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Home My WebLink AboutSDP200400079 Plan - Approved Final Site Plan and Comps. 2005-10-18 (3)cc LO CO ~ cc F�NAL UOENERAL WATER o SEWER cc co �� DEVELOPMENT COND�T�ONS _ occ 0 n D BUID�NG 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 :, wWORK. W�EI � t� QUARRY wry �w 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, W O5. PARCEL THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). TM Q z_ 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, DD1037 PAGE ETCDDo 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. O ACKJOUETTD�STR�CT, DCOUNTY,� ��PLTH OF TIMOTHY K. iviiLi iffl, CERTIFICATE No. ISITE DATA GENERAL ALBEMARLE ENGNNEER�NrGGENERAL D o� 30542 � F�S/ONAL ENG LEGAL REFERENCE: 1. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY. BRING ANY DISCREPANCIES TO THE 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 TM 60 PARCEL 48A ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS. (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. Revisions: NO. DESCRIPTION DATE SOURCE OF TITLE FOR PARCEL 57B: 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES, 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATION'S AND STANDARDS OF V.D.O.T., UNLESS OTHERWISE NOTED. 5 Ctv Comments 0-18-0 DB 1037 PAGE 329 6 Ctv Comments 2-14-0 3. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE. 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. 7 ARB Comments 05.09.05 8 REV Details 6.21.05 OWNER: 4. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 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 9 REV Headwall 1 7.29.05 MR. & MRS. G.W. BARLOW ACHIEVED. c/o VIRGINIA NATIONAL BANK 5. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN P.O. BOX 351 RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE, 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 CHARLOTTESVILLE, VA 22902 6. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A DRAINAGE CHANNEL. A FULL CUTOFF LUMINARIE OR A DECORATIVE LUMINARY WITH FULL CUTOFF OPTICS. 6, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. Q o DEVELOPER: C� o TURNER ENTERPRISES LTD. 7. TRASH REMOVAL: ONE DUMPSTER WILL BE PROVIDED AT LOCATION SHOWN ON PLAN. THERE WILL NOT BE 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. o ANY RECYCLING CONTAINERS z P.O. BOX 5347 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). z CHARLOTTESVILLE, VA 22905 S. EXISTING LANDSCAPING CONSISTS PRIMARILY OF DECIDUOUS WOODED AREAS. � o ATTN.: DAVID TURNER 9. NO SLOPE WILL EXCEED 2:1. F� ZONING: 10. THE ACTUAL NUMBER OF EMPLOYEES WILL BE DETERMINED WHEN LEASES HAVE BEEN SIGNED. IT IS C-1 COMMERCIAL ESTIMATED THAT THERE WILL BE 210 EMPLOYEES. EC - ENTRANCE CORRIDOR OVERLAY DISTRICT 11. THE FOLLOWING WAIVERS MUST BE APPROVED BY THE PLANNING COMMISSION: MAGISTERIAL DISTRICT: A. A MODIFICATION TO ALLOW A REDUCITON IN THE REQUIRED NUMBER OF