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Home My WebLink AboutSDP200700076 Plan - Approved 2007-11-23525— GENERAL CONSTRUCTION NOTES 1. PRIOR TO CONSTRUCTION WITHIN ANY EXISTING 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 METHODS 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. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE RCP) - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSRTY (29 CFR PART 1926). WATER AND SEWER CONSTRUCTION NOTES 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 GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 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 FT. 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. PROFFERED USE RESTRICTIONS ALBEMARLE COUNTY BOARD OF SUPERVISORS APPROVED ZMA -2003 -0011 ON APRIL 14, 2004 ARE SUBJECT TO THE FOLLOWING PROFFERS. 1. ONLY THE FOLLOWING USES SHALL BE PERMITTED AS A MATTER OF RIGHT' A. ALL USES PERMITTED UNDER SECTION 23.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE AS IT EXISTS ON APRIL 14, 2004. B. OFFICE AND BUSINESS MACHINE SALES AND SERVICES, AS PERMITTED UNDER SECTION 24.2.1.29 OF THE ALBEMARLE COUNTY ZONING ORDINANCE AS IT EXISTS ON APRIL 14, 2004. C. BARBER AND BEAUTY SHOPS, AS PERMITTED UNDER SECTION 22.2.1.8.2, AND HEALTH SPAS, AS PERMITTED UNDER SECTION 22.2.1.B.8, OF THE ALBEMARLE COUNTY ZONING ORDINANCE AS IT EXISTS ON APRIL 14, 2004. 3 z3 o; o U') 0 i 0 LO 0 i O L Y tA c d d i i t Sao 9:28 0, o nI Lp / \cn . , `\ , IDS I / / L POLE `\ N A / \ I NO N sue, —\ \ \ \ ; \ \\ \\ // \ \\ \`\ Y le lop \ \\ \\ \\ \ \ S \ \ \ \ \ \\ \ \ \ \ \ \ 1 N \\ \\ \\ ' \\ \ `\ \ \\ i \` a Ile L P t 1 1 TM 61 PAR 128 ALBEMARLE BAPTIST CHURCH \ ` ';t \ `', , '', ` EDWARD JONES INVESTMENTS ZONED: C0' USE: CHURCH AND OFFICES 25 OR ;'ARkAT PROPOSED GRADING SHALL HAVE A 10' RADIUS WHEN TYING INTO THE EXISTING HILLSIDE WHEN POSSIBLE 525 `_ __ - - < 52 RAC \\ LIMITS OF 3 CONSTRUCTION 520 = = = = =hN 515- SANITARY PRO HOSED 6 -_ LINE LATERAL T. SSMH TOP= 503.96 - N IL ----------- REVISED 6 500 ------- ' — DENOTES BENCHMARK ELEY), = 520' AT BASE OF FIRE HYDRANT INFORMATION FROM ALBEMARLE COUY SERVICE AUTHORITY 01-23-06 N26 S 24' F i Ss.. A S ;T , 1 COUP e.. _ . 0 & 4 ENTRY 4'4$ ITygO \.2 X26 -1 ANT \`\ H \ w' • C / ` \ f SgNjT l COQ eYj t Sip T A Nk VST ! g •A0 Ar ICJEq B /04 r , rN AD ham 1 / STOANNATER PIPE SANITY SEWER LATERAL WRON OFF-SITE)/ C=CR1:TE BRASS BIL OCK 0' WIDE FOR STABLIZATIOM 5 9--- 5 - - -- -- - -•- -• 515* SITE PLAN 1 " = 20' 40 4 r VICINITY MAP SCALD NTS GENERAL NOTES: WATER: EXISTING PUBUC WATER ON SITE HYDRANT. LOCATED OFF SITE (25' FROM PROPERTY LINE FIREFLOW EXCEEDS 3,000 GPM. INFO SAPPLIED BY ALBEMARLE COUNTY SERVICE AUTHORITY WERAGE: BEHIND PROPOSED BUILDING. (OFFSITE) EXISTING EASEMENT ON SITE) LOCATED ACROSS RIO EAST COURT, AND DII6=CTLY REFUSE: DUMPSTER (SCREENED). BOUMARY INFORMATION FROM PLAT BY: RIVANNA ENGIEERING NI: SURVEYING PLC P.O. BOX 7603 CHARLOTTESY LE, VA 22906 DATED AUG. 30, 2005, AWA17ING APPROVAL UTIUTY AND ROAD INFORMATION BY: B. AIBREY HUFFMAN AND ASSOCIATES, LTD., DATED JAN. 15, 1997, APPROVED APRIL 25, 1997. TOPOGRAPHY INFORMATION BY. B. AUBREY HUFFMAN AND ASSOCIATES, LTD., DATED JAN. 15, 1997, APPROVED APRIL 25, 1997. THE SITE FALLS IN THE AIRPORT IMPACT AREA. THE SITE IS NOT WITHIN A RESERVOIR WATERSHED. THE SITE IS WITHIN A DEVELOPMENT AREA. THE PRESENT USES OF THE ADJACENT PARCELS ARE OFFICE SPACE AND MEDICAL BUILDINGS MAXIMUM NUMBER OF EMPLOYEES. 28 SITE DEVELOPMENT DATA: SITE DATA: LOT 6 TAX MAP PARCEL 61/124A5 DB 1591 PAGE 404 DB 3130 PAGE 99 DB 3130 PAGE 100 RIO MAGISTERAL DISTRICT ZONING: PD -MC SETBACKS: 10' FRONT PARKING SETBACK 30' FRONT YARD SETBACK LOCATION: ON RIO ROAD EAST OF RL29 ALBEMARLE COUNTY, VIRGINIA EXISTING HWK, LLC OWNER: 355 WEST RIO ROAD, SUITE 203 CHARLOTTESVILLE, VA 22901 EXISTING CONDITIONS: THE SITE IS CLEARED AND GRADED PROPOSED DEVELOPMENT: OFFICE BUILDING SLAB ON GRADE BUILDING) LAND USE: BUILDINGS: (FOOTPRINT) ,428 S.F. (12X) PAVEMENT & SIDEWALKS- 16,255 S.F. (47%) OPEN: 14,124 S.F. (417) TOTAL SITE AREA: 34,807 S.F. (.799 ACRES) MWD OFFICE BUILDING BUA.DING TWO STORY HEIGHT: LESS THAN 30' PAVEMENT MATERIAL: ASPHALT DRIVEWAY & PARKING LOT) SEE DETAIL 2/C2 MATERIAL CONCRETE SEE DETAIL 3/C2 SITE DRAINAGE: OVERALL SITE SWAP QUANTITY FOR ALL 7 LOTS AT RIO EAST COURT ARE COVERED UNDER A SEPARATE APPOVED SITE PLAN. LOT 6 SWAP QUALITY IS PROVIDED ONSITE VIA A FI.TERRA BOX. PARKING: TOTAL GROSS FLOOR SPACE. 