a Contrast Documents before commencing acrovitiors; contractor shall carefully study &no compare the contact Documents with each other and with Information furnished by the Owner and shot at once roportto the Archbot error*, Inconsistencies or omissions discovered. If the Contractor performs any construction advity knowing It Involves a recognized error, Inconsistency or emission In the Contract Documents without such nodes to the Architect, the Contractor shall assume appropriate responsibility for such performance and shelf bear an appropriate amount of the attributable cost The Intent of the Contract Documents Is to Include all items necessary for the proper execuflon and completion of the Work by the Contractor. The Cordract Documents are complementary, and what Is required by one shall be as binding as N required by all; performance by the Contractor shall be required only to the extent consisted with the Contract Documents and roasonabiy Inferable from them as being necessary to produce the intended results, In cats of conflicting requirements, the more stringed requirements shall apply, without change to Contract Sum or Thnit. Organization of the Specifications Into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor In dividing the We* among Subcontractors or In establishing the extent of Work to be performed by any trade, Information shown on this sh"t does not authorize changes to Contract Sum or Time unless stated In a separate, later or Change Order, Information shown Is subject to the requirements of the Contract Documents. Contractor Is responsible for dimensions, which *hall be confirmed and correlated at the ofte, fabrication processes, techniques of construction, quantities, the coordination of his work with all other firades and Subcontractors, and the satisfactory performance of his work. Morey Creek Professional Center Folrbirle Avenue, Ahmarle Co., VA Existing Conditions and Demolition Plan REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 RE qSED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final Site Plan PROJECT #: DATE: 1207 October 1, 2012 SHEET NUMBER: Copyright Notice This drawing copyright 02012 by Daggett + Grigg Architects. The Arohitect retains all oommon law, statutory and other reserved rights, In addition to the copyright on this drawing. Unauthorized reproduction or use of this drawing is prohilbilled, Including derivative works. LO In C4 IN C-4 C4 ;B 5 0 a ®r x4=4 L�NE EX:_,�EVIVENI -4, DJ -3, 3045�3� '174 E D) (NO WIDT1 k316ECP' 0 'Q�l ,ob AZ I " 'Q C, ADJUS TREE t A a'l V _�n_ 7 is I 41, fjC0 Lie e -A --- -,jot , I ", / w OB 113�6M5�'PG 1171,6-11- J 10, N 4- Y X 0 , I \ 't -, )J ST 7 LNE 3M 31,110131 P�' 46- C _V 7 i � L Uiui`i j I E, "M 01\-," A G 5 V C1 W 0AWXt7)R ne - ----- 3 -rF '0Xp' clli_),��S ------- _r� 11 71 CO po!(,� 'J"I'leli V I -- --------- CURVE TABLE L' 436 PE ------- ---- 'N CURVE RADIUS LENGTH TANGENT DELTA CHORDBEARING CHORD 17"3657- S38 -24'53"E 138.56' PG 41", 139. 1 V 70.111 452.46' Y" T:y Mifiam th,11, m , &-q-ve/ 4, - �4 lot i S24 *3410 1 "E INIT E R PG 64 209 91' 45*184 387,43' C5 502.90' 397.71' 1 I Jf&, 'ILI C6 S6200725"W 402,99' ATE -I F i LDD) 1128.24' 1 405.16' 204-79' 1 20034132" 2 30'48"W 533.15' C7 1194-24' HERS E 73 47' 25"4746- S59 Ill �1,1' F_ S40"0722fW 5Z66 5 03558 n CIO 13 33(15? i�`- .3, 174, Y KV "'I 1179, 00' 1 115 22' 25-561000 S3804322nW 500.87- 256-99' C11 1116. 1 V 1 505,18' iiqomox, I N1203540 IE 4113' 4ago, 49.67' 23.79' N7803642'F 48,63' 56 70' 41,5Z C15 30-00' 1 70801741" 1 43.33' 71'40'36 S I I `255"E 70.261 ------------- C16 60,00, 75,06' 29,53' 75.23' 2802926" S61032,70T C17 60.00' 29-84' ----------- \77*- 4 C18 1128.241 S6200725W 402.99' 20 "3432 A 05.16f 204-79' Y, IkEMOVE-71REES . .. .... ... .. ..... ... ..... .. . .. V 604 L �7 t... ...... .. f66� 03 30 5 �7 ; '0 F 1 V_ S`e! r A- V---------- - -- A V alt S r A of I/ Witt Of P,B 1040 PG 3-11 por�,�V/ r- Of 0-00-00-01 7AI 10,00, NA SCALE V=30' //00,�\ 60 0 30' daggett + grigg architects pc I! 100 1 Oth STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 0 0 *00 04 0 0 0 TIMMONS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434.295.5624 FAX 434,295.8317 www.tlmmons.com ��ALTR CRAMIG W. J, OTARSKI Llc- NO. 0402048507 17 AL USE OF DRAWING uv r4v i o%,ALc uKAvvtmj. i no "ritraotor shall take field measurements and verify field conditions and shall carefully compore such field measurements and conditions and other Information known to Me Contractor with the Contract Documents before commencing Contractor shall carefully study and comport the Contact Documords with each other and with Information furnished by the Owner and shall at once report to the Archbot errors, Inconslotencles or omissions discovered, If the Contractor ptrforms any construction activity knowing it Involves a recognized error, Inoonsistency or omlislon In the Contract Documents without such notice to the Archk#4 the Contractor shall assume appropriate responsibility for such performance and shall bear an appropriate amount of the attributable cost The Intent of the Contract Documents Is to Include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents art complementary, and what Is required by one shall be as binding as If required by all; performance by the Contractor shall be required only to the extant consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the Intended resuft In a&%* of conflicting requirements, the more stringent requirements shall apply, without change to Contract Sum or Time, Organization of the Specifications Into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor In dividing the Work among Subcontractors or In establishing the extent of Wo* to be performed by any trade. Information shown an this shoot do" not authorize changes to Contract Sum or Tim# unless stated In a isporate letter or Change Order. Information shown Is subject to the requirements of the Contract Documents. Contractor Is responsible for dimensions, which shall be confirmed and correlated at the site, fabrication processes, techniques of construction, quantities, the coordination of his work with oil other trades and Subcontractors, and the satisfactory performance of bit work Morilley Creek Professional Center FonISIne Avon% Mmrlo, Co., VA Offsite Existing Conditions and Demolition Plan -REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS iFLOOD Jt IILMMI Survey locc7lled Z, 'we-dary Z Co C) P DB 2963* TG 411'-9-- Q6" 2�7i 0 a ®r x4=4 L�NE EX:_,�EVIVENI -4, DJ -3, 3045�3� '174 E D) (NO WIDT1 k316ECP' 0 'Q�l ,ob AZ I " 'Q C, ADJUS TREE t A a'l V _�n_ 7 is I 41, fjC0 Lie e -A --- -,jot , I ", / w OB 113�6M5�'PG 1171,6-11- J 10, N 4- Y X 0 , I \ 't -, )J ST 7 LNE 3M 31,110131 P�' 46- C _V 7 i � L Uiui`i j I E, "M 01\-," A G 5 V C1 W 0AWXt7)R ne - ----- 3 -rF '0Xp' clli_),��S ------- _r� 11 71 CO po!(,� 'J"I'leli V I -- --------- CURVE TABLE L' 436 PE ------- ---- 'N CURVE RADIUS LENGTH TANGENT DELTA CHORDBEARING CHORD 17"3657- S38 -24'53"E 138.56' PG 41", 139. 1 V 70.111 452.46' Y" T:y Mifiam th,11, m , &-q-ve/ 4, - �4 lot i S24 *3410 1 "E INIT E R PG 64 209 91' 45*184 387,43' C5 502.90' 397.71' 1 I Jf&, 'ILI C6 S6200725"W 402,99' ATE -I F i LDD) 1128.24' 1 405.16' 204-79' 1 20034132" 2 30'48"W 533.15' C7 1194-24' HERS E 73 47' 25"4746- S59 Ill �1,1' F_ S40"0722fW 5Z66 5 03558 n CIO 13 33(15? i�`- .3, 174, Y KV "'I 1179, 00' 1 115 22' 25-561000 S3804322nW 500.87- 256-99' C11 1116. 1 V 1 505,18' iiqomox, I N1203540 IE 4113' 4ago, 49.67' 23.79' N7803642'F 48,63' 56 70' 41,5Z C15 30-00' 1 70801741" 1 43.33' 71'40'36 S I I `255"E 70.261 ------------- C16 60,00, 75,06' 29,53' 75.23' 2802926" S61032,70T C17 60.00' 29-84' ----------- \77*- 4 C18 1128.241 S6200725W 402.99' 20 "3432 A 05.16f 204-79' Y, IkEMOVE-71REES . .. .... ... .. ..... ... ..... .. . .. V 604 L �7 t... ...... .. f66� 03 30 5 �7 ; '0 F 1 V_ S`e! r A- V---------- - -- A V alt S r A of I/ Witt Of P,B 1040 PG 3-11 por�,�V/ r- Of 0-00-00-01 7AI 10,00, NA SCALE V=30' //00,�\ 60 0 30' daggett + grigg architects pc I! 100 1 Oth STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 0 0 *00 04 0 0 0 TIMMONS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434.295.5624 FAX 434,295.8317 www.tlmmons.com ��ALTR CRAMIG W. J, OTARSKI Llc- NO. 0402048507 17 AL USE OF DRAWING uv r4v i o%,ALc uKAvvtmj. i no "ritraotor shall take field measurements and verify field conditions and shall carefully compore such field measurements and conditions and other Information known to Me Contractor with the Contract Documents before commencing Contractor shall carefully study and comport the Contact Documords with each other and with Information furnished by the Owner and shall at once report to the Archbot errors, Inconslotencles or omissions discovered, If the Contractor ptrforms any construction activity knowing it Involves a recognized error, Inoonsistency or omlislon In the Contract Documents without such notice to the Archk#4 the Contractor shall assume appropriate responsibility for such performance and shall bear an appropriate amount of the attributable cost The Intent of the Contract Documents Is to Include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents art complementary, and what Is required by one shall be as binding as If required by all; performance by the Contractor shall be required only to the extant consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the Intended resuft In a&%* of conflicting requirements, the more stringent requirements shall apply, without change to Contract Sum or Time, Organization of the Specifications Into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor In dividing the Work among Subcontractors or In establishing the extent of Wo* to be performed by any trade. Information shown an this shoot do" not authorize changes to Contract Sum or Tim# unless stated In a isporate letter or Change Order. Information shown Is subject to the requirements of the Contract Documents. Contractor Is responsible for dimensions, which shall be confirmed and correlated at the site, fabrication processes, techniques of construction, quantities, the coordination of his work with oil other trades and Subcontractors, and the satisfactory performance of bit work Morilley Creek Professional Center FonISIne Avon% Mmrlo, Co., VA Offsite Existing Conditions and Demolition Plan PROJECT PHASE: Final Site Plan PROJECT #: DATE: 1207 October 1, 2012 SHEET NUMBER: Copyrtghtflatice This drawing copyright 02012 by Daggett + GOgg Architects. The ArChited rat8l all common law, statutory and other reserved rights, In addition to the copyright on this drawing, Unauthorized reproduction or use of this drawing is prohibited, Inoluding derivative works. -REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final Site Plan PROJECT #: DATE: 1207 October 1, 2012 SHEET NUMBER: Copyrtghtflatice This drawing copyright 02012 by Daggett + GOgg Architects. The ArChited rat8l all common law, statutory and other reserved rights, In addition to the copyright on this drawing, Unauthorized reproduction or use of this drawing is prohibited, Inoluding derivative works. VOOT #1 COARSE Sediment Basin 1 design MINIMUM STANDARDS: EROSION AND SEDIMENT CONTROL NARRATIVE ... SPECIES AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR PROJECT DESCRIPTION THIS PROJECT INCLUDES THE CONSTRUCTION OF AN OFFICE BUILDING WITH ATTACHED PARKING LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, GARAGE AND ASSOCIATED SITE WORK, AS WELL AS CONSTRUCTION OF AN OFF-SITE WATERLINE, TECHNIQUES AND METHODS: WHICH WILL COME INTO THE PROPERTY AND CONNECT TO A PROPOSED WATERLINE WITHIN THE MS -1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED PROPERTY. TOTAL IMPACTS OF PROJECT ARE 5,40 ACRES TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED (zs-YR, STORM ELEv.) ON ANY PORTION OF THE SITE. TEMPORARY SOiL STABILIZATION SHALL BE ADJACENT PROPERTY APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT THESE IMPROVEMENTS ARE BEING MADE WITHIN THE PROPERTY BOUNDARY, WITH THE EXCEPTION OF FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. THE OfF-SITE WATERLINE, WHICH WILL BE CONSTRUCTED WITHIN AN EASEMENT TO BE OBTAINED BY PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE ALBEMARLE COUNTY SERVICE AUTHORITY. THE PROPOSED IMPROVEMENTS ARE ON THE SOUTHEAST LEFT DORMANT FOR MORE THAN ONE YEAR. SIDE OF MOREY CREEK, PRIMARILY, WITH THE OFF-SITE WATERLINE EXTENDING ALONG FONTAINE 153.7 AVENUE EXTENDED TO THE EAST. THE PROPERTY IS BOUNDED BY WOODED RESIDENTIAL AREAS TO MS -2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND THE NORTH, EAST, AND WEST, AND BY FONTAINE AVENUE EXTENDED TO THE SOUTH, BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH DRY " STORAGE SEDIMENT TRAPPING MEASURES, THE APPLICANT IS RESPONSIBLE EXISTING SITE CONDITIONS FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION THE SITE IS AT THE BASE Of MOREY CREEK, NEAR THE INTERSECTION OF BUCKINGHAM CIRCLE AND OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND FONTAINE AVENUE EXTENDED, CURRENTLY, THE AREA IS COVERED IN VEGETATION, WITH ONLY A SOiL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. FEW LEFTOVER DRIVEWAYS FROM PREVIOUS USES. 450 3386 444 3718 MS -3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON OFF-SITE AREAS DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED, PERMANENT ALBEMARLE COUNTY SERVICE AUTHORITY WILL OBTAIN A UTILITY EASEMENT FOR ALL WORK THAT IS VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND PROPOSED TO OCCUR OFF-SITE. SINCE ONLY PIPE TRENCHING AND TRENCH REPAIR WILL BE COVER IS ACHIEVED THAT iS UNIFORM, MATURE ENOUGH TO SURVIVE AND OCCURRING OFF-SITE, EROSION & SEDIMENT CONTROL MEASURES SHALL ONLY BE INSTALLED AT THE WILL INHIBIT EROSION. DISCRETION OF THE INSPECTOR, (-WETSEDIMENT CLEANSTORAGE POINT {" WET " STORAGE REDUCED TO 34 C.Y./ ACRE) 446,5 4974 I MS -4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT CRITICAL EROSION AREAS BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CRITICAL SLOPES HAVE BEEN INDICATED WITH HATCHES ON THE EXISTING CONDITIONS SHEETS OF CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND THIS PLAN SET. SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES EROSION AND SEDIMENT CONTROL MEASURES PLACE. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT MS -5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND INSTALLATION. SEDIMENT CONTROL HANDBOOK, THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO 296.1 UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING MS -6, SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND JURISDICTION. CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY bottom of basin (ft) THE TRAP OR BASIN. STORMWATER RUNOFF CONSIDERATIONS 440.5 BECAUSE THIS PROJECT AREA IS LESS THAN 1% OF THE OVERALL DRAINAGE AREA, THE IMPACT OF A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE INCREASED FLOWS ON THE CHANNEL (LOCATED ADJACENT TO THE PROJECT AREA) WILL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL NEGLIGIBLE AND CAN BE IGNORED ACCORDING TO STATE AND LOCAL REGULATIONS, ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. STRUCTURAL PRACTICES: B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF 1, TEMPORARY CONSTRUCTION ENTRANCE - 3,02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS, IT IS IMPERATIVE THAT THIS ACRES SHALL BE CONTROLLED BY A SEDIMENT BASiN. THE MINIMUM MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE I5 TO REDUCE THE STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF, YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, 2, SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS DURING A 25 -YEAR STORM OF 24-HOUR DURATION. RUNOFF INDICATED, ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE, TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO 3, STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM 3.0 ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. MS -7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A 4, DIVERSION DIKE - 3,09 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A MANNER THAT WILL MINIMIZE EROSION, SLOPES THAT ARE FOUND TO BE CERTAIN AREA, ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION 0.2 SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL VEGETATIVE PRACTICES., THE PROBLEM IS CORRECTED, 1, TOPSOIL (TEMPORARY STOCKPILE) -3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING, STOCKPILE LOCATIONS SHALL BE LOCATED MS -8, CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION, SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR 2. TEMPORARY SEEDING - 3,31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE, THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION 13,5 IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL MS -g, WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE DEPEND ON THE TIME OF YEAR IT IS APPLIED. OR OTHER PROTECTION SHALL BE PROVIDED, 3, PERMANENT SEEDING - 3,32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL 0 VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND MS -10, ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING ENHANCE NATURAL BEAUTY, CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER 0 CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED MANAGEMENT STRATEGIES OR OTHERWISE TREATED TO REMOVE SEDIMENT, 1, PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. MS -11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE 2, PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING, CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET 3, ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL ORDER TO MINIMIZE PERIMETER CONTROLS. LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND 4, ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO RECEIVING CHANNEL. LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW, 10.0 bottom width (ft) MS -12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS PERMANENT STABILIZATION SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED STD, & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS, EARTHEN FILL LAWNS AND GENERAL SLOPES,IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE COVER MATERIALS. 3,32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED 18 SURFACES, IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MS -13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION MULCHING. VEHICLES MORE THAN TWiCE IN ANY SiX-MONTH PERIOD, A TEMPORARY 18 VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SEQUENCE OF INSTALLATION SHALL BE PROVIDED. PHASE I 1, A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, MS -14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS CONTRACTOR, OWNER, AND ENGINEER, THIS MEETING SHALL TAKE PLACE ON-SITE, CLEARING PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. MET. 2. INSTALL CONSTRUCTION ENTRANCE. 3. INSTALL STORM PIPE THAT WILL SERVE AS A CLEAN WATER DIVERSION. INSTALL INLET MS -15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED PROTECTION WHERE APPLICABLE, IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 4, INSTALL CLEAN WATER DIVERSION, SILT FENCE, DIVERSION DIKES, AND SEDIMENT TRAPS AS SHOWN ON PHASE I PLAN. MS -16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE 5. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE 6, ROUGH GRADE PROJECT AREA, CRITERIA: 7. SEED ALL DENUDED AREAS PER VESCH STANDARDS, A, NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT PHASE II ONE TIME. 1, INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF OPERATIONAL. TRENCHES. 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED 3, ONCE CURB HAS BEEN INSTALLED SEDIMENT TRAPS MAY BE REMOVED, REMOVAL OF SEDIMENT OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, TRAPS SHALL BE COORDINATED AND APPROVED ON SITE BY THE E&S INSPECTOR PRIOR TO THEIR OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT REMOVAL. ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY, 4. ALL STORMWATER PIPING & STRUCTURES, INCLUDING DETENTION FACILITIES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEEDIMENT SHALL BE CLEANED OUT FOR THE D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE S. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION STABILIZATION. CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR, E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH GENERAL EROSION AND SEDIMENT CONTROL NOTES: THESE REGULATIONS. ES -1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL MS -17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE REGULATIONS. TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE, WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ES -2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY PLAN, SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER ES -3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN SEDIMENT IS REMOVED IN THIS MANNER. THiS PROVISION SHALL CLEARING, GRADING, OR LAND DISTURBANCE. APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. ES -4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES, MS -18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER ES -5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY, TRAPPED SEDIMENT AND SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. ES -6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER, (MODIFIED NOTE) MS -19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND ES -7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED iN ES -8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, CHAPTER 8 PAGES 20-24. ES -9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. VOOT #1 COARSE Sediment Basin 1 design ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES ... SPECIES MULCHES:PER MIN. V W1 SPILLWAY 2' WITHOUT CREST OF EMERGENCY SPILLWAY drainage( 4 42 DESIGN HIGH WATER ACRE r in#ervals) basin volumes: (using 2'contour & (zs-YR, STORM ELEv.) FEB 15TH elevation (ft) contour area (sf) volume(cy) os' ANNUAL RYEGRASS (LOIUM MULTI-FLORUM) 439' 1918. 71.0 MIN. -1.01 -� FOR WINTER 1.1. 440 2231 153.7 .... .. RISER CREST 441 2568 17!`.7 DRY " STORAGE DEWATERING DEVSCE 442 2928 203.6 • WET - STORAGE :•::•:•.::...:•::::::.:::. :::..:. 19 6.1 443 3311 231.1 450 3386 444 3718 260.3 445 4148 291.3 SEDIMENT - CLEANOUT nINT REDUCED {` WET ' STORAGE REDUCED 446 4601 324.0 TO 34 C.Y./ ACRE) (-WETSEDIMENT CLEANSTORAGE POINT {" WET " STORAGE REDUCED TO 34 C.Y./ ACRE) 446,5 4974 I 354.6 353.9 wet storage: 453.5 5524 392.6 wet storage required (cy) (67'*DA) 296.1 design high water 444=5 dewatering orifice elevation (fit) 442.1 top of dam (ft) 446.5 wet storage provided at this elevation (cy) 296.1 top width of dam (ft) 6.0 available volume before clearnout (cy) (33*DA) 145.9 bottom of basin (ft) 439.0 cleanout elevation (ft) 440.5 approx. bottom dimensions: 55'x40' distance from cleanout to odlfice (ft) (> 1') 1.6 upstream face slope: 1.5:1 70'x30' distance from cleanout to oriifice (ft) (> 1') downstream face slope: 1.5:1 dry storage: downstream face slope: dry storage required (cy) (67*DA) 296,1 baffles: yes principle spillway crest (ft) 444.4 length of flow, L (ft) 45 dry storage provided at this elevation (cy) 296.2 effective width, We (ft) 83 diameter of dewatering orifice (in) 3.0 L / We (baffles required if < 2) 0.5 diameter of flexible tubing (irn) (orifice+2") 5.0 3.0 iL / We (baffles required if < 2) 0.2 diameter of flexible tubing (in) (orifice+2") collars: no runoff: depth of water at spillway crest (ft) 0 C (use 0.45 for bare earth) 0.45 slope of upstream face (Z 1) 0 tc (min) 13,5 slope of barrel (Sb) 0 i 2yr 3.7 Q 2yr 7.3 length of barrel in saturated zone (Ls) 0 125yr 5.4 Q 25yr 10.7 number collars required 0 0 1 25y 5.4 Q 25yr, dimension of collars 4x4 principle spillway: dimension of collars available head (ft) 2,1 emergency spillway: no diameter riser (in) 36 required capacity (025-Qp) (cfs) emergency spillway: spillway capacity, Op (cfs) 10.0 bottom width (ft) required capacity (025-Qp) (cfs) diameter trash rack (in) 48 slope of exist channel (ft/ft) bottom width {ft) barrel length (ft) 57 minimun length of exit channel (ft) slope of exist channel (ft/ft) head on barrel through embankment (ft) 7.5 crest of spillway (ft) minimun length of exit channel (ft) diameter of barrel (fn) 18 7.5 crest of spillway (ft) SB1 3.14 SEDIMENT BASIN 1 DESIGN CALCULATIONS No Scale Sediment Basin 2 design ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES PLANTING SPECIES MULCHES:PER Mite. VW( SPILLWAY 2' WITHOUT ORES? OF EMERGENCY SPILLWAY drainage area (acres) 3'12 DESIGN HIGH WATER ACRE basin volumes: (using 2' conitour intervals) & (ss -YR. STORM EtEV.) FEB 15TH elevation (ft) contour area (so volume(cy) D.S' ANNUAL RYEGRASS (LOIUM MULTI-FLORUM) 446 1577 58.4 _______ M""' ''o' FOR WINTER 447 1980 131.7 "'. AUG. 31ST RISER CREST 448 2413 16Z7 DRY ' STORAGE 35 LBS, DEWATERING DEVICE 449 288 2 19 6.1 E " wEr " STORAGE 450 3386 232.1 451 3921 270.6 452 44$0 311.1 (-WETSEDIMENT CLEANSTORAGE POINT {" WET " STORAGE REDUCED TO 34 C.Y./ ACRE) - 453 5076 353.9 453.5 5524 392.6 wet storage: wet storage required (cy) (67*DA) 209.0 design high water 450.3. dewatering orifice elevation ('ft) 448.4 top of dam (ft) 453.5` wet storage provided at this elevation (cy) 209.0 top width of dam (ft) 6.0 available volume before cleanout (cy) (33*DA) 103.0 bottom of basin (ft) 446.0 cleanout elevation (ft) 447,2 approx. bottom dimensions: 70'x30' distance from cleanout to oriifice (ft) (> 1') 1.2 upstream face slope: 2:1 downstream face slope: 2:1 dry, storage: dry storage required (cy) (67*DA) 209,0 baffles: yes principle spillway crest {ft) 450.3. length of flow, L (ft) 36' dry storage provided at this elevation (cy) 209.0 effective width, We (ft) 152 diameter of dewatering orifice (in) 3.0 iL / We (baffles required if < 2) 0.2 diameter of flexible tubing (in) (orifice+2") 5.0 collars:, no runoff depth f water at spillway crest (ft) 0' C (use 0,45 for bare earth) 0.45' slope of upstream face (Z 1) 0 to' (min) 13.5 slope of barrel (Sb) fl 12yr 3.7 Q 2yr, 5.1 length of barrel in saturated zone (Ls) 0 1 25y 5.4 Q 25yr, 7.6 number collars required Oi dimension of collars 4x4 principle spillway: available head (ft) 3.2 emergency spillway: no diameter riser (in) 36 required capacity (025-Qp) (cfs) spillway capacity, Qp (cfs) 10.0 bottom width {ft) diameter trash rack (n) 48 slope of exist channel (ft/ft) barrel length (ft) 64 minimun length of exit channel (ft) head on barrel through embankment (ft) 7.5 crest of spillway (ft) diameter of barrel (in) 18 SB2 SEDIMENT BASIN 2 DESIGN CALCULATIONS No Scale 3.14 Albemarle County Engineering Review Refel'etice retails Page 3 of 4 Paved construction entrance for erosion control plans __...... _.,..... ..