OFF-STREET LOADING SPACES JACK JOUETT (SECTION 4.12.7.6). m SOURCE OF BOUNDARY SURVEY: 12. NO OTHER ACCESSORY STRUCTURES OR EQUIPMENT WILL BE LOCATED ONSITE OR ON THE BUILDING. PLAT BY B. AUBREY HUFFMAN & ASSOCIATES, LTD. DB 796 PAGE 458. PLAT BY DRAWSNG NDE GLOECKNER, LINCOLN & OSBORNE, INC. DB 854 PAGE 721 SOURCE OF TOPOGRAPHY: 1 of 3 COVER SHEET TOPOGRAPHIC SURVEY BY KIRK HUGES & ASSOC. PERFORMED 1993. TOPOGRAPHIC SURVEY 2 of 3 SITE PLAN OF DETENTION POND BY RIVANNA ENGINEERING & SURVEYING PLC, PERFORMED ON 3 of 3 LIGHTING PLAN & DETAILS 1030-00. BENCHMARK: USGS MONUMENT No. 755. ELEV = 563.49 SETBACKS: LEGEND FRONT YARD: BUILDING 30' FROM PUBLIC R/W PARKING - 10' FROM PUBLIC R/W SIDE YARD: NONE Benchmark 500 Existing Contour or Elevation REAR YARD: NONE --0/E-- Overhead Electric 500 Proposed Contour Elevation MAXIMUM BUILDING HEIGHT: 35 Power Pole x [500] Proposed Spot Elevation PAVING SPECIFICATIONS: PAVEMENT: REFER TO DETAILS ON SHEET 2 •-� Prop. Light Pole XX Slopes Greater Than 25% SIDEWALKS: 4" - 3000 PSI CONCRETE MH Manhole DUMPSTER PAD: 6" - 3000 PSI CONCRETE CURRENT USE: VACANT PROPOSED USE: OFFICE BUILDING PARKING SCHEDULE: REQUIRED: 1 SPACE PER 200 SF 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 SITE LOADING SPACES PROVIDED: 2 LAND USE SCHEDULE: 0 �R PRE -DEVELOPMENT % POST -DEVELOPMENT RTE BUILDING: 0 SF 0 10,800 SF 12.3 250 PAVED: 0 SF 0 40,090 SF 45.5 OPEN: 88,049 SF 100 37,159 SF 42.2 TOTAL: 88,049 SF 100 88,049 SF 100 V� C/`� N� TY MAP APPROVALS PLANNING DEPARTMENT 7D ZON G DEPARTMENT __ U NS C TONS DEPARTMENT 6 P4 CJ + - SERA CE AUTHOR TY N � U EN NEER NG DEPARTMENT 0 6 0 RG N A DEPARTMENT OF TRANSPORTAT ON /VIA 00 fflG NW HEALTH DEPARTMENT BOA D JOF ARCH TECTURAL RE E ,es ..gar 4/ /0 ! 0!; ERE OFFCAL m 7D � U a � N � U 00 N � N O CD a o 0 0 0 O � O O E � W � W � W � O � W � � O 63 U O O Sheet No: . 57C�... . _ . _ ... .... ...... .. . ...... ........ ............. ........... .... .... ..... ... ... _........... _. ..... .... _. .. .. ._ .1..1..11 ... ..... .. _....... .... ... .... .... _ ... ...::.570 ...... ... .......... ....................................... ....................................... ...... .... .. ..... . _. 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II n�:--""--,-_n19d7 w.-, ... 1 � ,� - .......................... n _ .... _ . A �� -%?">�� ..._., T4 t..R _:p / . �yi� )/o ... 55 i 57 -- - \'i�� ._ 1 ... ... -__ ... -- .. ...IT .__ . .. _. ._ ... .. ._ ................ �.._Q....... ... ... ................ _1111._ ... I 11 )_z fi5' (.tJt-nfif I�.Pnnh 1111 3111,1 u -"I A tl '- I' 't"d, til tool 1. 1 n i a o. I: e I' .•-.31v S5 GG6 n I V J v. / v Cp, 1 i 1" �Iu S -1. 111. ''Viae . . vl 1-11" _111111-1-1 4' at Dose P50 STORM SEWER PROFILES .............................................................................................................. 