7375 SQ. FT. TOTAL NET USABLE FLOOR SPACE: 5,900 SQ. FT. (80X) PARKING REQUIRED: 5,900 SO. SF. /200 - 29.5 SPACES SPACES PROVIDED: 30 SPACES LIGHTING: EACH OUTDOOR LUMINARE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARE OR A DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE 7 HALF (1/2) FOOT CANDLE. SIGNAGE: DIRECTIONAL SIGNAGE AS SHOWN. BUILDING SIGNAGE MAY BE SUBMITTED FOR APPROVAL AT A LATER DATE. Donald M. Keeney r• CKNftaaN NO. 1 Y g l, J u r a IT lei n L & I OW N U ao s WW I w v0 U " 10 a Z Q CL J w 00 O . zQ U. U. uL L c.-0 zLX f CC 2 a Q f z 5 - Q Q CO cr __j 5 5 W u< 5Lu U w 0 -1 In O0 _j ® O J Q Y Q LOT #6 SITE PLAN REVISIONS: 6 -19 -06 PER COUNTY COMMENTS OF 5 -30-06 7 -27 -06 PER COUNTY COMMENTS OF 7 -12 -06 10 -3-06 FOR FINAL APPROVAL 2 -5 -07 FOR FINAL APPROVAL 3-6 -07 FOR FINAL APPROVAL 3 -21 -07 FOR FINAL APPROVAL 6 -1 -07 SANITARY SEW RELOCA11ON 1-8-07 J MNIOR SITE AMENDMENT 10 -31 -07 RETAINING MALL DATE ISSUED: DATE PRINTED: 4-9 NOV 2 7 2907 DRAWN BY: CHECKED BY: KJG 4czt PROJECT N0: C10516 OF 5 SHEETS s ti f' 2 Q V 1 // APPROVALS ALBEMARLE CO.DEPT. OF COMMUNITY DEVELOPMENT -PLANNING/ZONING DATE ALBEMAR CO.DEPT. OF C MUNITY DEVELOPMENT —ENGINEERING DA ALBEMARLE CO.DEPT. OF COMMUNITY DEVELOPMENT —INSPEC71ONS DATE ALBEMARLE CO.DEPT. OF COMMUNITY DEVELOPMENT —ARB DATE ALBEMARLE CO.DEPT. OF FIRE RESCUE 1 DATE ALBEMARLE COUNTY SERVICE AUTHORITY DATE VIRGINIA DEPARTMENT OF TRANSPORTATION DATE VIRGINIA HEALTH DEPARTMENT DATE t Sao 9:28 0, o nI Lp / \cn . , `\ , IDS I / / L POLE `\ N A / \ I NO N sue, —\ \ \ \ ; \ \\ \\ // \ \\ \`\ Y le lop \ \\ \\ \\ \ \ S \ \ \ \ \ \\ \ \ \ \ \ \ 1 N \\ \\ \\ ' \\ \ `\ \ \\ i \` a Ile L P t 1 1 TM 61 PAR 128 ALBEMARLE BAPTIST CHURCH \ ` ';t \ `', , '', ` EDWARD JONES INVESTMENTS ZONED: C0' USE: CHURCH AND OFFICES 25 OR ;'ARkAT PROPOSED GRADING SHALL HAVE A 10' RADIUS WHEN TYING INTO THE EXISTING HILLSIDE WHEN POSSIBLE 525 `_ __ - - < 52 RAC \\ LIMITS OF 3 CONSTRUCTION 520 = = = = =hN 515- SANITARY PRO HOSED 6 -_ LINE LATERAL T. SSMH TOP= 503.96 - N IL ----------- REVISED 6 500 ------- ' — DENOTES BENCHMARK ELEY), = 520' AT BASE OF FIRE HYDRANT INFORMATION FROM ALBEMARLE COUY SERVICE AUTHORITY 01-23-06 N26 S 24' F i Ss.. A S ;T , 1 COUP e.. _ . 0 & 4 ENTRY 4'4$ ITygO \.2 X26 -1 ANT \`\ H \ w' • C / ` \ f SgNjT l COQ eYj t Sip TA Nk VST ! g •A0 ArICJEq B /04 r , rN AD ham 1 / STOANNATER PIPE SANITY SEWER LATERAL WRON OFF-SITE)/ C=CR1:TE BRASS BIL OCK 0' WIDE FOR STABLIZATIOM 5 9--- 5 - - -- -- - -•- -• 515* SITE PLAN 1 " = 20' 40 4 r VICINITY MAP SCALD NTS GENERAL NOTES: WATER: EXISTING PUBUC WATER ON SITE HYDRANT. LOCATED OFF SITE (25' FROM PROPERTY LINE FIREFLOW EXCEEDS 3,000 GPM. INFO SAPPLIED BY ALBEMARLE COUNTY SERVICE AUTHORITY WERAGE: BEHIND PROPOSED BUILDING. (OFFSITE) EXISTING EASEMENT ON SITE) LOCATED ACROSS RIO EAST COURT, AND DII6=CTLY REFUSE: DUMPSTER (SCREENED). BOUMARY INFORMATION FROM PLAT BY: RIVANNA ENGIEERING NI: SURVEYING PLC P.O. BOX 7603 CHARLOTTESY LE, VA 22906 DATED AUG. 30, 2005, AWA17ING APPROVAL UTIUTY AND ROAD INFORMATION BY: B. AIBREY HUFFMAN AND ASSOCIATES, LTD., DATED JAN. 15, 1997, APPROVED APRIL 25, 1997. TOPOGRAPHY INFORMATION BY. B. AUBREY HUFFMAN AND ASSOCIATES, LTD., DATED JAN. 15, 1997, APPROVED APRIL 25, 1997. THE SITE FALLS IN THE AIRPORT IMPACT AREA. THE SITE IS NOT WITHIN A RESERVOIR WATERSHED. THE SITE IS WITHIN A DEVELOPMENT AREA. THE PRESENT USES OF THE ADJACENT PARCELS ARE OFFICE SPACE AND MEDICAL BUILDINGS MAXIMUM NUMBER OF EMPLOYEES. 28 SITE DEVELOPMENT DATA: SITE DATA: LOT 6 TAX MAP PARCEL 61/124A5 DB 1591 PAGE 404 DB 3130 PAGE 99 DB 3130 PAGE 100 RIO MAGISTERAL DISTRICT ZONING: PD -MC SETBACKS: 10' FRONT PARKING SETBACK 30' FRONT YARD SETBACK LOCATION: ON RIO ROAD EAST OF RL29 ALBEMARLE COUNTY, VIRGINIA EXISTING HWK, LLC OWNER: 355 WEST RIO ROAD, SUITE 203 CHARLOTTESVILLE, VA 22901 EXISTING CONDITIONS: THE SITE IS CLEARED AND GRADED PROPOSED DEVELOPMENT: OFFICE BUILDING SLAB ON GRADE BUILDING) LAND USE: BUILDINGS: (FOOTPRINT) ,428 S.F. (12X) PAVEMENT & SIDEWALKS- 16,255 S.F. (47%) OPEN: 14,124 S.F. (417) TOTAL SITE AREA: 34,807 S.F. (.799 ACRES) MWD OFFICE BUILDING BUA.DING TWO STORY HEIGHT: LESS THAN 30' PAVEMENT MATERIAL: ASPHALT DRIVEWAY & PARKING LOT) SEE DETAIL 2/C2 MATERIAL CONCRETE SEE DETAIL 3/C2 SITE DRAINAGE: OVERALL SITE SWAP QUANTITY FOR ALL 7 LOTS AT RIO EAST COURT ARE COVERED UNDER A SEPARATE APPOVED SITE PLAN. LOT 6 SWAP QUALITY IS PROVIDED ONSITE VIA A FI.TERRA BOX. PARKING: TOTAL GROSS FLOOR SPACE. 7375 SQ. FT. TOTAL NET USABLE FLOOR SPACE: 5,900 SQ. FT. (80X) PARKING REQUIRED: 5,900 SO. SF. /200 - 29.5 SPACES SPACES PROVIDED: 30 SPACES LIGHTING: EACH OUTDOOR LUMINARE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARE OR A DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE 7 HALF (1/2) FOOT CANDLE. SIGNAGE: DIRECTIONAL SIGNAGE AS SHOWN. BUILDING SIGNAGE MAY BE SUBMITTED FOR APPROVAL AT A LATER DATE. Donald M. Keeney r• CKNftaaN NO. 1 Y g l, J u r a IT lei n L & I OW N U ao s WW I w v0 U " 10 a Z Q CL J w 00 O . zQ U. U. uL L c.-0 zLX f CC 2 a Q f z 5 - Q Q CO cr __j 5 5 W u< 5Lu U w 0 -1 In O0 _j ® O J Q Y Q LOT #6 SITE PLAN REVISIONS: 6 -19 -06 PER COUNTY COMMENTS OF 5 -30-06 7 -27 -06 PER COUNTY COMMENTS OF 7 -12 -06 10 -3-06 FOR FINAL APPROVAL 2 -5 -07 FOR FINAL APPROVAL 3-6 -07 FOR FINAL APPROVAL 3 -21 -07 FOR FINAL APPROVAL 6 -1 -07 SANITARY SEW RELOCA11ON 1-8-07 J MNIOR SITE AMENDMENT 10 -31 -07 RETAINING MALL DATE ISSUED: DATE PRINTED: 4-9 NOV 2 7 2907 DRAWN BY: CHECKED BY: KJG 4czt PROJECT N0: C10516 OF 5 SHEETS s ti f' 2 Q V 1 // g STORM WATER PIPE PROFILE SCALE: NTS LD -229 Storm Drain Design Computations Route: Rio East Lot 6 Pro Rio East County: Albermarle District: Description: Pipe Calculations From To Point Catch Runoff Inc Accum Tot Tot Tot Up Dn Pie Inv Pipe Pipe Veloci Flow time Point I A l AC 1AC ITc Int Flow Inv Inv Len S Dim Cap Inc ac min in/hr )cfs)El El ft in )cfs)ft/s)min 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 ST -8 ST -7 0.49 0.70 0.34 0.34 5.0 6.81 2.34 517.90 517.70 30.7 0.61,18 11.01 1.65 0.31 ST -7 ST -6 0.63 0.69 0.43 0.77 5.3 6.72 5.20 517.50 516.70 101.1 0.79 18 12.14 4.95 0.34 ST -6 ST -5 0.00 0.00 0.00 0.77 5.7 6.63 5.13 516.50 516.00 57.6 0.87 18 12.71 7.06 0.14 ST -5 ST-4 0.00 0.00 0.00 0.77 5.8 6.59 5.10 514.20 513.20 25.0 4.00 18 27.29 4.19 0.10 ST-4 ST -3 0.00 0.00 0.00 0.77 5.9 6.56 5.08 510.80 502.50 97.9 8.51 18 39.75 16.06 0.10 ST -3 ST -2 0.00 0.00 0.00 0.77 6.0 6.54 5.06 496.00 487.50 54.6 15.77 18 53.87 4.56 0.20 ST -2 Outfall 0.00 0.00 0.001 0.77 6.2 6.491 5.02 484.70 479.001 49.3 11.641 181 46.41 17.84 0.05 LD -204 Stormwater Inlet MAINTAIN CROSS SLOPE OR CROWN AS REQUIRED. NOTE: IREFERTOTHE "VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS' FOR ASPHALT DENSITY AND INSTALLATION PROCEDURES. TYPICAL ASPHALT PAVING SCALE: N.T.S. ASPHALT PAVING 2" SM -9.5A 6" 21 -A BASE COURSE COMPACT SUBGRADE TO 95X MAX. DRY DENSITY PER ASTM D -698 4" 2"R riCONCRETE TO BE CLA55 3A IF CAST IN PLACE, 4000 PSI IF PRECAST. e 0 ca m m o a w 2" -0" CL (D F- cn e 14 15 16 17 18 r 'r (ft) ft 0.017 100% CG -6 CURB DETAIL o,.r ;d 1 5n . M d c S. ?. t is r 'i 1•. 0 0.025 100% SCALE: N.T.S. Tx of M. KNbhr U IM. OOS M 4 *CH 17EG og g 0 Q w0 N dw> U UI.- y0 E 0 Q ( m CL w WV U LL U. LL 0 LL r- C Q 0 °S 5 w3 w Ua:w0 : I- z W E 2 _j co 0 r CO Qg Y Q j C) = V U SITE DETAILS COMPUTATIONS REVISIONS: DATE PRINTED: NOV 2 7 2007 L PER COUNTY COMMENTS KJG„ OF 7 -12 -06 10 -3-06 FOR FINAL APPROVAL 2 -6 -07 FOR FINAL APPROVAL 3-6 -07 FOR FINAL APPROVAL m Q Z a U o mD 0 t9__U N cr '' 3 c.'