-..... ?u' MIN, _..........._....._-.... CION>Trzuc•nral: ret:• ;F: '.; -� I 3" SV ­2A ASPHALT TO!' I nv..l,nr.N r T .ii" MIN. ZIA AGGfRE"GATc BASE P OFiL Si'U4E: 71' MIN. I I CON151' OC;•ilt)N ASPi1nt..T PAVE D EXISTING � zss _ 2„ Pnvi MI'M � .•• .. ,.._. 1=�i)tatl'iVC. 17i2,�1? N 1Ci l': IMCISi LXkMD I ,;LL w,),; L� I'U Sciii\tct�t OF lNGRES`_+ ANE) EGRESS S`S TRAnPING ()t':Vi(:i' j t�rr;.f�nTltiis PLAN �, . .............. ..... ......17 MPd,........., ........ ...........« POSHNl t)RAfigA',*I_ TO SFQIVEN ,q1,11011,111, W, Fi.a.TLRr,1.0'I i . / SECTION A -A A n llWaIlim water tai) Of 1 bld 11111st I)e jui`.48aII (l Ait'h A Iilillil"0111 1 i11Ch Wilcock > 111toft was11 lig? ,e-mtll a tlowet r of 1.5 hiclie.. for idecipito collstalit jiresxtlre, Wash Water must be cal'rlecl away hvin the euh•aiwe to all approved settllliS, a1'ea t0 remove t-Cikumt, .ill 4dti3l11tiit 111ll be pret'eat'etl h -ow entering ttoral diaiiis" clitolles or woteroolly es, PAVED WASH RACK NO S( At, r CE PAVED CONSTRUCTION ENTRANCE No Scale BLOCK & GRAVEL CURB INLET SEDIMENT FiLTER CURB .------ INLET � -- C) RUNOFF OVE WATER WITH SEDIMENT SEDIMENT-. - WiRE SCREEN (i6 ,tun ).PUS) TEMPORARY RIGHT-OF-WAY DIVERSIONS L ! zyfi 11 kyj e i c CLEAN WATER DIVERSION No Scale 1. SET POSTS AND EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. J f t � FLOW WIRE LJ 3, ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH, 2. STAPLE WIRE FENCING TO THE POSTS, =KWATI-11 1:3 o • FILTERED EXTENSION OF FABRIC AND WIRE INTO WATER THE TRENCH. FILTER FABRIC ::,::'•.:• :. ^ .:.....,. ° i' j�1�L X11=III=11 NOTE: SILT FENCE THAT IS WITHIN VICINITY OF RWSA 211 X 4" SEWER LINE SHALL BE PLACED CAREFULLY TO WOOD CURB SF ENSURE LINE IS NOT IMPACTED STUD INLET CONSTRUCTION OF A SILT FENCE No Scale * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SPECIAL APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. IP STORM DRAIN INLET PROTECTION No Scale TABLE 3,32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA TOTAL LBS. PER ACRE MINIMUM CARE LAWN (COMMERCIAL OR RESIDENTIAL 175-200 LBS. KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-5% KENTUCKY BLUEGRASS 0-5% THIGH -MAINTENANCE LAWN 200-250 LBS. KENTUCKY 31 OR TURF -TYPE FALL FESCUE 100% GENERAL SLOPE (3:1 OR LESS) KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS, SEASONAL NURSE CROP * 20 LBS, 150 LBS. ILOW-MAINTENANCE SLOPE (STEEPER THAN 3:1) KENTUCKY 31 FESCUE 108 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. CROWNVETCH ** 20 LBS. 150 LBS, * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL... ANNUAL RYE MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER... ............................ ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH ........................ WINTER RYE ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED, WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. PERMANENT SEEDING MIX FOR PIEDMONT AREA No Scale TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" 2 X 4" WOOD FRl' - 1,5' MA) tae -s- -• • 3.05-1 1 11N. GATHER EXCESS AT CORNERS PERSPECTIVE VIEWS ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS, STORM DRAIN INLET PROTECTION No Scale 1k TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES PLANTING SPECIES MULCHES:PER DATES NOTES: LBS f PER ACRE PER 50/50 MIX OF ANNUAL RYEGRASS (LOIUM MULTI-FLORUM) ACRE SEPT 1ST - & 50-100 FEB 15TH CEREAL (WINTER) RYE (SECALE CEREALS) FREE FROM WEEDS AND COARSE MATTER. MUST FEB 16TH' ANNUAL RYEGRASS (LOIUM MULTI-FLORUM) 60-100 APR. 30TH HAY FOR WINTER MAY 1ST- GERMAN MILLET (SETARIA ITALICA) 50 AUG. 31ST 2 X 4" WOOD FRl' - 1,5' MA) tae -s- -• • 3.05-1 1 11N. GATHER EXCESS AT CORNERS PERSPECTIVE VIEWS ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS, STORM DRAIN INLET PROTECTION No Scale 1k TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES 12/3/12 RATES 1/29/13 MULCHES:PER 3/12/13 NOTES: 4/29/13 PER 6/17/13 ACRE 1000 SQ. FT. 1 1/2 - 2 TONS FREE FROM WEEDS AND COARSE MATTER. MUST STRAW OR (MINIMUM 2 TONS 70-90 LBS. BE ANCHORED. SPREAD WITH MULCH BLOWER OR HAY FOR WINTER BY HAND. COVER) FIBER MULCH MINIMUM 1500 LBS. 35 LBS, NOT USE MULCH FOR R OV DURING HOT DRY PERIODS.* APPLY AS SLURRY. WHEN FIBER MULCH IS THE ONLY AVAILABLE MULCH DURING PERIODS WHEN STRAW SHOULD BE USED, APPLY AT A MINIMUM RATE OF 2000 LBS,/AC. OR 45 LBS./1000 SQ, FT. �I aQ,aggettt + Trigg a rchiteets PC 100 10th STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434,296,3040 �•!*♦*i • ! 0 TIMMONS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434.295,5624 FAX 434,295.8317 www.tlmmons.com Q�,�S.ALTII O O U CRAIG W �JKOTARSKI Lic- No. 0402048507 ssx4r>rAI� USE OF DRAWING uv Nul at,ALr urkwwlnv. Ino "retractor shall take field measurements and verity field conditions and shall carefully compare such fleld measurements and conditions and other information known to the Contractor with the Contract Documents before commencing activities; Contractor shall carefully study and compare the Contact Doeumekl s with each other and with Information furnished by the Owner and shall st once report to this Architect man, Inconsistencies or omissions discovered, If the Contractor performs any construction aedvity knowing it involves a recognized error, Inconsistency or omission In the Contract Documents without such notice to the Architect, the Contractor shall assume appropriate responsibility for such performance and shalt bear an appropriate amount of the attributable coot The intent of the Contract Documents is to Include all hems necessary for the proper execution and completion of the Work by the Contractor, The Contract Documents are complementary, and what is required by one shalt be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably Inferable from them as being necessary to produce the Intended results. In case of conflicting requirements, the more stringent requirements shall apply, without change to Contract Sum or Thus. Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. Information shown on this sheet does not authorize changes to contract Sum or Time unless stated in a separate letter or Change Order. information shown Is subject to the requirements of the Contract Documents. Contractor Is responsible for dimensions, which shall be confirmed and corral" at the she, fabrication processes, toshniques of construction, quantities, the coordination of his work with all other trades and Subcontractors, and the sotiatactory performance of his work, Morey Creek Professional Center Fontaine Avenue, Aibem a Co., VA Erosion and Sediment Control Notes and Details REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final Site Plan PROJECT #: DATE: 1207 October 1, 2012 SHEET NUMBER: Copyright Notice This drawing copyright 02012 by Daggett +Grigg Architects. The Architect retains all common law, statutory and other reserved rights, in addition to the copyright on this drawing. Unauthorized reproduction or use of this drawing is prohibited, Including derivative works. I% I I14D - CBESTER LOAM (I 5-25%) I19B - CULLEN LOAM (2-7%) I2 1 C - CULPEPER FINE SANDY LOAM (7-15%) It36C - HAYESVILLE LOAM (2-7%) I36D - HAYESVILLE LOAM (15-25%) I 77 - RIVERVIEW CHEWACIA COMPLEX 88 - UDORTHENTS LOAMY II95 - WEHADKEE SILT LOAM (7-15%) IA - ---------- I46-5— 7ABL' IIRA I0 4% 45�Z46� 9, 1 70, I ff-3,6- IC4 W _241 405 11W 46 99' III254746` SS9 llt310 148 `W 3'�' 5' I0 IIIIIC'io I 1,7 00' I �5.22" DC Ici-I I I 16 Ill 50L II4967l C12 23, 79' 40, 90" 12 fMAINTA0% VERTICAL 30�001' Fj a -1 08, 1 7 I'T 1 4 MIN.) FROM RWSA SEWER IIBAFFLE 60� 00 1 7 06' 43.'3' IIC16 AL 0 LINE II��Tid,.N OF ----------- KI N\G t III-0N,TRAibTOR 405, IIR ADE,� IIIVOCIT STD CLASS V _—Af DRY RIP RAP IIW1 =4 W2=75, ENT BASIN 1 IDC I38 IIt II1 0 IIIIIIIIfIUIIIt ILI IIMITS OF C�E IAIRING & IGR ADING I5.55 ACRES IIIIIIlIIIIIISF IIIIIIIIIIIIIIIIiIIIIID, R! IIAW�G; NOTE: CONTRACTOR TO USE AREA OF IDIVIDE BUILDING AND PARKING GARAGE PAD IIOOD I IFOR LAYDOWN AND STOCKPILE AREAS AS IIINEEDED THROUGHOUT THE DURATION OF IIIIIIIITHE PROJECT. ONCE THESE AREAS ARE IIIIINO LONGER FEASIBLE, THE LAYDOWN IIIAREA CAN BE ISHIFTED TO THE PARKING IIIAND LOADING AREA IN THE BACK OF THE IIIIIliPROPOSED BUILDING IIISF IIIIIIIIIIIIItI IIIIIIIIS�EDIMENT BASIN DRAINAGE AREAS ISCALE 1"=300' II(r) nII*T FENCE AkEX='6,75 Ac.EROSION CONTROL LEGEND IAPPI� TION OF OXIMATE! LqCfi� DRAINAGE AREA DIVIDE TOP$ T09KRILE OIL SOIL AREA DIVIDE IV I< LIMITS OF CLEARING GRADING IIIIIT IICONSTRUCTION ENTRANCE IIIIIIIIIIICl SILT FENCE IIIIIINLET PROTECTION IIIIIIL II00 DIVERSION DIKE IIIIIIIIISEDIMENT BASIN IIIIIIillOUTLET PROTECTION V IIIIIIICHECK DAM IIIID DIMENT Inn a i Eli? t, BASIN TEMPORARY SEEDING SE AREA- 3.q9 ACRE T S\ T PERMANENT SEEDING IR IDC IMULCHING TS 3.02* 3.05 3.07 3.09 3.14 3.18 3.20 3.31 3.32 3.35 IIIifSF "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER (TYP.) ILIKITS OF INOTE: SILT FENCE THAT IS WITHIN VICINITY OF RWSA SEWER LINE SHALL BE 0I�EARIN( Iah 5! A C PLACED CAREFULLY TO ENSURE LINE IS NOT IMPACTED IItIIDFAINAG19 RWSA WILL REQUIRE CCTV OF EXISTING SANITARY SEWER LINE BEFORE AND DIV1bE,(TYF`A AFTER PROJECT TO ENSURE NO DAMAGE OCCURRED. LLU.) BAFFLE TS 0/_/ 0HU V 0 IIU PROTECTIVE MATTING SHALL BE PLACED OVER RWSA SEWER LINE IF LARGE/HEAVY CONSTRUCTION EQUIPMENT WILL BE DRIVING OVER THE LINE. CE 0 k A hyi W1F_ wamom -II\X (b itJim ------ UFO II-#--- II10 ------- CD ('Illa ------- a L ef 6ow-00 ItIIIam-mom Ro 0/l/o y L \ RodlF V) I SCALE 1"=30' 0 30' 60, daggett + grigg architects pc 100 10th STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 000 TIMMONS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434.295.5624 FAX 434.295,8317 www.timmons.com SALuj C W.J, OTARSKjr> Lic. No. 0402048507 USE OF DRAWING uu rjul cAALr uKAinimu. inei.orlbecWthall take field Measurements and vartly field conditions and shall carefully compare such field measuramstrittal and condifiona and other Information known to the Co*wW with the Contract Documents before commencing activides; contractor shall carefully study and compare the Contact Documents with each other and with Information furnished by the Owner and shall at once report to the kchbot error*, Incoralsismol" or omissions discovered. If the Contractor performs any construction acWhy knowing it Involves a recognind error, Inconsistency or omission In the Contract Documents without such notice to the Architill the Coffilbacti shall assume appropriate responsibility for such performance and shall bear an appropriate amount of the Athlboublo cost The Intent of the Contract Occuments Is to Include all Items necessary for the propefir execution and completion of the Work by the Contractor. The Contract Documents are complementary, and what Is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contracit Documents and reasonably, Inferable from them as being necessary to produce the Intended results. In case of conflicting requirements, the more stringent requirements shall apply, without change to Contract Sum or Time, Organization of the Speciflostions Into divisions, sections &00 articles, and arrangement of Drawings shall not control the Contractor In dIvidlIng the Work among Subcontractors or In selibillshing the extent of Work to be performed by any trade. Information shown on this sheat does not "orize changes to Contract Sum or Time unless aided In a separate leftr or Change Order. Information shown Is subject to the requirements of the Contract Documents. Contractlor is responsible for dimensions, which shall be confirmed and correlated at the she, fabrication processes, techniques of construction, quariddes, the coordination of his work with all other trades and Subtforthectors, and the satisfactory performance of his work. MIIIIIIII y 0, a Cw,^ek Professional Center F*i1i*Av#nL%AII*ff**CojA Erosion and Sediment Control Plan as Phase I REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PEP, COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/3 REVISED PER COMMENTS 6117/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final Site Plan PROJECT #: DATE: 1207 October 1, 2012 SHEET NUMBER: Copyright Notice This drawing copyright 02012 by Daggett + Grigg kchftects. The Architect ratinns all commo It law, statutory and other reserved dghts, in addition to the copyright on this drawing, Unauthorized reproduction or use of this drawin It is prohibited, Including derivative works. - :��_�_I__' � I I l,\N,\1 I , I , I .11 I 7 I . I . N tsV X . , � � I,- ___-, I. 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I 'i ­ -4- - _0 (-� §__� I lv� \, %,- " 1\ I I I 1-1 ; I -H; 11 11 ,I k � , \ "_ \ 1\ '% , ", \ 1 i � , ­ -, _ - . ­ Ili,% r�i r) i 1�1�__411-�..) _1 1111I,!:�Ji` , � X - \ X X SILT FENCE 3.05 1 i I it, , 1 � i � I I I I (�) i j � I 1 1 � . � I � � � � I ; I � 11 `,_ ­ -, - , ? I V,i. Z__. \, IL % � ,� \ ., I 1-1 I ; q I , -_,'i,,,- ��- I,-- I � 11 - I t i I I , " ,,_-i,-_' , . , 1 1 i 1 1 ,I I / I I l t , � 3 - , 'I-, - - 1�_­ I I - -, , , -­­�- -I - ,- �� I � - \, \--�') ` `� . , I I , , _ I . i � - I - .1 ', - , - , - � � , :_-_ �__� __ � " � i� � � I- - I i 11 t � ­�_ ,iN, ,:---�Z�,---_ -�ij , . , % 'll I _)�--',v - i I I , 1 i , I i i 1 I 1 `1 '�� i ,I I \ � I � i I I I �1. I I __ ­(""', 1- ,� I- __ � i � � , , � � � '. \ \ --- , I ! X�___�_<5__ � ;��;� I , ; _� F ;. - 11 .11, - �, I I i - I . \ _,�� , � \ 1-��, INLET PROTECTION 3.07 . I i � 1 , Ili! Ili � 11 ,I I- I i i i I __ _. 4 `_� ­_ - _,,--\ \ i I � , 1 1 .i n \ " `i4__ -, --- I i . � __ I- " ,- ?_i� � �, �, � "', " Q�,:!� " t I I . � , � � _­ - ! � I I . I i I -1 " � 1�,,, I I . � . _ 'l. 1� I 1 1 � . 1. ----.t^ - , QT11i -, ", � - -,- " - , L z i I �' i i I . � . I- . ,�,) - . � " i, � � ___ (D 0 - I -- �L� Kigdtj_��­h, � ;, , I I l I . � � - , I ,.C� � V, .",� F� Phs 1 , t i iiii I � � \ I I � -11 ­­ I I - - �:­ - "k, - - - / .,d�.,�t� G" 13�4'iiv, 4, . I _ n I I Ij I � i � iiiiji . \ I I . 11 I I � i li I -,,. -1 - __1 ­ - -- , ___ _��_- __ I— - V .- I _1 \ - - \ - ---- -- ­ - - , a -, 1\ ,,,, _1 1, _,/ - 7,Ab "zi 92,,;i�lr!i - --- - ­ �, "' 11 I lllllh� Par fe,IY) 9,f�,�,,"00-00-00--'u���"kl�i�,���O l ill I, \ � I I I ­`= .....7- - _. ,-___,_\\_;. , -­­, Z - � )0'381 �& if I? I I � \ \ - � WSWMO '� - � . , �( ?5 F ,68� : li 1 i I I w �1!1 � � , � -�. A' ,- L ,41, � V� I I \ \ \ i � I " 1, 1� F-1) � I I - \ I I - --- � ­ I I'll It I , " ., 1, - _ - , V , 10\, I i i � i I ! i I i 1 i 1 L . \ - "� �__' - �,_44_ I - Now- "Unum -,, , _ I � �, _---�n .1 i � I � \ � _2 - - , I I I . � \ it I � - ;�. __ \ -­ -Z , _` k S 00 DIVERSION DIKE 3.09 . L I I 1, -, ,% -, 1 � I 1 , , t - Ill li �: I ,. I k \ I 11 � - - " � ____ __ I.- "; __ - __ I �,- A,- _11, ii"4"",, " ,,, - �� ,---- ') I , - - . \ � - I ; I I . I __ I � " ", "it , ­ � - i . I I � \1 � - 11., - , ­ __�� " "'�P, I �� 1. -A.. ,--/ 1 1 i , 1 �11 t� P j I I . � \ ,I 1 - 1, - `,,�, - " 0�,, ,--]I , , - - kv \ � � i � I 1 I 1 i j 1,i i I 'I \ 11 11 � \ " "' " ,� �' 1, " - -_ ­_ _�""�� I, -'--- r __ - - - - - - (A"-, I d ,I I . \ \ I ­_ - �a_ � j ''I i I � \ - , I - �� I , , T , " , !�51 � il � � " ", I __ " . . -1 1�'. I... .11��__.,..'� . __­� "" __ _ it� - \,\, ,\ ,�,, L I � �_,,_ I I- , ­ I , ,,d ... 'I, . I � �­­_; ___.,�!_� - , - -,V� `k11 z\ � , i � I , �! il I i I � I - I '� - ­ -1 ___ . _� I , . , � - - _� �___ <----- - I , '0- i I � i ­ 1 � , \ �___ I)"-- I � \ � - I - �_ ��, �,+_ SEDIMENT BASIN 3.14 1 � - 1�, , , - I , , ,_ . I,; , I � I � __ _ , ') \� _i ,7- \,, ,�� _�, � , , \1 I \ \ , 11 I - , I - �X_ - � - ��,� - ­ I S I - -, ­ I 1--. 11 I !�, , " \\ �\ , , , - � I - .. , - " , . ! ; I i , � ,, , l ,� , I � I , .�, I 1� I - "11-v, -, - -, , . 'h t I", - -1 � , I \\ It 11 - - I . I � I I , " ", - - I I , I - % I I � i 1 1 � � 1 I 1 HII' � I � 11 I\ , i \ M I ­', 1'� �, , I �,, ,� I __ __ '--< , 11 I �, I � I i , 0 I I '' I I \ I . `�_� I \ I 1� ,� 11 i I \ � , , i__ T, 11� ­ . 1�\ _"!V�% . t � 1 t 1 1 L I I I ,_� I I . I I of ". _ 'I-, 1 �5, � ,�",. �,l --, \ , , 1 �lli . t 1� \ I - I 1- l - , , i i i L � \ I \ � � 11 \1 . , _� 1�� ."� � - - - - 1- 11 , 'IT -77. 'N' / I 11 -1 � ; , l \ i --- I _­' -��,,�­, \ \ 1, \ ", ____1_QJ1h,Q , IP � \ � I 1�, 0 �, \_� \ / I - - LAnA,f�,7shr;, -v1,_VPgi)­ I C&gq= OUTLET PROTECTION 118 � , _�' . k % I ,- � \ I 11, " '_� _� v n4kv-," G,',­� V �-, 1��, I'll Ill.., I .� ­ ,� \ I ill " I : , �� 1 , , ,I 1; i 1 � it k, \ I - � � ,` 5, 1 � I I 1! li . I �� �, 1�_. , \ � 1\ \ (�) 1 i 14 11 1 1 jill,)i I � 1. I ,�, . -,, I �, � �, , 11 I -, _. _____1___, 1< , , . \ I i I i , i I',- - , ", -�, � 1- � �, ___ � "), 1.4 'k \ \ - 1 1 U1 I . ,�, \ . \ \ \ � \ \ \ -, I I -,. i,'m 4�i'6 ��Ic 1? .1 , " ,. 1, ,,, -\, \ \ CHECK DAM 3.20 � I 1 ; I i I I I I , i Q, . 5 f 7 1; _Q-� � �\, \ I , \ \ \ I 1\ 1� ." 11� I � 1, �, I . I 10,\ I I ! i I - / I I � � \ , 1, 11 , , -7 114 �If - - I --- �a,i­,-. ­ \ - , V,zl- I \ . S � � 1 I � I �,,i , i � " , 'Pt 4,98'- , " , \� Z_ , � , , I I I--. 986- 11 J I , I I 1 1 \ \ I ? 11 (11. � (I \ 11 \1 \ , - ��, I � I 1� . 11 � I I i i I Ill l I 1, , � . ., ,-, - - -- 111.1 Y 101 \ ",\ \ I , I� I I i I 0 I \ , I'll , P�R�,Fef I'DA obt-aowo o'12po , 1� \ '\1 \ __ , . , \ . - - I -, \ -1, " ,� �. I � � � , ", L, I \ l I CM � , , , 1, - �_ , I\ � ; � \ � \ III. ,� I " "I" � �, ,� 1� � I 11, I . I L I �� �-' i -,� , I I 1 I I 1 1 1:I I I X , t " 1, , I , 1. I 11, �, \ 11 L - I 1 1�4 \ I \ \ I I I � I 6 - ,i,_ "1_1`1� � \ � ��, � it� , \ - \ I i I i I i , l I � I , , \ , \ , lT'STQ 45 \ I , I I I i . , �, I \ � - , _� 1, _-1 I '\ " " - ir_- I __ i�� 1, � , ! ; j I 1 �� - �. I \ , "��, 1l, \ \ \ , \ " � �, \ \ _\ -,, � 1 \ k - - TEMPORARY SEEDING 3.31 'I. -�!,� 'I \ , 11 ,,, , - I -", - % _�� � RIP, ' .\ � 8 , I . 11 � � 1'� ., " -, \, 1.�,� ,., "., 11 ,,\ \ \ I ! I � 111:1 j I 1 __1*1 i .. I I �, - -* � , \\,-,:- -, � I i ! 1� 11 V I %, 1� .11, \ % \ I \1 I �"_ �,, 1, \ 1, , 111, \ I- I " 11� . 1, I \ \ .-Ilp"I N / � \ I I i I - 1� I" � I � "1 \ �­ \ -, � \ , . I i\ \ \\ � I , I � I \ \ , I I I.,� I .\ I 11 1, - N _N I\ \N , I 1 � I I I 11 I \ \ I \ li ', I 1, \ , \ \ \ " � ki), �'.�Z-7' - I 1 1 � 1��L , il , , I \ _U \ \ � I 11 I " I . 1, I I � � 1�\11, 4, -4--l' It 't 1\ . \ t 3:: - i , I \ , \ \ \ 11. � \ � ), 1� -� �1. __,� . - I , I , - 11 , i I I , \ \ \� \ \ \ �11 ,�,�� \ i.'. "� . � " j \ \'� I I � 11 ,I 1 I 1 i 1, � I 0 - k, , , " t "t 11 . \ \ I \ \ � I . =IDN " I" i I I 1 I 1 11 1� � \ \ \ *1 \ \ I (F) PERMANENT SEEDING 3.32 . I I � i 1 I I . 0 \ I, 1, "I ,� I I � . ­ - � i__ "A 1 ! � i � 1 I I � 0 i � I i \ \ � �'_A \ \ \ I'll, I \ �, � \ " ,11 \ ""'t" � \ 11 I � \ , 1�\ , I I �, I I \, \ _� , � � . i , I , ­ -- --- ��'>, I, � , � i iI � � I , I \ 11 I \ `� 1, 1� I - " \` " � I \ I \ � � l \ \ \ \ \1 \ ,,, I I " � , - - \1\ - I I , . � t �� -1 I I I I , ., \� ,, � I 11 - �1�11 I \ I \ I -, MULCHING 3.35 - \V -11 Il. I �� , i �l � , � ; I I \ \ \ I'll I- . " \ rlll� \ ,,,/ 11 -, - \ \�,_­-' \ I I \ -) 11 I V -1 `1� 11 1� I ..� � \ - 1 , I i I I I I 1 it , \ I , \ I \ . II, \ \� _11�1 A � , i I 11 i � � \ \� \ \ I , \ �\ \ i�`�\ \ / \� \�k *�<_� i i � I - � "'i, I � \ I �If�. \ \ \ -, - S , "?_?e- ) I I I I I I � I 11 ,\ \ \ 1\ I" - , *_�, 1, -, I I 1i 1� il \ , - __ 'I-- \ A - � ,��", / " , 1 1 1.1 1 ,4 � `1 , \ \ \ . \ \ I 32, . /!T \ I \ � - I - - � 'E)� I * "VIRGINIA EROSION AIND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER (TYP.) i � 1: IL 1% % I --,. 11 \ - , , \ - -1 !, / 1`1 �N 11\� --- \ it I / / / . ; . I I \ \.........��\ - , �&, \ , --.-- �, \ I I / / \ " . �1,,� I / // / /// , , // I I i , \ . *1 1� , , : I � % N,*� / // /I / / , . , � 11 I % � " , I IP A \ , \ I ­ .- ,_: -11 � ) ­ - L�\ '� , 11 \ C � ! I _\ \ I 1, \"I--,- / / / , , e 11 � i I , I \ \ ­_ __1 I PS MU - \ \ " NOTE: SILT FENCE THAT IS WITHIN VICINITY OF RWSA SEWER LINE SHALL BE I I / , ` , //111 11 lw� I I I � � I \ I ,I \ I \ \ , \ _ _ - I / N , I ,< / I , , � , / /// 11 �, 11 � 11 . � \ , 'I, - , 1� i�> \ __,)� , , -1� 11 �\ ,- / /,, / / 1, 11 _\ 1p ____0, \� . \ \ I k__ I ....."..';_ I , \ , �,,, ... r./ / I . 4tel.t I ;;;;���� I IP ... �� 1, - IP ___1 , , , ' \ PLACED CAREFULLY TO ENSURE LINE IS NOT IMPACTED ... ...... . � I//,,/ / I '-- , / �1\ . ............. ...... .. ............ - �� / �//// , __ ;� �/, __ . / / , IP I ................ 17� � - .,/ / <�\ / ,/ A , -11,11, \ \ I , - - _ 1�/J�/� 1.1/ / "I'll \ \ \ \ i - ,_ "" / / 4 - - - - - - - - .\ - - --- -,-- / RWSA WILL REQUIRE CCTV OF EXISTING SANITARY SEWER LINE BEFORE AND �_ .- I ,, ." - - I . � - \- - -1 -1 I 11 - / / / I " __1 I -1 - - I AFTER PROJECT TO ENSURE NO DAMAGE OCCURRED. --' - _,,", <,, ,�_ _�­ / ,�.� 11 � - I `� � /1, `� - - __ // V, I I 1_1� � - / �/�/ , I' \,-\\ - --I- :--,-"- , ", 1� A/ / I 1, / 1 472- . 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I / -.:�- -7,o/;,,�_,�!� --,, ,7 1 �­_, �1, _��W/ \ - Ile_ I � \ - - I I I daggett + grigg architects pa I 00 1 Oth STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434,971,8848 F 434.296.3040 1 . 0 0 0 * 0 I`00 0 0 0 TIMMONS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434.295.5624 FAX 434.295.8317 . . . . V, 0 , I, � I, U CRAIG W. j, OTARSKI � Lic. No. 02048507 I'd 0 6�17\13 , I `1`%, 0- - _ I - USE OF DRAWING uv riu i oi.ALr uKAvvi v. i no ,,ontractor shall take field measurements and N"' verify field conditions, and shall carefully oompars, such field measurements and conditions and other Information known to the Contractor with the Contrad Documents before commencing so"os; Contractor shoo carefully study and campers ft Contact Dooum#ft with each other and with Information furnished by the Owner and shall at once report to the Architect inn, Inconsistencies or omilsolons discovered. If the Contractor performs any construction sclift knowing ft InvoWs a recognized error, Inconsistency or omfoolon In the Contract Documents without such notice to the Architect the Contractor shall assume appropriate responsibility for such ptriformanct and shall bear an appropriate amount of the attributable cost The Intent ofthe Contract Documents Is to Include all Items necessary for the proper execution and completion ofthe, Work by the Contractor. The Contract Documents are complementary, and what Is required by onis shall be as binding as 0 required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably Inferable from them as being necessary to produce the Intended results. In case of onflicting requIremonts, the more stringent requirements shall apply, without change to Contract Sum or Time. Organization of the Speciflottlons Into Willori sections and articles, and :irrangement of Drawings shall not control the Contractor In dividing the Work mong Subcontractors or In lasUblishing the extent of Work to be performed by any trade, Information shown on this sheet does not authorize changes to Contract Sum or Time unless stated In a separate letter or Change Order. Information shown Is subject to the requirements of the Contract Documents. Contractor Is responsible for dimensions, which shall be confirmed and corrolatistil at the sit*, fabrication processes, techniques of construction, quaritill", the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work, Morey Clietweek Professional Center Fo*loi9Av9nL%AJI*=rIoCojA Erosion and Sediment Control Plan as Phase 11 REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER )MMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS I I I i i PROJECT PHASE: Final Site Plan PROJECT #: DATE: 1207 October 1, 2012 SHEET NUMBER: 0 Copyright Notice This drawing copyright 02012 by Daggett + Grigg Architects. The Architect retains ell common low, stahi and other reserved rights, in addition to the copyright on this drawing. Unauthorized reproduction or use ofthis drawing Is prohibited, including derivisfive works. da agent + grigg architects pe 10010th STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 moi•+♦ s 919 2nd Street SE Charlottesville, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Lzc. No. 0402045 :l. � 17 V-3 USE OF DRAWING uv mu, o.,ALt um mu. ine voMracwr shall take Held measurements and verity field conditions and shall oorNully compare such field measure rants and conditions and other informallon known to d» Contrsctor with the Contract Documents before commencing acdvida; Contractor shall carefully \1 \ I, 4y 0,111 y'EZ1,Vq \� 6 " - \\ \ \� . I \ \ I I I \ \ \ \.-' - � 1, k I --- .--g",--'; -_ ,Y. .> l c .-rte t_.. 