3�11SCALE: 1" = 10' (Hort. & Vert.) -_ _ : 585____ _ ... ... ..... ............... ......................................................................... ............... ..........................................................................................................................................................................................-......................................................................................................................................................................................................................................................................-.................... ............... ............................. .............................11.1.........1.. ..1....11 .. .. ... ................................................................................................... -............................................................................................_..........-.........-...................................................-............................................................... ... .......... ....................................... ....................................... ...... .... .. ..... - 00"ll, .. . : : _........... 11.11. .. ... .1.111.. ... _.. .. . .... ..... .. ...........................................................:.......... ..............................................................:...... . ...... �© ....I I '. ,A52 320111 240, WBA W II b- -M t `l 1r,�,nl` MINSTRUCTIGN - Rugued, d'is-z l,, wgl,-pi+ el:tlni:imn hcme>ng ,.Nt ..... ........................... ASKMA1 J,'A r, 91r{t' n : i5 g .....................................................................................................11........................................................................................ . _i rl� uv Ia r17 I g 0 TD� Ib.dar I' - n11111 A.. to E- <. tC y ui -cx ale US Prem Na J �,..,.�.....11 .......................... ,113 t Ih f arF t N 1J T4 ��,`� ....11.11 ..... ._- ..... ( ... ..._.... .... .... ._. ....... .. .... ._. �. II n�:--""--,-_n19d7 'may ...._. � ,� - .......................... n .. ...... .. .. ...11 1..1 ..... o .... S! 57 iIP'rILAL sYSTE1A - Ana 1 .ga„rdcJ Ile ctal - s' t .F L::W. ,,lt4. ._ 1 ... ... -__ ... -- .. ...IT .__ . .. _. ._ ... .. ._ ................ �.._Q....... ... ... ................ _1111._ ... LPL t n U i., a ied 3. L„ ;,,T! 3111,1 u -"I A tl '- I' 't"d, til tool 1. 1 n i a o. I: e I' .•-.31v .. L:.. 7. a f.Nfn?g0M,[C 0 ,%H4 : 1 Tvrir, IV rf 1111 filo Ylt,' F": V if 't' [f II:3 I ':f t: k it (till, -..1. 75 : IfJ to 35 `AE f311tillq ... _. ... - ... --------=-J ... .... v r- ... _. ... ......... .. .......... .. _ .. ... -. .. .. ... .. ....... .. .. ._ - ... _... ... ... .. ... .: .1111 DAilitl) a, 31 PEI, PJA me ,'.>I E.Lf, 2i �,'yp,, USAF Pun : 57 u UN'7"c1d tun r>[, drirn_„ n 1111 > .. / 1111 .. 