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Home My WebLink AboutSDP200400079 Plan - Approved Final Site Plan and Comps. 2005-10-18FINAL SITE DEVELOPMENT PLANS FOR JEFFERSON QUARRY BUILDING TM 60 PARCEL 48A DB 1037 PAGE 329 JACK JOUETT DISTRICT, ALBEMARLE COUNTY, VIRGINIA LEGAL REFERENCE: TM 60 PARCEL 48A SOURCE OF TITLE FOR PARCEL 57B: DB 1037 PAGE 329 OWNER: MR. & MRS. G.W. BARLOW c/o VIRGINIA NATIONAL BANK P.O. BOX 351 CHARLOTTESVILLE, VA 22902 DEVELOPER: TURNER ENTERPRISES, LTD. P.O. BOX 5347 CHARLOTTESVILLE, VA 22905 ATTN.: DAVID TURNER ZONING: C-1 COMMERCIAL EC - ENTRANCE CORRIDOR OVERLAY DISTRICT MAGISTERIAL DISTRICT: JACK JOUETT SOURCE OF BOUNDARY SURVEY: PLAT BY B. AUBREY HUFFMAN & ASSOCIATES, LTD, DB 796 PAGE 458. PLAT BY GLOECKNER, LINCOLN & OSBORNE, INC. DB 854 PAGE 721 SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY BY KIRK HUGES & ASSOC, PERFORMED 1993, TOPOGRAPHIC SUIRVEY OF DETENTION POND BY RIVANNA ENGINEERING & SURVEYING PLC, PERFORMED ON 10-30-00. BENCHMARK: USGS MONUMENT No. 755. ELEV = 563.49 SETBACKS: FRONT YARD: BUILDING -30' FROM PUBLIC R/W PARKING - 10' FROM PUBLIC R/W SIDE YARD: NONE REAR YARD: NONE MAXIMUM BUILDING HEIGHT: 35' PAVING SPECIFICATIONS: PAVEMENT: REFER TO DETAILS ON SHEET 2 SIDEWALKS: 4" - 3000 PSI CONCRETE DUMPSTER PAD: 6" - 3000 PSI CONCRETE CURRENT USE: VACANT PROPOSED USE: OFFICE BUILDING PARKING SCHEDULE: REQUIRED: 1 SPACE PER 200 SE OF NET OFFICE SPACE. NET OFFICE AREA = 32,400*0.80 = 25,920 SF 25,920 SF/200 SF = 129.6 SPACES PROVIDED: 136 SPACES (INCLUDES 5 HANDICAP SPACES) LOADING SPACES REQUIRED: 3 LOADING SPACES PROVIDED: 2 LAND USE SCHEDULE: 500 0 PRE -DEVELOPMENT SE BUILDING: 0 SF PAVED: 0 SE OPEN: 88,049 SF TOTAL: 88,049 SF GENERAL NOTES 1. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY. BRING ANY -DISCREPANCIES TO THE ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. 3. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE. 4. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 5. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. 6. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIE OR A DECORATIVE LUMINARY WITH FULL CUTOFF OPTICS. 7. TRASH REMOVAL: ONE DUMPSTER WILL BE PROVIDED AT LOCATION SHOWN ON PLAN. THERE WILL NOT BE ANY RECYCLING CONTAINERS 8. EXISTING LANDSCAPING CONSISTS PRIMARILY OF DECIDUOUS WOODED AREAS. 9. NO SLOPE WILL EXCEED 2:1. 10. THE ACTUAL NUMBER OF EMPLOYEES WILL BE DETERMINED WHEN LEASES HAVE BEEN SIGNED. IT IS ESTIMATED THAT THERE WILL BE 210 EMPLOYEES. 11, THE FOLLOWING WAIVERS MUST BE APPROVED BY THE PLANNING COMMISSION: A. A MODIFICATION TO ALLOW A REDUCITON IN THE REQUIRED NUMBER OF OFF-STREET LOADING SPACES (SECTION 4.12.7.6). 12. NO OTHER ACCESSORY STRUCTURES OR EQUIPMENT WILL BE LOCATED ONSITE OR ON THE BUILDING. SITE 04D Iffy RD o RrE 250 VICINITY MAP GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE 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 ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS /ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, 4. DATUM FOR ALL ELEVATIONS SHOWN IS 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 THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. s ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO COMMENCEMENT OF 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 (V.D.O.T.). 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 V.D.O.T., 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 4:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 1 1dm_ 51-r submi , .rte ype 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. Revieried andApprovet.1 by ffi (Gommunity 0ev llopirTi rit Department 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION IfNDUSTRY (29 CFR PART 1926). Date-. 18 Vr-i-t,6+ zw o s' DRAWING INDEX 1 of 3 COVER SHEET 2 of 3 SITE PLAN 3 of 3 LIGHTING PLAN DETAILS IN�[1�117 9 POST -DEVELOPMENT 500 0 10,800 SE 12.3 0 40,090 SE 45.5 100 37,159 SF 42.2 100 88,049 SF 100 GENERAL NOTES 1. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY. BRING ANY -DISCREPANCIES TO THE ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. 3. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE. 4. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 5. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. 6. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIE OR A DECORATIVE LUMINARY WITH FULL CUTOFF OPTICS. 7. TRASH REMOVAL: ONE DUMPSTER WILL BE PROVIDED AT LOCATION SHOWN ON PLAN. THERE WILL NOT BE ANY RECYCLING CONTAINERS 8. EXISTING LANDSCAPING CONSISTS PRIMARILY OF DECIDUOUS WOODED AREAS. 9. NO SLOPE WILL EXCEED 2:1. 10. THE ACTUAL NUMBER OF EMPLOYEES WILL BE DETERMINED WHEN LEASES HAVE BEEN SIGNED. IT IS ESTIMATED THAT THERE WILL BE 210 EMPLOYEES. 11, THE FOLLOWING WAIVERS MUST BE APPROVED BY THE PLANNING COMMISSION: A. A MODIFICATION TO ALLOW A REDUCITON IN THE REQUIRED NUMBER OF OFF-STREET LOADING SPACES (SECTION 4.12.7.6). 12. NO OTHER ACCESSORY STRUCTURES OR EQUIPMENT WILL BE LOCATED ONSITE OR ON THE BUILDING. SITE 04D Iffy RD o RrE 250 VICINITY MAP GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE 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 ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS /ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, 4. DATUM FOR ALL ELEVATIONS SHOWN IS 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 THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. s ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO COMMENCEMENT OF 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 (V.D.O.T.). 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 V.D.O.T., 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 4:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 1 1dm_ 51-r submi , .rte ype 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. Revieried andApprovet.1 by ffi (Gommunity 0ev llopirTi rit Department 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION IfNDUSTRY (29 CFR PART 1926). Date-. 18 Vr-i-t,6+ zw o s' DRAWING INDEX 1 of 3 COVER SHEET 2 of 3 SITE PLAN 3 of 3 LIGHTING PLAN DETAILS IN�[1�117 9 Benchmark 500 Existing Contour or Elevation --0/E-- Overhead Electric 500 Proposed Contour Elevation Power Pole x [500] Proposed Spot Elevation •-� Prop. Light PoleSlopes w Greater Than 25% MH Manhole C APPROVALS PLANNING DEPARTMENT ZONING DEPARTMENT INSPECTIONS DEPARTMENT SERVICE AUTHORITY ENGINEERING DEPARTMENT VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA HEALTH DEPARTMENT BOARD OF ARCHITECTURAL REVIEW ERE OFFCAE . a� CO LO CO NLTH OF T10 THY R. MILLER CERTIFICATE No. 30542 SS/ONAL EN 1 Revisions: NO. DESCRIPTION I DATE �►�/:c�CL ••KTiTi'iL�ii�[Il�'�1 • 0 v .o N E P co ® MM c. C� �Cjo w 14 (-" C W CD CQ�E- � � w a p C � O a oLo NLTH OF T10 THY R. MILLER CERTIFICATE No. 30542 SS/ONAL EN 1 Revisions: NO. DESCRIPTION I DATE �►�/:c�CL ••KTiTi'iL�ii�[Il�'�1 • 0 v .o N E P LANDSCAPE SCHEDULE Huntington Village � DB 754-026 HEIGHT QUANTITY CANOPY TOTAL TREE BOTANICAL & MINIMUM @ PLANTED 10 YEARS CANOPY KEY COMMON NAME CALIPER PLANTING AREA Platanus x Acerifolia O CD P,, w T-1 2 1/2" 11' 24 368 sf 8,832 sf London Plane Tree Querns Rubra co T-2 2 1/2" 11' 11 335 sf 3,685 sf Red Oak C CD ,= rotaegus Phaenopyrum � � T-3 1 1/2" 6 11 107 sf 1,177 sf o Washington Hawthorn P, Acer Rubrum T-4 2 1/2" 9' 6 286 sf 1,716 Red Maple C. A piculatis S-1 N/A 24" 132 N/A N/A Cranberry Cotoneaster Ilex Opaca S-2 — 24" 54 55 sf N/A Dwarf American Holly Hydrangea Quercifolia S-3 — 24" 11 N/A N/A Pee Wee Clethro alnifolia S-4 — 24" 12 N/A N/A Sxteen Candles Ltea Virginica S-5 — 24" 4 N/A N/A Little Henry Prunus Laurocerasus S-6 — 24" 326 N/A N/A Cherry Laurel TOTAL 15,410 sf NOTE: S-1 shrubs shall be planted five feet on center. S-1 shrubs fronting the southern and eastern property lines* TM 60 PARCEL 49C Rectors & Visitors of UVA DB 661-247 Zoned: L i Use: Institutional . - v uwu Huntington Village � DB 754-026 W Zoned: R 15 Use: Residential co Exist. MH Top=582.1 Id e—= Inv In=577.9 Inv Out=578,0 m M -. ;s � 0 c O CD P,, w w . - v uwu o,�� L T H TIMOTHY R. MILLER CERTIFICATE No. 30542 I SSIONAL 1NG Revisions: NO. I DESCRIPTION DATE 5 Cty Comments 12-14-0 7 ARB Comments 05.09.05 8 REV Details 6.21.05 9 REV Headwall 7.29.05 � � W � 411 co O � m M CC) o � 0 c CD P,, w w co C CD ,= � � x o pa 0 o � P, o,�� L T H TIMOTHY R. MILLER CERTIFICATE No. 30542 I SSIONAL 1NG Revisions: NO. I DESCRIPTION DATE 5 Cty Comments 12-14-0 7 ARB Comments 05.09.05 8 REV Details 6.21.05 9 REV Headwall 7.29.05 STORMSEWER PROFILES .............................. 3 of 3 SCALE:''i " = 10' �Horz. & Vert.) ................................................................................................................................................................................................................................................................................................_.......................................................................................................................................................................................................I .......................................... ......................................................................................................................................................................................................................... .............. ......... ............. ........................................ ....................................................................................................... ........... .-.............. ............................................................................... ... ............................................................ ............................. ............................................................................ ................................................................................... ..................................................... ................ ............................................ ....................... ............................... .........................................L ............................................................................................................................................................................................................ ............ ............................ ........................................................................................................................................................ ...............i ..._....._ ........................................................... ........................ ................................................................................................ -.......................................... ................................................................................................................................................................ I.......................... ........................I E A 3 AS2 400M SR4SC CZ) : � r� it............... ........ 1 80 20.0 a w w 2 C-2 670.4 ARCHITECTURAL ARM- ONE 400 -WATT CLEAR • .... .... ......... ....._............................................. _....._... LL._o......... Q:.:> .............. E1 57 ..................... ..... _... _..... __------------- --o ..If...................... ......... --- ---.... ........................... ............ . ...... ......... ............ .... � �....�75 ..........� ' 4 C-2 516.3 W � 20.0 -48.8 9i........ .................................. .... ..., .... __.. T ......... ...... .... .......... .......... ... / 20.0 "1 -12.3 57 -. n >..� .... ....... � � � � ..... ..... ........ .. _ F-Inisneo Grad _.... 20.0 .- .;.... 7 0 7 A 683.3 o 1 411 . a; 0.0 .......................... ........... .......... .._.......................... ...... lisf....Orod.e::: ...... _.... ............. ... .. /. .d. ... _......... ................. ..... TH Or i 56 __.. W _. ............................. ........:........ � W 65 / ...... ........ ai ' ......: n a� �o O `1 HDP .011 ...C - . ... . @ 2-14-01 .. 105.09.07 .....56 60 _ ..... End ...Sk c t i on --------------- . ..I Inv -560 .74 55 ..__.:... _------------------- ---- ........ _........ 155 ........ .................... ..... ........ .. _ . ... .... ... ... . ..:.::.:I i j............ ' 55 .... ........... ,. ....................................._.... .... _. :::: ....:.:. ... ......... .. ..... .._... .. ........ --- ..... ... .., ... :....... . ......� ...::.:. ...:. .., _ ... ..... I X50 2 STORM SEWER PROFILES ...................................................................................................................... 3 of 3 SCALE: 1' = 10' (Horz. & Vert.) Pond Embankment 24" RCP Outlet Inv = 557.0 Concrete Lintel 68" Di ❑ Concrete Anti -Vortex Device } _ W/DI-7 Grate Inlet Crest Elev = 562.9 Weir Elev = 561.9 V Weir 1 3' Diameter Concrete Riser 12' Orifice Orifice Elev 560.5 Typ of Two Build on Elev = 560.0 Opposite Sides 6' Bio -Filter Area Refer To Detail Elev = 557.0 ;I( 18° Depth of VDOT 68 r_T"' CONCRETE RISER STRUCTURE DETAIL 3 of 3 NOT TO SCALE 2:1 Side Slopes (M Pi- Tn ELEV=560.0 \ TOP OF BERM NOTES: 1. The need for additional permanent erosion protection from the edge of the pavement to the bottom of the water quality swale must be evaluated on an individual basis. 2. Provide 1' ponding depth to the crest of an overflow structure. 3 Underdrain pipe shall be schedule 40 orequivalent. . LANDSCAPE SOD TURF ASTM C33 FINE) 2'-Q" 4" PERFORATED (MIIN) PVC SCHEDULE 40 PIPE AT 1 % SLOPE (MIN)TO DAYLIGHT SIDE SLOPE REGRADED TO 2:1 (MAX) 6" NON -PERFORATED PVC PIPE @ 1% SLOPE (MIN) UNDERDRAIN GRAVEL (AASHTO M43, 1/2"-1") WRAPPED IN FILTER FABRIC WATER QUALITY WALE DETAIL NOT TO SCALE NOTES: 1. THE BIO -FILTER IS NOT TO BE CONSTRUCTED UNTIL THE SITE IS ADEQUATELY STABILIZED, ACCORDING TO THE WATER RESOURCES PERSONNEL. 2. THE SAND/SOIL/LEAF MULCH MATERIAL MUST BE INSPECTED BY WATER RESOURCES PERSONNEL BEFORE INSTALLATION OF THE BIO-IFILTER. J. THE BIO -FILTER SOIL MIX MUST BE LUCK BID -FILTER MIX OR TESTED AND APPROVED EQUAL. 4. THE BIO -FILTER SOIL MIX MUST BE STABILIZED WITH SOD OR NATIVE WILDFLOWER/NATIVE GRASS MIX, PLANTED IN PLUGS OR SEEDED, WITH HEAVY STRAW MULCH AND EC -2 MATTING. BOTH WILL REQUIRE A MINIMUM OF 3 TREE AND SHRUB SPECIES (SEE LIST TO THE RIGHT), PLANTING LOCATIONS SHALL BE PER COUNTY REQUIREMENTS, 5. THE CONTRACTOR SHALL CONTACT THE WATER RESOURCES INSPECTOR 24 HOURS PRIOR TO BACKFILLING THE BIOFILTER AND REQUEST AN INSPECTION AND APPROVAL OF THE UNDER -DRAIN INSTALLATION AND THE SOIL MIX. 6. CONCRETE BERM TO BE CONSTRUCTED WITH EROSION AND SEDIMENT CONTROL PLAN SHALL REMOVED STORM WATER MANAGEMENT FACILITY. FOR MORE INFORMATION PLEASE CALL WATER RESOURCES PERSONNEL AT (434) 296-5861. BID -FILTER', DETAIL for SWM FACILITY NOT TO SCALE OIL/ 1310 -FILTER LANDSCAPING SPECIES QTY 4 Red Maple (1 1/2" Caliper) 7 Common Juniper (24" @ Planting) 7 Winterberry (24" @ Planting) SWALE LANDSCAPING SPECIES QTY 5 Common Juniper (24" @ Planting) 4 0 Winterberry (24" @ Planting) 'Oute e� b e y�ld � RAW v arta 0 0 ^ 90 �� yg ^ e 9 TM 60 PARCEL 4i8A 'o' z1 2 Mr. & Mrs, George LJ ^ ^^ ^ 1 O 'Pa B ar SOW Il „^• h h g „b• d Zo ned C1 o i e. Vacant � � � '�' Us °^- IN - Proposed 3-Sto w ti a 0 r y OFA ice ^ � Bull,ding 32,400 SL Gross ^ (10,800 SP/Floor) ^ ° 41 ^ FFE=58000 5 ^6 a "^ h h ❑ ^ ^. ^h1---__- 46 h6 �� ^ 1 a ti ^• ^ h n � w �- "), o 9 6 h' YL' •^• ^ y`° �1 1 q .^9 ^ 0 1• e ^ ^ .^. g _� oP ^ Cb 'h ^ ^ 1 1 Q 1 rot ❑ 1 10 fj• "^h h ^'�^4j O O n^ ^ ^ - I -P ^ N ^ LUMINAIRE SCHEDULE L, COC Description Symbol Label Qty Catalog Number cc Lamp File Lumens LLF Watts ® cc 00 E A 3 AS2 400M SR4SC CZ) M ® LUMINAIRE WITH SR4SC HORIZONTAL POSITION. 20.0 a w w 2 C-2 670.4 ARCHITECTURAL ARM- ONE 400 -WATT CLEAR C-2 4 AS2 400M SR4W MOUNTED CUTOFF ED -28 METAL HALIDE, Lt110101.ies 32000 1.00 924 E1 LUMINAIRE WITH SR4W HORIZONTAL POSITION. - W c9 CD 4 C-2 516.3 W � 20.0 -48.8 0.0 5 A 646.6 244.7 20.0 20.0 -12.3 0.0 6 A 560.7 Zd U) U) 20.0 r�-t Pa 0.0 7 A 683.3 o 1 411 20.0 a; 0.0 TH Or i 0 � W E-1 Z Q TIMOTHY R. MILLER � W CERTIFICATE No. 30542 Iz- ai ' SS/OVAL EN a� �o NO. DESCRIPTION I DATE 6 (tv Comments 2-14-01 Ctv Comments 105.09.07 8 EV Details I 6.21.05 N ^ LUMINAIRE SCHEDULE r� Ln I tico c�F Ez U z Description Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts ® ARCHITECTURAL ARM- ONE 400 -WATT CLEAR A 3 AS2 400M SR4SC MOUNTED CUTOFF ED -28 METAL HALIDE, Lt110100.ies 32000 1.00 462 ® LUMINAIRE WITH SR4SC HORIZONTAL POSITION. 20.0 REFLECTOR. 0.0 2 C-2 670.4 ARCHITECTURAL ARM- ONE 400 -WATT CLEAR C-2 4 AS2 400M SR4W MOUNTED CUTOFF ED -28 METAL HALIDE, Lt110101.ies 32000 1.00 924 E1 LUMINAIRE WITH SR4W HORIZONTAL POSITION. - REFLECTOR. 0.0 STATISTICS r� Ln I tico c�F Ez U z Description Symbol Avg Max Min Max/Min Avg/Min ST. DAVIDS PROPERTY+ LINE 0.2 fc 0.5 fc 0.0 fc N / A N / A ST. DAVIDS PARKING LOT + 4.4 fc 16.8 fc 0.5 fc 33.6:1 8.9:1 LUMINAIRE LOCATIONS r� Ln I tico c�F Ez U z o 0 U � No- Label X Location Y Z MH Orientation Tilt 1 C-2 729.5 391.9 20.0 20.0 43.0 0.0 2 C-2 670.4 329.0 20.0 20.0 43.0 0.0 3 C-2 587.1 302.1 20.0 20.0 -76.4 0.0 4 C-2 516.3 352.5 20.0 20.0 -48.8 0.0 5 A 646.6 244.7 20.0 20.0 -12.3 0.0 6 A 560.7 410.4 20.0 20.0 222.3 0.0 7 A 683.3 442.0 20.0 20.0 131.1 0.0 SURFACE SCHEDULE Reflectances Narne Front Back 3 STORY OFFICE 5% 5% BUILDING 6ITMS' r� Ln I tico c�F Ez U z o 0 U � m In T m -� 2 a o U a� � � W � O C/J N O O rn ¢ uri o � o er � � � D � 6ITMS' v� � W W W W W W E-1 � � W ai a� �o 6ITMS'