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' VALVE0Z o r. e, \ ? a I u , } .,, \ AT VALVE,<} Ci , iT �' µms-' \ SHALL BE CLOSED AND' 2:" iLT`$*�° �, `lt'\ ` �\ `, r ? ;, \ � (ISE SAS ISOLATION VALVE.'""° $ EE -ice''` ,• a* /�\\ d` Ric .,1,�"�. \ 11 \ S} .. )J \ �, fir,, t\ 4�+ 'y, t��' ~ P� ' Aj VCHS _ Q \ 5. 11,25° �'\ m 's'� x, 2.5° \ Y' '� , ° \ \ \ - _ 1\ \\ , \ - -\,(r � VERTI L \' �0 " BYPA �' BEND \\V11 � �\ � � S \ � l= __ ._ %` \1 ,,=, ! ENDS h N= 10 X$ TEE \ ' \ __1 \ 1 "' t� Z5j �L Iq, \ �N i� 2-10 �A f ,'�'9� • / a - Tl�ANSFORMER fl ` Ik \ ` \ C .: rr'"> ■ \ " QV :RHE46 UTILI i IES TO BE --- \- ' �0..- '� \ `, \ r2 , \ �I a I t �) BORI ED FROM THIS\LOCATION .ja► �Z;' . .jll� A \\ �.--'\' B - \ ,TO LOCATION .\DICATED ON O �j'I'j <' 7` � � '' �� \ �A v _ /' / \ f NORTHWEST CORNER OF SITE ``-�' �, 14' # ■ OO'`- - \' ; \--11 }. \ CT I � A ,' - ',-- ' 14"EXI'STING `---- -ILWILD C \ .- �. 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REDUCER-' _--- - . \ t --.- \ `'S ( --- i 'r rill %� s�":; i`:i'}r l ,. rs ,l• .4„ 1 -+;t ,�t;,,r; �:�:. ��sJF,a0', =i,... _..,_,T r URE ACSA /; , _.. i :. s ,%° 1 .,_ ", .,_ . >�,, __ ,... ,-r ALVE / _ -FUTURE s ., j /, i ,' > __..._ SRIm 0 EASEMENT \ ' l 1 _ _ - ,— _.. r I rft"f��+ 6' 04' ;%i"j` 200 Fj } $ PLUG ,.. _ , - ,,, ,- �-�•.. / �-_ ! / _ " 1 :'P a, a - ABUT ENT y / r# -_,_.. -.:. ._. .. _, �o -. I , f t %'1 r ! � -� I T✓vM< f I ,..' L ...'1.. ,.' :' .,is. s..{�. t,[f _ -...l , 1 4:. �, .'-'i� M —11 _. __ __ .._ _ _ _ _ _ _ _..__ _. ___ __ ___ 1 - i r r , _ P ` J a 11 s C� � � ,� ✓ A - C��3 ~ .,r- EASEMENT, - _. }, 7 1 ........ K. . I - -" \ __. ,7 _ _Y , I ` , L, J , , I I "` , PEDESTRIAN _. - _ , - ;, ,._ BRIDGE WITH -% %% \ , _, , ._ - - _..._ _._ I HANDRAIL. SEE - f /r fr j' j; , - - ;,., ,r t, \ -. _ - _ "..�`�....► ; ' r: - \ {pec.=.:- - /' i > ._ -,,_._ DETAIL \ / - zn,-. / I __, _._ - - - �,.__-- - ■ _ - r_, - - JACK AND BORE \_- / /; /:` �,. LIMIT O F _ .; <, > rj - / + - , ,� , _, ---- WATERLINE UNDER \ _, ' ``—---�--_� `-- ,f j'! I 11 �n/, , _ - - - i / l t ' `r _,., .m_..,_. \ ,, - ""'�- ,/ x; , EXISTING ROAD ' +ROAD PLAN _._ , _ , .,.., r -_ _ ,. ,. � ,, _.... y �— / > :t f1 - J_ Y _ _ i < 21 1, a ,.� q. ._�, 1 ( ,.\" - , _� - '�1/%'.r=-, 7 f, r7. r I .y BY OTHERS _ _ ' - I _ �' - i z f 1 / - 0'ln _ t END _. ( 1, \.. 7... °;, aa..,- E \, r, tr _...:. s' ". �JJ"'�•"'-{•�- -.-..- _.-.__. \ "'"". -- ._ _..___. Jt• ,: -+.: _ - - _ :. IJ„i-Y, --'_i r - . -. �_ I FSI '�- - 11 ,- P, _ -` O } H.- - _` f _ - _ _ N%: u� } i"`"---'/ j!f. \ , Ur '.� •r. -.,._ .. .. _.,- f, _ - 'C��r1 _ _ _ _ - - _ r t ,,,,! ,t ��'-� "^�„�,,,�`1 f-1T+� ..,..'. __, - ` I - _ _ i i , __ ii , ``— ___�� , j --- 'I, - , --_ i - - _- 1.� -; ' h - - ­- __ - aae� ti \1 ___­ 1/ F . . -1 I . I ___ r!!� �__'_._ _ I - _­ - -1- - _.,_ I i . . , I- 11 - - _. _-Z1 ...... _ .,­:/ , I i \ ---, ,,,,-.,_ i ,)_ r,. — -__ __. \�1 '. ) t 1 j`, - -1i" , ___/ / { ; -. , - _ -- ? '' _ -E 1 / y-,—'. ­�,:� , I ; r' __t Z, , i ___- - ( I ­)_ . // NotAI . , . __ , _ \ / ; t % , - / 1 I--,' /1 t/ fTRACTO,RSHOULD ATTEMPT 11,254 BEND ; - '` ` ' r.. ' 1 ! V _ WATERLINE AT 3' OF COVER r ;/ '\,.._., ! , 1 T� ',:,, _ _ ' , �. �`' _ 2 IF,'POSSIBLE. ...., ` ,} _, i "/ 1111 J ., , 11 11 254 BEND ' ' - , - - _ \ „_ _ \ \, ° Pig / `, . Z4” - _ _ `� HORS WILL BE REQUIRED ON r y 1 ; `\ \pFFs = _� V-- ___ I ,, y r _ IF\,THE SLOPE EXCEEDS 2O . -; �1/ ~ `"`` __ , s�, _ \. JACK AND 0 ATERUNE h i ` I i-!-, _-� r,� ___ '_ / _!, <r ,F _ \ UNDER EXISTING' RAM ` ` / i,. - ;. I � i,x _ I 1-11,, I / \11,OPEN CUT IS PROHIBITED i `- 7 \ / i - r - '' - \ / 1. \ / t r ,/ f : t _ . 1 Y 1 _ _ _ 1, I 1 r" _ - " _ .._._ \ - -_ ` _ - __ -- w. -�� `_ I .> l 1, I 1 I I �� !1. ?� r f i1 V l r i `\ ter, I—, .,.. \', EXISTING WATERLINE (!= _,__,' ! I'�f !:f'j 10"X10" TAPPING \ �- :"`',, TO BE ABANDONED ? ,I•. ;`-. -' t ; r SLEEVE & VALVE t'' i rf r ; { ' ; - 1 i r /� r 0 BEND z 0 „- y' 1, 4 // I £^ e �- ` i / ` r NTE; THE CONTRACTOR SHOULD ATTEMPT -' f �' CUT AND CAP ONCE NEVI" i �'" ;' j; T INSTALL THE WATERLINE AT 3' OF COVER �� \ /, -" , LINE IS IN SERVICE AND , �; : /% i ``'-_ AND -IVO DEEPER IF POSSIBLE. / f' �` /-/ /�' ;` �,--t. OTHER SERVICES HAVE BEEN / r >, / -, �i / { _w SWITCHED TO THE NEW LINE, r` `11 _;.� / ._\ i Il/ '/ /`(,,, CONCRETE- ANCHORS WILL BE REQUIRED ON _ AFTER LAFAYE17E SCHOOL f THE WATERLINE IF Tk(E SLOPE EXCEEDS 20%. \' %,I// 1 / %` -'` INTERCONNECT HAS BEEN :� ` I / / j � MARE. CONTRACTOR TO LOCATE EXISTING 10" \ > 11 I / -` / l -.f WATERLINE AND TIE-IN BEFORE 904 BEND, t t ' ` t / \� f / / / ` / _ REMAINDER OF WATERLINE TO BE ABANDONED :: \ / / // f, / r-- ' - � FROM TIE-IN TO PROPERTY LINE, REPAIR " > ^_-', \ 0 t/ / /` 1 .17 in LI M ITS O!� CONNECTION N POINT TO EXISTING G WATER LINE- _ ASPHALT AS NEEDED FOR TIE-IN ON, ,,� �� s v '-- ` / / / J ,f,� ��`> ' 1',/ if ROAD PLAN MUST BE AT AN ACCEPTABLE DEPTH TO ACSA. - - %= \ y f 1. I'll1/ t __ ' /,.;L �. J t _ — , `` f ( BY OTHERS \' ,, ', / f / f' ' f j^ � J / //f 1 /J/ �. i \1 � .I f; f ': / // '­'" r" , fr / f J ZZ, � / f, 11 I f 1 ` �.: `� /, f� r ,. " ' / 1 �`F;, . lz "�,,! 'z 11 rte / .�, f rf r'" ,1 r..- :`\f /- �. 'L \ % /, f„ r r ,- , \ ' ' / AIA 1 ! / � ,' - \ II ( ( / ,;> // � - f f/11 " - 1,% SCALE I"=30' rI / ,' / / J i P l ,- ,, ,, '- rr 1 r-'",-- 0 30 60 ! r r ��% % , Fr f t ,f \ .•9` 1 f r ' 11 r ', , � 1/ 1 �'F 'r { ,' ' \ '' ii , / ! da sseft + grigg architects pe 100 10th STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434,971.8848 F 434.296.3040 00••t/*. 0 0 TIMMONS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434.295.5624 FAX 434.295,8317 www.timmons.com - - . 'IH O I C? U CRAIG w: J. OTARSKI 5., Lic. e No. O4o2048507 .a�- � ( 17 \ y 3 , �sIpNAL USE OF DRAWING uu "v i o,da.n urrr vnnj. i no t,ontractor shall take flow measurements and vorify flow conditions and shag carefully compere such Heid measurements and conditions and other information known to the Contractor with the Contract Documents before commencing activities• contractor shall carefully study and compare the Contact Documents with each other and with Information furnished by the owner and shall at once report to the Architect errors, Inconsistencies or omissions discovered It the Contractor performs any construction activity knowing it Involves a recognized error, inconsistency or ombalon in the Contract Documents without such notice to the Architect, the Contractor shall assume appropriate responsibility for such performance and shall bear an appropriate amount of the attributable cost The intent of the Contract Documents is to include to items necessary for the proper execution and eompiedon of the Work by the Contractor. The Contract Documents are complementary, and what is required by one shall bs as binding as g required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and ressonably Inferable from them as being necessary to produce Intended case of conflicting requirements, the more stringent requirements shall apply, without change to Contract Sum or Time, organization of the Specifications Into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dMding the Work among Subcontractors or in establishing the axiom of Work to be performed by any trade, Information shown on this sheet does not authorize changes to Contract Sum or Time unless stated in a sops" letter or Change order. Information shown is subject to the requirements of the Contract Documems. Contractor is responsible for dimensions, which shall be confirmed and correlated at the site fabrication processes, techniques of construction, quantities, the coordination of his work with all other trod" and Subcontractors, and the satisfactory performance of his work. Morey Creek Professional Center Forbine Avenue, Albemarle Co,, VA Offsite Waterline Plan REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final Site Plan PROJECT #; DATE: 1207 October 1, 2012 SHEET NUMBER 0 Copyright Notice This drawing copyright 02012 by Daggett +Grigg Architects. The Architect retains all common law, statutory and other reserved rights, In addition to the copyright on this drawing, Unauthorized reproduction or use of this drawing is prohibited, Including derivative works. ts IN dV 04 r 9 5 o� � ~~~ o n All �3'REENNV\YEASEfAENT C[}N�ECT�NG FONTA�NEAYEMUE / o °o' AND pA��BL�G-1�]T��|LT[ BE - n ` ^ ������E����CDUM� / o - / / .°��~ / \r\ / o `` o ' /, `�~ ` / � / / \ � ' -�~~ - / /C Ll T,41 / / ~ {� ~ -.- ,�' ~~ ~`.. -- / � / , / _ _ , ' _ _« `�~ �~ ,`.. ` \ / / If 134 -�o_� ' ~~~~``. Ii � � / / '/ '416 11W ` \ \ '\\ \ \ `o \ ��� � \ \ \ \" `. ~�`~ / \ �~c�~ ~ ~ ' '� ~ ` ` � \ � ~ ` ' " / \ ' ' \ ` \ -'~ -``` '57 6 / �' ~ / - | � ~~ \ `-�- ` � / / ' o/ ` \ - `` / - ~^ ' / -`~4' / / | 108 iv 3 46 /46 112 (114 IW R09'0 DRAI f It it W!441-1 FROM PARkkd RAGE) TIE TO 01 ST STEM Arl Ci 011 M, 430 i 129 CD qu 11 8 Yz co n. STIR INV IN INV OUT LENGTH SLOPE 206 -- 205 205 451.99 448.55 66.81 5.00% 204 -- 203 203 448.55 448/40 19.81 0,76% 202 -- RAIG W. J. OTARSKI Lic. No. 02048507 201 20% 44830 44006 32.64 0.74% 200 - - - - 144 - - - - __------`�u-��N----- 143 449.42 449.04 18.99 2.009/o 142 -- Professional Center Fontaine Avenue, Ablinarle Co., VA Grading and Drainage Plan 141 I41 449.04 4/8.34 46.00 1.52Y6 140 - - - - 139 472.08 471.91 16.79 1.01% 138 -- PROJECT PHASE: Final Site Plan 137 137 471'26 47030 32.04 3.0096 136 - -~ - - 135 46637 466.05 32.37 0.99% 134 -- 133 133 459.38 459.00 37.83 1.0096 132 - - - - 131 448.15 448.03 24.00 0.50Y6 130 -- 129 129 446.95 446,71 24.00 1.00% 128 - - - - -=~� 127 . 47O�� . 4�9�� 36.8� . 49 196 ' 126 -- 125 l25 469.73 466.87 1E0.52 1.50% 124 -- 123 123 46677 464.27 125.28 3.0096 122 -- 121 121 46417 461.06 80.86 3.50V6 120 -- 110 ,1u xcnox xIZonn mIZ CA C C,cf- DO 118 117 458.90 453.99 70.09 7�01% 116 115 453.89 450.60 34.65 9.49% YD 114 VDOT S-rq CLASS I 113 450.50 449.38 22.36 5.01% DRY RIP RAP V 11-15 TO P2M PARKI 0=12% L2=19,.5' 111 447.93 446.71 162.26 0,75% 110 109 446.71 445.87 134.78 0.62% 108 125 6 107 445.87 445.61 13.00 2,00% 5 103 14 YD INV IN 441il 105 445.51 444.37 5,7.00 2.009/o Im IS VDOT STD CLASS Al IN�\LIUT 443,66i 0\ 104 -DPY--RIP RAP EUM 453 103 441.42 441.10 31.85 1.00% 24 4 Di- -INV OUT TIE ROOF D RkAINS�Td ST. 'ADS BAY SAVER -'12"HDPE I N IN 446 06 ly STORiLTER OR CON,NEqTION. SEE PLUMBING - EQUIVALENT HEETS FOR i. LOCATION A LEVATIO INV 448.010 W 77 139 11.7 YE RIM 450.60 45 VDO INV 446.80 T,tTD CLASSAl'\ b\ LOP 18" NYLOPLAST\BASINS, 4615,15 LOPE Ob 00oo, PE) oll 20 61 LAST < dF 18 NYL BASINS RIM,= 467.56 urP 11A LIIVIITS OF ROAD PLAN ROAD PLAN BY OTHERS 6 V TZ -7 VA L BY OTHERS RIM PART 456.50 DI -1 - 15" RCP 452.40 D|-3B,4'Throat - 15" RCP 452.40 D|'38,4'Throat - 15" RCP 449.41 E5-1 453.92 MH -1 - 15" RCP 458.92 MH -1 - 15" RCP 447.46 DI-313,6'Throat - 15" RCP 478.47 D|-BB,6'Throat - 1S''RCP 472.73 D|-313,8'ThYmat - 15" RCP 455.47 D|-38,8'Throat - 15" RCP 454.55 D|-313,`8'Thnoat ~' 15" RCP 451.95 D}-3C,16'Throat ~- 1S''RCP 477.45 D|'2(,8'Thn]at - 15" RCP 477.80 D|-3C,6'Throat - 15" RCP 478.39 D|-313,4'Throat - 15" RCP 472.50 D|-313,6`Th,oat - 15" RCP 468.55 MH -1 ��n RCP _ 466.35 O|'313` 6- Throat " - 15 RCP 459.45 D|-313, 6'Thr¢at - 15" RCP 456.50 0-1 - 15" RCP 454.50 MH -1 ~' 24" RCP 451.90 K4H-1 - 24' RCP 453.93 MH -1 - 24' RCP 453.90 MH -1 - 24' RCP ^- .� 453.40 MH -1 � ~~ 24' RCP 453.58 ES -1 " � m Z_ io, 60"�o 100 1 Oth STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 TIMMONS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434.295.5624 FAX 434,295.8317 RAIG W. J. OTARSKI Lic. No. 02048507 17 AL USE OF DRAWING vv rivi otALe; ummmu. i no vorltracw shall take field measurements and vertly field conditions and shall carefully compare such fWd measurements and conditions and other Information known to the Contractor with the Contract Documents before commencing &*4n; Contractor shell carefully study and compete the Contact Documents with each other and with Information furnished by the Owner and sholl at once report to ths Architect error*, Inconsistencies or omissions disocivered. If the Contractor performs any construction scli knowing it Invol"t a mognized error, Inconsistency or omission in the Contract Documents without such notice to the Arabbot, the Contractoir Mill assume appropriate responsibility for such performance and #hall bear an appropriate amount of the attributablo, cost The Intent of the Contract Documents Is to Include all Items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are complementary, and what Is required by one shall be as tolmllng as ff required by all; performanco by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably Inferable from them as being necessary to produce the Intended results. In cost of conflicting requirements, the more stringent requirements shall apply, without things to Contract Sum or Time. Organinflon of the Spalfications Into divisions, sections and articles, and arrangement of Drawings shell not control the Contractor In d1hrlding the Work among Subcontractors or In establishing the extent of Work to be performed by any trade. Information shown on this shoot does not authorize changes to Cor&M Sum or Time unless stated In a separate [Nor or Change Order. Information shown Is sui to the requirements of the Contract Documents. Contractor Is mponsiblo for d1monsions, which #Ihall be confirmed and correlated at the ello, fabrication processes, toohnIquot of construction, quantities, the coordination of his work with oil other trades and Subcontractors, and the satisfactory performance of his work. Molvaley Creek Professional Center Fontaine Avenue, Ablinarle Co., VA Grading and Drainage Plan REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final Site Plan PROJECT M. DATE: 1207 October 1, 2012 SHEET NUMBER: CopyrightNotice This drawing copyright 02012 by Daggett + Grigg Architects. The Architect retains all common low, statutory and other reserved rights, In addition to the copyright on this drawing. Unauthorized reproduction or use of this drawing Is prohitilled. Including derivative works. daggett + griagg architects pa 100 10th STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434,971.8848 F 434.296.3040 TIMM©NS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.tlmmons.com O�,l VALTI1 U cR)IUG W. r. OTARSK1 Lic. No. 0402049507 kr�'fo , 17 \13 A,- y ' sNNAL � USE OF DRAWING uv nv I at.tu.e urcwvvrdc,. h no t ontm*r shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions end other Information known to the Contractor with the Contract Documents before commencing activities; Contractor shift oarsfuily study and compare the Contact Documents with each other and with Information furnished by the owner and shell at once report to the Ambitsct errors, inconsistencies or omissions discovered, If the Contractor performs any construction activity knowing it Involves a recognized error, inconsistency or omission In the Contract Documents without such notice to the Architeck the Contractor shall assume appropriate responsibility for such performance and shall bear an appropriate amount of the attributable cost The intent of the Contract Documents is to include all Items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documsots are complementary, and what It required by one shall be as binding at if required by all; psrformanot by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably Inferable from them as being necessary to produce the intended results. In case of conflicting requirements, the more stringent requirements shall apply, without change to Contract Sum or Time. Organization of the Specifications Into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade, information shown on this Most does not authorize changes to Contract Sum or Time unless slated in a separate letter or Change order, information shown is subject to the requirements of the Contract Documents. Contractor Is responsible for dimensions, which shall be confirmed and correlated at the she, fabrication processes, techniques of oonstrucdon, quantides, the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work. Morey Creek Professional Center Fontaine Avenue, Albemarle Co,, VA Grading Spot Shots REVISIONS I I�12/3/12 REVISED PER COUNTY COMMENTS 1 1129/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final Site Plan PROJECT #: CAFE. 1207 October 1, 202 SHEET NUMBER; C5.1 Copyright Notice This drawing copyright ®2092 by Daggett +(Trigg Architects. The Architect retains all common taw, statutory and other reserved rights, in addition to the copyright on this drawing. Unauthorized reproduction or use of this drawing Is prohibited, Including derivative works. a 9L ig N 0 CI 0 J I X1 :/v v -n GREE-NWAY E�,411J_E SO, v CO N,'\,E,--r i �,,l c� 4 V, -12D TRX' TO B' -"- N 4� AND PARCEL ",16 X C' TY 'DBY"I'M C)(4'Il CONTRUCT' 0 - 11 71, C�1_ 01 "N N, j 0 y "o 0 0.11- 0,7,' 9_; 5 3, Y. /* N A 132' 1, 1 " /1, 'I" kb 21 - CUR VE TABL 0 'A, 0 ­Wv '� 1 C�HORD BEA iiR G 47hk, Lia, L EF�JV 6F A I. 6"M ce,_,w vy,� r?'a"irov, L 7]4 1f6 M, 134 C4 45,246' 1,30, 1V 70, J, 1b, -7 _d 5'1) 90' 3977 20!��,9-1' IS 1�34 V Y 1" -3, 7 4 �5` f it t -6 1 1 _24, I 4'05� 16' 1 204.791' 1 20 `341 �32 1 "W 40 5"4', 746' V 1531 45, N 53 7. 68' 73, d 7' 0 2z 1 16 ------- ---- ---------- �I3, 2 ­ INN, 66�' 0,J Aj '0`07' "Al X 4 -10 -l", '.0of X -0 T T 0 `56 15j `4322'jW 6 Z `67 4 0, 9 0 1 z9` `,�38'03" N1203540"EF 1 41 -1, 13' ,23. 79' 4' 4 C12 "k - ?"115 w, 00, 56 7,0` 1 41,52" 10f5`1 7441" 1 11,11111-73 136 1_112 63 C> 0. 00' 75�06� 1 43 71 "4036 1 3,33' bc ch3 I O� 34 7,,2 26; (D \V df 7 �11 1, 29,84 29 U. 4 68 A --- ---- -- -5_ 118 112 8, 124 0 5, 16' 1 201, '7 1 20'34`3Z? 34/ 1" * Z� AIV f 41, T 17 7' 4 14 I It 0 1 0 14 U. P4 Y.J5 N'/' OP4 �3� Z71 9), i I - j �I� A 1114 I I I / � / / , 75V A JAI! 0 02 264',3V 01 .-A It 4 -4- f ,A 77, N41 N, 6- 2 122 'A, f N, I Pit I Uj Ica A*I' Z 123 \A V, Wo' 4 7) Q- 50 07 0. 2 tit 7v�! 7� A-11 erTi 13 122 \ \ I I I __1A . .­n�',,r,.A \\ A24 V. Q).,� Q.99 0.90 1�01 6 T99 - 9 kA JG�o �'GAARA V, C_ Q Uj 4 1) 'S A M 1, 9� 0 1(0�3'107,17�2 a 124 -V 43 14 !0 V Ir ?t -), '7 -,1 VDO T v,, Y' 1�8 42 YD T STD CLASS I S ,j A 1,\1 0 A rN 1 1 _7 P 1 -1 11 , \ � \�" \ I � I 1� , X, r- SYMBOL KEY: N's i I I I I t 1 1 1 \ --i I I i , " ,,, I N I I Z 11. 127-18'. D=2' 0A 4 aiii �6 RM, � i "//" , I I I W1 =6', \A 0.80 L1=12' 0.85 L2=1�- 128 4�,3 A Q, 7 AREA C 108 j Q 0 M 125 'v 107 IV, it 103 'N 05 � �TR U 106 (A' 14 YD v, RM If 7 VDOT STD CLASS Al yX" IP RAP -DRY-- 3 MINOR DRAINAGE DIVIDE (D W1=3' W2-6' D-2' Z I �F it Cizi6, --------_- 141 V 7 \_X _Z, 4 T_� AY,1- 3- J - 'Ni it :I, 2 F -\, j 6 1, 1 \ -.1 V _y Ir rp N A 00 10 !�i 1"y 0.9,6 t it M"M W W C, 7 A, ij? N Q, 117 V Q QJ S\ 77 �O2 1,43 12pil 1(011 Le V,1' 7- 4" 126 N, R M I I - --- _� __11 1, - - _.. " I - -- 1 11 \­,'�\\'� k W A I tit 1 0 V FAI dill" 126 j X "N I t 54 V < �,v 1, X JN , \\N it \7 I'. 1�, 5" N 0.95� 0.90 VV6 f. 1139 V gA, CL Fem,7 t �X_rl r7., 77 t 1 1 - \ I \ " - I Z 1 r5� R I S " - I - X�, X U 1 jli' d 4, X, v t�17f. 11.7 Yq� 0\ N tJ14_1_ �, \,\ X '' ­ " I \ ,\ 1 452 DOT ST,� CLASSA.� V1- ZIP� kAAP N� i -V" FM ml� ' ' I ' I, I, N jA7 1 \DftY F 140 IN P;, CO 'X �A V V V 0 k 0, v, k \' 6 T4 1; �4 11 \ \ \ " `&, 3,\ \\ " � .08 0-56� 204 Ir I-0 II I F7 % V 2 6 7 \0 IN IN -I 111� am wim Wi 'y 'N IN W = N, N, t v� _7 01H E -D,\ 7 �\V, \Y') �\x \ , 1 -� I x V IF 0 4 T n, I E-,,,,, A sphgg�, -2- /,%� Z y 7, \\AVAII, \0 V J\ R 0 1 d1l F 4�7 WO A 7V N, 7 V N, j N, \�\X tO 7-- Z - Z12 'N 14, X\ 4F I , " , ,,, \ - " - , U�o 2S T IN 0? FD,1. C 0 L0 7' ........... V -Ev I gxi dl 10 ur�v �Tl A X, 0/-/0-___ I TMTTC r) P i a f SCALE 1"=30' t"l RRE f-', ',-fypmq of 41 0 30' 6 -A LIMITS OF ROAD PLAN ROAD PLAN S'' < BY OTHERS . ...... E_x Asphalt 67t, W BY OTHERS Ll .. ...... 'V( IN 11 a daggett + grigg architects pe 100 1 Oth STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 TIMMONS GROUP 919 2nd Street SE CharlottesvIlle, VA 22902 TEL 434.295.5624 FAX 434,295.8317 www.tlmmons.com SINLT4 0 U CRAICO, W. j. OTAR KJ!� Lic- NO. 0402048507 17 L USE OF DRAWING uv r4vt mAur uKAvviroo. i no ioftactor shall take field measurements and vorify field conditions and shall carefully, compete such field measurements and conditions and other Information known to the Contractor with the Contract Documents before commencing activities; Contractor shall carefully study and compars the Contact Documents with each other and with Information furnished by the Owner and Moll at once report to the Architect orrors, Inoonslaitanclas or omissions discovered, If the Contractor performs any construction activity knowing it Involves a recognized error, Inconsistency or omission In the Contract Documents without such notice to the Archlitsol, the Contractor shall assume appropriate responsibility for such performance and shall bear an appropriate amount of the attributable cat The Intent of the Contract Documents is to Include all Items necessary for the proper ex*cutlm and complartion of the Work by the Contractor. The Contract Documents are complementary, and what Is required by one shall be as binding as If required by all; performance by the Contractor shall be required only to the extent consistent with the Conftct Documents and reasonably Inferable from them as being necessary to produce the Intended results. In cast of conflicting requirements, the more sluringent requirements shall apply without change to Contract Sum or Tim*. OrganIzation of the Specifications Into divisions, sections and aftiss, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or In establishing the extent of Work to be performed by any trads. Information shown on this shoot does not authorize changes to Contract Sum or Tim unless stated In a separate letter or Change Order. Information shown Is subject to the requirements of the Controolt Documents. Contractor Is responsible for dimensions, which shall be confirmed and correlated at the site, fabirlosillon processes, techniques of construction, quantities, the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work. Molrey Creek Professional Center Foftw Avaue, Abiwiriiii Co, VA Stormwater Summary Plan REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final Site Plan PROJECT #: DATE: 1207 October 1, 2012 SHEET NUMBER: Copyright Notice This drawing copoght 02012 by Daggett + Gdgg Architects. The Architect: retains all common law, statutory and other reserved rights, in addftn to the copyright on this drawing, Unauthorized reproduction or use of this drawing is prohibited, Including derivative works. CP_ rN 1 1 _7 P 1 -1 11 , \ � \�" \ I � I 1� , X, r- SYMBOL KEY: N's i I I I I t 1 1 1 \ --i I I i , " ,,, I N I I Z 11. 127-18'. D=2' 0A 4 aiii �6 RM, � i "//" , I I I W1 =6', \A 0.80 L1=12' 0.85 L2=1�- 128 4�,3 A Q, 7 AREA C 108 j Q 0 M 125 'v 107 IV, it 103 'N 05 � �TR U 106 (A' 14 YD v, RM If 7 VDOT STD CLASS Al yX" IP RAP -DRY-- 3 MINOR DRAINAGE DIVIDE (D W1=3' W2-6' D-2' Z I �F it Cizi6, --------_- 141 V 7 \_X _Z, 4 T_� AY,1- 3- J - 'Ni it :I, 2 F -\, j 6 1, 1 \ -.1 V _y Ir rp N A 00 10 !�i 1"y 0.9,6 t it M"M W W C, 7 A, ij? N Q, 117 V Q QJ S\ 77 �O2 1,43 12pil 1(011 Le V,1' 7- 4" 126 N, R M I I - --- _� __11 1, - - _.. " I - -- 1 11 \­,'�\\'� k W A I tit 1 0 V FAI dill" 126 j X "N I t 54 V < �,v 1, X JN , \\N it \7 I'. 1�, 5" N 0.95� 0.90 VV6 f. 1139 V gA, CL Fem,7 t �X_rl r7., 77 t 1 1 - \ I \ " - I Z 1 r5� R I S " - I - X�, X U 1 jli' d 4, X, v t�17f. 11.7 Yq� 0\ N tJ14_1_ �, \,\ X '' ­ " I \ ,\ 1 452 DOT ST,� CLASSA.� V1- ZIP� kAAP N� i -V" FM ml� ' ' I ' I, I, N jA7 1 \DftY F 140 IN P;, CO 'X �A V V V 0 k 0, v, k \' 6 T4 1; �4 11 \ \ \ " `&, 3,\ \\ " � .08 0-56� 204 Ir I-0 II I F7 % V 2 6 7 \0 IN IN -I 111� am wim Wi 'y 'N IN W = N, N, t v� _7 01H E -D,\ 7 �\V, \Y') �\x \ , 1 -� I x V IF 0 4 T n, I E-,,,,, A sphgg�, -2- /,%� Z y 7, \\AVAII, \0 V J\ R 0 1 d1l F 4�7 WO A 7V N, 7 V N, j N, \�\X tO 7-- Z - Z12 'N 14, X\ 4F I , " , ,,, \ - " - , U�o 2S T IN 0? FD,1. C 0 L0 7' ........... V -Ev I gxi dl 10 ur�v �Tl A X, 0/-/0-___ I TMTTC r) P i a f SCALE 1"=30' t"l RRE f-', ',-fypmq of 41 0 30' 6 -A LIMITS OF ROAD PLAN ROAD PLAN S'' < BY OTHERS . ...... E_x Asphalt 67t, W BY OTHERS Ll .. ...... 'V( IN 11 a daggett + grigg architects pe 100 1 Oth STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 TIMMONS GROUP 919 2nd Street SE CharlottesvIlle, VA 22902 TEL 434.295.5624 FAX 434,295.8317 www.tlmmons.com SINLT4 0 U CRAICO, W. j. OTAR KJ!