1 70 : LMrIAS 3 ae 90 B[ a. y :, Cn _ Finisne0 Crane........... IM.W, : nt 3i13a,,ree:. ASZLG Vanda( pa11 t o o r ., cri '-II �n11a t- al rr. a 1 ,t a re -u A,, (.rico ._ ... .. ... .. .. _ ... . _... kid t'. t-.- i n 111 h 1t 113 d1 r t t l Iq-. E Ir -t SPacrfrc W'_ I i0.-0uscuca,e:L.v.e<Ijacl.e:I:.nras lE©_^9. Fxl.cf_ .('rnrlP ..... .. .._. ... ,i�.... ACc`U6ifYA1s T- ri )!1 4111 T I Q S It, 1 Itlh rflrl,]!L";,rl k..lrlatr, tr - .i I! r -.I . UL ""Id . Larith 0 M 0 i,,n•.3- 56 / .. .... ,..: ..1.1.11.. ... ..._ .:::.... .. 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I 68" Die - Pond bankment 24" RCP Outlet Inv = 557.0 1 1' Weir 3' Diameter Concrete Riser 12' Orifice Typ of Two Build on Opposite Sides 6' Concrete Lintel Concrete Anti -Vortex Device - W/0I-7 Grate Inlet Crest Elev = 562.9 I Weir Elev = 561.9 Orifice Elev 560.5 Elev = 560.0 ;�T! l 18° Depth of ,I VDOT 68 r_T�� 11 CONCRETE RISER STRUCTURE DETAIL ....................... 3 J11 NOT TO SCALE 2:1 Side Slopes (M Pina Tn TOP OF BERM ELEV=564.5 ELEV=560.0 NOTES: 1. The need for additional permanent erosion protection from the edge of the pavement to the bottom of the water quality swrale must be evaluated on an individual basis,. 2. Provide 1° ponding depth to the crest of an overflown structure. 3. Underdrain pipe shall be PVC schedule 40 or equivalent. ASTM 033 FINE) ______��_ - -\_ 4w PERFORATED WIN) 6` NON -PERFORATED PVC SCHEDULE 40 PIPE AT 1% PVC PIPE @ 1% SLOPE (MIN) TO DAYLIGHT SLOPE (MIN) UNDERDRAIN GRAVEL (AASHTO M43,10-1 ry WRAPPED IN FILTER FABRIC SIDE SLOPE REGRADED TO 2:1 (MAX) WATER QUALITY SWALE 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 30 -FILTER. 3. THE BIO -FILTER SOIL MIX MUST BE LUCK BIO -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 LAND SHRUB SPECIES (SEE LIST TO THE RIGHT), PLANTING LOCATIONS SHALL BE PER COUNTY REQUIREWENTS, 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 CONS1tRUCTED WITH EROSION AND SEDIMENT CONTROL PLAN SHALL REMOVED STORM WATER MANAGEMENT FACILITY, FOR MORE INFORMATION PLEASE ;ALL WATER RESOURCES PERSONNEL AT (434) 296-5861. 4 BI0-FILTER DETAIL for SWM FACILITY NOT TO SCALE SWALE LANDSCAPING SPECIES QTY 5 W Common Juniper (24" @ Planting) 4 0 Winterberry (24" @ Planting) Bio -Filter Area Refer To Detail Elev = 557.0 ;�T! l 18° Depth of ,I VDOT 68 r_T�� 11 CONCRETE RISER STRUCTURE DETAIL ....................... 3 J11 NOT TO SCALE 2:1 Side Slopes (M Pina Tn TOP OF BERM ELEV=564.5 ELEV=560.0 NOTES: 1. The need for additional permanent erosion protection from the edge of the pavement to the bottom of the water quality swrale must be evaluated on an individual basis,. 2. Provide 1° ponding depth to the crest of an overflown structure. 3. Underdrain pipe shall be PVC schedule 40 or equivalent. ASTM 033 FINE) ______��_ - -\_ 4w PERFORATED WIN) 6` NON -PERFORATED PVC SCHEDULE 40 PIPE AT 1% PVC PIPE @ 1% SLOPE (MIN) TO DAYLIGHT SLOPE (MIN) UNDERDRAIN GRAVEL (AASHTO M43,10-1 ry WRAPPED IN FILTER FABRIC SIDE SLOPE REGRADED TO 2:1 (MAX) WATER QUALITY SWALE 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 30 -FILTER. 