.a E 2 c co c U c`'o U Q U to c 0 a U VCD 1 1 2 3 4 5 6 7 8 9 10 11 12 13CU ft ac)in/hr )cfs )cfs)cfs )r ST -8 DI -3D 2.5 0.49 0.70 0.34 4.0 1.37 1.37 0.016 3 x #-i ,j+ •7 l ':v y tip N ST -7 DI -3C 61 0.631 0.69 0.43 4.0 1.73 1.73 0.016 z S U') j "I,, YCD 0 L C1 C5 d U MAINTAIN CROSS SLOPE OR CROWN AS REQUIRED. NOTE: IREFERTOTHE "VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS' FOR ASPHALT DENSITY AND INSTALLATION PROCEDURES. TYPICAL ASPHALT PAVING SCALE: N.T.S. ASPHALT PAVING 2" SM -9.5A 6" 21 -A BASE COURSE COMPACT SUBGRADE TO 95X MAX. DRY DENSITY PER ASTM D -698 4" 2"R riCONCRETE TO BE CLA55 3A IF CAST IN PLACE, 4000 PSI IF PRECAST. e 0 ca m m o a w 2" -0" CL (D F- cn e 14 15 16 17 18 r 'r (ft) ft 0.017 100% CG -6 CURB DETAIL o,.r ;d 1 5n . M d c S. ?. t is r 'i 1•. 0 0.025 100% SCALE: N.T.S. Tx of M. KNbhr U IM. OOS M 4 *CH 17EG og g 0 Q w0 N dw> U UI.- y0 E 0 Q ( m CL w WV U LL U. LL 0 LL r- C Q 0 °S 5 w3 w Ua:w0 : I- z W E 2 _j co 0 r CO Qg Y Q j C) = V U SITE DETAILS COMPUTATIONS REVISIONS: DATE PRINTED: NOV 2 7 2007 7 -27 -06 PER COUNTY COMMENTS KJG„ OF 7 -12 -06 10 -3-06 FOR FINAL APPROVAL 2 -6 -07 FOR FINAL APPROVAL 3-6 -07 FOR FINAL APPROVAL DATE ISSUED: 649% DATE PRINTED: NOV 2 7 2007 DRAW BY-CHECKED BY: KJG„ PROJECT N0: C 205 OF 5 SHEETS yKT LANDSCAPE SCHEDULE— PLANTING ADDED KEY NAME MIN. SIZE 10 YR. HT.10 A. WIDTH CANOPY AREA QUANTITY TOTAL CANOPY AREA T -1 CORNUS FLORIDA 1"20'20'314 SF 2 628 HEALTH OF FLOWERING DOGWOOD CALIPER EXISTING CANOPYS FROM OFFSITE TREES ARE SHOWN OVER REGRADED AREAS, AND ARE NOT TO BE REMOVED OR AFFECTED T-2 QUERUS PHELLOS 1 1/2"31'22'380 SF 2 760 MALLOW OAK CALIPER T -3 LAGERSTROEMIA INDICA 5' -0'18'18'254 SF 4 1016 CRAPE MYRTLE HEEGHT T -4 ACER RUBRUN 1 1/2"26'19'286 SF 2 572 RED MAPLE - AUTUMN FLAME CALIPER T -5 PILAUS STROBUS 1 1/2 24'12'120 SF 1 120 EASTERN WHITE PINE CALIPER S -1 ILEX GLABA 24"S 3'8 SF 31 INKBERRY HOLLY 3,096 SF NOTES: DATE ISSUED: 5-- - 6 -19 -06 PER COUNTY COMMENTS ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. OF s MEETS EXISTING CANOPYS FROM OFFSITE TREES ARE SHOWN OVER REGRADED AREAS, AND ARE NOT TO BE REMOVED OR AFFECTED BY REGRADING. 0 I m DUMPSTER ENCLOSURE DETAIL SCALE: N.T.S. APPROX. 1 BELOW LOWEST ABRANCNES AFTER PRUNING 0 I m O I 0 I M CA 3 0; f Ln O in 0 In 0 O L CL Y c 3 0 d U PRESSURE TREATED HOOD FENCING MATCH CIHARLOTTESVILLE VET HOSPITAL ENCLOSURE MATERIALS AND CONSTRUCTION F094 SHERWIN WILLIAMS 50LID EXTERIOR STAIN W3009 'PINE NEEDLE' (DARK GREEN) TYP•) ALTERNATE DUMPSTER ENCLOSURE DETAIL SCALE: N.T.S. G" DEPTH COMPACTED TOPSOIL TREE PLANTING DETAIL SCALE: N.T.S. tzAS2 N.M .M• / < \\ \ \ \ A NT loo r)7 Jc X4 Ix lp , / / I \ s 1 • LIGHT POLET5 LOT 6 ' . LIGHT POLE LIGHT POLE '•i I 12) Si T // I Iii , 1 \11 ltt 1 i i // i f+• i I {1 111111111111111 { T2 r 11 1 , .•. 1 00 1 , 1 25 OR ; ARtAT 1 1 SLgpks; 1 1 0 1 1 1 1 1 , 1 1 • I I I I I . .. .• / I 1 1 1 1 1 I I I • ,l 1 1 1 1 1 1 i l l !• . . ./ S t WO S .04 X /LIGHT rqy82X3.80/i 534 ROOF f W \ •` - - - - -- LN Lit W t toOp -.0 - .Lit X NOTE: BIO— FILTER LANDSCAPING WILL BE SUBMITTED WITH BIO— FILTER ENGINEERING DESIGN. LANDSCAPING PLAN SCALE: 1" = 20' 0 10 20 40 M. M U CNNfleeh IN. a iR. H I ce co tie s r u 04 8 WO N U, CD U U — L Y V Z W Co UzQ U U. LL 0 u- Oz ', 3 a- Q °- I I' tea° ul W W LL o LLJ c 0 S U LOT #6 LANDSCAPING PLAN REVISIONS: DATE ISSUED: 5-- - 6 -19 -06 PER COUNTY COMMENTS CHECKED BY: OF 5 -30-05 7 -27 -06 PER COUNTY COMMENTS OF 7 -12 -06 10 -3 -06 FOR FINAL APPROVAL 2 -6 -07 FOR FINAL APPROVAL 3-6 -07 FOR FINAL APPROVAL 3 -21 -07 FOR FINAL APPROVAL RUIMER HOSE DOLMLE STRAND 12 GA. HIRE 2'x2"XO' P.T. STAKE DRIVEN A MIN. OF 24' INTO GIoSOUtb 3' MIN. DEPTH MULCH 3' HATERING BERM CUT ROPE OR STRING AND PULL BACK BURLAP BURLAPPED ROOT BALI. H/ TOP 0 GRADE BRK.K II:NCLOSURE PT HOOD BOARD FENCE DATE ISSUED: 5-- - Q PRINTED:ITIi Y 2 7 200 DRAWN BY:CHECKED BY: KWG PROJECT N0: C30,516 OF s MEETS RUIMER HOSE DOLMLE STRAND 12 GA. HIRE 2'x2"XO' P.T. STAKE DRIVEN A MIN. OF 24' INTO GIoSOUtb 3' MIN. DEPTH MULCH 3' HATERING BERM CUT ROPE OR STRING AND PULL BACK BURLAP BURLAPPED ROOT BALI. H/ TOP 0 GRADE BRK.K II:NCLOSURE PT HOOD BOARD FENCE n 0 I U L7 3 A Lai:1 y LLJ 0 U) 0 0 CD A L 7' -O" on Q' —Gw Qw r B F;l A 10 B PLAN VIEW TOP SLAB CLEANOUT COVER CAST IN TOP SLAB 1 :! SECTION A -AA -A 3x3 TREE FRAME t GRATE CAST IN TOP SLAB FILTER MEDIA PROVIDED BY AMERICAST MULCH PROVIDED BY AMERICAST -1 7 w SECTION INLET SHAPING BY OTHERS) 4" OUTLET PII•E LOCATION VARIES CURB (BY OTHERS) GALVANIZED ANGLE NOSNIG CURB AND GUTTER (BY OTHERS) STREET DOWEL BARS O 12" O.C. PLANT AS SUPPLIED BY AMERICAST NOT SHOWN FOR CLARITY) INTERLOCKING JOINT (TYP) o DATE: 06 -27 -03 I DIME: FT6X6 -1 QOIWN99 OY PRECASTFIILTERRATMOINLET -0 C "" i „ G ,,, y , mnwW WITH 6' -0” THROAT 0 fiftem US MT 4X7.27 me 6 FILTERRA DETAIL SCALE: N. T. S. FILTERRA STANDARD PLAN NOTES A. EACH UNIT SHALL BE CONSTRUCTED AT THE LOCATIONS AND ELEVATIONS ACCEDING TO THE SIZES SHOWN ON THE APPROVED DRAWINGS. ANY MODIFICATIONS TO THE ELEVATION OR LOCATION SHALL BE AT THE DIRECTION OF AND APPROVED BY THE ENGINEER. B. IF THE FILTERRA IS STORED BEFORE INSTALLATION, THE TOP SLAB MUST BE PLACED ON THE BOX USING THE 2X4 WOOD PROVIDED, TO PREVENT ANY CONTAMINATION FROM THE SITE. ALL INTERNAL FITTINGS SUPPLIED (IF ANY), MUST BE LEFT IN PLACE PER THE DELIVERY. C. THE UNIT SHALL BE PLACED ON A COMPACTED SUB -GRADE WITH A MINIMUM 6 INCH GRAVEL BASE MATCHING THE FINAL GRADE OF THE CURB LINE IN THE AREA OF THE UNIT. THE UNIT TO BE PLACED SUCH THAT THE UNIT AND TOP SLAB MATCH THE GRADE OF THE CURB IN THE AREA OF THE UNIT. COMPACT UNDISTURBED SUB -GRADE SHALL BE REPLACED TO THE SITE ENGINEER'S APPROVAL. D. OUTLET CONNECTIONS SHALL BE ALIGNED AND SEALED TO MEET THE APPROVED DRAWINGS WITH MODIFICATIONS NECESSARY TO MEET SITE CONDITIONS AND LOCAL REGULATIONS. E. ONCE THE UNIT IS SET, THE INTERNAL WOODEN FORMS AND PROTECTIVE MESH COVER MUST BE LEFT INTACT. REMOVE ONLY THE TEMPORARY WOODEN SHIPPING BLOCKS BETWEEN THE BOX AND THE TOP SLAB. THE TOP LID SHOULD BE SEALED ONTO THE BOX SECTION BEFORE BACKFILLING, USING A NON- SHRINK GROUT, BUTYL RUBBER OR SIMILAR WATERPROOF SEAL, THE BOARDS ON TOP OF THE LID AND THE BOARDS SEALED IN THE UNIT'S THROAT MUST NOT BE REMOVED. THE SUPPLIER (AMERICAST OR IT'S AUTHORIZED DEALED) WILL REMOVE THESE SECTIONS AT THE TIME OF ACTIVATION. BACKFILLING SHOULD BE PERFORMED IN A CAREFUL MANNER, BRINGING THE APPROPRIATE FILL MATERIAL UP IN 6' LIFTS ON ALL SIDES. PRECAST SECTIONS SHALL BE SIT IN A MANNER THAT WILL RESULT IN A WATERTIGHT JOINT. IN ALL INSTANCES, INSTALLATION OF FILTERRA UNIT SHALL CONFORM TO ASTM SPECIFICATION C891 'STANDARD PRACTICE FOR UNDERGROUND PRECAST UTILITY STRUCTURES', UNLESS DIRECTED OTHERWISE IN CONTRACT DOCUMENTS. F. CURB AND GUTTER CONSTRUCTION (WHERE PRESENT) SHALL ENSURE THAT THE FLOW -LINE OF THE FILTERRA UNITS IS AT A GREATER ELEVATION THAT THE FLOW -LINE OF THE BYPASS STRUCTURE OR RELIEF (DROP INLET, CURB CUT OR SIMILAR). FAILURE TO COMPLY WITH THIS GUIDELINE MAY CAUSE FAILURE AND /OR DAMAGE TO THE FILTERRA ENVIRONMENTAL DEVICE. F. EACH FILTERRA UNIT MUST RECEIVE ADEQUATE IRRIGATION TO ENSURE SURVIVAL OF THE LIVING SYSTEM DURING PERIODS OF DRIER WEATHER. THIS MAY BE ACHIEVED THROUGH GUTTER FLOW OR THROUGH THE TREE GRATE. A. ACTIVATION OF THE FILTERRA UNIT IS PERFORMED ONLY BY THE SUPPLIER. PURCHASER IS RESPONSIBLE FOR FILTERRA INLET PROTECTION AND SUBSEQUENT CLEAN OUT COST. THIS PROCESS CANNOT COMMENCE UNTIL THE PROJECT SITE IS FULLY STABILIZED AND CLEANED (FULL LANDSCAPING, GRASS COVER, FINAL PAVING AND STREET SWEEPING COMPLETED), NEGATING THE CHANCE OF CONSTRUCTION MATERIALS CONTAMINATING THE FILTERRA SYSTEM. CARE SHALL BE TAKEN DURING CONSTRUCTION NOT TO DAMAGE THE PROTECTIVE THROAT AND TOP PLATES, B. ACTIVATION INCLUDES INSTALLATION OF PLANT(S) AND MULCH LAYERS AS NECESSARY. A. EACH CORRECTLY INSTALLED FILTERRA UNIT IS TO BE MAINTAINED BY THE SUPPLIER, OR A SUPPLIER APPROVED CONTRACTOR FOR A MINIMUIM PERIOD OF 1 YEAR, THE COST OF THIS SERVICE IS INCLUDED IN THE PRICE OF EACH FILTERRA UNIT. EXTENDED MAINTENANCE CONTRACTS ARE AVAILABLE AT EXTRA COST UPON REQUEST, B. ANNUAL MAINTENANCE CONSISTS OF A MAXIMUM OF (2) SCHEDULED VISITS. THE VISITS ARE SCHEDULED SEASONALLY THE SPRING VISIT AIMS TO CLEAN UP AFTER WINTER LOADS INCLUDING SALTS AND SANDS, THE FALL VISIT HELPS THE SYSTEM BY REMOVING EXCESSIVE LEAF LITTER. C. EACH MAINTENANCE VISIT CONSISTS OF THE FOLLOWING TASKS, 1. FILTERRA UNIT INSPECTION. 2. FOREIGN DEBRIS, SILT, MULCH & TRASH REMOVAL. 3. FILTER MEDIA EVALUATION AND RECHARGE IF NECESSARY. 4. PLANT HEALTH EVALUATION AND PRUNING OR REPLACEMENT IF NECESSARY. 5. REPLACEMENT OF MULCH, 6. DISPOSAL OF ALL MAINTENANCE REFUSE ITEMS. 7. MAINTENANACE RECORDS UPDATED AND STORED (REPORTS UPON REQUEST) D. THE BEGINNING AND ENDING DATE SUPPLIER'S OBLIGATION TO MAINTAIN THE INSTALLED SYSTEM SHALL BE DETERMINED BY THE SUPPLIER AT THE TIME THE SYSTEM IS ACTIVATED. OWNERS MUST PROMPTLY NOTIFY THE SUPPLIER OF ANY DAMAGE TO THE PLANT(S), WHICH CONSTITUTES) AN INTERGRAL PART OF THE BIORETENTION TECHNOLOGY. TH OF Dl M. K wis) n• ece. onsu T6G a i a tog 4r 4 _ i r ZA 00- HIT ff Ell a n n W Xi d LJ> 5 w r, w U O ., I- v Z D W U 7 Q U U. LL u- c O z w IE N Md c> W Q Co (1) o O O O Q Y Q FILTERRA NOTES & DETAILS 2 -6 -07 FOR FINAL APPROVAL DATE ISSUED: DATE PRIN' 11-20-85 1 Nov 2 7 DRA I CHECKED I PROJECT N0: 0501 C4 OF S SHEETS 1i1/ ID I U I U rn 3 a 1]i IA D L0 CD L0 C3 0 L CL Y In i c d d W LUMINAIRE SCHEDULE caw" mmim KAD 40011 BMW Ts SPT7f4 LM DDS Example: A I71m ell: M SF IM Symbol Label Uty Catalog Numbsr Datd(pfon Lamp FM Lumens LLF Want Dna "ion KAD 400M SR3 AREA LIGHT MATH HIGH ONE 400 -VATT CLEAR 0476.1m 32000 1.00 465813MOUNTEDONPERFORMANCESR3ED-28 METAL HALIDE. n SSP 20 4 11 BC OPTICS, CLEAR FLAT HORIZONTAL POS. N/A POLE GLASS. pass Iw .Mt is hay posted with en lftes s" or dkorra. 20.0ASW1175MGZAER18ARCHITECTURALONE178 -WATT CLEAR LTL13644.IES 12800 1.00 220WALL2A2NODEGREETILTBUILDINGMOUNTEDE017METALHALIDE, 0.2 is 0.0 It LUMINAIRE, GZ (WALL HORIZONTAL POS. LINE 20' 11) 3S Mom it GRAZER) DISTRIBUTION 20.0 0.0 7 WtkLL2 217.1 TILTED UP FROM RIO EAST LOT 6 PARKING 15.0 4.0 fc HORIZONTAL 10 0.7 k 18.0:1 5.7:1 DEGREES, 175W MH WV Dv" Naipt: 1-114'4153N ( ELECTRICAL uSTEM - No nadrw kv Mower Neer Need kr Ise" OMthnsl. IM robed. Us Plum No. 0510.569. Cuudite PAW No CLEAR LAMP. -j M CF or*lINowdhvtILT; oaq l STATISTICS caw" mmim KAD 40011 BMW Ts SPT7f4 LM DDS Example: A I71m ell: M SF IM FEIKTUIILK • SPECRmoNS now T Loostion Y Dna "ion Symbol Avg Max Min Maxllran Avq/W BUILDING 6 PROPERTY 0.0 k 0.2 is 0.0 k N/A N / A LINE pass Iw .Mt is hay posted with en lftes s" or dkorra. 20.0 0.0 FIIIM - Stuewd ooh N dome aura Mml pale. powder Aedn. welt 97.2 METAL HALIDE BUILDING 6 PROPERTY 0.0 k 0.2 is 0.0 It N/A N / A LINE 20' 11) 3S Mom it and R65 O* rel. NO-f a f&" a mmoost sop si ekaoasns 20.0 0.0 7 WtkLL2 217.1 raAteers IES had "sore 0e1 sa r Set InprnMeL 30 6111 re0id RIO EAST LOT 6 PARKING 15.0 4.0 fc 12.6 fc 0.7 k 18.0:1 5.7:1 ONLY Dv" Naipt: 1-114'4153N ( ELECTRICAL uSTEM - No nadrw kv Mower Neer Need kr Ise" OMthnsl. IM robed. Us Plum No. 0510.569. Cuudite PAW No 1MYWisNM. DerreNre vratesge allarahsNrnrr for 174e]/W. Syr CWA M CF or*lINowdhvtILT; oaq l Pteea Imm relate Mq*W war MW ftlsr od 3M 60M order 9CWA RIO EAST LOT 6 SOUTH Mull, mops Is abler -we" and HM% NMary4sm" pot" 14.8 fc 26.5 fc 2.6 s 11.0:1 5.7:1 ENTRANCE WALK 7.1Ar s11a1 tad ,"seer aorrleet Moeassdrse tacks[ dead 00 AIM/ i low.rt f1 es do 10 11.1 ad RIO EAST LOT 6 3.9 fc 26.5 fe 0.2 k 142.5:1 19.5:1 AIrM AMA A/AW PVV caw" mmimKAD 40011 BMW Ts SPT7f4 LM DDS Example: A I71m ell: M SF IM FEIKTUIILK • SPECRmoNS now T Loostion Y FEATURES i SPECIFICATIONS Mou"1'® ON Kw 8.ao4.s`7, -o M MZ INME Al 1 81 184.3 216.9 11IMMID USE - I"m i« park" an•e. mead W". wafts" and car 20.0 ado Sd "we AMtll "shCONSTIUCTIONRs»sd Ae•cas6 adl Clow 11riore Mrnin! •kit 0.[t ""1060 vr•S.hlclerata Eaorraed sad carer are far pok or 0601 LifeALIJ • a..M V is aarseard. aa<.et dw fraaa ha 1arP•er• S"W. lenprea 11711passIw .Mt is hay posted with en lftes s" or dkorra. 20.0 0.0 FIIIM - Stuewd ooh N dome aura Mml pale. powder Aedn. welt 97.2 METAL HALIDE ear archKaarM cow avabw. OPTICAL SYSIEM - Amoud akm*wm egiM«mee rtAaclem ES his 0.0 5 WALL3 145.3 122.6 11/10, inn, 179W, 20101 2W, 320 3M. NOWcuts* dmweua Rr MessrrrNd. ID (tyrwnw'Id. R1 flerwmd #800 0.0 6 WALLS 213.7 20' 11) 3S Mom it and R65 O* rel. NO-f a f&" a mmoost sop si ekaoasns 20.0 0.0 7 WtkLL2 217.1 raAteers IES had "sore 0e1 sa r Set InprnMeL 30 6111 re0id 15.0 15.0 0.0 rid srmc Nor • throw, thew amomb. S•lar"d rslleeyrs Moral war K"" M fmm for oft as punn imm"erL C1Rh 13-314' 131.Ia1 opo ms hneMrrs and an mmum and 11dre 1p" - Dv" Naipt: 1-114'4153N ( ELECTRICAL uSTEM - No nadrw kv Mower Neer Need kr Ise" OMthnsl. IM robed. Us Plum No. 0510.569. Cuudite PAW No 1MYWisNM. DerreNre vratesge allarahsNrnrr for 174e]/W. Syr CWA M CF or*lINowdhvtILT; oaq l Pteea Imm relate Mq*W war MW ftlsr od 3M 60M order 9CWA rMull, mops Is abler -we" and HM% NMary4sm" pot"3MgWrNONMONdas Knot r100W mw N2 herleMMl. paaMlenarleMad. .motet hwllt copper MaT. rltlAMOM eaow EPA:1.2A. new 7.1Ar s11a1 tad ,"seer aorrleet Moeassdrse tacks[ dead 00 AIM/ i low.rt f1 es do 10 11.1 ad ms" - tau sacwt usse wad 176-OW. UL two ISNW . W Tyne apotsrIAwttb10mrth3Nlady.feOM m 1011111" y Ask or rem. open" neap! I LISTING - UL !fled MPNWO. CSA C"W fns Q1111* UL Meted far bcMbns Pit rose In ¢eerdena with M•rderd EC Ste.17.1Il WS enq wet Depth. 7 -iff 111.1 on 4 . 4-- 17.1/!' -- - i 011 cnrl INS ash 0 Inc. I, IS INU MATION Elwrtple: KAD 4MletinSpe"LPI enea&a as aewwe a(na.nanra•&a wt tar sub yew rwMt ens ore.K &n nra apgaonaw ale. UIIM loOaftllM N "0110607th CerMad mwnww. L._11_'-11 e fCtt Wool atmamd N Rom RN Mt W 0 pre Lea gm M ( "Sr k" (1W M env. nra Tq RMW WUr old RAa tISM MV wale 3411110r1 loam It wo OF Dare hoe OR 210. MV. We KAaMM 010WONN weed xAN MIM m RNNI Road psis K anal To) M•elpt C•Issos MM >7eT30 wm ML" pale fad' amo A %04oek rompWIG Men11telMMENNVAA 0* 4p FkMeanrdl moor/ cabn 70011 MMaa1 Woad pole or wd K end IN U" aleafeades storMard tat Q"MM xw 7th. or (IMrraM Less meX" 400 sPol.ro 11" wmw vAils MNN WMI Isecral K rr11F wTa Tsnsir.M 11110*1 @lank• INK ModsMaMwedon T11aaM YISf1 areehM K amt 40 amt rare. "!11111 QMW ClteMe tadw l LIAm ho ordeol WAA.WIESt711eNasymmem ea.bwK by X krdrr Mace DADIM a"" $ma s" CIA CSA CrQsd MM No" atasaws 114:110A Suer Ct Sort BeMadt (lea m Sam"o w M 1113 we N Nnwrd thrasJ2 OM Me" one adspsar RV;M11bW. on si ray M IES type V rPR NTM Tad„ her smood Simple lr W11 Twmk mrsen S"Nonwd ire MM{M V Degree Ann (feed PET NEMA hM4odc PE o2a Me 11Me Ildo redMESr1PaMas7narsaMc20AaT2M/ Osprae Arm had s/n 1E5 Bop 114 ,yor.Ma PEl IEI11L anre loco N Oro O N SW slaw SIHK IES type N Nrrrrd l.•w Ed Wbia teNrdock III NIM OWN PE7 NEMA twM•leca FE WM mms: I 01060101 )NOW Wee mm nor at word with W& so a srstsc seem NS "00"m "M to. n INI t N!a!&a ft el"d &.also..tape. Sq 7 COMA leawy m awaaaary r. row.. n, " - wds-.p aaear DaA so. fee. 21M AmoodriMC TutenAtm t WS M W L The sI'eee. KID per ym me "ma be reed whn 1!11 r 110611 armor -1106 or r topwm @ mmmw- ro ar10n . an a n• d N& 1 Mary YNarrMrd11alrma t as" No drdred K Ussmry. aeraf'•OM 706010' TwrMIC T_hn•112M ThreRElC hME11'7 pnSTD ovotme rn war wmmgw ars.dt Taros a Additional asnhaaemM aoton awn&aaa Pr•"• w Anhhnw&r Caren 0.D 2•LI' /11.1111 Tle• TM 1MI Ts7ar rw-aar orervme. rams no. 1w.a.t•7A' T14tM T1e.1M TM-1M 7740 T1N4W TRAM f "m um m4m.M T*.W Tla-MI T114W T36-EM T>M4W TM•w11s Is prey mom" wkh sm, 31u. w sox aptles. Dark redonmewShat1.OA" AL-370 LUMINAIRE LOCATIONS Non. Example: A I71m ell: M SF IM FEIKTUIILK • SPECRmoNS I No. Law X Loostion Y Z MH T01 1 81 184.3 216.9 20.0 20.0 0.0 2 B1 123.8 196.9 20.0 20.0 0.0 3 81 250.4 203.5 20.0 20.0 0.0 4 VMALL2 130.5 97.2 15.0 15.0 0.0 5 WALL3 145.3 122.6 20.0 20.0 0.0 6 WALLS 213.7 98.8 20.0 20.0 0.0 7 WtkLL2 217.1 87.2 15.0 15.0 0.0 o P O S P Z O O O O O 0 O C . 0 o- Non. Example: A I71m ell: M SF IM FEIKTUIILK • SPECRmoNS I I7rw III M - For bbilwt ad w9womM4 ep4peNe111 3.3 CIS N o 111 pMNN. die Beet oitfMM Pioee MenkNfrth MwiMd. On Aerie W1111-11011111111611111 Lmeiait! hest deoMrMM his U1Met1e0OOMt tMnttnL IIMef lens. Doar1sKro 4 hdlg seeMe wsln • eb/ed•eeN liceu 4alkef.ASW1StandsWleeftbrRtM !060011 d Ong pMyrlter powderdMW Miek Will over orehiaebrm con eveieble. AS111T OPIIMk 011070 Inph perlern•ne• nervenead nAeean pr•wrds so FOR FINAL APPROVAL parW W&Nymk and toMreL $pass* torodrfed Anopo spot end gram e&lrdowm ori-1rdOon aPica on glee owelaMe. floor" ere Wercks"eeble and have told de-IIIETAI MUM9simI f oP to Id' .dMr«. amle. 11onoeare allow fa tool -Im theeM a older" CCOIpg I AV epics neon 113MA It* etdoff Criteri7 in lent 1"011 wIn+IMNMn.muo1 meff 11fITf1CAL OMgrSA - NIO NW -190W 1neRef 1 Ngll•(tMeteooe, Ng+L9ft-1'powem hfM It~ 176II11 M1kN • 9"60wtttete mtetfMllMF>1" W". c6v4md ftor""m oli e" 0 e1606" kilh•Ne""ey noble. Ooiob- owermsem OW MBA dwommod nNeeeor Is" Dash hod l ebm CSA COWIld from Sop* %ftL Bolles" are Preewsmf ma - ed TN% Weary testa/. tiok•I Ar fForNMpore•leis, modliombass oocist wkb cep er SIMV, plated 1110 7110m, roadway screw 00 had #War 0"1111104 COMM Monaco•[ is few - pin ROM To. fSV I LM lathe" IAMgROPN/dC UL LMl.t fld- I NNTAUATIOM - ft"M01 01owRI0I Men with MlteMrM 1141 d lg beat 1XIIIILength. 15' (311111 W K"" M fmm for oft as punn imm"erL C1Rh 13-314' 131.Ia1 Loma - UL VAN 111101111110 to test 109/1"11!1 In MP w dn" erloMtnen. Ul U"d M US o0/ Ceneds" Mlefy OWW" (e" Opbo11e1. NOM Cwb"Dv" Naipt: 1-114'4153N (1 1 Ise" OMthnsl. IM robed. Us Plum No. 0510.569. Cuudite PAW No Mail. Weight: 39bs 11slow -- M CF or*lINowdhvtILT; oaq l All Amardions are ,mhos ictmrnttanl Am www" tpatfid. oOEwINi IMlMAllTION 9Example: A I71m ell: M SF IM CMeta Ma "Iwo eatNdM mm"CtMwe rot lnst ants Vow scads end write it oa d'a 1 b.1.3.3 eapaoriaa one. OF 7 -12 -06 11.0 12.4 8 1.3 AS111T b.9 FOR FINAL APPROVAL 11.5 02. Boeiea Na1lgrls..ra. OiealwtMe I - - -t OF SHEETS IL OP1ien AN" rmmw in SpreOMted 170 COA CSA COWIld 7A U013a std 111" 4 "r NF SWO %M (IN. 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V1111117. SIM r 20C>t17 drab 17 -volt Rw0 textured edera 7DW lempe iKlydodlrs OWN Bronze 11 Aw tkle Ir aspect Ikarnant tall, nob ew1t110 wad 17111 411111117 IM Qvom ruvk *MM 1190W NlPO Dark 9"y It Pib1MMAwewrilehreoerMwatlrswrJdel .tea b eooewblow Amnon backrfs m11K ISOP not i"Ch"r 00Pr1 Ulm 9nr t3 Awil" for compact hamovert eft ear aaileer wish MM WW Of 701 OR Enbenced corrosion Om Irsem N NataroreaNwith8F,0F.4Wr2X.ru*ufts aPa Dark red 111 CdaeR maw Nr nrarinhna No *mw womb wdh trr..aW%CRT Nor -t ick pr costing DOPE Root Meat M drdfrad war !isles" sawat a AeM iraMrd IMeek woo @ON Red tl Av tetrraeysethaaT.w•r•ar.PE PMtabeuie /d•mmm type N Aeon" relepae M -10100, W411&61C pep wwwpasr sew Nr M.aa adanmakan IKe 19, TV M MVOLTr NI/Nar BAtaM ASWI -M-i -F BM - Cm e s NOTE: ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. U17Jskil0' . Pql vx o 280 0 O O b b.6 1 to 1.1 1111 N2ss 1 \'10.2 \ a12.1 Y i V rY o NEW 19' PRIVA LATERAL EA 1 / 4 x '10.3 45. 3 .3 1 2 %.4 fi'' r TL3 34,807 SQ 9 .2 R 0 1. 3.0 45.6 412.8 .6 1b.7 1.1 12.3 .1 21.8 83.9 W .0 N DC Z .0 LV4TS OF CONSTRUCTION b.b r 1 'I. 9 1 3. 1 b.1.3.3 OF 7 -12 -06 11.0 12.4 W .0 N DC Z .0 LV4TS OF CONSTRUCTION b.b r 1 'I. DATE PRINTED: 6 -19 -06 PER COUNTY COMMENTS 8 3 6 "1.1 PER COUNTY COMMENTS OF 7 -12 -06 10 -3 -06 o 8 1.3 1.1 b.9 FOR FINAL APPROVAL 11.5 02. OF SHEETS ILLATE> 5 '1.7 1.5 1.2 1.1 '1.2 3 1.4 7 3 8 1.4 '1.3 1.4 1.3 3.0 1.7 41.7 1.1.7 Q lCE FFrw SSp3 Y LIFTS OF CONSTRUCTION OF / CONSTRUCTION STWPK IV LIE LATERALfA1RTAftV flY Air C-llp to FDrlAG b Ir yl - D 2 N2 • S ° 58'21 "W 194,52 PROPpSED ACCESS ROgD PHOTOMETRIC PLAN SCALE: 1" = 20 0 10 20 40 1 3.9 '! 1.3 5 4' 1 b.o b.o to b.o 4 -," M. Kamalr •• U OMime S Y Z L LLO W01 I 0 b Q ® NJ W1 LLr, U co t mw IUL 11 S n - n U 0 v Z Q C W V Z U LL L 011 - N rOZ a: S p > U ul O< LL) CA LU J0O0 m0W Y 3: UY = U PHOTOMETRIC PLAN REVISIONS: DATE PRINTED: 6 -19 -06 PER COUNTY COMMENTS 1 10V 2 7 2007 OF 5 -30-06 7 -27 -06 PER COUNTY COMMENTS OF 7 -12 -06 10 -3 -06 FOR FINAL APPROVAL 2 -2 -07 FOR FINAL APPROVAL 3 -21 -07 FOR FINAL APPROVAL DATE ISSUED:DATE PRINTED: 64996 1 10V 2 7 2007 DRAWN BY:CHECKED BY: KJG rw_ PROJECT NO: C50516 OF SHEETS