� Lic- NO. 0402048507 17 L USE OF DRAWING uv r4vt mAur uKAvviroo. i no ioftactor shall take field measurements and vorify field conditions and shall carefully, compete such field measurements and conditions and other Information known to the Contractor with the Contract Documents before commencing activities; Contractor shall carefully study and compars the Contact Documents with each other and with Information furnished by the Owner and Moll at once report to the Architect orrors, Inoonslaitanclas or omissions discovered, If the Contractor performs any construction activity knowing it Involves a recognized error, Inconsistency or omission In the Contract Documents without such notice to the Archlitsol, the Contractor shall assume appropriate responsibility for such performance and shall bear an appropriate amount of the attributable cat The Intent of the Contract Documents is to Include all Items necessary for the proper ex*cutlm and complartion of the Work by the Contractor. The Contract Documents are complementary, and what Is required by one shall be as binding as If required by all; performance by the Contractor shall be required only to the extent consistent with the Conftct Documents and reasonably Inferable from them as being necessary to produce the Intended results. In cast of conflicting requirements, the more sluringent requirements shall apply without change to Contract Sum or Tim*. OrganIzation of the Specifications Into divisions, sections and aftiss, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or In establishing the extent of Work to be performed by any trads. Information shown on this shoot does not authorize changes to Contract Sum or Tim unless stated In a separate letter or Change Order. Information shown Is subject to the requirements of the Controolt Documents. Contractor Is responsible for dimensions, which shall be confirmed and correlated at the site, fabirlosillon processes, techniques of construction, quantities, the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work. Molrey Creek Professional Center Foftw Avaue, Abiwiriiii Co, VA Stormwater Summary Plan REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final Site Plan PROJECT #: DATE: 1207 October 1, 2012 SHEET NUMBER: Copyright Notice This drawing copoght 02012 by Daggett + Gdgg Architects. The Architect: retains all common law, statutory and other reserved rights, in addftn to the copyright on this drawing, Unauthorized reproduction or use of this drawing is prohibited, Including derivative works. BAYFILTERTM SPECIFICATIONS PART 1.00 GENERAL 1.1 DESCRIPTION A. The BayFilterTM system's internal components manufacturer selected by the Contractor and approved by the Engineer, shall furnish all labor, materials, equipment and incidentals required to manufacture the BayFilter system components(s) specified herein in accordance with the attached drawing(s) and these specifications, B. Concrete structures and any appurtenances that form an integral part of the BayFiltefrm system shall be described in Part 2.00 of these specifications. 1,2 QUALITY CONTROL INSPECTION A. The quality of materials, the process of manufacture, and the finished sections shall be subject to inspection by the Engineer. Such inspection may be made at the place of manufacture, or on the worksite after delivery, or at both places, and shall be subject to rejection at any time if material conditions fail to meet any of the specification requirements. If a BayFilter system component(s) is rejected after delivery to the site, it shall be marked for identification and removed from the site. Any BayFilter system component(s) which have been damaged beyond repair during delivery will be rejected. 1.3 SUBMITTALS A. Plan, elevation, and profile dimensional drawings shall be submitted to the Engineer for review and approval. The Contractor shall be provided with the approved plan, elevation, and profile dimensional drawings. PART 2.00 PRODUCTS 2.1 INTERNAL COMPONENTS All components inchading concrete structure(s), PVC manifold piping and filter cartridges, shall be provided by BaySaver Technologies Inc., 1302 Rising Ridge Road, Unit 1, Mount Airy, MD (800.229.7283). A. PVC Manifold Piping: All internal PVC pipe and fittings shall meet ASTM D1785. Manifold piping shall be provided to the contractor partially pre-cut and pre assembled. BaySaver Technologies, Inc. 1 Designs Flow Treated Sediment Load per BFC',- (gpm) (lbs) Nominal 30 150 23 200 20 250 15 300 03131109 -Version 2,0 2.3 PRECAST CONCRETE VAULT COMPONENTS A. Concrete structures shall be designed for H-20 traffic loading and applicable soil, loads or as otherwise determined by a Licensed Professional Engineer. Thei materials and structural design of the devices shall be per ASTM C857 and ASTM C858. B. The minimum compressive strength of the concrete shall be 4000 psi. C. Cement shall conform to the requirements for Portland cement of Specification C150. D. Aggregates shiall conform to Specification C33, except that the requirement for gradation shall not apply. E. Reinforcement shall consist of wire conforming to Specification A82 or Specification A496, of wire fabric conforming to Specification A185 or Specification A497, or of bars of Grade 40 steel conforming to Specification 1A.615/A615M. F. The access cover shall be designed for HS20-44 traffic loading and shall provide a minimum 30 inch clear opening. G. All joints shall, be waterproof with wrapped gaskets or sealed with a mastic treatment. H. Any grout used within the system shall meet the ASTM C 1107 "Standard Specification for Packaged Dry, Hydraulic -Cement Grout (Non -Shrink)". Grades A, B and C at a pourable and plastic consistency at 70°F. CRD C 621 "Corps of :Engineers Specification For Non -Shrink Grout." 2.4 CONTRACTOR PROVIDED COMPONENTS Specifications for all contractor -provided components are minimum requirements. If a higher standard is shown on the plans or described in another section of the technical specifications, then the higher standard shall govern. BaySaver Technologies, Inc, 9 03131109 -Version 2,0 B. Filter Cartridges: External shell of the filter cartridges shall be substantially constructed of polyethylene or equivalent material acceptable to the manufacturer. Filtration media shall be arranged in a layered fashion to maximize available filtration area. An orifice plate shall be supplied with each cartridge to restrict flow rate to a maximum of 30 gpm. C. Filter Media: Filter media shall be by BaySaver Technologies Inc. or approved alternate. Filter media shall consist of the following mix. Sand media shall have an effective particle size of not more than 0,49mm, it shall have an angular grain shape, a hardness of 7, be 99% silica, and not leach nutrients. The media shall also include a blend of Perlite and Activated Alumina, 2.2 PERFORMANCE A. The stonnwater filter system shall be capable of treating 100% of the required treatment flow at full sediment load conditions. B. The stormwater filter system's cartridges shall have no moving parts, C. The stormwater treatment unit shall be designed to remove at least 80% of the suspended solids load, Said removal shall be based on full-scale testing using SIL -CO -SIL 106 media gradation with a d5o of 23 microns (manufactured by US Silica) or equivalent. Said full scale testing shall have included sediment capture based on actual total mass collected by the stormwater filtration system. D. The stormwater filtration system shall reduce incoming turbidity (measured as NTUs) by 50% or more and shall not have any components that leach nitrates or phosphates. E. The stormwater filtration cartridge shall be equipped with a hydrodynamic backwash mechanism to extend the filter's life and optimize its performance. Inlet flow shall be upflow. F. The stormwater filtration system shall be designed to remove a minimum of 50% of the incoming Total Phosphorus (TP) load. G. The stormwater filtration system's cartridges shall have the following minimum flow and sediment load capacities: BaySaver Technologies, Inc. 2 03131109 -Version 2.0 A. Sub -Base: Sub -base shall be six-inch minimum of /4 -inch minus rock, 95% compaction. Compact undisturbed sub -grade materials to 95% of maximum density at +/-2% of optimum moisture content. Unsuitable material below sub -grade shall be replaced to engineer's approval. B. The minimum compressive strength of the concrete for cast in place structures shall be 4000 psi, C. Silicone Sealant: Shall be pure RTV silicone conforming to Federal Specification Number TT S001543A or TT S00230C or Engineer approved. D. Grout: Shall be non -shrink grout meeting the requirements of Corps of Engineers CRD -0588. Specimens molded, cured and tested in accordance with ASTM C-109 shall have minimum compressive strength of 6,200 psi. Grout shall not exhibit visible bleeding. E. Backfill: Backfill shall be 3/ -inch minus rock at 95% compaction, PART 3,00 EXECUTION 3.1 PRECAST CONCRETE VAULT A. Vault top finish grade shall be even with surrounding finish grade surface unless otherwise noted on plans. B. Contractor shall grout all inlet and outlet pipes flush with vault interior wall. C. Sanded PVC fittings shall be used on all PVC inlet and outlet pipes. 3.2 ANTI -FLOTATION BALLAST (Where Required) A. Ballast shall be to the dimensions specified by the engineer and noted on the data block. Ballast shall run the entire length of the long side of the vault on both sides. Ballast shall not encase the inlet and/or outlet piping. Provide 12" clearance from outside diameter of pipe. 3.3 CLEAN UP A. Remove all excess materials, rocks, roots, or foreign debris, leaving the site in a clean, complete condition approved by the engineer. All filter components shall be free of any foreign materials including concrete. BaySaver Technologies, Inc, 0 03131109 -Version 2,0 WATER QUALITY ANALYSIS TOTAL PRE POST Ipre AREA IMPERVIOUS IMPERVIOUS AREA AREA Iwatershed Lpre Ipost Lpost RR (Lpost - Lpre) 12.61 Ac 0.24 Ac 3.31 Ac 16.00 5.58 26,25 8.23 2.65 TOTAL AREA IMPERVIOUS TO BAYSAVER AREA REMOVAL POUNDS Itreat Ltreat RATE REMOVED 4.23 3.07 72.58 6.78 50% 3,39 TOTAL POUNDS REQUIRED TO BE REMOVED = 2.65 POUNDS TOTAL POUNDS REMOVED = 3.39 POUNDS f ADDITIONAL 0„74 POUNDS REMOVED TO BE USED TO OFFSET THE MOREY CREEK OFFSITE ROAD PLAN DRAINAGE AREA = 1,727 AC, Q2 = 303 CFS Q100 FOR ADDITIONAL ROUTING INFORMATION, TITLED "SOUTHGATE STORMWATER REPORT"MANAGEMENT r OCTOBER 1996. NO ADDITIONAL ONSITE ROUTING IS BEING PROPOSED, AS THE SITE IS LOCATED AT THE BOTTOM OF A LARGE DRAINAGE AREA, FURTHERMORE, NO DOWNSTREAM CHANNEL ANALYSIS IS !REQUIRED DUE TO THE 1% RULE. 3.4 FILTER CARTRIDGES A. Filter cartridges shall not be installed until the project site is clean and stabilized or if the inlet and outlet pipes are temporarily blocked off, The project site includes any surface that contributes stormwater runoff to the BayFilter system, All impermeable surfaces shall be clean and free of dirt and debris, All catch basins, manholes and pipes shall be free of dirt and sediments, 3.5 INSTALLATION NOTES A. Contractor to strictly follow the approved design and construction specifications. Any substitutions are to be pre -approved by the inspector and design engineer in writing prior to placement of materials. B. The stormwater filtration system(s) may not be activated until all contributing drainage areas to each facility are stabilized. Construction of the facility shall not proceed without prior authorization of the inspector, C. No "rock dust" can be used for sand, D. Contact "Miss Utility" at 1-800-257-7777 at least 48 hours prior to the start of construction. PART 4.00 EXECUTION 4.1 INSTALLATION A. Installation of the BayFilter System(s) shall be performed per manufacturer's Installation Instructions. Such instructions can be obtained by calling BaySaver Technologies, Inc, at 1.800.229.7283 or by login to www.BgySaver.com. BaySaver Technologies, Inc. 5 03131109 -Version 2, 0 daggett + grigg asrchitees pic 100 loth STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 TIMMONS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Y � INL T 0 L d U CRAIG W. J. OTARSYJ Lie, No, 0402048507 USE OF DRAWING uu nu i bt,ru,t uKAvvrnj. ins contractor shall take field measurements and verity field conditions and shalt carefully compare such field measurements and conditions and other information known to the Contractor with the Contract Documents before commencing activities; Contractor shall carefully study and compare the Contact Documents with each other and with Information furnished by the Owner and shall at once report to the Architect error*, Inconsistencies or omisalons discovered. If the Contractor perform& any construction aetvity knowing it Involves a reeognlzed error, inconsistency or omission in the Contract Documents out such notice to the Architect, the Contactor shall assume appropriate responsibility for such performance and shall bear an appropriate amount of the attributable cosi The Intent of the Contact Documents is to Include all Hems necessary for the proper execution and completion of the Work by the Contactor. The Contract Documents are complementary, and what is required by one shall be as binding as It required by all; performance by the Contactor shall be required only to the extent consistent with the Contract Documents and reasonably Inferable from them as being necessary to produce the Intended results, In case of conflicting requirements, the more stringent requirements shall appy, without change to Contact Sum or Time, organization of the Specifications Into divisions, sections and articles, and arrangement of Drawings shall not control the Contactor In dividing the Work among Subcontractors or In establishing the oxtsnt of Work to be performed by any trade. Information shown on this sheet does not authorize changes to Contract Sum or Time unless stated in a separate letter or Change Order. Information shown Is subject to the requirements of the Contact Documents, Contractor Is responsible for dimensions, which shall be confirmed and correlated at the she, fabrication processes, techniques of construction, quantities, the coordination of his work with all other trod" and Subcontractors, and the satisfactory performance of his work, Morey Creek Professional Center Fonfelne Avenue, Albemfle Co,, VA SWM 1 BMP Plan REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final Site Plan PROJECT #: DATE: 1207 October 1, 201 SHEET NUMBER: C601 Copyright Notice This drawing copyright 02012 by Daggett + Grigg Architects. The ArchlW retains all common law, statutory and other reserved rights, in addition to the copyright on this drawing, Unauthorized reproduction or use of this drawing is prohibited, Including derivative works. N coo 0 sae BAYFILTER STORMWATER FILTRATION SYSTEM PROTECTED BY US, PATENT 8 6,869,528 6 i3UTLET UBBER BOOT 2 0 3 ,• Y TROLLEY f .a•'i C ,Y a 'A Is: 1 Y •x 6 7 S STEPS 9 O r' 48"X36" HATCH---. 1 y U B B E R BOOT INLET REV DESCRIPTION DATE APPR NOTES: BAYSAVER TECHNOLOGIES, INC. 0 YN<IINtiCRi\SiONMwAii1N.\�IUiltt.\J WW W,BAYSAVHR.CPM (♦� VAULT BAYFILTER MODEL PVF --8-10-10 DESIGNED: TEP DATE: 9/16/08 DRAWN, EKH SCALE: N,T,S, CHECKED: EKH DWG NO, BF -207 3.4 FILTER CARTRIDGES A. Filter cartridges shall not be installed until the project site is clean and stabilized or if the inlet and outlet pipes are temporarily blocked off, The project site includes any surface that contributes stormwater runoff to the BayFilter system, All impermeable surfaces shall be clean and free of dirt and debris, All catch basins, manholes and pipes shall be free of dirt and sediments, 3.5 INSTALLATION NOTES A. Contractor to strictly follow the approved design and construction specifications. Any substitutions are to be pre -approved by the inspector and design engineer in writing prior to placement of materials. B. The stormwater filtration system(s) may not be activated until all contributing drainage areas to each facility are stabilized. Construction of the facility shall not proceed without prior authorization of the inspector, C. No "rock dust" can be used for sand, D. Contact "Miss Utility" at 1-800-257-7777 at least 48 hours prior to the start of construction. PART 4.00 EXECUTION 4.1 INSTALLATION A. Installation of the BayFilter System(s) shall be performed per manufacturer's Installation Instructions. Such instructions can be obtained by calling BaySaver Technologies, Inc, at 1.800.229.7283 or by login to www.BgySaver.com. BaySaver Technologies, Inc. 5 03131109 -Version 2, 0 daggett + grigg asrchitees pic 100 loth STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 TIMMONS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Y � INL T 0 L d U CRAIG W. J. OTARSYJ Lie, No, 0402048507 USE OF DRAWING uu nu i bt,ru,t uKAvvrnj. ins contractor shall take field measurements and verity field conditions and shalt carefully compare such field measurements and conditions and other information known to the Contractor with the Contract Documents before commencing activities; Contractor shall carefully study and compare the Contact Documents with each other and with Information furnished by the Owner and shall at once report to the Architect error*, Inconsistencies or omisalons discovered. If the Contractor perform& any construction aetvity knowing it Involves a reeognlzed error, inconsistency or omission in the Contract Documents out such notice to the Architect, the Contactor shall assume appropriate responsibility for such performance and shall bear an appropriate amount of the attributable cosi The Intent of the Contact Documents is to Include all Hems necessary for the proper execution and completion of the Work by the Contactor. The Contract Documents are complementary, and what is required by one shall be as binding as It required by all; performance by the Contactor shall be required only to the extent consistent with the Contract Documents and reasonably Inferable from them as being necessary to produce the Intended results, In case of conflicting requirements, the more stringent requirements shall appy, without change to Contact Sum or Time, organization of the Specifications Into divisions, sections and articles, and arrangement of Drawings shall not control the Contactor In dividing the Work among Subcontractors or In establishing the oxtsnt of Work to be performed by any trade. Information shown on this sheet does not authorize changes to Contract Sum or Time unless stated in a separate letter or Change Order. Information shown Is subject to the requirements of the Contact Documents, Contractor Is responsible for dimensions, which shall be confirmed and correlated at the she, fabrication processes, techniques of construction, quantities, the coordination of his work with all other trod" and Subcontractors, and the satisfactory performance of his work, Morey Creek Professional Center Fonfelne Avenue, Albemfle Co,, VA SWM 1 BMP Plan REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final Site Plan PROJECT #: DATE: 1207 October 1, 201 SHEET NUMBER: C601 Copyright Notice This drawing copyright 02012 by Daggett + Grigg Architects. The ArchlW retains all common law, statutory and other reserved rights, in addition to the copyright on this drawing, Unauthorized reproduction or use of this drawing is prohibited, Including derivative works. N coo 0 sae JECTI I SHEET TIMMONS GROUP ENGINEER: CRAIG KOTARSKi ^ 30518 -SC -01 434.327-1688 CONTRACTOR: 30518 -SP -01 PLAN VIEW DAVE GARRETT ADS SALES REP: 804.366-4498 4 DAVE.GARRETTQa ADS-PiPE.COM PROJECT NO: 130518 VIRGINIA SCOPE THIS SPECIFICATION DESCRIBES ADS RETENTION/DETENTION PIPE SYSTEMS FOR USE IN NON -PRESSURE GRAVITY -FLOW STORM WATER COLLECTION SYSTEMS UTILIZING A CONTINUOUS OUTFALL STRUCTURE. PIPE REQUIREMENTS ADS RETENTION/DETENTION SYSTEMS MAY UTILIZE ANY OF THE VARIOUS PIPE PRODUCTS BELOW: s N-12`ST IS PIPE (PER AASHTO) SHALL MEET AASHTO M294, TYPE S OR ASTM F2306 s N-12"ST IS PIPE (PER ASTM F2648) SHALL MEET ASTM F2648 r N-12"MEGA GREENT"ST i8 SHALL MEET ASTM F2648 ALL PRODUCTS SHALL HAVE A SMOOTH INTERIOR AND ANNULAR EXTERIOR CORRUGATIONS. ALL ST IS, PIPE PRODUCTS ARE AVAILABLE AS PERFORATED OR NON -PERFORATED, WT iB PiPE PRODUCTS ARE ONLY AVAILABLE AS NON -PERFORATED. PRODUCT -SPECIFIC PIPE SPECIFICATIONS ARE AVAILABLE iN THE DRAINAGE HANDBOOK SECTION 1 SPECIFICATIONS JOINT PERFORMANCE PLAIN END /SOIL -TIGHT (ST IB): ST IS PIPE SHALL BE JOINED USING A BELL & SPIGOT JOINT. THE BELL & SPIGOT JOINT SHALL MEET THE SOIL -TIGHT REQUIREMENTS OF ASTM F2306 AND GASKETS SHALL MEET THE REQUIREMENTS OF ASTM F477. PLAIN END PiPE & FITTINGS CONNECTIONS SHALL BE JOINED WITH COUPLING BANDS COVERING AT LEAST TWO FULL CORRUGATIONS ON EACH END OF THE PIPE, GASKETED SOIL -TIGHT COUPLING BAND CONNECTIONS SHALL INCORPORATE A CLOSED -CELL SYNTHETIC EXPANDED RUBBER GASKET MEETING THE REQUIREMENTS OF ASTM D1056 GRADE 2A2. GASKETS, WHEN APPLICABLE, SHALL BE INSTALLED BY THE PIPE MANUFACTURER, FITTINGS FITTINGS SHALL CONFORM TO ASTM F2306 AND MEET JOINT PERFORMANCE INDICATED ABOVE FOR FITTINGS CONNECTIONS. CUSTOM FITTINGS ARE AVAILABLE AND MAY REQUIRE SPECIAL INSTALLATION CRITERION. INSTALLATION INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321 AND ADS RECOMMENDED INSTALLATION GUIDELINES, WITH THE EXCEPTION THAT MiNIMUM COVER IN NON -TRAFFIC AREAS FOR 12 - THROUGH 60 - INCH (300 TO 1500MM) DIAMETERS SHALL BE ONE FOOT (0.3M). MINIMUM COVER IN TRAFFICKED AREAS FOR 12 - THROUGH 36 - INCH (300 TO 900MM) DIAMETERS SHALL BE ONE FOOT (0.3M) AND FOR 42 - THROUGH 60 - INCH (1050 TO 1500MM) DIAMETERS, THE MINIMUM COVER SHALL BE 2 FT (0.6M). BACKFILL SHALL CONSIST OF CLASS I (COMPACTED), OR CLASS 2 (MINIMUM 90% SPD) MATERIAL, WITH THE EXCEPTION THAT 60 -INCH FITTINGS SHALL USE CLASS 1 MATERIAL ONLY. MINIMUM COVER HEIGHTS DO NOT ACCOUNT FOR PIPE BUOYANCY, REFER TO ADS TECHNICAL NOTE 5.05 HDPE PiPE FLOTATION FOR BUOYANCY DESIGN CONSIDERATIONS. MAXIMUM COVER OVER SYSTEM USING STANDARD BACKFILL IS 8 -FT (2.4M); CONTACT A REPRESENTATIVE WHEN MAXIMUM FILL HEIGHT MAYBE EXCEEDED ADDITIONAL INSTALLATION REQUIREMENTS ARE PROVIDED IN THE DRAINAGE HANDBOOK SECTION 6 RETENTION/DETENTION. 02009 ADS. INC. DRAWING INDEX SHEET DRAWING NO SHEET TiTLE 1 ^ 30518 -SC -01 COVER SHEET 2 30518 -SP -01 PLAN VIEW 3 30518 -SD -01 FITTING DETAILS 4 30518 -SN -01 NYLOPLAST DETAIL 5 30518 -SX -01 CROSS SECTION A k1l F111 11111111 NOTES: 1) ALL ELEVATIONS, DIMENSIONS AND LOCATIONS OF RISERS, INLETS AND OUTLETS, SHALL BE VERIFIED BY THE ENGINEER PRIOR TO RELEASING FOR FABRICATION. 2) IN SITUATIONS WHERE A FiNE-GRAINED BACKFILL MATERIAL IS USED ADJACENT TO THE PIPE SYSTEM, AND ESPECIALLY INVOLVING GROUND WATER CONDITIONS, CONSIDERATION SHOULD BE GIVEN TO THE USE OF GASKETED PIPE JOINTS. AT THE VERY LEAST THE PIPE JOINTS SHOULD BE WRAPPED IN A SUITABLE, NON -WOVEN GEOTEXTILE FABRIC TO PREVENT INFILTRATION OF FINES INTO THE PIPE SYSTEM. 3) CONSIDERATION FOR CONSTRUCTION EQUIPMENT LOADS MUST BE TAKEN INTO ACCOUNT. 4) ALL PIPE DIMENSIONS ARE SUBJECT TO MANUFACTURERS TOLERANCES. 5) ALL RISERS TO BE FIELD EXTENDED OR TRIMMED TO FINAL GRADE, THE UNDERSIGNED HERBY APPROVES THE ATTACHED ( 5) PAGES. CUSTOMER DATE 48" DOUBLE MANIFOLD TEE 48" X 24" REDUCING TEE (ECCENTRIC) TYPICAL 48" X 90' MANIFOLD BEND MIN. H MIN. H MAX H* DIAMETER O.D. SPACING "C" 42.5 --- (NON -TRAFFIC) (TRAFFIC) SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE 48" 54" g 18"12" CONSTRUCTION SITE RUNOFF. 24" 8' (1200 MM) (1372 MM) (1994 MM) (457 MM) (292 MM) (610 MM) (2.4 M) THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF CLASS I OR II MATERIAL PER 66 f PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR ASTM D2321, LATEST EDITION, 3. MEASURES SHOULD BE TAKEN TO PREVENT THE MIGRATION OF MATERIAL SPECIFICATION TO ENGINEER, MATERIAL SHALL BE COMPACTED IN MAX 8" LOOSE 3 r.° 31.5 TO 95% MIN. OF MAX. SPi? Ii 62.8 � 4 31.5 n`a i`5 I , 75.5 157 39.3 024 HDPE STUB (ECCENTRIC) _. .. 39.3 LLIZ W U (L/ Q 39.3 U <z >- ox Uj _. ;5. - LU ITEM # 5 ITEM # 3 ITEM # 10 LL QTY 3 QTY 2 QTY 1 20 4852AN TEE -1 4898AN C- 48" SINGLE MANIFOLD TEE 48" X 90' MANIFOLD BEND WITH 24" RISER 0 a j 20 LU a Lam._ 39.3- - on i 66� Xo� oma -- _ 39.3393 a 2 3 I E,S.. k3Mry� 78.5 - 39.3 w 39.3 024 HDPE RISER � T � I 0 z z R--- I -- -- 0 1:1- a Z FL h ITEM # 4 ITEM # 2 a QTY 2 QTY 4 4851AN 4898ANC-1 30F5 FINAL FILL MATERIAL FILTER FABRIC (PER PROJECT SPECIFICATIONS) (WHERE REQUIRED TRAFFIC INSTALLATION BY ENGINEER) CLASS I OR II MATERIAL PLACED AND COMPACTED M ACCORDANCE WITH, ASTM D2321 IN PiPE ?ONE I SUITABLE 1 BEDDING (CLASS i OR 11 MATERIAL) FOUNDATION ---I = 6" MIN, FOR 48" PIPE NOMINAL NOMINAL TYPICAL TYPICAL SIDE MIN. H MIN. H MAX H* DIAMETER O.D. SPACING "C" WALL "X" (NON -TRAFFIC) (TRAFFIC) SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE 48" 54" 78.5" 18"12" CONSTRUCTION SITE RUNOFF. 24" 8' (1200 MM) (1372 MM) (1994 MM) (457 MM) (292 MM) (610 MM) (2.4 M) * MAXIMUM FILL HEIGHTS OVER MANIFOLD FITTINGS. CONTACT MANUFACTURER'S REPRESENTATIVE FOR INSTALLATION CONSIDERATIONS WHEN COVER EXCEEDS 8 -FT. H H H (FLEX PVrsMT) (RIGID PVMT) (GRASS AREA) UNDISTURBED EARTH " LOAD BEARING CONCRETE COLLAR )AS SPECIFIED BY DESIGN ENGINEER (WHERE REQUIRED) TRAFFIC INSTALLATION NOTES; w UNDISTURBED zr EARTH 1. ALL REFERENCES TO CLASS I OR 11 MATERIAL ARE PER ASTM D2321 6. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I OR 11. THE "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL ru2 THERMOPLASTIC PiPE FOR SEWERS AND OTHER GRAVITY FLOW SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT APPLICATIONS", LATEST EDITION. ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) CONSTRUCTION SITE RUNOFF. FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (750mm-900mm), 2. ALL RETENTION AND DETENTION SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, LATEST EDITION AND THE 7. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I OR 11 IN MANUFACTURER'S PUBLISHED INSTALLATION GUIDELINES. THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF CLASS I OR II MATERIAL PER PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR ASTM D2321, LATEST EDITION, 3. MEASURES SHOULD BE TAKEN TO PREVENT THE MIGRATION OF MATERIAL SPECIFICATION TO ENGINEER, MATERIAL SHALL BE COMPACTED IN MAX 8" LOOSE NATIVE FINES INTO THE BACKFILL MATERIAL, WHEN REQUIRED. INSTALLED AS REQUIRED iN ASTM D2321, LATEST EDITION. LIFTS TO 95% MIN. OF MAX. SPi? SEE ASTM D2321. 4. FILTER FABRIC: A GEOTEXTILE FABRIC MAY BE USED AS SPECIFIED BY THE ENGINEER TO PREVENT THE MIGRATION OF FINES FROM THE NATIVE SOIL INTO THE SELECT BACKFILL MATERIAL. 5. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE. THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USiNG A GEOTEXTILE MATERIAL. 