3. THE BIO -FILTER SOIL MIX MUST BE LUCK BIO -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 LAND SHRUB SPECIES (SEE LIST TO THE RIGHT), PLANTING LOCATIONS SHALL BE PER COUNTY REQUIREWENTS, 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 CONS1tRUCTED WITH EROSION AND SEDIMENT CONTROL PLAN SHALL REMOVED STORM WATER MANAGEMENT FACILITY, FOR MORE INFORMATION PLEASE ;ALL WATER RESOURCES PERSONNEL AT (434) 296-5861. 4 BI0-FILTER DETAIL for SWM FACILITY NOT TO SCALE SWALE LANDSCAPING SPECIES QTY 5 W Common Juniper (24" @ Planting) 4 0 Winterberry (24" @ Planting) 310 -FILTER LANDSCAPING SPECIES QTY 4 Red Maple (1 1/2" Caliper) 7 � Common Juniper (24" @ Planting) 7 Winterberry (24" 0 Planting) ORDERING INFORMATION L dJ, -t I 1, 1-1 -t : su; "'i".:. the. `l:, _; rA cn,�l:.�, loud,.- E__111.1--l-I - 00"ll, _ FIEATURES & SPECIFICATIONS N- Iv�c /_ IN3TENDED IJ.SE - S'1 1c, 1c, ll:eury_, nankin, Iv, :rd :urro!nt Lnyl ,IF_1. SP Siin,d, tux- (P2tt 277. 347, n/e Tui StandA 1 G"lu,s ,A52 320111 240, WBA W II b- -M t `l 1r,�,nl` MINSTRUCTIGN - Rugued, d'is-z l,, wgl,-pi+ el:tlni:imn hcme>ng ,.Nt :AS2 UMI 177 ASKMA1 J,'A r, 91r{t' n FE NUN% -i,' I 1/I dI - nl} (r lardl n1J ': I; ,' If 9/a,'•. Ole- ? dear finnan FI,:, Irj- E ,e,J,a l,. Art:hiiectural Areal & Roudwap Liyhdiny f,`1`1.111.1,_r d MH l Lit' terra}earn:, 91�'s an,, ,'plf,' :I.i. 0. Unca fm - i, fully ge:keted s+,ith ana. uv Ia r17 en 113 eJ .r .. n -: ,-?. oc, DBL £I ✓e TD� Ib.dar I' - n11111 A.. to E- <. tC y ui -cx ale US Prem Na TIM 1 Ilal r-,,€'l-il:o v- OE,YN T, t, -d (,.inns HORIZONTAL POSITION. r LI, ,113 t Ih f arF t N 1J T4 ��,`� -`�,` TOIL/ FI I I -N It 71iri f 1 - IfiPl P Fra.' I i. ,hF n�:--""--,-_n19d7 'may SU rt 1 Typn' II 'a a, nt c u -I ole -'I k>1 TP T 1 r pr ,.f nwlievtl t. S! Ia I: 1. 1' J„I -. �. J ,:_i iIP'rILAL sYSTE1A - Ana 1 .ga„rdcJ Ile ctal - s' t .F L::W. ,,lt4. S03 rta Type 1? METAL HALIDE LPL t n U i., a ied 3. L„ ;,,T! 3111,1 u -"I A tl '- I' 't"d, til tool 1. 1 n i a o. I: e I' .•-.31v .. L:.. 7. a f.Nfn?g0M,[C 2L10 V I.O : r S201N, 3°.i01"',%. AOLIb'',+ ,%H4 : 1 Tvrir, IV rf 1111 filo Ylt,' F": V if 't' [f II:3 I ':f t: k it (till, -..1. E I J� $ i IfJ to 35 `AE f311tillq 20,0 Tlf.. !h ilsyt n- r i. T;pa 1 t=r ,=,r1 tiro 11,G.. I'd (a',Id�, Dal;ari thI•.u:1 r'li DAilitl) a, 31 PEI, PJA me ,'.>I E.Lf, 2i �,'yp,, USAF Pun an;d r}p: 4 :;::rrm,.trir- ;ql,t ,;. u UN'7"c1d tun r>[, drirn_„ PH'IEMA mist 1arA:. FE l'1Td; fors,.'( th•,,I CLEECTIIICAL SYSTEW7 - Galkas. is ;,.nstsrli-rvutti [r.e autatrsnsiormer tai PH NERIA mist -loaf. PE,d f.",: ISNr,8ranted Try,e. ';d LMrIAS 3 ae 90 B[ a. y :, h,::,. IL -d vd. `i?M'', 320.7 ,'?:9Td,r lequim c,'up- i;92A Puler, Start 1, d&n l ::q i,"l IM.W, : nt 3i13a,,ree:. ASZLG Vanda( pa11 t o o r ., cri '-II �n11a t- al rr. a 1 ,t a re -u A,, (.rico IM.'"2A5 ;=.x x. �I:nd ,ides 1_",I, nr. e::rat SC ih,"ti,q l;:,p fief F,1:�n 'E3 _p NC17E' . kid t'. t-.- i n 111 h 1t 113 d1 r t t l Iq-. E Ir -t SPacrfrc W'_ I i0.-0uscuca,e:L.v.e<Ijacl.e:I:.nras lE©_^9. r t r ur 1` UI f r t A r -I 4 q II- e' EP/ 121t' __. ACc`U6ifYA1s T- ri )!1 4111 T I Q S It, 1 Itlh rflrl,]!L";,rl k..lrlatr, tr - .i I! r -.I . UL ""Id . Larith 0 M 0 i,,n•.3- e S_l; �� 1' 4 1 �.l�.; il.l-,rv,c;�, ...: �. ,3 ,i1 -1., n.i�l Nd33TALLATICN t.. lata nh i. ,. x,�E rr�, } rJ tr_I.a11,. ,, 7 I- f tr"k 71 F L# -E.: r ul U 1 - Ter,. -,i O.D. tl lie' p'.-1 Elt S0 121.0 ,m J -1111 c t k I _,.. UfMNI L Ln. c. 1 r ,1,4 IJL Iles J vuita Sle 1,,, ',: at h,�,k t �R -. .sN. ,I 151. {fin <I Lg'. 1111 1111--: ---.. _ AST35-f! 1 et r o I � I , hu, [, -.' ncaux,. - All .: e,. i-:raro,.n:,:11a,.;,,ulr.. th .:..ea,� ;jfi,d. 310 -FILTER LANDSCAPING SPECIES QTY 4 Red Maple (1 1/2" Caliper) 7 � Common Juniper (24" @ Planting) 7 Winterberry (24" 0 Planting) ORDERING INFORMATION L dJ, -t I 1, 1-1 -t : su; "'i".:. the. `l:, E:,aniple: AS2 250M SR4SG 120 SPA SF DNA LPI F -S-1 -_ I __ - Fv�_E_1_1_ E__111.1--l-I - 00"ll, 1200111 1211 T SPA Sq,,-, poA: nowali¢y s'I& __ Slliuped installed ArdilecI, nal Calan' 2 2HO14 AW RPA €,W,d pole In. ...u,q SP Siin,d, tux- (P2tt 277. 347, n/e Tui StandA 1 G"lu,s ,A52 320111 240, WBA W II b- -M t `l 1r,�,nl` Ur J ,hE fu, MJ5 30 i;:IPl, r'a JHi DDB L k 1 , - :AS2 UMI 177 ASKMA1 J,'A r, 91r{t' n FE NUN% -i,' I 1/I dI - nl} (r lardl rA52 4(ilfsT ?,47 DSAS2 ile r t. 31 t f,`1`1.111.1,_r d MH l Lit' ABO uv Ia r17 en 113 eJ .r .. n -: ,-?. oc, DBL £I ✓e TD� 0WAa2'D' -' 1.,d 1x11. TIM 1 Ilal r-,,€'l-il:o v- OE,YN T, t, -d (,.inns HORIZONTAL POSITION. r LI, np 3 do DSPD r5r5 t -v Or ° HSH s1 Ii Idi -i I%, !4YJ` Il ti71 tt,T tnEuuu� 1 t n= i I' ,f - E3; rte.- / i l £I - SU rt 1 Typn' II ii 13. , d I: n TP T 1 r pr ,.f nwlievtl t. Iu d.... Ia I: 1. 1' J„I -. �. J ,:_i SMA I MIA P E- -t i .AL,t n6NH C k tr"ae S03 rta Type 1? r- . �, Ie:r" LPL t n U i., a ied 3. L„ ;,,T! ,111,1: rfl' .. L:.. 7. a f.Nfn?g0M,[C USPE L-rcan ,%H4 : 1 Tvrir, IV q ., n,dl P n - LJLP Loa inlay USPI, Cr 4 lad ,lrrnt fol -rl th't". harp. 20,0 ShfEp 1 Sil3rni ty Uuipll Fed r'li DAilitl) a, 31 PEI, PJA me ,'.>I E.Lf, 2i �,'yp,, USAF Pun €3RAW B..gnlo:nted T;';r iii :vi;L, u UN'7"c1d tun r>[, drirn_„ PH'IEMA mist 1arA:. FE l'1Td; fors,.'( th•,,I DW!'AS 2 ar 30 dayre'3 PH NERIA mist -loaf. PE,d f.",: ISNr,8ranted Try,e. ';d LMrIAS 3 ae 90 B[ a. y :, PE7 NEMA -;(-k6. PE t27Nd ::q i,"l IM.W, : nt 3i13a,,ree:. 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AST35.280 AIM5,2% AS'T35320 AST35-390 AST:15.490 onitdaor Sheol #: AS2-M AL 1'30 G01 °�y,RhR\� v QriQb\e -{ry ` 'Ob 90/ r.,• ,as P ., _� °� -tp$ �a ,,1 4P It �1b �ry �'� ��1 � k% TM 60 PARCEL 4811 �'� �� '� �t� Mr, & Mrs. Geicrge �l `0 41 ry 1 Barlow II A• '°' '°° ��'.