8. COVER: MINIMUM COVER OVER ALL RETENTIONIDETENTION SYSTEMS IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER 1S 12" UPTO 36" DIAMETER PIPE AND 24" OF COVER FOR 42" - 60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. MAXIMUM FiLL HEIGHT LIMITED TO 8 -FT OVER FITTINGS FOR STANDARD INSTALLATIONS. CONTACT A SALES REPRESENTATIVE WHEN MAXIMUM FILL HEIGHTS EXCEED 8 -FT FOR INSTALLATION CONSIDERATIONS. PLAN VIEW K. 13 IVIAI t: MAL. Yi_K 21, LATEST EDITION, ED IN MAX. 8" LOOSE )5% MIN. OF MAX. SPD FRAME & GRATE/SOLID COVER (SEE NYLOPLAST DETAIL) REFER TO CROSS-SEC`!'ION NON -TRAFFIC INSTALLATION FOR COVER HEIGHT y "y * � * II DETAILS CORRUGATED HDPE RISER (SPECIFY DIAMETER) SECTION A -A LOAD BEARING CONCRETE COLLAR SHALL BE CONSTRUCTED IN TRAFFIC AREAS SUCH THAT THE LiVE LOAD IS TRANSMITTED TO THE SURROUNDING SOIL AND NOT DIRECTLY TO THE RISER, iY LU LU Z Uj V ZZ �- O LU > iY LLL 2X CL z g z 0 P ere. 0 Cl) a z 9, 2 OF dla sett + grigg a rchiftects iC 10010th STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 �!♦�!#� TIMMONS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434.295,5624 FAX 434.295,8317 www.timmons.com h Y � 0> CxA1iCT Wj OTARSxz 5-' Zic. N0. U402048507 17 �13 USE OF DRAWING uu nu! ai,au-e ulwwinu. r ne uentractor *hail take fleld M$nUmmants and verify field conditions and shall carefully compare such field measurements and conditions and other Information known to the Contractor with the Contract Documents before commending acidities; Contractor shall carefully study and compare the Contact Documems with each other and with information furnished by the Owner and shall at once report to the Architect errors, inoonsistencfas or omissions discovered. N the Contractor performs any construction activity knowing 4Involves a recognized error, Inconsistency or omission in the Contract Documents without such notice to the Architect, the Contractor shall assume appropriate responsibility for such performance and shall beer on approprla a amount of the attributable cost. The Intent of the Contract Documents is to include sit Items necessary for the proper execution and completion of tit* Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding ss if required by ail; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably Inferable from diem as being necessary to produce the intended results, in case of conflicting requirements, the more stringent requirements shall apply, without change to Contract Sum or The. Organisation of the Specifications Into divisions, sections and ardol*s, and arrangement of Drawings shall not control the Contractor In dividing the Work among Subcontractors or in establishing the extant of work to be performed by any trade. Information shown on this sheet does not authorize changes to Contract Sum dr Time unless stated in a separate letter or Change Order. Information shown Is subject to the requirements of the Contract Documents. Contractor Is responsible for dimensions, which shag be confirmed and correlated at the aft*, fabrication processes, techniques of construction, quanthiss, the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work, Morey geek Professional Center Fm*lne Avenue, All m iarle Co,, VA SWM / BMP Plan REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS I I PROJECT PHASE: Anal site Plan PROJECT #: DATE: 1207 October 1, 2012 SHEET NUMBER. C6m2 Copyright Notice This drawing copyright 02012 by Daggett + Grigg Architects, The Architect retains all common law, statutory and other reserved rights, In addition to the Copyright on this drawing. Unauthorized reproduction or use of this drawing is prohibited, Including derivative works. Il w zr 0} z� z r- IL ru2 NOTE: ADS RECOMMENDS THE USE OF "FLEXSTORJV CATCH, ?T" ;0 INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT 0 THE SUBSURFACE STORMWA TER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. H 2 OF dla sett + grigg a rchiftects iC 10010th STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 �!♦�!#� TIMMONS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434.295,5624 FAX 434.295,8317 www.timmons.com h Y � 0> CxA1iCT Wj OTARSxz 5-' Zic. N0. U402048507 17 �13 USE OF DRAWING uu nu! ai,au-e ulwwinu. r ne uentractor *hail take fleld M$nUmmants and verify field conditions and shall carefully compare such field measurements and conditions and other Information known to the Contractor with the Contract Documents before commending acidities; Contractor shall carefully study and compare the Contact Documems with each other and with information furnished by the Owner and shall at once report to the Architect errors, inoonsistencfas or omissions discovered. N the Contractor performs any construction activity knowing 4Involves a recognized error, Inconsistency or omission in the Contract Documents without such notice to the Architect, the Contractor shall assume appropriate responsibility for such performance and shall beer on approprla a amount of the attributable cost. The Intent of the Contract Documents is to include sit Items necessary for the proper execution and completion of tit* Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding ss if required by ail; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably Inferable from diem as being necessary to produce the intended results, in case of conflicting requirements, the more stringent requirements shall apply, without change to Contract Sum or The. Organisation of the Specifications Into divisions, sections and ardol*s, and arrangement of Drawings shall not control the Contractor In dividing the Work among Subcontractors or in establishing the extant of work to be performed by any trade. Information shown on this sheet does not authorize changes to Contract Sum dr Time unless stated in a separate letter or Change Order. Information shown Is subject to the requirements of the Contract Documents. Contractor Is responsible for dimensions, which shag be confirmed and correlated at the aft*, fabrication processes, techniques of construction, quanthiss, the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work, Morey geek Professional Center Fm*lne Avenue, All m iarle Co,, VA SWM / BMP Plan REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS I I PROJECT PHASE: Anal site Plan PROJECT #: DATE: 1207 October 1, 2012 SHEET NUMBER. C6m2 Copyright Notice This drawing copyright 02012 by Daggett + Grigg Architects, The Architect retains all common law, statutory and other reserved rights, In addition to the Copyright on this drawing. Unauthorized reproduction or use of this drawing is prohibited, Including derivative works. Il 485 UNDERGROUND 485 LIN FIBER OPTIC:: CABLE(APPAOx. LOCATION; FIELD 480 480 08, VERIFY) 8ftX811 TAPPING SLEEVE 475 3.0' 1 MIN, PROP, GRADE 475 TO EXISTING EXIST. GRADE WATERLINE 10"X8' FIRE REDUCE HYDRANT I 0"X6" TE 470 ASSEMBLY 470 "XW-- �CROSS STIR 137 Ll STIR 127 9,'GATE INV 473.22 VALVE INV 474.41 465 465 STIR 135 INV 467.63 END 22.50 E 460 460 STR133 INV 460,41 FIRE 10" GATE HYDRANT VALVES 455 ASSEMBLY 455 10"X10" TEE - N 450 BEND 45 BEND 450 450 22.50 BEND 445 2211. 50 BEND 22.50 BEND FIRE HYDRANT 90- BEND 445 ASSEMBLY 12" HDPE STR131 10" GATE IN Lo.9, INV 447.90 V- 445.25 7 STR129 22.5 4 VALVE + 5 INV 447.47 END '10" DUCTI E IRON 900 BEND; S 10 8" SANITARY 10"X10" TEE R 440 CONNECT - ------ IN' -- 4-i.29 V=44 I SEWER t 440 1 TO OFFSITE INV 439.74 N�1TE VVATERLINE ;WATERLINE 435 435 Cz DO Nt cz CS CS It V - 19+00 20+00 21+00 22+00 23+00 24+00 24+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 16+00 475 475 470 470 90' BEND 465 465 EXIST. WATERLINE (APPROX. LOCATION; FIELD VERI 460 I 011XI 011 460 EXIST.1 TAPPING GRADE SLEEVE& PROP.! VALVE GRADE 45" 455 VERTICAL 20" CORING MIN. 3.0' 455 UNDERGROUND FIBER 9PTIC JAC( AND BORE CABLE (AP�R0X. WATERLINE UNDER: PROPIl 11.25" EXI TING ROAD LOCATION; FIELD GRAD� GATE VERTICAL V RIIFY) 11.2�0 BEND 450 VALVE BEND 0"X8" TEE -PRV­ 4 -BYPASS'- 450 -MIN.'3.0' I 0IIX1 0" TEE 11.25" CONNECT 13' 11.250 BEND VERTICAL 900 BEND TO ONSITE ------------ 445 BEND WATERLINE j 445 MIN' 3.9' 11.25°+22.5°' VALVE 10" GATE 1 OlIx MIN. 3.0' BEND VALDE 8`TEE CONNECT TO SAMPLE TAP END OF 5" BEND 440 -CONNECTING---- 460 440 CO 460 JACK AN BORE 20 ING WATERLINE WATERLINE NDER 51 EXISTI EXIST. GRADE ROAD 1 01 PROP, 435 GRADE 435 455 455 RWSA 24" SAN. SEW. LINE I 0"X8" TEE INV. 433.75 NNECTTO 11.250 BEND OFF SITE 430 WATERLINE 450 430 450 CO RACTOR TO INSTALL MIN. 3. W :RLINE USING COFFERDAM AT. UTIL7Y STREAM CROSSING. 1 CONNECT TO EXISTING SEE )ETAIL ON SHEET C1,3 22.50 BEND TEE AND 8" 425 8" GATE $"X8" TEE GATE VALE — — - --------------------- 445 425 445 ---V i 8"GATE (APPROXIM kTE MIN. 10' VALVE LOCATION) 450 900 BEND PRV VAULT VERTICAL BEND 101, DUCTILE IRON 420 22.50 420 440 40 VERTICAL SITE ATERLIN BEND FF'' 8" DUCTILE IRON CONNECTING VVA�TER IJNE 415 415 435 435 5 - LO 9+50 18+00 19+00 20+00 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 10+00 11+00 12+00 12+50 0 0 50 PROFILE SCALE VE RTICAL {BEND rrT jHYDRA"',."NT SE rTANGI 0"XI 0" PPI SLEEVE z EE 1 U'X8.' r -M -PRV-BY7 A S VA 22902 TEL 434,295.5624 FAX 434.295,8317 www.timmons.com 0 0 - � � UM � C2 1 daggeft + grigg arichiteds ple 100 10th STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 C%klG W. J. OTARSKI Lic. No, N�O 02048507 17 USE OF DRAWING utirivi b%,ALt:wKAvvu4v. ine tontroctor shall take }laid measurements and Y#* field conditions and shelf carefully compare such field mossuremonts and conditions and other Information known to the Contractor with the Contract Documents before commencing activities; Contractor sholl carefully study and compare the Contact Documents with each War and with Information furnished by the Owner and shall at once report to the Architect errors, Inconsistencies or omissions discovered. If the Contractor performs any construction activity knowing it Involves I recognized error, Inconsistency or omission In the Contract Documents without such notice to the Architect the Contractor shall assume approprials, responsibility for such performance and shall bear an appropriate amount of the attributable cost. The Intent of the Contract Documents is to Include an Kerns necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents an complementary, and what Is required by one shall be as binding to If required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably Inferable from them as being necessary to produce the Intended results. In case of conflicting requirements, the more stringent requirements shall apply, without change to Contract Sum or Time. Organhistion of the Specifications Into divisions, sections and &*In, and arrangement of Drawings shall not control the Contractor In ditriding the Work among Subcontractors or In establishing the extent of Work to be performed by any trade. Information shown on this shoot does not authorize changes to Contract Sum or Time unless stated in a separate letter or Change Order. Information shown Is subject to the requirements of the Contract Documents. Contractor Is responsible for dimensions, which *hall be confirmed and correlated caths site, fabrication processes, techniques of construction, quantities, the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work, Morey Creek Professional Center FonIalne Avaus, AllwiiatliiI Co,, VA TIMMONS GROUP 919 2nd Street SE Charlottesville, Utility Profiles REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final Site Plan PROJECT #: DATE: 1207 WOO, 2012 SHEET NUMBER: JAC) 4i IN Copyright Notice IN This drawing copyright 02012 by Daggett + Grigg Architectssv . The Architect retains all common law, statutory and other reserved rights, in addition to the copyright on this drawing. Unauthorized reproduction or use of this drawing Is prohibited, Including derivative works. C2 1 daggeft + grigg arichiteds ple 100 10th STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 C%klG W. J. OTARSKI Lic. No, N�O 02048507 17 USE OF DRAWING utirivi b%,ALt:wKAvvu4v. ine tontroctor shall take }laid measurements and Y#* field conditions and shelf carefully compare such field mossuremonts and conditions and other Information known to the Contractor with the Contract Documents before commencing activities; Contractor sholl carefully study and compare the Contact Documents with each War and with Information furnished by the Owner and shall at once report to the Architect errors, Inconsistencies or omissions discovered. If the Contractor performs any construction activity knowing it Involves I recognized error, Inconsistency or omission In the Contract Documents without such notice to the Architect the Contractor shall assume approprials, responsibility for such performance and shall bear an appropriate amount of the attributable cost. The Intent of the Contract Documents is to Include an Kerns necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents an complementary, and what Is required by one shall be as binding to If required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably Inferable from them as being necessary to produce the Intended results. In case of conflicting requirements, the more stringent requirements shall apply, without change to Contract Sum or Time. Organhistion of the Specifications Into divisions, sections and &*In, and arrangement of Drawings shall not control the Contractor In ditriding the Work among Subcontractors or In establishing the extent of Work to be performed by any trade. Information shown on this shoot does not authorize changes to Contract Sum or Time unless stated in a separate letter or Change Order. Information shown Is subject to the requirements of the Contract Documents. Contractor Is responsible for dimensions, which *hall be confirmed and correlated caths site, fabrication processes, techniques of construction, quantities, the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work, Morey Creek Professional Center FonIalne Avaus, AllwiiatliiI Co,, VA TIMMONS GROUP 919 2nd Street SE Charlottesville, Utility Profiles REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final Site Plan PROJECT #: DATE: 1207 WOO, 2012 SHEET NUMBER: JAC) 4i IN Copyright Notice IN This drawing copyright 02012 by Daggett + Grigg Architectssv . The Architect retains all common law, statutory and other reserved rights, in addition to the copyright on this drawing. Unauthorized reproduction or use of this drawing Is prohibited, Including derivative works. C%klG W. J. OTARSKI Lic. No, N�O 02048507 17 USE OF DRAWING utirivi b%,ALt:wKAvvu4v. ine tontroctor shall take }laid measurements and Y#* field conditions and shelf carefully compare such field mossuremonts and conditions and other Information known to the Contractor with the Contract Documents before commencing activities; Contractor sholl carefully study and compare the Contact Documents with each War and with Information furnished by the Owner and shall at once report to the Architect errors, Inconsistencies or omissions discovered. If the Contractor performs any construction activity knowing it Involves I recognized error, Inconsistency or omission In the Contract Documents without such notice to the Architect the Contractor shall assume approprials, responsibility for such performance and shall bear an appropriate amount of the attributable cost. The Intent of the Contract Documents is to Include an Kerns necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents an complementary, and what Is required by one shall be as binding to If required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably Inferable from them as being necessary to produce the Intended results. In case of conflicting requirements, the more stringent requirements shall apply, without change to Contract Sum or Time. Organhistion of the Specifications Into divisions, sections and &*In, and arrangement of Drawings shall not control the Contractor In ditriding the Work among Subcontractors or In establishing the extent of Work to be performed by any trade. Information shown on this shoot does not authorize changes to Contract Sum or Time unless stated in a separate letter or Change Order. Information shown Is subject to the requirements of the Contract Documents. Contractor Is responsible for dimensions, which *hall be confirmed and correlated caths site, fabrication processes, techniques of construction, quantities, the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work, Morey Creek Professional Center FonIalne Avaus, AllwiiatliiI Co,, VA TIMMONS GROUP 919 2nd Street SE Charlottesville, Utility Profiles REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final Site Plan PROJECT #: DATE: 1207 WOO, 2012 SHEET NUMBER: JAC) 4i IN Copyright Notice IN This drawing copyright 02012 by Daggett + Grigg Architectssv . The Architect retains all common law, statutory and other reserved rights, in addition to the copyright on this drawing. Unauthorized reproduction or use of this drawing Is prohibited, Including derivative works. USE OF DRAWING utirivi b%,ALt:wKAvvu4v. ine tontroctor shall take }laid measurements and Y#* field conditions and shelf carefully compare such field mossuremonts and conditions and other Information known to the Contractor with the Contract Documents before commencing activities; Contractor sholl carefully study and compare the Contact Documents with each War and with Information furnished by the Owner and shall at once report to the Architect errors, Inconsistencies or omissions discovered. If the Contractor performs any construction activity knowing it Involves I recognized error, Inconsistency or omission In the Contract Documents without such notice to the Architect the Contractor shall assume approprials, responsibility for such performance and shall bear an appropriate amount of the attributable cost. The Intent of the Contract Documents is to Include an Kerns necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents an complementary, and what Is required by one shall be as binding to If required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably Inferable from them as being necessary to produce the Intended results. In case of conflicting requirements, the more stringent requirements shall apply, without change to Contract Sum or Time. Organhistion of the Specifications Into divisions, sections and &*In, and arrangement of Drawings shall not control the Contractor In ditriding the Work among Subcontractors or In establishing the extent of Work to be performed by any trade. Information shown on this shoot does not authorize changes to Contract Sum or Time unless stated in a separate letter or Change Order. Information shown Is subject to the requirements of the Contract Documents. Contractor Is responsible for dimensions, which *hall be confirmed and correlated caths site, fabrication processes, techniques of construction, quantities, the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work, Morey Creek Professional Center FonIalne Avaus, AllwiiatliiI Co,, VA TIMMONS GROUP 919 2nd Street SE Charlottesville, Utility Profiles REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final Site Plan PROJECT #: DATE: 1207 WOO, 2012 SHEET NUMBER: JAC) 4i IN Copyright Notice IN This drawing copyright 02012 by Daggett + Grigg Architectssv . The Architect retains all common law, statutory and other reserved rights, in addition to the copyright on this drawing. Unauthorized reproduction or use of this drawing Is prohibited, Including derivative works. daggett + grigg architects pic 10010th STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971,8848 C14 O "4: F 434296.3040 0) M 2 roves 00 0 LC> 0 M to V- 04 m c) co 2 2 V- V- 0) V- 2 ce) C14 M U00 2 C14 0) c?) 2 00 F- cn Co iE p Or V 0 0) V - to 0 C! = M 00 -,r CR (I to, 0) Cn V V Co C) M 0 OR M to 0 V a. 04 00 M 0 0� ,,-� @ c6 00 0 (0 M C6 4 1'- M C;) C) 'q 611-11- Ce) + to:: M R ,*: V M M 47— to in OT 0 0) + to C? + CQ F- O U-) to M. + CO I-- 0'r -'T Z Z 0 M 0 V -'V Z Z Z o + It Z Z 0 04 o 2 C) 0 cf) 2 M to V- 0r`Q 0 > > > i.- K K K r- Cf) 0 2 g 0) K �- K K V, Vii Z Z > 2 11 ti V- T ce) U) 465 465 Z "- %- to 475 475 r- 0 485 485 r- 0) ce) 0i i q (0 to C*4 q 7 co (000 Co 0) matin Iq I C) Do MO I? + N F - CIO 05 EXIST, 'Un) :$ 0 GROUN + 2 —0 C? + 25 Z Z flrr- lur) + EXIST. 5 ',r Z Z 0 OW VZZ GROUND < > < CL 0 < 0 v- CY) 00- >Z V-�R- 9 EXIST. T - C14 V- 480 485 485 460 460 455 455 470 470 480 480 480 Co co PROP PROP. S 6 c6 :3 GRADE PROP, EXIST, GRADE + GRADE �4:4 /1 GROUND V Z Z 0 EXIST. PROP� CL GROUND GRADE )>> > PR *00 or. EXIST, f-+GfkA� -- -- 475 GROUND +� 480 480 455 455 450 450 455 455 465 465 475 475 475 PROP. L ---P ,,— ROP. 10" r GRADE 129 1.5' ONSITE 10" ONSITE PQ . 10 T I M M O N S GROUP 24.04' OF NSITE WATERLINE 9 SITE L 15" RCP WATERLINE 919 2nd Street SE WATERLINE 1011 PROP. @ 1.00%--"/ Charlottesville, VA 22902 450 460 460 470 470 470 470 475 475 450 450 445 445 450 ONSITE TEL 434,295,5624 137-/ FAX 434,295,8317 143 WATERLINE 32.04' OF www.timmons.com 18,99, 41 PROP. I o,, 15" RCP F 131 46. 141 OF I I @ 2,98% 37.83'OF 15 RCP 51, R ONSITE 24.00, OF 135-1: 139-1 @ .50% CP WATERLINE @ 15" RCP 1 RCP 32.37'OF 16.79' OF so 445 455 465 RCP 465 470 ... 470 445 445 440 440 445 455 465 465 15" RCP r @1.01% @1.00% 0 12 %STR1 0`4 STR1 18TRTR138 STR12STR144 'STR1 08 STRI. 132 STR 1121 6 2 R STR121 TR1 0— R140STR1 1 465 465 440 440 435 435 440 440 450 450 460 460 460 460 C W. J. SKI 11-4 Lic. No. 0402048 N, 507 Wq 17 llk� 9+50 10+00 11+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 9+50 10+00 10+50 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 USE OF DRAWING uvhvt b%,ALc uKAwn%s. ins tontractorshaii take 4W measurements and vortly, field conditions and shall carefully comparo such field messuremerits and conditions and other Information known to the, Contractor with the contract Documents before commencing activities; Contractor shall carefully study and compare the Contact Documents with each other and with Information furnished by the Owner and shall at once report to the Architect errors, InIonsistoncles; or omissions discovered, 0) ce) If the Contractor performii, any construction activity knowing it Involves a — T- 8 recognized error, Inconsistency at omission in the Contract Documents U') without such notice to the Archk#4 the Contractor shag assumitappropflate, V- T- t— responsibility for such performance and shall bear an appropriate amount of ce) � — (X� the attributable cost U? C -q CR (O'D C-4 U-) 15 0 CR C) (P LID C14 to The Intent of the Contract Documents, is to include oil Rams necessary for the 00 T- V ;� V) 0 V T- t Cc) Vi 06 4 Co proper execution and completion of the Work by the Contractor, The Contract + T W i.- V- + to + C'j Co C6 Documents are complementary, and what Is required by one shell be a of to I LCO V =) 0 to binding as 0 required by all; performance by the Contractor shall be required Z 0 0 Z 0 T1- It Z Z 0 0 -:6 only to the extent consistent with the Contract Documents and reasonably a. 66 CL coC? C-� Inferable from them as being necessary to produce the Intended results. In 0 0 to ease of conflicting requirements, the more stringent requirements shall apply, C) V Z 0 without change to Contract Sum or Time. CL 1.0 <F- > N to in 10 M C14 N C14 Organization of the Specifications Into divisions, sections and articles, and in T- r- T- T- IN arrangement of Drawings shall not control the Contractor In dividing the Work 2 2 1- to I- T- 2 C) co C14 M I I 'r - N M T- I I to timonliSubcontractorsorin establishing the extent of Work to be performed by C14 M — V- =' P- 'r- V- 1'� Cf) F- 00 F- 0—) do, IM Co 00 any trade. t-- o qt:� M t,- Lr) C6 4 (6 N o "! g a) ':6 - C14 Lr) Co co N U) (P to to- (0 00 OD 0) 0 '0� C1 "Do (0 CO 0 C! C� 10 0 7 V) 0� Lr) (0 (D 4 N 1', Information shown on this sheet does not authorize changes to Contract Sum CO co CD C-4 M (6 cc I- C14 to cy) M CD V M I'- V CV) V U5 2 CY) N or Time unless aided In a separate letter or Change Order. Information shown 0 00'-� V 0 M C"I to C'� g in I.- 'Z 6 in P': W f- + C6 + + M v- U) 0i CO I-- LQ NT + + C? C? It 0 Is Subject to the requirements of the Contract Documents. Contractor is "'04 + !�� 0 CN :D + + Z Z o iE C) ce) V Z Z r) + responsible for dimensions, which shall be confirmed and correlated at the rt 0) in "i V- V 0 0'r- V Z Z 0 Z 0 rt rt 00 Z 0 0 0 V Z 0 'It Z 2 V- V = C14 C> site, fabrication processes, techniques of construction, qu;mWoa, the O 0 > to < > Z 0 It Z 0 0 CO coordination of his work with all other trades; and Subcontractors, and the to > > N o >atisfactory performance of his work. C14 Z >Z Z Co(6 OV C6 4 < < (L N Q C14 O� > U) Z Z > > F- T- 0 Z Z Z Cl- cr') + U) R N 0) 485 vo'�r Z tti C) 0� 0 485 < 0 > > f 0 to + VZ:) Morey Creek 0 gi.5p> > N U) Z Professional Center 480 480 460 460 U') EXIST. '0 CN GROUND C) LO Co FordsIneAvenugAlb=r1llCojA V- T - EXIST. + U) Z ..................... GROUND!, LU < > 7r, A414, 475 4— 455 PROP. Storm Profiles GRADE 1.4o I ] 470 450 S 470 12/3/12 REVISED PER COUNTY COMMENTS 450 REVISION /---P R-0 -P. 7' 0 PROP, 10" GRADE 1/29/13 REVISED PER COUNTY COMMENTS ONSITE 203� 201- 3/12/13 REVISED PER COMMENTS 127 190.62, 00% 19.8 WATERLINE OF 15#� °19.$1' OF 32.64' OF 4/29/13 REVISED PER COMMENTS CP 36.891'OF x- 15" RCP 15" RCF 6/17/13 REVISED PER ACSA COMMENTS 465 445 445 @ 016% @ 0,74% 465 OFFSITE WATERLINE @ 1,49% 'C to -7 '25-28'Op tr LL C14 @2. 0o% 6CP cj:$ZZ 8TRVSTR00 0 > U) 460 440 440 460 r .66% '? 'r9 %Age 76,; PROP. 10" OA - ONSITE o WATERLINE, 110 7 455 455 UK 9+50 10+00 11+00 12+00 115 34.65' OF 450 P 450 15" RC @ 9,49% 1131 22.36'OFI911 15" RCP; 16226'OF 1019 INLET SHAPING SHALL BE INSTALLED ON ALL DRAINAGE 445 -24"­7RCP­------­�---------I 445 8'01ZI 13. 0, STRUCTURES WHERE HEIGHT EXCEEDS FOUR FEET. 10,5 @ 0.75% i F 241" RCP i 67,0o,Op1r 2411 RCP @ 0.62% @2.Do% 24'#RCplf @ 2.0()%' 103 440 --3.103 440 2411 RCP PROJECT PHASE: @ 1-00% n7 Final Site Plan OTR1 21%8 — STR1 i i 435 435 PROJECT #: DATE: 1207 October 1, 2012 5- SHEET NUMBER: 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 0- 0 143 'OF 14�0, 0 RCP 46 �0 F 1.50,y 0 fj� S C7 1 0 50 PROFILE SCALE Copyright Notice This drawing copyright 02012 by Doggett + Grigg Architects. The Architect raisins all common low, statutory and other reserved rights, in addition to the copyright on this drawing, Unauthorized reproduction or use of this drawing is pmhlbAed, Including derivative works, EM EM 475 EM91 460 455 SRI] 440 435 HIGH PT STA = 10+17.02 LOW POINT STA = 11+72.55 HIGH POINT ELEV = 482.83 LOW POINT ELEV = 477.34 PVI STA = 10+37 PVI STA = 11+49.11 PVi ELEV = 482.43 PVI ELEV = 476.26 A.D. _ -3.50% A.D. = 8.00% K = 11.42 K = 15.62 Or aM �DoM�, (STI- sO�,GNO Q 0 r� ttga- Do� moi~ ce�pp } 74 1i O b O+ sf O ri N it �.. I1 It 11 � t,w rrtu lILU 11v HIGH PT STA = 13+02.97 HIGH POINT ELEV = 479.78 PVi STA = 13+14.60 PVI ELEV = 480.40 A.D. _ -7.25% �p K = 10.34 751 ye so CNU + d~ + VV" I1t Tn tI LULU .I's LUIf N HIGH PT STA = 16+69.66 HIGH POiNT ELEV = 463.53 LOW POINT STA = 19+62.22 LOW POiNT ELEV = 451.74 9+50 10+00 485 .:e 475 GAI 470 11+00 i PROP.GRADE w0; m *O*fE 1 m 470 455 > w U m i i o �,j i ENTIRAM I 0i i PVI ELEV 462.34 / PROP. GR.ADE i ARAE."'7*E ENTRANCE �Ocj PV} STA = 19+62.22 m w i A.D. - 50% PVI ELEV = 451.36 a i { - K=1116 LOW POINT STA = 18+46.12 A. = 2.99% �SDo `�'r LOW POINT' ELEV PVI STA, = 17+ = 453.10 4.69 K = 33,43 I eel ye �o 2.5o M °' PVI ELEV = 4 4.02 `V 04 N T- I r 11 1 t` r - A.D. - 7.76 /o + + uLU I 11w K=15.84 I X11 It41281 V NII II Ve U) U lqr to Um U to v It � + � If � I jco m U w I I 0) In to CO f! to t+0 f N Ii i LIj ,a- -1.50% { { > to a I I i i I N1. M 7 M NM �N N O �Do to N 4 CpCo C? O CpO r OS (�O O CO to CO Cfj t1- I\O tib C.) CO 1\ O CO ��' N �N tp hO GTi C'.) tt$ h.tp CO O Nip !!' ti e- V �O h 1` h� d 0 V O tyjN to tt1 �r % �}�` IP COM tp !}� CO CO tt !h� CO clt•. r e: N M.- M !p tt !t r1 tp er 'cf C► d� +� a 'q 1 th V CD �r O,d �F �7 �h tit 9+50 10+00 485 .:e 475 GAI 470 11+00 i PROP.GRADE e 010 *O*fE 1 C 470 455 i EXIST. GROUND i i ZAG i ENTIRAM I 0i 9+50 10+00 12+00 475 485 470 480 465 475 460 *O*fE 1 C 470 455 11+00 13+00 14+00 9+50 10+00 475 470 465 460 2 455 11+00 11+50 15+00 16+00 17+00 19+00 20+00 R 475 M 465 EL -101 M EW ZN M 21+00 21+50 0 50 PROFILE SCALE 10 daggott + jrISS architects pe 10010th STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 TIMMONS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434,295.5624 FAX 434,295.8317 www.timmons.com fl CRAIG W. J, OTARSKI N0. 0402048507 ssrar�Ax,' USE OF DRAWING uu nu t avALt urwwuvu. r no s,entractor shell take field measurements and verily field conditions and that carefully compare such field measuramants and conditions and other information known to the Contractor with the Contract Documents before commencing activities; Contractor shall carefully study and compare the Contact Documents with each other and with Information furnished by the Owner and shell at once report to the Architect errors, inconsistencies or omissions discovered. If the Contractor performs any construction so" knowing it involves a recognized error, Inconsistency or omission In the Contract Documents without such notice to the Architect, the Contractor shall assume appropriate responsibility for such performance and shall beer an appropriate amount of the aw1butable cost. The intent of the Contract Documents is to Include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the intended results, in case of conflicting requirements, the more stringent requirements shall apply, without change to Contract Sum or Time, Organization of the Specifications Into dMolons, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the axiom of Workto be performed by any trade. Information shown on this sheet does not authorize changes to Contract Sum or Time unless stated in a separate toter or Change Order. Information shown Is subject to the requirements of the Contract Documents. Contractor is responsible for dimensions, which shall be confirmed and correlated at the alb, fabrication processes, techniques of construction, quantities, the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work. Morey Creek Professional Center Fliftw Avenue, Albemarle Co., VA Road Profiles REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final Site Plan PROJECT #: DATE: 1207 October 1, 2012 SHEET NUMBER: C702 Copyright Notice This drawing copyright 02012 by Daggett +Gdgg Architects. The Architect retains all common law, statutory and other reserved rights, in addition to the copyright on this drawing. unauthorized reproduotion or use of this drawing is prohibited, Including derivative works. i I EXiST. GROUND r i / PROP. GR.ADE i ARAE."'7*E ENTRANCE �Ocj to CO 9+50 10+00 475 470 465 460 2 455 11+00 11+50 15+00 16+00 17+00 19+00 20+00 R 475 M 465 EL -101 M EW ZN M 21+00 21+50 0 50 PROFILE SCALE 10 daggott + jrISS architects pe 10010th STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 TIMMONS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434,295.5624 FAX 434,295.8317 www.timmons.com fl CRAIG W. J, OTARSKI N0. 0402048507 ssrar�Ax,' USE OF DRAWING uu nu t avALt urwwuvu. r no s,entractor shell take field measurements and verily field conditions and that carefully compare such field measuramants and conditions and other information known to the Contractor with the Contract Documents before commencing activities; Contractor shall carefully study and compare the Contact Documents with each other and with Information furnished by the Owner and shell at once report to the Architect errors, inconsistencies or omissions discovered. If the Contractor performs any construction so" knowing it involves a recognized error, Inconsistency or omission In the Contract Documents without such notice to the Architect, the Contractor shall assume appropriate responsibility for such performance and shall beer an appropriate amount of the aw1butable cost. The intent of the Contract Documents is to Include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the intended results, in case of conflicting requirements, the more stringent requirements shall apply, without change to Contract Sum or Time, Organization of the Specifications Into dMolons, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the axiom of Workto be performed by any trade. Information shown on this sheet does not authorize changes to Contract Sum or Time unless stated in a separate toter or Change Order. Information shown Is subject to the requirements of the Contract Documents. Contractor is responsible for dimensions, which shall be confirmed and correlated at the alb, fabrication processes, techniques of construction, quantities, the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work. Morey Creek Professional Center Fliftw Avenue, Albemarle Co., VA Road Profiles REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final Site Plan PROJECT #: DATE: 1207 October 1, 2012 SHEET NUMBER: C702 Copyright Notice This drawing copyright 02012 by Daggett +Gdgg Architects. The Architect retains all common law, statutory and other reserved rights, in addition to the copyright on this drawing. unauthorized reproduotion or use of this drawing is prohibited, Including derivative works. 46-5- 460 65 460 455 450 445 MR11 435 430 9+50 10+00 11+00 12+00 13+00 14+00 15+00 ,1465 +.g 455 450 1445 440 435 1430 0 50 PROFILE SCALE c \ .+1y t - to i j/! -- �� '~i s //I ,__ 1 C % J O \\ s-1 \ l ,-1 1 , \ f .` ,' r 7, \ \ \ t. } q 1, e \ a / \ �. , \'\ \ \, � -_ - � I--- __ __ I", \ � \ , " / ( -1-11, y ........ �� �N \ \ \ \ 11 t 1 i! � \ y\\� / ,/ I, \ 11 \ \ 1 1 it { / \ \ \\ ` ss it %1 i \ 1 1 , ( \ \ / 0 / \ \ \ \ i 1 1 \ 11 t \, \ \ // / , 1 t 1 I\ i1 i 1 \\ t J' c} I I% , ,I* 1 / \ 1 / ' 1 ,t\, t 1i ] ; t \ t I 1 J ~ - 1 �- �, I + - \ { / , � I, , ' 1 1 ] - \\ '\ 1, i 1 ! + , /t �\'I ,I 11 , I ;:''-;__ 11 t t i' i 1 I . \ \ , 'I 1 ' / 1 I 1` I � 1 T I \ t 1 / \ , I I ! " t I \ I ;\ � t 'l 1\1 - �, I \ � / ' } t a I i ( I 4 ] ( 1 vu 1 t N . \ i \ l ! \ I ! ; S.i ..,.'(' 3 it $ F" L, d"' A . ` I , _ _ ' �, ,_ ( I I p �.. {g j'� y I ( i 1 1 1 1 I w 3 i 4 , \ ,. \_ I_! i ; F, 4 0 0 v 0 F 0 T. M. 76E -A-3 T. M. 76- 12D 0 FOXHAVEN FAWLL01 UNIVERSITY OF VIRGINIA REAL ESTATE------,,, 0 BALMORAL HEIGHf§'�D� �73,,331 FOUNDATION D. B. -D---B,- 860 LF BUFFER Y NfIAL 1223-286 ZONED R4 RESIDE E MET BY EXISTING 01 -386 PLAT 453 T, FOREST COVER ZONED R1 RESIDENTIAL GREENWAY EASEMENT --- 461, CONNECTING FONTAINE AVENUE _N AND PARCEL 76-12D, TRAIL TO BE F, CONTRUCTED BY THE COUNTY (8)PIN TAE Q A 0 C, Pin' V "k 01 N- --A �z Fill A IF j R7 j, 111,11 SPW, 6,7 -4 4 PR"TE IF 600 LF BUFFER v, 7 G MOT BY�EXISTIN F REST C 0 QVEW,"�' "A A AA/ I t6l W v- I i J, id J 1 Piz/ 1 N PINJAD It E j F, (2)fr1N Z� I K 4�7 k, V -5Z t.�Ilvll 11WICIF, t I TREE CC A10PROX. LOCATION Q EX. TREES (TY Q I P) -XX NE LQHL( if I 'I f IF REQUIRED PLANTING FOR % /* CqR FOR (4) - SLOPE STABILIZATION IN PRCIX. V L�CATION JUN, SAR(6-,, I i F EXCESS OF 3:1 SLOPE 0 WHIT FENCE I x1l "", /,) j 0 PIC ABI (1) PIN TAE(�) R (1�4 RE _'�C CIA E)'� HERRY PAN VI X )/,_ -1 1. \ I � j I , I I T A)IN I FIN -7 " I I I ITE IF m %i I "E, PRO*IfdbATION--�� VIR t9�,, OF EX. IDENCE LIMITS OF WETLANDS ON, 4--1 IF- A IN (3)VIB DEN REMOVE EX. CHERRY (3) ILE NEL "BUCKIRrWAM" RICHARDSON, LESLIE T OR ANITA JOHN PETER OR ANITA R HOLM ZONED R2 RESIDENTIAL N60 023"38 "E' 11 r- r%w k T.M. 76D -B-2 % F� EX. PIN "BUCKINGHAM" IF I F w,14SALLY H BROWN & T. M, 76 - 16A r_ I _ILMAN, T -HE 31� -)K)I=M DA TIAL MARY JAN MASSIE SITY MONTES it SORI SdHOOL INC DECMCNI-ri A I F ZONED R2 RESIDEN "W,F, V t T APPROX. LC�C IN IN I ;M llv� IF i OFIEX. POPLA Y 114/� lki C < THU OCC(7)— v��;k,,i ,!s % PIN TAE (3) a 2 I"MV MiP \0 l, -2, pi F q, A IF \1k F. 91 It < Aj Ah, 0 Ln _A� 6 IF, 6 % I t F, e 70� OOD Pl 1,1—J" - - If J !It �N W", 1 �Nf 0 (k, N Jj U I-Vr it ILE NEL(4) \ln 0 A.� L CATION d A v, 5�_ 0- X o �v 41 - \ , 1 1 1 , , I �j PIN STR it 1;X I 1h "BUCKINGHAM" 218' id '0 ROOD, VERNON PAUL OR �Al ZONED R2 RESIDENTI F-) t9i" Lid, Ilk Z_ A' �U V (F� U 'Cr ic­,­?io ",-t--c �Fv -`A VIA Eli 4 M V ij J 5,� gpg; m Ctr- A 'A V, it -4 J 03 U 1�\ < un '4611 1 i i X 4' F, N-3 IF ' - �,j - I -1i-- , I r, AN V�r C'N -0 7r 7 ------ _A, V j it -Al THU OCC((6), 0., '11"161,s NJ ----- - - ------- till IF M, PIN STR(�) 7 CD 7' I It -r- j ILI S IF Q _Ai, A- ,5 W It! I ;1� Ill' I * I- \ I ! L-, i I , , , I I \ N&V r %\ V JYV-z\ V, < AZ C ? hn 5� &�as /S i, tl-"en'110 �R A J DB 3895 PN`9 09 '\K) V V IF 7049-00-00-0 1600 V El 7�,?5 \F, r_4( Ff C) Z� t IF, " 1 0, , , \ Fi, C fit VI, J b "F` '-A ro V� P, 3 4 9 W -12"p, 0 V_ \N \ \1 I W-1 I Ex. Ent.\ \-A X IN \ VI\ 1V L.A\ 1 4 V E N\\ ILE NEL(6) 41 V V, \W Al _41 \\ V C\" it \\Gr,_? ve'A REQUIRED "NTING FOR < PIN TAE (4 A- `71k Ff t7 I _N y _N 0"I V \V V A_ \SLOPE STAt3ILIZAT\IQN IN A\ 1A ILE NEL(2 I \ \ 14 1 C� fA (CESS OF 3:1 SLOPE V \ V ::7 ('151)EUO CO, 4, qj )COR SEf�,- 1�� (18')BOX BE A\ -V \,i� -v O)JUN BLY '3� C1, �*JIJWSAR� V 'A C2 rj Y > 7 SCALE I "=30' V t 9 AsphL+ �01 �0, Ex, 1(5)PLA OCC ---------- ----- N UAS NUP-T- V P I�A V_. N, Al /, , �\k \\ \ , L) I \1 A I �v -KNO 1\ C�szll iA,1 ty Trin ygi,--idn cullirrh —7� S�G C T::7 198' 690 PG 340 6A 0,\ 61 \6 L 6 S. _�A 7 ��3)JUN lSAR wrcell 07"_r",r)_00_0,rj_0j70,j _T;/ HT 30 PG 4591 7, ------ U -HLINE LC v ---(�63)EUO COL4------ M -------- P;� T 'A// daggett + grigg architects pic 100 1 Oth STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434,971,8848 F 434.296.3040 9 *00 06 0 TIMMONS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434.295.5624 FAX 434,295.8317 www.tlmmons.com LT]i o SCOTT W. WILEY No, 0406001629 USE OF DRAWING uV riv I OvAtx umninu, in* uontractor shall take field measurement# and vortly field conditions, and than carefully compare such Hold measurements and conditions and other Irdo"lon known to the contractor with the Contract Documents before commencing octivitles; Control shelf carefully study and compars the Contact Documento with each other and with Information famished by the Owner and shall at once report to the Architect errors, Inconsistencies or omissions discovered. If the Contractor perform any construction activity knowing It Involves a recognized error, Inconsistency or amission In the Contract Documents without such notice to the Archftsc� the Contractor shelf assume appropriate responsibility for such performance and shelf beat an appropriate amount of the attributable cost The Intent of the Contract Documents Is to Include all items necessary for the proper execution and completion of the Work by the Contractor, The Contract Documents are complementary, and what to required by one shelf be as binding so If required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably Inferable from them as being necessary to produce the Intended results. In cats of conflicting requirements, the more stringent requirements shall apply, without change to Contract Sum or Time. Organization of the Specifications Into divisions, sections and aractes, and arrangement of Drawings shall not control the Contractor In dividing the Work among Subcontractors at In establishing the extant of Work to be performed by any trade, Information shown on this sheet does not authorize changes to Contract Sum or Time units* stated in a separate letter or Change Order. Information shown Is subject to the requirements of the Contract Documents. Contractor Is responsible for dimensions, which #hall be confirmed and correlated at the site, fabrication processes, techniques of construction, quantities, the coordination of his work with Of other trades and Subcontractors, and the satisfactory performance of his work. Morey Creek Professional Center Landscape Plan REVISIOW 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final Site Plan PROJECT#: DATE: 1207 October I I o"01 2 SHEET NUMBER: This drawing copAht 02012 by Daggaft + Grigg Architects, The Architect retain all common low, statutory and other reser4ed this, in addition to the copyright on this drawing. Unauthorized reproduction or use of this drawing is probibited, including derivaWe works. C) 0 / P 0 it 0 t, is 0\ \ \ \ \ If Is, X k, �ss 1\ li'v f', \\ \ \ Is, \ _` — —,- I, V ; `�­­­\ 0 /1 4 is 0 Is \ ''s, 0 itt iff ii f is, -0 f iss V\ ft Ci 0 is fi s, T. M. 76E -A-3 is t t 'A 0" 1 T. M. 7t 12D V __A FOXHAVEN FA)'RM\I-LC\ 10, UNIVERSITY OF VIRGINIA RIEA� ESTATE BALMORAL HEIGHfS'l, D� B., �T3',�3�1 ip, \ I ; I I � i I \ I - - FOUNDATION D. B. 1223-285 "A -386 PLAT ZONED R4 RESIQENTlAL 453 ZONED RI RESIDENTIAL I/ If 0 _is GREENWAY EASEMIENT-- 's i , I -) 'V- 45 CONNECTING FONTAINE AVENUE SO, 45 9 si\_ A"- AND PARCEL 76-12D TRAIL TO BE CONTRUCTED BY THE COUNTY 0 IS, -Qf 0 _—Al Al st f,& if t sp, i -v i V/ s, IV i tt 4 is er y, I 'A Rlr­() I EA,�i�L.V. 44. If CE�­FFE! it lPO 1,)XA4.P,TjE gt VIE ls > 308 PG If/ (X_ "s\, A j /o A k I Nrz) \A if Y. - F 4 67 N" S E W, -)I- 4,Q T Y-, 441 �'A 3 -0- J N" 0J, rV Pp —G -in", -,-D d\_ Ni /E C',-) P L iI �!-C- 1,1B 5'/ P �ly / /\�, ., I - j, a j Is, C)\ IDTF 7�� WI f s, (N(_ If If if IF s 0 J` 0/ -A it Is ol V -,Y) 4 it JI \V\ J! i it I it 1, li 1 lit ts . ..... u 6- f 1 Is "'wv"sI It if A�PROX. LOCATION It f, If n V is, 00 EX. TREES (TYP) tl Is If Is, V� IA , lt� j P -A if 0 �v /* lit 1 0 D 1, \�Iljlj i/h/M 0 V GO o(Y' j is 7� 0A Is, Y�7 \ _ , I A Nis is I -I I I\ ­l� U� IV 1, Pl E -, I .�r I P bObAT40N­ -4 l"! / Al� RO Ji LIMITS OF WETLANDS j F NCE f Is Q -A .0, tn, f-ATInKI e,� - I DEN, 1 0 V "BUCKIN'(514AM" RICHARDSON, LESLIE T OR ANITA JOHN PETER OR ANITA R HOLM ZONED R2 RESIDENTIAL AIU`0`1'23`31� V f.M. 76D -B-2 % A if F E I Z [`TA i J" �i` �N 4 "BUCKINGHAM" -A 2 ", 16A H ILIMAN-, TV %#VISALLY H BROWN & T� k 76 MARY JAN MASSIE RSITY MONTESSORI SCHOOL INC R ZONED R2 RESIDENTIAL if ZONED R4 RESIDENTiAL C) ��s V, q t je�PROX. LO N its, PLA Z), III if if OlitEX, PO Gf":`i!S llf)f�atecl T-_ st� 1-M, P U flit C', or– Vh--t t �io it t L�B 337,�i LU I0 Ili,: Its, i, �o ts-76f,70 'U, st t p"a X > A j if 1 1 RIN Lr) C iss "is If j it sl�j 2, \N, "Is is f F7J T-7. 7 si Is M I ......... , 1' r I/ r si lik' I \ I , I . I t, I . ... . ... I . . X, A - f it t AV "o it I i 3 11 1 _­� - � i l It A _P APPROX.\L C\ATION -,--OF-E-X—. E -- N LU " L Ni U_ . I . . .. . .. CyA I! t t, LL CQ s, "BUCKINGHAM" `� ( -B-1 T�M, 76D s V I-,, o , E F nRLINE OC' A, W i 1 f% I , _- __, I, I % ROOD, VERNON PAUL OR )81 1 11111 . . --ts APPR0`1fIJA`s­ `N 2 kltl, I" fD -91 f"D ZONED R2 RESIDENT 0 Is. t ......... ....... 74- -i) Qr) I . . . . . . OX TER s/ . I I:,�,. ;,:. . " � \ ',4 (N". 0 v — � f� i , ........... j �v , ft i A, It— Ali I il il , % si C?hUuf i�'CEL-.'�LWTITFJ"? I, is V ts It, s 41 K, is f iqe. 0 1 _7 % RAJ,4- :2PA --A Is n,4 V." Is NA Pl; s CP I '—d I 'Itt- l twt tw� Is ps, < hi, LU t", - __ I � , j U is Is 7-1 Uj V 1, Alf is 7 -aft -%ft -ft% U0 V .... v y ------ -- Aft 498 4t., .0oft s .. . . . . . . . 4 > ftwft I' Ll 1 0 n r is Z, -I%. ft -ft 4i\ It` (8 ----------- It'stlis .......... .. it' 014.1 " –7; sIt" st r ftft Ct------ 6 W I PI� __ t V A i", 43, ....... /ty N Wl�­- Is v 11. – , , �lsl V- 7 tit si 7A -1 1.- , , \ 3� I - j V 'it _w -ft V fit Is < s I 4 f Y 0"4 - , ' _' - " I - - I\ \ �� " \ �� I \ I \*I, " 0 is, , Is "ft r7i 4, 8 his N L�B 3&19;5 PG 66"e) its J, fisi _-C 'Y 01 J1.1 07600-00-00-0160 if 0D "C 6 0 a 11, :1 V -'its V........... . y ........... j it o "k .7- 3\ \A Is C/ .......... 0'� fs ss, A A \V 3 0� Urnfviarsffy ......... -F�"khkly-s w is ......... ..... Is, < if t I It I I Is11N ..... I is f?r4 114a5 PG 398 I A tit, is... W, v V is, V It "Its, _.00 1 4 x, 0Is \1 Is, _Q j v .......... 01 % g\ N 0 It V, A3 N , tt 'W" \\\A\ A A,- N\\ , � t I , 1, 11 Is 3;_ C, .0 -7/ // __z is, ACK A� _s 3 0 8 U 140; M46\S e T 7 st t: —7— k, U c3l", IN, _r < 's, t, is x ............. D . . I I I I 6z pir— J, J V, ^6` 1 SCALE 1"=30' d .......... its is P, r > Ek, Asph,'�� lilt �0 �0, st, Q� Is 7, _7 \7- 7 If W sts :7 _�/ 0, U, '41 A, T '7600 '7CO is, 0, -00-00-01 'Isi "o A� --j "N' DOLE? 730 PIG 459 .4 01 Tss� —0, evk hu -ii ____7 —jj -,,HT D1S\1 Trinity an C, re, D8 5 40 PG 3110 ---------- —�tCNH T lJ'FO--- A, A— 2, j 7 Dvg 1P \ - F 07600-00-00-017C ass J daggott + grigy architects pc 100 10th STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 0*00 00 TIMMONS GROUPP 919 2nd Street SE Charlottesville, VA 22902 TEL 434,295,5624 FAX 434.295.8317 www.timmons.com SCOTT W. WMEY No, 0406001629 USE OF DRAWING wv nivi ok,^%.z uKAvviNj. ino "ntractor shall take field measurements and verity field conditions and shall carefully compare such hold measurements and conditions and other Information known to the Contractor with the study and compote the Contact Documents with each other and with Information furnished by the Owner and shall it once report to the Architect orrors, Inconsistencies or omissions discovered. If the Contractor porforms any construction activity knowing ft Involves a recognized error, Inconsistency or omloolon In the Contract Documents wboutsuch notics, to the Architect the Contractor shall assume appropriate rosporfolbililty for such performance and shall bear an oppropristat amount of the siltrIbultable cast, Ths Intent of the Corritact Documents Is to Inclutills oil items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents ore complementary, and what Is required by one shall be as binding as N required by a#; performance by the Contractor shall be required only to the extent consistent with the Contract Documentil and reasonably Inforablis from them as being necessary to produce the Intended results. In coos of confliefing requirements, the more stringent requirements shall apply, without change to Contract Sum or Time. Organization of the Specifications Into divisions, osdons and articles, and arrangement of Drawings shall not control the Contractor In dividing ths Work among Subcontractors or In establishing the extent of Work to be performed by any trade, Information shown on this sheet does not authorize changes to Contract Sum or Time unless stood In a sopsr* letter or Change Order. Information shown Is subject to the requirements of the Contract Documents. Contractor Is responsible for dimensions, which shall be confirmed and correlated at the site, fabrication processes, techniques of construction, quantities, the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work. Morey Creek Professional Center Fontalille Aygnue, MillemaillS Cc, VA STREAM BUFFER DISTURBANCE AREA REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final Site Plan PROJECT #: DATE: 1207 October 1, 2012 SHEET NUMBER: Copyrightilletfice This drawing copAht 02012 by Daggett + Grigg Architects. The Architect retain$ all common law, statutory and other reserved rights, in addition to the copyright on this drawing, Unauthorized reproduction or use of this drawing is prohibited, including derivative works. 4 N 0 0 0 4 N, 0 \ \ N, . ..... X \NN X -, IN t > If 0 N, Ni N N, j Z N, 0 it Xt- Nt V i i _-, - I- 1_� 0 NN _yC; N, X IN IN iT T. M. 76E -A;: Qd� t I if T� M,'f6-.�-12D t FOXHAVEN FARM\LLC\. it t / - A l I i UNIVERSITY OF VIRGINIA REAL ESTATE BALMORAL HEIGHfS'l\[)� B'� V3,3�1 t C', B-, 0 ZONED R4 RESIDEN IAL FOUNDATION D. B. 122 f 3-285 D' 453-386 PLAT IN ZONED RI RESIDENTIAL /0 _-A GREENINAY EASEMENT So, 0 CONNECTING FONT)AINE AVENUE 1V 1 AX AND PARCEL 76-12D TRAIL TO BE Z) Q i I -Q. CONTRUCTED BY THE COUNTY A N A P" C, 01, N h 0 f V 's, 0 <) 0 Ni w V, 465 in, fl-11"NE EA� /E C, 0 j N 136� 308 PC' 1 T1 `i4b 0 vl�.ftlano's 36 1 f-, N (j A, Q v if 'N L \ it Vnf� fill A vW_ IfN ------- APPR0>11- lNf_ N\ /f7- , CO IN ;11l1_F_1--_ 1E I I I Z T, V 0 f if (N.0 VVIDTF-1 �SPEC71 lQ1) C) IV IN, Z NIq 0, 'Z % N VIA /N/ 0 `NN Q) N N, I _P c f "v IN VIR vil le , / , / / 'r - 1\ I 1 11 / 11 11 � 11 � ,, / ; I J., /.� - Ill 41e_ j APPROX. LOCATION 6 V) V\ Wi, 10 1,17 1 1/1 1 1 91� EX. TREES (TYP) z f I __24i 1 V1 yl 1i F�, I I iN j", tl, 'i IN 0 A V/6 2 N, (2)Q UE PHE 4l� (5 IN (2)OST VIR N 11 , I , I ll I l"T (0 Q)-BA�b HAL `N cru 11 tA 0- f k-_ 14)11 1 IN, 1"'66 1'. (18) ILE OPA (4)CAR GLA C -1,-) APPI; rRlil 2 (8)MYR CER JOENCE LIMITS OF WETLANDS j ',O�. ATION­ - -- ---- xv� f 1 1 'j\ �J, OF EX. (14)BET NIG It k i �--c T.M. 76D -B-4 I j "BUCKINGHAMI BLWO11�11F "BUCKINI-`4MAM" RICHARDSON, LESLIE T OR ANITA JOHN PETER OR ANITA R HOLM ZONED R2 RESIDENTIAL Nfi-O"2`3`18 i- 6 kl+) I -IN 0 1 K f N T.M. 76D -B-2 y ,�,, f - 1 11 "BUCKINGHAM" PFl EX. PIN,, �Tll �C, j i (8)TAX DIS Vi 1 N, I " \ I El 00i, I "SALLY H BROWN & H tA61it W LMAN, TY j -All T. M. 76 - 16A W MARY JAN MASSIE SITY MONTESSORI SqHOOL INC ZONED R2 RESIDENTIAL r\1+ f—kr—Olur-114 I �I­NL_ ill iz L C, V_ �v l' I APPROX. LAr' N G'PS "N` Of EX. POPIl f (41 ti PIN VIR ap if M-1 11 66PA 6 �N V;� `0 C GiiI us_; :IlN��STR )I— All o (20) ILE VRT C 6 ;ji i'l I . I 1 0 , : I i V I I I I i ,, , I i A - i - j) T Z� kzz) V 10 Lj r— 1-4 N4 Oil V, 7 Ell' a % qiz-1 V Lyi 6 f to 10 141 t Ri t YP, ya f i i J/\ R, J Jiik - 0 r N'fi toll 7 N, _N\ A 7, V, t N� r IN PRO�. 0 IN _\L CATION If \ :Z,:1 i ii, i W Z: ij, y V r., It WI U_ U Lj_ I 0 n, Ow I- ph (2) 41 -6 j 1 cl '8 N ip, 2 A NT_ (3)ACE RUB F FASEli i__ 10 F ()d I NE r- N` IN 1i C A (2)PLA OCC B� 3 (,'1 B-- P 4 iN­ 1"a :-i INO il1ij'1C_)'f' -11, 11--; jU� i 2 T -N 1 Q �Q, �f,) 9 M, V, "N" 'A -L, �Aj N if It T' 6 H iF T.M. 76D-6-1 "BUCKINGHAM" ROOD, VERNON PAUL OR ZONED R2 RESIDENT N, if CD IN A N �p '10 "I"i`4N __ 'j --- ­" ­-", �, " ML N,� C f N, X f J ,yV g Y — < rn xi N, Z t7u N A 'y' 'k- 4 q iV.� P111 D �u 77 N. :C:QD V N� 01 C) N, -S A n 0, J, 7— -------- 6 14 N� A A if N, 0, , _Q1 7 'N" \N, IN V< 'N IN, `io I f J 17rf "'R Oklsr & K'iltflefipq P, NN 11;T Ni `N j A DB 3895 PG 68,9 ...... 7N %W, �x "1_::1 :, f, I 0 076,00-90-90-016,00 i j �ii V, V, VE;__ A N. if A % C, N� % I, Ni "N o Uki N IN 4-\\ f3) "a3 "'13 ' F"O' 4�98�- 'N" NN It, \`N 10\ 1, I, N, 4 N, I UIN Ni N, VE3 '1'465 PG 3,t�V up "T IN V D V IN L A if i, l / Cl� � N1 0 - IV "N N'\, k �11 Ew Iksp�hiiy,� EriL\ Ali 'N NN it 1 4 N, A. \A NN NN� IN W 1, V \V NN N N, lit, 'N V, \N\ CL) N, I T N, 'N Igmj�jp i V- N Nil N,\ N X N, fi IS \1 M IMA i -A 'N "fl­Otp. vini"I I' -C A\__ )IN NN, -7 V ------ Dl_ kb�yv f`i �'t - I \, N NI \,N All IN V N, p\9 X, ____ I" 'N A r�a 'V \0 V N, ;6 K IN. JAIL Z/ " pmo,,� I K�j N, 4 0 N� V I N, �i�\ 7� N, \ Nc If IN, A, 0", fill )h If _\S\ NN__- 1,517�1 vv A N, t I Al -\ , %\ - 6, 1. IN, 1Y, SCALE 1"=30' A V I, N, `N� M V E�� Asptl 0 30' �0, �01 W T -, �i , \, Ao V) NN 0 1 71 1 _0 _T) St" I D1 TA N, ---------- \--1, 4- 'V4'1'\-N-� N, 'N T'drdt r�-,�sbytedari Church ------ 'N N, 'y -7 % iN NO A V N, V if La Z 0\4 _'N U C 730 PG 4591 101 - DS' &90 PG 340 bo (41 X if, S) _A 0 �_z 'J, M dayget + grijig architects pic 100 1 Oth STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 TIMMONS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434,295.5624 FAX 434.295,8317 www.timmons.com 11 op ,$SAL1 SCOTT W. WILEY No. 0406001629 USE OF DRAWING UV NV I OtALC UKATIFINU. i no "ittraictor shall fait$ field measurements and veri� field conditions and shall carefully compare, such field measurements and conditions and other Infomnstion known to the Contractor with the contract Documents before commencing activities; contractor shall carefully study and compel the Contact Documents with each other and with Information furnished by the Owner and shelf at once report to the Architect Article, inconsistencies or omissions discovered. It the Contractor performs any oonetrudon activity knowing ft Involves a recognized error, Inconsistency at ittritt In the Contract Documents without such noticiat to the Architect the Contractor shag assume appropriate responsibility for such performance and shall bear an appropriate Amount of the attributable cost, The Intent of the Contract Documents to to Include all items necessary for the proper exiecull and completion of the Work by the Contraolur. The Contract Documents are complementary, and what Is required by orf than be a' binding as If required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably Inforable from them is being necessary to product the intended results. In case of conflicting requlrsm#nts, the more stringent requirements shall apply, without chorgal to Contract Sum or Time, Organization of the Speclificollons Into divisions, sections and articles, and arrangement of Drawings shall not contral the Contractor In dividing the Work among Subcontractors or In establishing the extent of Work to be performed by any trade. Information shown on this shiest does not authorize changes to Contract Sum or Time unless statild In a isporsts father or Change Order, Information shown Is subject to the requirements of the Contract Document& Contractor Is responsible for dimensions, which shall be confirmed and correlated at the she, fabrication processes, techniques of construction, quonthl", the coordination of his work with all other trades and Subcontractors, and the satisfactory performancs of his work, Morey Creek Professional Center Fontaine Avenue, Aligimade Co,, VA Mitigation Plan REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final Site Plan PROJECT #: DATE: 1207 October 1, 2012' SHEET NUMBER: Copyright Notice This drawing copyrilillt 02012 by Daggett + Gtg, Architects, The ArchfW retains all comon law, statutory and other reserved rights, in addition to the cop0ght on this drawing. Unauthorized reproduction or use of this drawing Is prohibited, incluffing deNative works, M NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERINr- MAY OCCUR. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. BEGIN A REGULAR PRUNING PROGRAM DURING THE 2ND OR 3RD YEAR AFTER PLANTING REMOVE TAGS, LABELS, AND PLASTIC SLEEVING DO NOT STAKE UNLESS SPECIFIED (SEE NOTES) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP 1/ OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL 0 UNEXCAVATED OR TAMPED SO! DECIDUOUS TREE - STAKING SPECIFIED NOT TO ,! 3- 2" x 2" HARDWOOD STAKES f ROOT BALL / 12 GAUGE GALVANIZED WIRE PLAN VIEW NEW 1/2" RUBBER HOSE 12 GAUGE GALVANIZED WIRE ALLOW FOR SLIGHT MOVEMENT 3 2x2 HARDWOOD STAKES, 2'-6" MIN BELOW SURFACE SET ROOTFLARE FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL PRUNE SUCKERS 4"x18" PERFORATED CORRUGATED PLASTIC PIPE. CAP FLUSH WITH MULCH. 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL CROOT BALL 12GAUGE GALVANIZED WIRE �-- 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 62"X2" HARDWOOD STAKE 1-2" DOUBLE SHREDDED HARDWOOD MULCH TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLAIR SET ROOTFLARE FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS, DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER 6" SAUCER V COMPOST LAYER 4" x 18" PERFORATED CORRUGATED PLASTIC PIPE; CAP FLUSH WiTH MULCH TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHiFT 3X ROOTBALL DIAMETER DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 1-2" SHREDDED HARDWOOD MULCH TO EDGE OF DRIPLINE. KEPT 4-6" AWAY FROM TRUNK FLAIR BACKFILL PLANTING PiT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER. 1" COMPOST LAYER 6" SAUCER IF FIELD GROWN CUT AWAY ALL BALLING ROPES, REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT MULTI -STEM TREE- STAKING SPECIFIED (NON -IRRIGATED SITE NOT TO SCALE NOTE: STAKE EVERGREENS 6' TALLER, ON SLOPES, WITH LAF CROWNS, OR IF LOCATED ON WiNDY SITES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTES). DO NOT WRAP TRUNK SET ROOTFLARE FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS, DO NOT COVER THE TOP OF THE ROOTBALL WiTH SOIL PRUNE SUCKERS 1:1 SLOPE ON SiDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL CONIFEROUS TREE -STAKING SPECIFIED NOT TO SCALE PRUNE CODOMINATE LEADERS RUBBER HOSE GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 2"X2" HARDWOOD STAKE IF FIELD GROWN CUT AWAY ALL BALLING ROPES, REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1" COMPOST LAYER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER. 4" X 18" PERFORATED CORRUGATED PLASTIC PIPE; CAP FLUSH WITH MULCH 1-2" DOUBLE SHREDDED HARDWOOD MULCH TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLAIR. 6" SAUCER TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT. Moto I,VIV 1ti11VCti SHRUB PLANTING SECTION NOT TO SCAL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP OF BALL REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING. INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS, DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. 1-2" SHREDDED HARDWOOD MULCH, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER, SCARIFY PERIMETER ROOTS. BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER. SCARIFY BOTTOM AND SIDES OF PIT HEIGHT VARIES WITH PL 12" MIN. EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 1-2" SHREDDED HARDWOOD BARK MULCH 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH PERENNIAL/ GROUNDCOVER BED PLANTING DETAIL NOT TO SCALE PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS, NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. s VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. s PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. +e PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE NTH DETAILS AND CONTRACT SPECIFICATIONS. CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". to LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. + INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE * UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTIONAGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND TH CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. s PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. TREES QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT REMARKS PIN TAD 3 PINUS TAEDA LOBLOLLY PINE 4' HT B&B OR CONTAINER SINGLE LEADER TIMMONS GROUP DECIDUOUS TREES QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT REMARKS PLA OCC 5 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 3" CAL B&B QUE PAL 6 QUERCUS PALUSTRIS PIN OAK 3" CAL B&B QUE PHE 2 QUERCUS PHELLOS I WILLOW OAK 3" CAL B&B among Subcontractors or in establishing the extent of Work to be performed by EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT REMARKS ILE NEL 15 ILEX X 'NELLIE R STEVENS' NELLIE STEVENS HOLLY 8' HT B&B 3/12/13 REVISED PER COMMENTS PIC ABI 1 PICEA ABIES NORWAY SPRUCE 8' HT B&B PIN STR 12 PINUS STROBUS WHITE PINE 8' HT B&B PIN TAE 22 PINUS TAEDA LOBLOLLY PINE 8' HT B&B 1207 October 1, 2012 THU OCC 13 THUJA OCCIDENTALIS AMERICAN ARBORVITAE 6' HT B&B OR CONTAINER DENSE & FULL This drawing copyright ®2012 by Daggett +Grigg Architects. The Architect retains all common law, statutory and other reserved rights, in addition to the copyright on FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT REMARKS CER FOR 4 CERCIS CANADENSIS'FOREST PANSY' TM EASTERN REDBUD 10-12' HT B&B SHRUBS QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT SPACING BUX BEA 18 BUXUS MICROPHYLLA JAPONICA 'GREEN BEAUTY' GREEN BEAUTY BOXWOOD 36" HT/SPRD CONTAINER 36" OC COR SER 20 CORNUS SERICEA 'ART1C FIRE' ARTIC FIRE DOGWOOD 36" HT/SPRD CONTAINER 36" OC ITE VIR 99 ITER VIRGINICA'HENRY'S GARNET' HENRY'S GARNET SWEETSPIRE 24" HT/SPRD CONTAINER 3'0,C. JUN BLU 20 JUNIPERUS CONFERTA'BLUE PACIFIC' BLUE PACIFIC JUNIPER 24" HT/SPRD CONTAINER 36" OC ROS KNO 63 ROSA X'KNOCKOUT' TM ROSE 24" HT/SPRD CONTAINER 250.C. ROS SUN 8 ROSA X'SUNNY KNOCKOUT' YELLOW ROSE 36" HT/SPRD CONTAINER 4' OC VIB DEN 3 VIBURNUM DENTATUM VIBURNUM 24" HT/SPRD CONTAINER GRASSES QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT SPACING PAN VIR 145 PANICUM VIRGATUM 'SHENENDOAH' BURGUNDY SWITCH GRASS 1 GAL CONTAINER 24" O.C. GROUND COVERS QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT SPACING ELIO COL 414 EUONYMUS COLORATUS PURPLE WINTERCREEPER 1 GAL CONTAINER 18" O.C. JAS NUD 311 JASMiNUM NUDIFLORUM WiNTER JASMINE 1 GAL CONTAINER 18" O.C. JUN SAR 192 JUNIPERUS CHINENSIS SARGENTII SARGENT JUNIPER 1 GAL CONTAINER 30" OC LIR SPI 45 LIRIOPE SPICATA'BIG BLUE' CREEPING LILY TURF 1 GAL CONTAINER 18" O.C. ALBEMARLE COUNTY SITE TREE CANOPY REQUIREMENT GROSS SITE AREA (SF) 12.60 ACRES MINIMUM CANOPY REQUIRED (SF) 10 % OF 548,856 SF = 54,886 SF PRESERVED EXISTING CANOPY (SF) 121,840 SF PRESERVED EXISTING CANOPY (SF) + 10 YEAR GROWTH 121,840 SF- 1.25 (GF)- 15,230 ADDITIONAL CANOPY REQUIRED 0 SF ALBEMARLE COUNTY LANDSCAPE BUFFER REQUIREMENT BUFFER BETWEEN RESIDENTIAL AND COMMERCIAL 2,070 LF BUFFER EXISTING BUFFER TO REMAIN 1,460 LF EXISTING BUFFER BUFFER REQUIRED TO PLANT 610 LF REQUIRED EVERGREEN TREES DOUBLE STAGGERED AT 160C 610 / 15 = 40 EVERGREENS REQUIRED PLANT MATERIAL PROVIDED 50 EVERGREENS PROVIDED ALBEMARLE COUNTY INTERIOR PARKING LOT PLANTING REQUIREMENT INTERIOR PARKING LOT 14 PARKING SPACES @ 1 TREE PER 10 SPACES 2 LARGE TREES REQUIRED 4 LARGE TREES PROVIDED * ALL TREES ARE NOT LOCATED CLOSE TO PARKING SPACES DUE TO UTILITY AND SPACE CONSTRAINTS. ALBEMARLE COUNTY STREET TREE PLANTING REQUIREMENT 1 TREE PER 50 LF STREET 500 LF STREET / 50 LF = 10 TREES 10 TREES REQUIRED 11 TREES PROVIDED E daggett + grigg architects cis c 100 10th STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 �! •i00 s • TIMMONS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434,295,5624 FAX 434,295,8317 www.timmons.com G� Cfl SCOTT W, WIi,EY No, 0406001629 CAPE AR USE OF DRAWING uu nvr auALr. uKAnrnu. i no contractor shall take field measurements and verify flow conditions and shag carefully compare such field measurements and conditions and other information known to the Contractor with the Contract Documents before commencing activitlesi Contractor shall carefully study and compare the Contact Documents with each other and with Information furnished by the Owner and shall at once report to the Architect errors, Inconsistencies or omission* discovered. If the Contractor performs any construction activity knowing g involves a recognlzed error, inconsistency or omission in the Contract Documents without such notice to the Architect, the Contractor shag assume appropriate responsibility for such performance and shag bear an appropriate amount of the attributable cost. The intent of the Contract Documents to to Include all Items necessary forthe proper execution and completion of the Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as If required by off; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonsbly Inferable from them as being necessary to produce the intended results. In case of conflicting requirements, the more stringent requirements shall apply, without change to Contract Sum or Time, Organization of the Specifications Into divisions, sections and articits, and arrangement of Drawings shall not control the Contractor in dtviding the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. Information shown on this sheet does not authorize changes to Contract Sum orTime unless stated in a separate letter or Change Order. Information shown is subject to the requirements of the Contract Documents. Contractor is responsible for dimensions, which shelf be confirmed and correlated at the efts, fabrication prozasess, teohniquos of construction, quantities, the coordination of his work with all other trades and Subcontractors, and the sodefactory performance of his work. Morey Creek Professional Center FoMalne Avenue, Albemarle Co., VA Landscape Notes & Details REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE. Final Site Plan PROJECT #; ATE. 1207 October 1, 2012 SHEET NUMBER; L2NO Copyright Notice This drawing copyright ®2012 by Daggett +Grigg Architects. The Architect retains all common law, statutory and other reserved rights, in addition to the copyright on this drawing. Unauthorized reproduction or use of this drawing is prohibited, including derivative works, REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTE). DO NOT WRAP TRUNK SET ROOTBALL SO THAT THE FIRST ORDER ROOT FLARES ARE SET TO BE FLUSH OR 1-2" ABOVE GRADE IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL 2-3" MULCH LAYER. KEEP 4-6" AWAY FROM TRUNK FLAiR 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: STAKE EVERGREENS VOR TALLER, ON SLOPES, WITH LARGE CROWNS, OR iF LOCATED ON WINDY SITES. 3 X ROOTBALL DIAMETER RUBBER HOSE GALVANIZED WIRE GUY 12 GAUGE WITH PROTECTIVE SLEEVE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT. 2"X2" HARDWOOD STAKE Z-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL iF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS COIR TREE MAT 1" COMPOST LAYER BACKFILL PLANTING PIT WITH NATIVE SOiL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT TREE MAT AVAILABLE FROM: ECODEPOT, LLC. www,ecodepotsales.com CONIFEROUS TREE - STAKING SPECIFIED: STREAM BUFFER AREA LE REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING. INSTALL SHRUB ROOTBALL SO THAT THE FiRST ORDER ROOT FLARES ARE SET TO BE FLUSH OR 1-2" ABOVE GRADE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WiTH SOIL. COIR TREE MAT 2-3" MULCH LAYER REMOVE CONTAINER, SCARIFY PERIMETER ROOTS, BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER. SCARIFY BOTTOM AND SIDES OF PIT SHRUB DETAIL: STREAM BUFFER AREA NOT TO SCALE TREE PLANTING NOTES: INSTALL TWO OF THE THREE STAKE AND GUY WIRES ON THE UPIHILL SID OF THE TREE. GUYING TO ALLOW 4" SWAY IN ALL DIRECTIONS. STAKES AND GUYING i REMOVED AFTER ONE YEAR REMOVE TAGS, LABELS AND PLASTIC SLEEVING, DO NOT WRAP TRUNK POSITION ROOT CROWN 2" ABOVE FINISH GRADE CUT TWINE AND ROLL BACK BURLAP 113 COIR TRETE MAT, PRUNE SUCKERS ORIGINAL GRADE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER. IF FiELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL )T BALL 3AUGE GALVANIZED WIRE '4" HARDWOOD STAKES !SH WITH GRADE RUBBER HOSE WITH 12 GAUGE WIRE AT 120" INTERVALS 2-3" MULCH LAYER TO EDGE OF DRiPLINE, KEEP 4-6" AWAY FROM TRUNK FLAIR 1" COMPOST LAYER FIRMLY FORMED SAUCER (USE TOPSOIL) ANGLE OF REPOSE VARIES WITH STEEPNESS OF SLOPE AND SOIL TYPE TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT 2x2" STAKE FLUSH W/GRADE TREE PLANTING WITH GUYS ON SLOPE; STREAM BUFFER AREA AVAILBLE FROM: EcoDepot, LLC 2023 Goshen Rd, #393 Gaithersburg, MD 20879 P.301-252-5537 www,ecodepot.biz info@ecodepotsales.com TREEMAT 8" SOD STAPLE INSTALLATION GUIDELINES: 1, PLANT TREE ACCORDING TO STANDARD SPECIFICATIONS. 2, GRUB ALL GRASS 1N AREA WHERE TREEMAT WiLL BE PLACED. 3. PLACE TREEMAT AROUND TREE AND SECURE WITH SOD STAPLES, 4. IF INSTALLING ON STEEP SLOPE, ADDtITiONAL STAPLES MAY BE NEEDED. PRODUCT NOTES: 1. TREEMAT MUST BE COMPOSED OF 100016 BIODEGRADABLE, MACHINE -COMPRESSED COIR FIBER WITH 100% BIODEGRADABLE RUBBER COATING ON ONE SIDE, 2. TREEMAT MUST HAVE A CENTER OPENING AND RADIAL SLIT. 3, TREEMAT MUST BE A MiNIMUM OF 1/2" THICK, SIZING: 36" TREEMAT TREE MAT DETAIL TO SCALE 2013-03-11 17:22 PLANT SCHEDULE: MITIGATION PLAN DECIDUOUS TREES QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT REMARKS ACE RUB 3 ACER RUBRUM 'RED SUNSET' RED SUNSET MAPLE 1.5" CAL B&B OR CONTAINER SINGLE LEADER BET NiG 14 BETULA NIGRA'DURAHEAT' RIVER BIRCH 1.5" CAL B&B OR CONTAINER 3-5 STEM ONLY CAR GLA 4 CARYA GLABRA PIGNUT HICKORY 1.5" CAL B&B OR CONTAINER SINGLE STEM OST VIR 2 OSTRYA VIRGINIANA AMERICAN HOPHORNBEAM 1,5" CAL B&B OR CONTAINER SINGLE LEADER PLA OCC 2 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 1.5" CAL B&B OR CONTAINER SINGLE LEADER QUE PHE 4 QUERCUS PHELLOS WILLOW OAK 1.5" CAL U TAX DIS 8 TAXODIUM DISTICHUM BALD CYPRESS 1.5" CAL B&B OR CONTAINER SINGLE LEADER EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT REMARKS ILE OPA 26 ILEX OPACA AMERICAN HOLLY 4' HT B&B OR CONTAINER PIN STIR 17 PINUS STROBUS WHITE PINE 4' HT B&B OR CONTAINER Inferable from them as being necessary to produce the intended results. in PIN VIR _[_7_1 ease of sonfiieting requirements, the mon stringent requirements shall apply, PINUS VIRGINIANA VIRGINIA PINE 6' HT B&B OR CONTAINER among Subcontractors or in establishing the extent of Workto be performed by SHRUBS QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT SPACING BAC HAL 30 BACCHARiS HALIMIFOLIA EASTERN BACCHARiS 18" HT CONTAINER Professional Center ILE VRT 20 ILEX VERTICILLATA WINTERBERRY 18" HT CONTAINER 4' O.C. MYR CER 8 MYRICA CERIFERA WAX MYRTLE 1 all HT CONTAINER 6' O.C. VIB DEN 22 VIBURNUM DENTATUM VIBURNUM 18" HT CONTAINER 4' O.C. * PLANT SCHEDULE QUANTITIES ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRiOR TO BIDDING. STORMWATER MITIGATION REQUIREMENT ALBEMARLE COUNTY DESIGN STANDARD MANUAL PART C: SEC. 17-317 AREA DISTURBED WITHIN WATER 14,890 SF PROTECTION ORDINANCE BUFFER 1- 1,5" CALIPER TREES OR 6' 14, 890 SF/ 400 SF= 38 TREES REQUIRED EVERGREEN per 400 SF 44 TREES PROVIDED 1-t" CALIPER TREE OR 4' 14,890 SF/ 400 SF= 38 TREES REQUIRED EVERGREEN per 400 SF 43 TREES PROVIDED 1-15" -18" SHRUB per 400 SF 14,890 SF/ 400 SF= 38 SHRUBS REQUIRED 80 SHRUBS PROVIDED INSTALLATION INSTRUCTIONS: 1. PLANT TREE ACCORDING TO STANDARD SPECIFICATIONS. 2. PLACE THE SHELTER AROUND THE TREE. 3. DRIVE LONGER STAKES INTO THE GROUND, 4. TIE -OFF ROPE ENDS AROUND TREE. PRODUCT NOTES: 1. TREE SHELTER MUST BE MADE OF 100% BIODEGRADABLE MATERIALS. 2. TREE SHELTER SHOULD BE MADE OF HARDWOOD SLATS WOVEN TOGETHER WITH NATURAL ROPING. 3. TREE SHELTER MUST HAVE LONGER, HARDY STAKES FOR INSERTION INTO GROUND TO PROVIDE SUPPORT. BIODEGRADABLE TREE SHELTER NOT TO SCALE idaggCt + g rigg1 architects Iia 100 10th STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 s TIMMONS GROUP 919 2nd Street SE Charlottesville, VA 22902 TEL 434,295,5624 FAX 434,295.8317 www.tlmmons.com G> U SCOTT W. WII,EY No, 0406001629 �� AR USE OF DRAWING WW rev h aw+r t unn+rsmv, i no contractor shelf take field measurements and verily field conditions and shall carefully compare such field measurements and conditions and other Information known to the Contractor with the Contract Documents before commencing activities; Contractor shall carefully study and compare the Contact Documents with each other and with information furnished by the owner and shall at once report to the Architect errors, Inconsistencies or omissions discovered. If the Contractor performs any construction activity knowing it Involves a recognized error, inconsistency or omieelon in the Contract Documents without such notice to the Architect, the Contractor shag assume appropriate responsibility for such performance and shall bear an appropriate amount of the attributable cost, The Intent of the Contract Documents Is to include all hems necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are complementary, and what Is required by one shall be as binding as If required by ail; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reesonabiy Inferable from them as being necessary to produce the intended results. in ease of sonfiieting requirements, the mon stringent requirements shall apply, without change to Contract Sum or Time, Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Workto be performed by any trade. Information shown on this sheet does not authorize changes to Contract Sum or Time unless stated In a separate letter or Change Order, Information shown Is subject to the requirements of the Contract Documents, Contractor is responsible for dimensions, which shall be confirmed and correlated at the site, fabrication processes, techniques of construction, quantities, the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work. Morey Creek Professional Center fontalneAvenue, Albemarle Co,, VA Landscape Notes & Details REVISIONS 12/3/12 REVISED PER COUNTY COMMENTS 1/29/13 REVISED PER COUNTY COMMENTS 3/12/13 REVISED PER COMMENTS 4/29/13 REVISED PER COMMENTS 6/17/13 REVISED PER ACSA COMMENTS PROJECT PHASE: Final Site Plan PROJECT #: DATE: 1207 October 1, 2012 SHEET NUMBER: L201 Copyright Notice This drawing copyright 02012 by Daggett +Grigg Architects. The Architect ratains all common law, statutory and other reserved this, in addition to the copyright on this drawing. Unauthorized reproduction or use of this drawing is prohibited, Including derivative works, Building 1 Area: 28,201 4 Level 3 LS Plan 1 11 = 401yOn Garage Level LS Plan 1 It = 401.011 Building 1 Area: 35,498 3 (Level 2 LS Plan 1 m = 49-0" Building 1 Ai 2 Level 1 LS Plan 1 it = 401-0 n Parking Tabulation: Garage Level: 233 Level 1: 129 Level 2: 129 Site: 004 •• Zoning Requirement: 400 Surplus: 100 (20710) Total Accessible Spaces: Total Van Accessible Spaces: Total Accessible Spaces: Total Required (1106.1): Surplus: Parking Garage Garage Level (Tier Level 1 (Tier 2): Level 2 (Tier 3: Total: Building 1 Area: Garage Level: Level 1: Level 2: Level 3: Total: IG] 157,3345 E ti �r daggett + grigg architects pc 100 10th STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 F 434.296.3040 USE OF DRAWING DO NOT SCALE Di WNG, no Contractor shall tette field measurements and verity laid conditions and shall carefully compere such field measurements and conditions and other Information known to the Contmctorwith the Contract Documents before commencing sotvHles; Contractor shall carefully study and compare the Contact Documents with each other and with information furnished by the Owner and shall at once report to the Arohliect error, Inconsistencies or omisslons discovered. If the Contractor performs any construction activity knowing It Involves a recognized arca, Inconsistency or omission In the Contract Documents without such notice to the Architect, the Contractor shelf assume appropriate responsibility for such performance and shall boar an appropriate amount of the attributable coal The intent of the Contract Documents Is 10 include all hems neoeasery for the proper execution and compietion of the work by the Contractor. The Contract Documents are complarnMery, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consl stent with the Contract Documents and reasonably Inferablefrom them as being necessary to produce the intended result In case of conllicting requirements, the more stringent requirements shall apply, without change to Contract Sum or nne. Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the work among Subcontractors or in establishing the extent of work to be performed by any trade. Information shown on this sheet does not authorize changes to Contract Sum or Time unless stated In it separate later or Change Order. Information shown Is subject to the requirements of the Contract Documents. Contractor is responsible for dimensions, which shall be oot>hrrned and correlsted at the Me, fabrication processes, techniques of construction, quantities, the coordination of his work with all other trades and Subcontractors, and the satisfactory per fonance of his work. Morey creek Professional Center I: rNne Avenue, Remade Co, VA Life Safety Plana, Parking Tabulation, Area Tabulation REVISIONS PROJECT PHASE: Site Plan Submission PROJECT #: DATE: 1207 December 3, 2012 SHEET NUMBER: G100 Copyright Notice This drawing ceqy iyht t�2012 by Daggett + Grigg Architects. The Architect retains all common law, slsiulory and other reserved tights, in addition to the copyright on this dnswing. Lhmnhorized reproduction or use of this drawing is prohibited, Inducing dedvatve works. E f + +0.0 ; + +0.0 +0.0 + 0.0 0.0 + fl.0 ; + 0.0 + 0.0 f + 0.0 +0.0 + 0.0 +0.0 + 0.0 +0.0 y� a 0.0 +0.0 i + 0.0 + 0.0/�', +0.0� p' +0.0 0.0 LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp Fite Lumens LLF Watts DSX1 LED 2 S2.1A 14 30B700/50K SR3 DSX1 WITH 2 LIGHT ONE 143 -WATT LED, ENGINES, 700mA AIMED DOWN POS. 52.1 IIIHS DS Absolute 1.00 143 MVOLT HS DRIVER, 5000K LEDs, X1_LED-2-30 HOUSE SIDE SHIELDS, B700_50K-SR TYPE 3 OPTICS 3_MVOLT-HS, I les 0 D3.1 10 6444 SURFACE CEILING - CYLINDRICAL DOWNLIGHT D3.1_6444,1es 935 1.00 57 A KACM LED 1 S1.1A 55 638350/40K SR2 KACM LED WITH HLM ONE 73.5 -WATT LED, MODULE, 63 LED's, AIMED DOWN POS. 350mA DRIVER, 4000K COLOR TEMPERATURE, TYPE 2 LENS KACM _LED _1 Absolute 1.00 638350 40K SR2.ies 73.5 KACM LED 1 S1.1D 28 63B350/40K SR5 F� KACM LED WITH HLM ONE 74 -WATT LED, MODULE, 63 LED's, DOWNLIGHT POS. 350mA DRIVER, 4000K COLOR TEMPERATURE, TYPE 5 LENS KACM-LED-1 Absolute 1.00 _ 63B350 -40K_ SR5.1es 74.3 MRBX 32TRT ASY 0S3.1_MRBX S3.1 9 HS Omero Architectural ONE 32 -WATT COMPACT Bollard, 32W CF, FLUORESCENT TRIPLE Asymmetric Distribution TUBE, VERTICAL BASE (ASY), Houseside Shield DOWNPOS. 3 2400 1.00 2TRT ASY._-HS •res 33.5 W4.1 8 104L-3-35LA-NW 1:1104 Half Cylinder Sconce (1) LIGHT ARRAY OF 32 LED LEDs DRIVEN AT 350mA W4.1 104L-3- Absolute 1.00 35LA-NW.ies 33.5 42-f,9 -- grigg architects acct 10010th STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434.971.8848 N F 434.296.3040 m yrN O 2rw2tw Consultants, Inc, 10010th Street NE, Ste. 202 Charlottesville, VA 22902 434.296.2115 USE Of DRAWING uu nv r ar a4e urcAwtrru. 'no vontrector shalt take flab measurements and verify field conditions and shall carefully compare such fiald measurements and conditions and other Information known to the Contractor with the Contract Documents before commorking activities; Contractor shall carefully study and compare the Contact Documents with each other and with Information furnlahod by the Owner and shall at once report to the Architect errors, Inconsistencies or omissions discovered, N the Contractor performs any construction activity knowing it lnv*os a racognized error, inconsistency or omisslon In the Contract Documents without such notice to the Architect, the Contractor "I assume appropriate responsibility for such performance and shall bear an appropriate amount of the attributable cost. The intent of the Contract Documents Is to include all items necessary for the proper execution and completion of the Work by the Contractor, The Contract Documents are complementary, and what Is required by one shall be as binding as 9 required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably Inferable from them as being necessary to produce the intended results, In case of conflicting requirements, the more stringent requirements shall apply, without change to Contract Sum or Time. Organization of the Specifications Into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in "ng the Work among Subcontractors or In establishing the extent of Work to be performed by any trade. Information shown on this sheet does not outhortm changes to Contract Sum Fr Time unless stated in a separate letter or Change Order. Information shown Is subject to the requirements of the Contract Documents. Contractor Is responsible for dimensions, which shall be confirmed and correlated at the site, fabrication processes, techniques of construction, quantities, the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work, Morey Creek Professional Center Fontaine Avenue, Albemarle Co,, VA Photometric Site Plan REVISIONS 1/29/13 REVISED PER COUNTY COMMENTS PROJECT PHASE: Design Development 1.0 PROJECT #. DATE. 1207112112 11127112 SHEET NUMBER. E003Ph Copyright Nolkw This drawing copytight 02012 by Daggett+ Grigg Architects. The Architect retains all common law, statubry and other reserved rights, in addition to the copyright on this drawing, Unauthorized reproduction or use of this drawing Is prohibited, Including dertvadve works. C4 In co In V - r N 0 sti -._ - - Cataaog:ntaniowr: Medeum beam (M} photometry Medium beam (W} photometry ...._. Correatcolorfe ueCT)iHers relyed c*for tenni Brat ire (CC T) muitipf fors D3' ( 9.07} {x7:14} 2704K x'4.92 , 30Q4K x 1.40 , 35QO K x 4.07}„4000K (z 1:14} Wall mount Trackmount Reflector finish multipliers Reflector flnish multipliers CL (x 1.00), CCL (x:0.94},:CCD (x 0.93), CCZ (x 0:76), WH (x 0:82} -.CL &=P finnshes aro tested. CCL ,CCZ &'WNt f are calculated.. GL (x 1,00)/ CCL (x 0,94), CCD {x 0.93}, CCZ (x 0:76), Wil.{x 0,82} -:CL & CCID finishes are:testedXCL,'CCZ &'WH are.calcufated. 10' 1500 LM: 30110P{, CL FiNiSFi: TRlh71 1$00 k:Ni; 3000K Ct FINISH TRIM z 4 v 11112" (30i8rrtnj .. (2931111): _ 'rraNErMls: t5loNG ?. 7dm7Frama. CF7tINCt ;CandkpowgfDiaihpu8en -4iE-'xtsA>`1iiIMETIr -C7Lt5200L30KMClW1C7L15N1: 'Ca+tdtepSuer DfNnnutipR' 4.Ci07LE.,06 �tiN3 : C7L152QGL30KA1GLW/C7Li5Nt. - 7 i 1 1a 1 - - 0 1692 - - H. " . ,5 1664: 156 Oulput,temena:. 14451m 1 118 419; 11 -4 .116 ;112. 171 1 8- 06 -100 5 1664 168' Dutptithumenc 1445 Im- a ;119 119 119 -.148 116'. 116 111 111 106. 106 100 . 10 1834 - - 1 114 _[if i09 '16'7 :109. 105 105: 102 101; .99 ,9b _ .10 1634, -'t 914 111 109 107 189: .105 105: 102 .101 -9e 94 I 15 1594. 443-. 'Ghrrslakfl Cgior Temp:: 3090(( 2 109 '104 100. '97 .102, 96 99. 94 96 .92 :88 - 15 1594. 449. c.MBte6 CakrTarnp': 3000K 2 108 1iS4 i99 gt 142.. '96 89, '04 Be _ 86 14 112° '" 20 15,18 3 - 1U4. 98 93 '89 .9$ 88 94 .efi -0 - � ... 20 �i"m 3 104' 96 0 89 .96: 48 9t, $7 a1 .86 `83 .. 25 1300 562: Moutvvstts 286w -:A Be92 82; :83 91: 82 a8 s; 81 96 -86 78 25 '?303: 562, .Ipputviefta': 26.e yr 4 Be 92 87• '63 81:- 82 I _at 86 -811 '78 i ?0 -768 -5 94- 86 84, .77 R¢,', 76 81. 76 '82 75 ,13 30 768 5 94 .$a 81 77 86� -76 8,4 -76 82- '75 •78 - 8S .351 2&8-, ENba09: 'S4{31nJu. .s p0 -ai 76. 72 '61' 71 79 M 78 71 69 ' 36 -351. 238- off low. 5hmhv '6' 90 -81 78 72 8/_ 71 79 71 78 71 '64 AO '147- -:7 Be 77 T1 X67 7fi: 67 75. .8F Fb $6 95 40 147: - '7 8$ -77 71- B7 76-: 67 75 '.67 74 68 65 45 '35 al -_cRr: 78: 8 82' 73 67- 63 72. e3 71 63 70 'ea '$I 96 35,- 37r -CRr! 78: 8 82 73 67 i63 72- 63 71 -63 30 &$ -6s {2511111) , 50 3 8 78 69 63 80 68, 59 $7 59 87 59 58 . Be 3 9 78 99 es 6o 69 59 67 59 67 59 8 . 55 '1 1. 'scaaMe Crnarl0n:. :0.3 65 60 56 65 5a 64: 56 63 '56 5!i 5 :1 1 aPA17Me Cr!laratrp:. 0.9 10 75 '65• 80 56 63 58 .84 Be 53 .'a1 Cable mount Stent mount 65 0 .0: $5 �00 3` 70 p 70 127tnnij- ,�� (t27mm)- 80 n 6 su o P s0 o sp ° 0048mm) (9211111) SI mUnR Oatrt. MUNI'%Una Cavi-RCRta amok unit Daft, 51Wtipiq URROaf4+R3CR3 9112' na - ZONW. LUMENSAND PE'Rd6NTAGF'S' F"htt0 141 seam Spating t1lf4l WalEx' ttt""��� 21Jri3tn'. 20NAL;Wr,ENBAND'PERCEMd(,S H9'�ght iu InR21 Beam 9paetr .Intbi_ 1Wgtia+ 1 j E . .ia,> v-.=.,Fts7s'eJ:L olameter:. - .�OCtE lUM1159 iLUMIN7UFtE . t Whta4 Plane t.97lydt'68: OJameiei . ren Gr randk,& ea: Ft. 0.30 -- tb9 809%: :g' 86 -6:' -5 66.5 1.18 1168_ - 80,9%- 5'. 68: G'' - 5'. 6.6.5. R.18 0.40 1406 97.3'%: tr 47 1"- 6`� 43.7 01.77 6:40. 1408 97.3% 8' 47 Z:' f 43,7 4,72 0•.60. 1415 100.0% �7' -35. :9' 7` 312 0155 "o 1445, -loge%: -7' .35 8:' 7' $1:2 0.55 0-s0- -1445. 100.11%; &' •2§ 9.' 8`- ae 0):4G -_¢9Q 1445. 706,0?h ,8' 2$ 9':, 8` 28.a 0;48 . - :9';9'20 10 9` 20:8 437 sotle-.1:5 38758'x10' Room, Mkr+kgWrle 2 712', a0ova floor 80150Y10% rtsneWan09s 39'X38. 0' 119504Nakp]tsna IV1+ :CERT094TEaT REAORT NO. F'10622' - - CERtiFitR3'tE$i'rYEi?�JRT'.NO., F'ip022' above no0r, 60t50B0%-Rai&ocian�s iOrdering guide: Cylinders_ promo-inidt,serles Style, Color Colorteixiperature Seam spread Reflectorfinish Inputv,itage., C7L1.5 {1300 Ltaiten} C(Cylfnder} W:= white 7K 2 00K 2 { 7 . i f11- Medi m { w i CCL Comfort { U 120127:. {, � C7L20°(2000 Lumen) aircraft:tablo. Chc6maadJustingitardware for levellnt Cord:1813 AWM'feads',40 8 = Slack >301(.{3000K}: 'W (Wide) (fear} (max): suffixto•part number.. TechnolC+gy A`- Painted alurrifnum 3SK (3500K) Emergency capablllty (lnverter)r,See LED -t Mt S eciffcttion shed, Remote; phosphor technology: Pomota phosphor technologry provides S115 TypeV Increased efficiency and color consistency. Phasphorlansassembtyposltloned Labels in front of LECs array converts blue Qeht co white. Cotorsh)#t wiff nat exceed +/- dOK (9444K} 144K over life, 5 year warranty Opticaf,mixing thamfsen kightoller-specffic iillitln8 chamber redirects back - Example; C7L15CW35KCC0 -�- FeatRures options Input wattage; 27)R/11600 1911161109W (2060 lumen).0!- 4 ) ` Wall mount (G7CW.}; Cast aiuminum:plate. $0tablo for mounting over 3" & 4" CyNndetr.housinga:Afurninum, Suitablis #or mounting over 3 ;or k" outlerbox, outtak boxes. Add finish suf#iii to parrt.numbee AvallablgAn white, black; silver, Track;mount (l MOt ); 5uitab}e fou $astc, Advafit,: Radiustracl4 syst9mx• Silver mounting capabilities: Coiling, waft oir imck(sas.".Lurnittalro:C>pttons" below}, eofor icitily. Cord:1813 AWM leads, 10 amps maximum. Reflector cone: Alumrnon): sr6vkla3 SO*, Cutoff to source & source itiixge: Cable mount (C4CC)Is 5" round. discorativo plats3, No visible hardw. are: Holds Self -hanged aircraft:tablo. Chc6maadJustingitardware for levellnt Cord:1813 AWM'feads',40 Power connection: Attaches to.franie-in kit via push -in connector (On frame), amps maximum. Add finish suffix to pari number. Removable coverprovides access. Stem mount'MiilCPj; 5" r'ound:die4:omtive plate. No visible hardware. Add flnfsh. (max): suffixto•part number.. TechnolC+gy Dimming capabU fty" ED-0IM sped fication.sheet; Q 10V.Saet, LED Roardt Array of high brightness royal blue LEDs. Emergency capablllty (lnverter)r,See LED -t Mt S eciffcttion shed, Remote; phosphor technology: Pomota phosphor technologry provides S115 TypeV Increased efficiency and color consistency. Phasphorlansassembtyposltloned Labels in front of LECs array converts blue Qeht co white. Cotorsh)#t wiff nat exceed +/- UL (sultabie for wet lacakfcns disc It eeikng and wall mount only), CUL, LKE,Y+1. 144K over life, 5 year warranty Opticaf,mixing thamfsen kightoller-specffic iillitln8 chamber redirects back - reflected light through aperture rosulting 1620% Increase inefficlenOy 29 Therrriaimanagement: Heat slnkand thermal deslgnalong»vith claan'rbom: DWHXD white assembly ensures specified performance: 3S C maximum arnbtent envlronnient. :. Rated Pfe: Based on IESNA LM -80,100.9, , 50,000 hours at 10%.1 men ,. rnatntgnanca {L74}: Shipped.separately Ishototnetric.pes3ormance:.Tested In accordance to DDBTXD Textured ak Mog KACM LED vamnp LED Surface LuminaireNotee I Is I1; 11161 TS '1I�� miss! CONSORTIUM fact§ Specifications -�- Length: 17-1f2" H Shippedinstailed 144.5 cm; DDBXD Darkbronze V+/idth: 97-1/2" f44.5 Crp� L �--1- Heights 7-118" (blank) Surfacemount MG t0-10Udimmingdrlm(na controls)' {18.4 crn; :5' Weight 36 lbs SR4 Type!'v` (max): (I6.4kg; SF single fuse(I20,277,347V)I Type Introduction The Contour"' Series luminaires offer traditional square dayforms with softened edges for a versatile look that complements many applications. The KACM LED combines the latest in LED technology with the familiar aesthetic of the Contour"' Series for stylish, high-performance illumination that lasts. It is ideal for replacing 100=25OW metal halide in surface/canopy lighting applications with typical energy savings cif 651Y aril expected service life of over 100,000 hours, s - EXAMPLE: KACM LED 1 63BS30/40K SRS MVOLT DDBXD ttACN( L6t! KACM LED 1 Oneengine 350 mA options: 5112 Typeli MVOLT' Shippedinstailed Stdppedinstalletl DDBXD Darkbronze Boom (g9or63LEDs) 496350/30K 3000K Slr3 Type ill 120' (blank) Surfacemount MG t0-10Udimmingdrlm(na controls)' DBUD Black :5' 94 498350140K 4000K SR4 Type!'v` 2087 TC Through -wire SF single fuse(I20,277,347V)I DNAXD Natural 53, 60A 11.15 -0.60 "1998 100,o%: 490350150K 50QOK S115 TypeV 2401 condulettee a iDoublefuse(208,240,48OV,4 aluminum 'Candk(wwer,DistrihNion ANgLE :h£ANCF WMEN9-. 638350130K 3000K 2771 29 DFL (Diffusing lens DWHXD white -. :. 63B350/40K 4000K347 ,. 3a'X ia' ' ' R00m, worKptanel 2112" Shipped.separately 1. DDBTXD Textured ak 9 2336 _. 'ab4 Roo; ea150r2,0h:f?onacinnces 63B35015OK 5000K 88 480 YK Yoke/trunnior Shipped separately Textured black .3 530 mA options: ,., 93 mount?DBLBXD V10 'Wire guard' DNATXD Textured 5 2298: -. 218 638530/30K 3000K 1998 im .0 119 VG Vandal guard' natural ''119 1 -" 11,61, 111 .. 111 106 106 i 0' aluminum 10 22.57, 88, 63B530/40K 4000K ,:-.. ;1 114 'A11 DVJNGXD Textured white .107 Iegc 63B530/50K 5000K 5 -192 101 99 94 77 (8 ) One Lithonia way a Conyers, Georgia 30012 i phone: 800:279.804.1 a Fax:' 770:918:1209 r wws .dithonia.conl 020'2 Acuity BrandsLighting,,Im All tights reserved. NOTES 1 .MV0ff driver operates on any line voltage from 120.277Y (50/40 Hz). Specify 120, 208;240 or 277 options only when ordaiing with fusing,($F DF options}, 2 Also available as $ separate accessory; see Accessories informatioIt at left.. 3 Not available with. 947 or 480V 4 Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse (DF} requires:208, 240 or 480 voltage option; 2000 LK 30OOfK,;GL FiNISH:.TRIM ngk UnM gats. TrittiJrraWr:' - 07L1520QL301tMCLW 7LZ0N1 putput(ueta,tir Mutaole U1dt paid- RCRt 2 29NALLUMErS AND MRMtffACE&. He1�7l io Intal Boom socin9 tntkl. tNratVit" ON - UMENS-ky, I IRE canted Plane. Feeiranfltes Dj$n10tBY-.. On Ctc Fadcandiaa 911 Et 1.30. 1613 80.T%. - :5' 94 I s . - 7rMJFtuna::. .0-:10 1944 97.3%' CEILING 65 7:' 53, 60A 11.15 -0.60 "1998 100,o%: 7' 48 "199-. r 431 (102 o . a 'Candk(wwer,DistrihNion ANgLE :h£ANCF WMEN9-. C7L1528DL3DKMCLWfC7t29N1 .... 29 10 -. :. del .98; ,. 3a'X ia' ' ' R00m, worKptanel 2112" 102: 1. .. 9 2336 _. 'ab4 Roo; ea150r2,0h:f?onacinnces cERnFtsaTEsrgEPORrnd.. F1np2a' 88 _ 20 -,2095. .3 104 ,., 93 ''.9A ;96. s8 5 2298: -. 218 output Alm "! 1998 im .0 119 119 119 ''119 1 -" 11,61, 111 .. 111 106 106 i 0' :91 10 22.57, 88, :81 ,:-.. ;1 114 'A11 109 .107 Iegc :105105- 5 -192 101 99 94 77 15 '2291 ... .819 Cgrleiatgil Qgiq[ianl(3 :: 3000K: 2 149 4D4 100: '97 '89 i02: 96 - Be ;94 0,92 :88 76, 2a 2095 81. 71 79' :3 104 0 93 96-. _96 94. 0 $1 a8 $3 77' 26'17k 776: Mputw4lfix -395uf 4 99 A2 as: 83 91 82 Be. 81 .56: 80 _78 82 $0 -less 97: - 72: 5 94: Re 81' '77 :86 76 B4. 76 82 '75 '73 arI 05487 330:. 'CNWOyi 50,6.rllvw 6 Be 'et 76 ':72 :81` 71 7S 071 76 70 58 0.9 40. 205- 7g 95;' - - 7 _9& 77 71.. :67 :76, $1 75. 67 74, 65 65' 45. 49 52- Crit;:. ?8- .a 91, 73 6?: ;tis 72' 63 72 63 70 v2 :69 - .. 60 'd .. .... B 78. 69 fl3: '59 .66 -59 .nZ 'S9 67 58' 70 0 55a 1 :2- '8liagkig.CHtailon: -0,8 10 75 85 -6Q .56 ;6G. 56 e4 56 83. ,59 56 =54 76 0 0 0 6570 1, 0 aD a' 7? p o So 0 as a ti 90 .0 1 Correlated color temperature wi) 1n spec as deElned in A34SI_NMA_ANSLG CA j,77.200ar: Speaficauons for the: Ghromauclty:of Solid -State Ligkting #?r`oducts. 2 YJattage::gon zgiled to with(r,S:. s Tasted tigingabsolute.photoenetryw specified in LM74 0NAApproved Metho4foe the Eleartc&i and,Fhotometric Measurements of Sviid-Stata:Ctghting Products: Color rend wring iniiex ivt tiuli:+t- 2%; lea FIXTURE D3e1 CUTSHEET 1 (QW -4 Lum$n Ambitint _Tefn"npro- {LILT} Mokipli-ers 'AledVkArwwentim Ube thwefaMsItsdaierrcinafelatlieauencuip)tf_iauer*w1:ientten"afoies ttl,�jsJtf€rasaresUts7rsitd' Yrgrit(?'4�1?$-1Y�°Ft•.. ,,,m 1)10 Projeowd.LED Lumen i3tiaintenaflse. Dataratrenmthe e{srapaiatsctperfxrvartsaproja cirssf the-KACMLED1SIPS30 taatf rmna30 archignt,tbas2dmt0,tCOheursollH? asMtr9{t dpxlglNAtU% got mndl04 dRif I�HAih121.`17}: Tocdctlate,P. usghei3mznrnararrr facgrthatoziespat&IDItodesliedrumt7o ofi}iara6tgraurstafana pct osher3urnanrn3intarancevatuas oxRactiacnry. s r M i ;43�i, Elect kica.116 d if43T' �i4 SfttV OSR 0.33 U33 O:T3 0.14 Q13 350 7�l Q66 9:� 1134. 4.� 9.23 QII. M0 lo:W 101 0.58' 1150 0:90 035' M5 2 FIXTURE S1.1A AND S1.1 D a• E003a CUTSHEET , 2000 LM, 3000K, CL -Candiepmver DisidbUtlarr FINISH TRIM 'ANME-MEANGP LUMENS 52298. ngk UnM gats. TrittiJrraWr:' - 07L1520QL301tMCLW 7LZ0N1 putput(ueta,tir Mutaole U1dt paid- RCRt 2 29NALLUMErS AND MRMtffACE&. He1�7l io Intal Boom socin9 tntkl. tNratVit" ON - UMENS-ky, I IRE canted Plane. Feeiranfltes Dj$n10tBY-.. On Ctc Fadcandiaa 911 Et 1.30. 1613 80.T%. - :5' 94 I s . - 5" age 11.75 .0-:10 1944 97.3%' 6'. 65 7:' 53, 60A 11.15 -0.60 "1998 100,o%: 7' 48 "199-. r 431 (102 0.90 1998 100.0%'8` -162 37.9! a - 9'- 35.9 03.68 .9' 29 10 28.9 abs „ 109 del .98; 190: 3a'X ia' ' ' R00m, worKptanel 2112" 102: 96 9$' 94 'ab4 Roo; ea150r2,0h:f?onacinnces cERnFtsaTEsrgEPORrnd.. F1np2a' 88 _ 20 -,2095. 1 Correlated color temperature wi) 1n spec as deElned in A34SI_NMA_ANSLG CA j,77.200ar: Speaficauons for the: Ghromauclty:of Solid -State Ligkting #?r`oducts. 2 YJattage::gon zgiled to with(r,S:. s Tasted tigingabsolute.photoenetryw specified in LM74 0NAApproved Metho4foe the Eleartc&i and,Fhotometric Measurements of Sviid-Stata:Ctghting Products: Color rend wring iniiex ivt tiuli:+t- 2%; lea FIXTURE D3e1 CUTSHEET 1 (QW -4 Lum$n Ambitint _Tefn"npro- {LILT} Mokipli-ers 'AledVkArwwentim Ube thwefaMsItsdaierrcinafelatlieauencuip)tf_iauer*w1:ientten"afoies ttl,�jsJtf€rasaresUts7rsitd' Yrgrit(?'4�1?$-1Y�°Ft•.. ,,,m 1)10 Projeowd.LED Lumen i3tiaintenaflse. Dataratrenmthe e{srapaiatsctperfxrvartsaproja cirssf the-KACMLED1SIPS30 taatf rmna30 archignt,tbas2dmt0,tCOheursollH? asMtr9{t dpxlglNAtU% got mndl04 dRif I�HAih121.`17}: Tocdctlate,P. usghei3mznrnararrr facgrthatoziespat&IDItodesliedrumt7o ofi}iara6tgraurstafana pct osher3urnanrn3intarancevatuas oxRactiacnry. s r M i ;43�i, Elect kica.116 d if43T' �i4 SfttV OSR 0.33 U33 O:T3 0.14 Q13 350 7�l Q66 9:� 1134. 4.� 9.23 QII. M0 lo:W 101 0.58' 1150 0:90 035' M5 2 FIXTURE S1.1A AND S1.1 D a• E003a CUTSHEET , 2000 LM, 3000K, CL -Candiepmver DisidbUtlarr FINISH TRIM 'ANME-MEANGP LUMENS 52298. 218 TrittiJrraWr:' - 07L1520QL301tMCLW 7LZ0N1 putput(ueta,tir 1996-1m. CEJLINO 0 :119 ' 1 119 30..-m 119 119 7 116: 161 116 - 11', . 711 '. -106 - 108 .0 --'106 7 ' .10 2292 0.9tJ 1999.-locey" :a'.. _9 ;114 ill 109. 107 "199-. .1113 105• -162 16i a - 94 't5 ':22¢1 ... '619 .. . .Cprisfabd (pisr 7eatp,. 3000K- „ 109 del .98; 190: ;97 102: 96 9$' 94 46- 92 ':86 88 _ 20 -,2095. .3 104 93 ''.9A ;96. s8 94 :sl 91' 83 25 1792 776 tnowwatta': 38.sw 4 99 92 86 83 :91 a2 88, :81 86 Be 78 30 1088- - - .. 5 94 Be, 61 77 86: '78 84 16 82 '75 .73 36 :487- 330 BMoagyt :50.6 M& 6 00 81- 76, 72 81. 71 79' 71 78 70 89 40 205'- :7 66: 77' 87 Ff '67 78 75 67 i4 '66 - 65- 45 49" -52- CRC: ?8 ,6 82 73 97: 63 72: 63 7,1 63 70 .$2 - 61 59 A 9 78 691 63 59 68- .65, '59 67 -64. 59 -67 $9 56 - 55 2: 2. s"*9:C,titIldois; 0.9 la 7g 95;' 64 '.5s 158 'S8 $3 -56 .. 54 60 1 66 70 0 76 0 0 $0 c as 0 0 aD a' .MWIFl1P TEST FIEPORT NO..::F1oti23' Philips Lwttolier, IUPSAt N a ioLwebmaster(�philipscom t�oa} 6rss131 vy, vrmv,NgiltoAarcom e7L1SC.1Z7L26C August1012412 Specifications are subjeci:to arrange vikhout notice: 0 Koninkilike Philips Electronics tV ,2012A1f:rights roserved 1 Correftsted ColorTeinperaWre wtthrn specs:os defined to ANSI_NEfeIA_ANSM G7g.377- Miwt�eunitioata•tdgttz 20th:S�aflpuonsicreheGhromaticfiyofi spa0hg 'mdai; Wafls.: Solid'-State'Uirhun;Pro&Icts. Ott Cir Fbwoam a sd Of.. 'Wattage-contrplied: to.wlihwa 5% 5 " 92.0 1,75' is, 60.4 1.15'Tested us Ing absolute,photonnetry ss _specified 7:- 43:1 0.82, inLM74;IESi`lAApp'oye4Netltod{ortha 8r' 36:9 0.68 a' 2aa p,65 Bectricat and photometric hteasuremeits of 36'>;;ss 10 f200u1 Nlor i:ane 2 v2? SolydwStsie LlghdnyProducts above fl or; ovwstz0x R&iaectanees 4Color lis nderrng in4ex within fl -2'k, eaggett + SASS a mhfte¢ts pi¢ a n 100 10th STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434,971.8848 F 434.296,3040 ,x 2rw a 3 c 2rw Consultants, Inc. 10010th Street NE, Ste, 202 Charlattesvlte, VA 22802 434.296.2116 USE OF DRAWING UV nu i at;A= UKAlntfltt, i ne uontractor shag take field measurements and varffy field conditions and shat carefully compare such field measurements and conditions and other Information known to the Contractor with the Contract Documents before commencing activities; Contractor shat carefully study and compare the Contact Documents with each other and with information furnished by the Owner and shat at once report to the Architect ori'ors, inconsistencies or omissions discovered. If the Contractor performs any construction acdvfty knowing it Involves a recognized error, inconsistency or omission in the Contract Documents without such notice to the Architect, the Contractor shat) assume appropriate responsibility for such performance and shag bear an appropriate amount of the attributable cost. The Intent of the Contract Documents Is to include at gems necessary for the proper execution and completion of the Work by the Contractor, The Contract Documents are complementary, and what Is required by one shat be as binding as 9 required by at; performance by the Contractor shat be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the Intended results, In case of Conflicting requirements, the more stringent requirements shat apply, without change to Contract Sum or Time. Organization of the Specifications Into divisions, soctons and ardclas, and arrangement of Drawings shag not control the Contractor In dividing the Work among Subcontractors or In establishing the extent of Work to be performed by any trade. Information shown on this sheet does not authorize changes to Contract Sum or Time unless stated in a separate letter or Change Order, Information shown Is subjoct to the requirements of the Contract Documents. Contractor Is responsible for dimensions, which shat be cordirmed and correlated at the site, fabrication processes, techniques of construction, quandaes, the coordination of his work with at other bides and Subcontractors, and the satisfactory performance of his work, Morey Creek Professional !Center Fontaine Avenue, Albemarle Co„ VA LIGHTING CUT SHEETS 1 REVISIONS 1/29/13 REVISED PER COUNTY COMMENTS PROJECT PHASE: Design Development 1.0 PROJECT #: DATE: 1207/12112 11127112 SKEET NUMBER: E003a Copyright Notice This drawing copyright 02012 by Daggett + Grigg Architects. The Architect retells a# common law, statutory and other reserved rights, in addition to the copyright on this drawing. Unauthorized reproduction or use of He drawing is prohibited, Including derivative works, c r r tV C* amok Uhl! Cafe :ZONAL Wf,r E Afb) P&RCENMM - .Height to Intlet.- F001tamies ttla,fuSter' 034. - ' 1613. 80,7% •Ligh(edPona 5'.' 94-.e.' 040. 1944. 97.3%-. 6'. 65, "7" 4-sa 149a' 'logo% 7 46 & ' 0.9tJ 1999.-locey" :a'.. 37, 29- tie' .MWIFl1P TEST FIEPORT NO..::F1oti23' Philips Lwttolier, IUPSAt N a ioLwebmaster(�philipscom t�oa} 6rss131 vy, vrmv,NgiltoAarcom e7L1SC.1Z7L26C August1012412 Specifications are subjeci:to arrange vikhout notice: 0 Koninkilike Philips Electronics tV ,2012A1f:rights roserved 1 Correftsted ColorTeinperaWre wtthrn specs:os defined to ANSI_NEfeIA_ANSM G7g.377- Miwt�eunitioata•tdgttz 20th:S�aflpuonsicreheGhromaticfiyofi spa0hg 'mdai; Wafls.: Solid'-State'Uirhun;Pro&Icts. Ott Cir Fbwoam a sd Of.. 'Wattage-contrplied: to.wlihwa 5% 5 " 92.0 1,75' is, 60.4 1.15'Tested us Ing absolute,photonnetry ss _specified 7:- 43:1 0.82, inLM74;IESi`lAApp'oye4Netltod{ortha 8r' 36:9 0.68 a' 2aa p,65 Bectricat and photometric hteasuremeits of 36'>;;ss 10 f200u1 Nlor i:ane 2 v2? SolydwStsie LlghdnyProducts above fl or; ovwstz0x R&iaectanees 4Color lis nderrng in4ex within fl -2'k, eaggett + SASS a mhfte¢ts pi¢ a n 100 10th STREET, NE, SUITE 200 CHARLOTTESVILLE, VA 22902 T 434,971.8848 F 434.296,3040 ,x 2rw a 3 c 2rw Consultants, Inc. 10010th Street NE, Ste, 202 Charlattesvlte, VA 22802 434.296.2116 USE OF DRAWING UV nu i at;A= UKAlntfltt, i ne uontractor shag take field measurements and varffy field conditions and shat carefully compare such field measurements and conditions and other Information known to the Contractor with the Contract Documents before commencing activities; Contractor shat carefully study and compare the Contact Documents with each other and with information furnished by the Owner and shat at once report to the Architect ori'ors, inconsistencies or omissions discovered. If the Contractor performs any construction acdvfty knowing it Involves a recognized error, inconsistency or omission in the Contract Documents without such notice to the Architect, the Contractor shat) assume appropriate responsibility for such performance and shag bear an appropriate amount of the attributable cost. The Intent of the Contract Documents Is to include at gems necessary for the proper execution and completion of the Work by the Contractor, The Contract Documents are complementary, and what Is required by one shat be as binding as 9 required by at; performance by the Contractor shat be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the Intended results, In case of Conflicting requirements, the more stringent requirements shat apply, without change to Contract Sum or Time. Organization of the Specifications Into divisions, soctons and ardclas, and arrangement of Drawings shag not control the Contractor In dividing the Work among Subcontractors or In establishing the extent of Work to be performed by any trade. Information shown on this sheet does not authorize changes to Contract Sum or Time unless stated in a separate letter or Change Order, Information shown Is subjoct to the requirements of the Contract Documents. Contractor Is responsible for dimensions, which shat be cordirmed and correlated at the site, fabrication processes, techniques of construction, quandaes, the coordination of his work with at other bides and Subcontractors, and the satisfactory performance of his work, Morey Creek Professional !Center Fontaine Avenue, Albemarle Co„ VA LIGHTING CUT SHEETS 1 REVISIONS 1/29/13 REVISED PER COUNTY COMMENTS PROJECT PHASE: Design Development 1.0 PROJECT #: DATE: 1207/12112 11127112 SKEET NUMBER: E003a Copyright Notice This drawing copyright 02012 by Daggett + Grigg Architects. The Architect retells a# common law, statutory and other reserved rights, in addition to the copyright on this drawing. Unauthorized reproduction or use of He drawing is prohibited, Including derivative works, c r r tV C* 1)S:{'#Lt'p 1 t!rfi die .. -series Size ' r4ra,o shippadlncluded Shippedinstalle.d LED ,4rea Lumihair6 , rn��, 6110! '. ,. SR3. T,yp.'e..tli 331 SPA >�t.p.,'c PE 8:NEM 1;4,(Hhtc4itCeOtin-il`{ f`40 -c Uo It�t.6,';Ti Tt�Uars�'plssk 2 TWR?eiigirHt liiBi31dt4(Nf K SR$ Typei4 Ail? rHi>~blirq D146 ltHtteirgti iwt{notrtrtial` l } The O�Odeesty inti of the D Seri@� t5 dlClYig to WPW �.ii� : �t15 ,j�`Po� �,�j3, RPA Iesi;adon> yet (?t`ogre'S56V.4 �ui1(P,iHkltiiRs�LQPitielidllCYldl�xil+�i (rf�ivU( use Paint UT statement even as it bleu s.seaHesslyWith its, • $�r�1,'1f tC�if�ltlS - envirctnrii�Yit: 115: f { .. the I).; orle5 r�lsttll a'th.6 nAt a. �f tete Dicot ill? VA- �w. t- ti 6A #all itratkei 1i! LED technloo iiito cit Mi It pGlftxYCnlrt , h4i t: Length. Wine Guard � TyI t7, 1U87fxi/KiiC 3At3f effifcacy, tong -life lurninaic.. The outstanding Sp RA f)ILL Uimelts,216,etisr performance resLilts In sites eiiith., width.ph,?tonwtr'Ic r> 41801 excelleintuniform#syr gCi t+'Y pH s spacing and Hptglrt UtliltytllLioHl ( Ic?t?OYjC?\+rdj'it"a}tj IEiS'I(EiI I{23 CE3IC.inf :. Weight 27 ids I I metal halide iYr e striae end arePl. lighting, {max$; TrA �sefiGyitr�a`ia! x appk6,tions vvith typical-etnergy:Savin9s-'of 65% #lt �Jtppapitl3of4'lo, lif 0t yor lwi, i . hours DS. tt> sell tvnttiihte a ° 1 lAIVII�LE.- DS � E MYULi ai�l� I��E3XI 1)S:{'#Lt'p 1 t!rfi die 534mAoptioits: Sia ;