- - I b ap ,b Zoned C1 0 cu 'ti' $ry ry Use: Vacant � w � s osed 3 -Ston OF�'ice ti 11, 11_ Pr ) _ P p Building 32,400 SP Gross 'mob -P b,`r ,� ,,., b (10,800 SE/Floor) ,,- s'` FEE=580,00 � "��'� "� "'�'' -Nt, \ -1-71 .0 401% - - 101 -0 --b� .11- 10 EO _% -0 4> - �� A� -q A 0 lt� .69 .0. a,'$ ,�'� $ ti A s - 4 .pry kX. g N• a „y!b ,$ + .4F Alp -,D, .,'A 1�4 °Y1 ^°ry �'`' 1 k "- ., ,pry - -- ,�. e $ 1 A / �i bb .,tp .,,. $ $ *O , .,pry _.• � 1 •+orf' 4 ,b® ,$-0 "A -AA% . Cb .s _t' ory s s .1 .b� +• 9� A O .41 y 0 ',--� ,!. '1 1§ _0 .r� 4 �,N +�� 9 . .1111 .N. 1� ,, I I 1, 5I, - " \ Moi ,. 11 LUMI]NAIIRE SCHEDULE V) I Q ::D c�, D EZ O z Q) Description CM M _0 C,DE- ro CC CC�W__ W ST. DAMDS PAROCING LOT ARCHITECTURAL ARM- ONE 400 -WATT CLEAR ❑ A 3 AS2 400M SR4SC CIO W C 1 C-2 729.5 � HORIZONTAL POSITION. ccCO;, M _ CO� � 2 C-2 670.4 ARCHOTECTURAL ARM- ONE 400 -WATT CLEAR � o S CD ® cc M M ❑ LUMINAIRE WITH SR4W HORIZONTAL POSITION. 20.0 REFLECTOR. P4 ° a � _4 � -48.8 a 5 A 646.6 w n H � F1, � 41 � W 6 A 560.7 410.4 210.0 20.0 222.3 0.0 k 442.0 210.0 20,0 131.1 0.0 ^��" w�?,_ /W i -I CD Tn i C/-) I ---I CD o w E___ I W E==_� � �', E �,P �:- 1_= � � � � r ai C O a; F_ � D -1r_05 U .91 .; 7) r h]i a_ 7C O °j _R 0 a, v LUMI]NAIIRE SCHEDULE V) I Q ::D c�, D EZ O z Q) Description Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts ST. DAMDS PAROCING LOT ARCHITECTURAL ARM- ONE 400 -WATT CLEAR ❑ A 3 AS2 400M SR4SC MOUNTED CUTOFF ED -28 METAL HALIDE, L010100.1es 32000 1.00 462 1 C-2 729.5 LUMINAIRE WITH SR4SC HORIZONTAL POSITION. 20.0 (REFLECTOR. 0.0 2 C-2 670.4 ARCHOTECTURAL ARM- ONE 400 -WATT CLEAR C-2 4 AS2 400M SR4W MOUNTED CUTOFF ED -28 METAL HALIDE, L010101.1iss 32000 1.00 924 ❑ LUMINAIRE WITH SR4W HORIZONTAL POSITION. 20.0 REFLECTOR. 0.0 STATISTICS V) I Q ::D c�, D EZ O z Q) Description Symbol Avg Max Min Max/Min Avg/Min ST. DAWDS PROPERTY+ LONE 0.2 fc 0.5 fc 0.0 fa N / A N / A ST. DAMDS PAROCING LOT + 4.4 fo 16.8 fc 0.5 fc 33.6:1 8.9:1 LMM INAI]RE LOCATIONS ONS V) I Q ::D c�, D EZ O z Q) o CV o O - - No. Label X Location Y Z MH Orientation Tilt 1 C-2 729.5 391.9 210.0 20.0 43.0 0.0 2 C-2 670.4 329.0 210.0 20.0 43.0 OA 3 C-2 587.1 302.1 210.0 20.0 -76.4 0.0 4 C-2 516.3 352.5 210.0 20,0 -48.8 0.0 5 A 646.6 244.7 210.0 20.0 -12.3 0.0 6 A 560.7 410.4 210.0 20.0 222.3 0.0 7 A 663.3 442.0 210.0 20,0 131.1 0.0 SURFACE SCHEDULE Relledances Name Front Baric 3 STORY OFFICE - 5% 5% BUILDING PLTH 0 F. F Dr- " o� / 6) o TIMOTHY R. MILLER CERTIFICATE No. � 30542 _ o,1 �4 �� SS/ANAL ANG Revisions: N0. DESCRIPTION DATE 5 Cty Comments 0-18-0 6 Ctv Comments 2-14-0 ails ❑ V) I Q ::D c�, D EZ O z Q) o CV o O - - F -1 M a M -D O �__ � �� Q) _� U Q) ❑ C) Q 3:cV O O ❑ V) n d N o In o _ a (n (2� CD � 3i 0 tT = 3: 2 aJ lr� [=� a 0 Sheet Ne: F -1 O Q i E (2� � W >--il ��\ r -� IFt CD, ^��" , /W i -I CD Tn i C/-) E___ I W E==_� � �', E r�� 1_= C) ?7 1 r ai ��1 r 4 F_ U .91 `_� a_ Sheet Ne: