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HomeMy WebLinkAboutSDP200100112 Plan - Approved Final Site Plan and Comps. 2002-03-21FINAL SITE DEVELOPMENT. PLANS FOR RIVERS EDGE COMMERCIAL OFFICE DB 1901 PAGE 126 RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA LEGAL REFERENCE: TM 78 PARCEL 58G SOURCE OF TITLE FOR PARCEL 58G: DB 1901 PAGE 126 OWNER: FREE BRIDGE LAND TRUST P.O. BOX 8147 CHARLOTTESVILLE, VA 22906 DEVELOPER: CW HURT CONTRACTORS P.O. BOX 8147 CHARLOTTESVILLE, VA 22906 ATTN.: KATURAH ROELL ZONING: C1 - COMMERCIAL EC - ENTRANCE CORRIDOR OVERLAY DISTRICT MAGISTERIAL DISTRICT: RIVANNA SOURCE OF BOUNDARY SURVEY: PLAT BY ROGER W. RAY & ASSOCIATES, INC. SUBDIVISION PLAT DATED JULY 20, 2000 HAS NOT BEEN .RECORDED TO DATE. SOURCE OF TOPOGRAPHY: AERIAL SURVEY PERFORMED BY JAMES H BELL, JR. P.C. ON JANUARY 29, 1998. BENCHMARK: 'X' IN CONCRETE BASE FOR STEEL FRAME ELECTRIC TOWER. ELEV = 361.28 SETBACKS: BUILDING 30' .FROM PUBLIC R/W. PARKING - 10' FROM PUBLIC R/W MAXIMUM BUILDING HEIGHT: 45' PAVING SPECIFICATIONS: PARKING AREA: 6" - #21B AGGREGATE BASE MATERIAL 2" - SM 9.5A SURFACE MATERIAL SIDEWALKS: 4" - 3000 PSI CONCRETE DUMPSTER PAD: 6" - 3000 PSI CONCRETE CURRENT USE: RESIDENTIAL PROPOSED USE: OFFICE AND INDOOR STORAGE SPACE. PARKING SCHEDULE: REQUIRED: ONE SPACE PER 200 SF OF NET OFFICE SPACE 10,000 SF X .8 / 200 = 40 SPACES ONE SPACE PER VEHICLE USED FOR INDOOR STORAGE MAXIMUM NUMBER OF VEHICLES: 4 (4 SPACES REQUIRED) PROVIDED: 44 TOTAL (INCLUDING 2 HANDICAP SPACES) LOADING SPACES: REQUIRED: ONE SPACE PER 8,000 SF OFFICE 10,000 / 8,000 = 1.25 SPACES ONE SPACE PER 10,000 SF OF INDOOR STORAGE 10,000 / 5,000 = .5 SPACES REQUIRED: 1.75 SPACES PROVIDED: 2 SPACES LAND USE SCHEDULE: PRE -DEVELOPMENT % POST -DEVELOPMENT % BUILDING: 2,470 SF 4.0 5,000 SF 8.1 PAVED: 5,100 SF 8.2 24,200 SF 39.2 OPEN: 54,233 SF 87.8 32,603 SF 52.7 TOTAL: 61,803 SF 100 61,803 SF 100 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. THE APPROXIMATE LIMITS OF THE 100 YEAR FLOOD PLAIN ARE SHOWN ON THE SITE PLAN. 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. THE EXISTING LIGHTING FOR LOT B WILL REMAIN. A LIGHTING PLAN FOR LOT A WILL BE SUBMITTED WITH THE FINAL SITEPLAN. 7. TRASH REMOVAL: ONE DUMPSTER WILL BE PROVIDED AT LOCATION SHOWN ON PLAN. 8. EXISTING LANDSCAPING CONSISTS OF GRASSED AND DECIDUOUS WOODED AREAS. 1. MITIGATION FOR ENCROACHMENT INTO THE 100' STREAM SETBACK SHALL CONSIST OF BUFFER ENHANCEMENT NEAR STREAM ALONG THE NORTH PROPERTY LINE. REFER TO SHEET S3 FOR LOCATION OF MITIGATION AREA. TOTAL AREA OF ENCROACHMENT = 6,400 SF. TOTAL AREA OF MITIGATION = 6,400*2 = 12,800 SF A TOTAL OF 33 TREES SHALL BE PLANTED IN THE MITIGATION AREA. TREES SHALL HAVE A 1 INCH CALIPER. SPECIES QUANTITY RIVER BIRCH 11 SYCAMORE 11 WILLOW OAK 11 THESE ARE REQUIRED AS PER ARB-F(SDP)-2001-53: 1. The southern retaining wall shall be concrete tinted to coordinate with the building and shall be landscaped to soften it's appearance. 2. The mechanical equipment fence shall be painted a shade of red to blend with the brick of that building, to reduce it's noticeability. 3. Roof vents shall be limited to the back slope of the roof, away from the EC. 4. The roof may be the Slateline Slate Gray shingles displayed at the meeting or the metal that was also discussed. 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, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. WARNING WORKING PRESSURES ARE GREATER THAN 120 PSI. Fail I Do N SAM M 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. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ilk S1 of 5 COVER SHEET S2 of 5 SITE PLAN S3 of 5 LANDSCAPE AND UTILITY PLAN S4 of 5 PROFILES/DETAILS S5 of 5 LIGHTING PLAN �1 e_� Benchmark 500 --0/E-- Overhead Electric x [500] X Power Pole. 500 Prop. Light Pole MH Manhole BPD Backflow Prevention Device C/O Sanitary Cleanout Existing Elevation/Contour Proposed Spot Elevation Proposed Contour Slopes Greater Than 25% 0 APPROVALS PLANNIN 'DEPARTMENT ZONING DEPARTMENT INSPECTIONS DEPARTMENT/FIRE OFFICIAL SERVICE AUTHORITY r,z- '0/11 ENGINEERING DEPARTMENT VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA HEALTH DEPARTMENT BOARD OF ARCHITECTURAL REVIEW FIRE OFFICIAL MR LO to z ua � o CID CO H M Mva U co O . i u 03 W a to O M o w o 4_3 0 a; U 00 o���PLTH aFG, 4� �c TIMOTHY R. MILLER CERTIFICATE No. 30542 /DNAL Revisions: N0. 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' ...:....................................... .... .... ............................................ ... .......... ......... : ............... .......... .......... ............................. f............................................. 5 .... ....................... .........................................................., ......... y............................................................................. _ ... ............................................................. 350 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 0160 ("_1� WATERMAIN PROFILE, "A" 4 of 5 SCALE: (HORZ) 1 = 30 (VERT) 1 = 5 f 1+00 1+50 2+00 2+50 f ....,.:.....:::...::::.......::....:.:..::,:.::..,...,...,.,"-,-,.,....:. .. ... ....v :: ................:.... ..... . ­1. ... I.- ,,. .... ..: .. ..:.:::,.�: r! .. .. .. ... ..:.--:: ,.:-�:. .......... ....... ...: . . .... .. .... . . .. �....:v. .:......... .:... .. .. .: v...., :. .......:: - ,,.,.,.. 5 4 E d S w.. 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I .... _,... , ............ ,.,.... .: ..::... .:, :.� ..--..Top: _::... .: -.::.: :. .:.:...:.. 348.40 ....- :....... • _ :..... Inv Out 339-8 • ,•• .:..__.:..._,.:....-:..�..: _ .: � :.:.:�......:Bio Filter: :. -,:...:: :.:.Inv.lti.::- 33:9 00:::11-:. :.:: 330 w,.....,._ .::::...:.:...":.:..:.,..: i Stormwoter .-.."-,Inv, Out--338,90 :....1..:.v 330 .:...:_..::_,...::::........:.._._....Cone eyonc e... ,:::.. --:.,.:::_..:::..::..::::.--...-.,.........,....._...._.:..::::..-.::..::..:. _.. ,.:.: : ... f Channel ....:..::.._..........::.:._. 11-111.11 _:.:::.:. :,. .............. 320 ... ... ..vv ..,........ ... ... f f.. :..:::::. _ : .:.:. .v .::,.... ........: ...... .:.... .. .....v:.. .:: _.. :..... :..:: :. .. .. .. � :..::..:. ..:..:.:..........._.:..:. 11-- _...:.:..:..:. 1320 M a,, H rn cU wz Un CO A CO C,j ® co m w O I~ En �- q4 / Q v f ao w x W U a W a x w w i W C) 't::r,, W 02 10 t-� /^) 6 iV SC d -1+00 -0+50 0+00 0+50 1+00 �I M o NOTES: o ,� 1. MINIMUM 3' OF COVER OVER TOP OF PIPE. 5 STORM SEWER PROFILE a U 2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS. 4 of 5 SCALE: (HORZ) 1" 30 = ' (VERY) 1" - 10 ' - o�*�PLTH OF%'i -4-�c 61" NON -PERFORATED �, STONE SIDE SLOPE REGRADED TIMOTHY R. MILLER a PVC PIPE TO I WEIR TOP OF 45• a STONE WEIR BERM TO 3:1 (MAX) 2 ax L CERTIFICATE No. Bev = 329.0 Z� , 30542 BERM BERM Sod Cover Elev = 330 °' �O 1v1 .......:...:. .................I............ ; ; . a .... I 360 .. 4dx' ---- ---- 45' ��4 S- E , , , , Q � -- !, I max /ONAL , ,1. , , , .::, Tyr- PSOIL/ 31 SIDE .�'• ........-.: .. .:.. ....... ..: _•,t:� : -i PLUG f , , ,-. �: •r.�.:'; j,:,. x'-•s "•;�' 20% LEAF MULCH ® ° .� » SLOPES , , N ;.7cr•..,; r. . °:1111111111111111111111111 , ; .., .. :..... yP:.:.,._".A (MAX) , , j j :•,•:1,. i Q` =� : '; N'"%'�:.i y" (SAND• 0.02"-0.04", ° I' �_j I I 1 , v Elev=326 t•b•'.'• -.: f ., ,• .,. _.; ;;:�.• ...-..: - Revisions: �"­STA BOA 11 I1 . z ASTM C33 FINE) 2 N0. DESCRIPTION DATE - 3+59 2 11 , ; I 1 `� Elev=325 �.. f...... . ..... , , I , , , ,::.. ...:. , , i S In Comments 12.12.01 ..........:. ....:.. 1 .: _ 355 I I I I I, A 1 1 2 ACSA Comments 1.08.02 ` I " 4"-6" PERFORATED 3 ACSA Comments 1.10.02 I ' i PVC PIPE UNDERDRAIN GRAVEL I I , ' ' AASHTO M43 FOR TEE OR WYE FITTINGS ORIGINAL SILT 22 5.,..Bend, .•...,... 5 ........... :.: .....,.. :..:.... ;., ., ... I 11 11 TRAP SIDESLOPEJ 1/2„-1") WRAPPED FOR ALL BENDS STA 3+05 1 IN FILTER FABRIC WIDEN TRENCH TO II II II 1 +........ INLET i i l I 6 PROVIDE PIPES 3 ACCOMMODATE a, 350 PROTECTION/ I I I I 1 I ACROSS ENTIRE WIDTH REMOVE SILT AND min REQUIRED. RED.F 3 . 3+50 ENERGY AT 20 FT O.C. SEDIMENT AFTER FINAL V) DISSIPATER * II II II II STABILIZATION. REPLACE M I I1 11 WITH LOAM OR GRANULAR BEDDING AS - 8" San / WATER CHANNEL EARTH FILL. REQUIRED I o Sewer o 0 0 / _ �'= in N Q STA 3+31 J = � ' a PLUG CLEAN -OUT I.-4 �® CLEAN -OUT PF STONE TOP OF BERM 45• � i o ® TYP ® WEIR CAP W/WATERTIGHT MIN MI _rr E Z .-.... ..... . -:.:....................',:..:....... .... :...................... ....................... __._ - ; .........:.....::::::.:.........:...,:...v...:.:..:....::..:::.:..,.:.:.........:.....:::.::.....:..::::.:.:::....:...:...:.,.:..:......:........::..:....:..:........:..::.:::.:::.:....,.................:....:...... ....... - ...... ....:....v........::k k ::..::::..,..,::....:.:.:..:...:::::::...:.....:..:.,....:.:.::.::,::.,.�,.:..:.:...,...:....:.::..:::.:.:..�..::..::.:.:::::::..:.::.:.:..-,.::::::.....v.:.,..:::...:.:.....:..�.......:::....::..:..:..::�...:..:..,:.::..:.::..,:::.::.; 345 ;345 0+00 0+50 0_, STORM SEWER PROFILE 4 of 5 SCALE: (HORZ) 1" = 10° (VERT) I" = 5' IVU I t3: r4_' SANITARY SEWER PROFILE 1. MANHOLES B1, B2, B3, AND B4 SHALL HAVE WATERTIGHT COVERS. 4 of 5 SCALE: (HORZ) 1" - 30' (VERY) 1" - 10' 2. MINIMUM 3' OF COVER OVER TOP OF PIPE. 3. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS. T T z U A, TES: I 2 0 1. The bio-retention basin is not to be constructed until � SECTION 1-1 SECTION 2-2 LL_ a- the site is ade uatel stabilized accordin to the Water �" :�'>'"•" �a"':r=_ T'""-' -�1 Resoureces Personnel (434) 296-5861 ""•" _'"�'"' `� .-'''''•;-,",'''' _ "1* 2. The sand/soil/leaf mulch material must be inspected - - by Water Resources Personnel before installation of the EARTHFILL bio-retention basin. (4.34) 296-5861 4"-6" NON -PERFORATED PVC PIPE ® 1 % MIN, LOAM OR GRANULAR SLOPE NOTE: 4"-66 BIO-FILTER CONVERSION DETAIL PIPE PVC,®P ERFORATED 1 % MIN, SLOPE VEGETATIVE CO)VER OPT OONS. 4 of 5 NOT TO SCALE11 STORYWATER CONVEYANCE CHANNELS SCC w B D LINING 1 6' 2' 1 1.0' VDOT EC-3 Blanket/Matting PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 22 1 /2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8„ 45 2.66 2.66 2.77 0.26 22 1 /2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 F5 M 5, 5, m 7•' ) l/ 1 m o � W3 c I� U Type SiteMaster Roadway Sled es Catalog No. Horizontal Lamp Cutoff Lurl h iaire uEu APPLICATIONS - --- • Building Perimeters, Parks, Recreation Areas, Parking Areas, 6" {190 5mm) Roadways, Outdoor Sales Areas, Sport Courts, Outdoor (152.4mm) Areas. CONSTRUCTION _ • Precision die-cast aluminum housing. 19 • One-piece fully gasketed die-cast aluminum lens frame. (165.1mm) (482.6mm) • Construction and gasketing prohibit dust, moisture, and bug entry. 3„ • Toolless entry into housing/lamp chamber via door/lens (76.2mm) 14 7° frame latch. T (374.6mm) • Corrosion resistant Duraplex II bronze polyester powder coated finish. • Optional designer finishes available. See page 281 in the EPA = 1.5 sq.ft. ExceLine catalog ---- --- - ELECTRICAL 150 to 400 Waft,(Md�) Meital Halide • Porcelain spring -loaded 4KV pulse rated socket -mogul 100 to 400 Watt (L)) High Pn?SSLlr0 $ 1Uwfl base. • High Power Factor CWA ballast. • Electrical components mounted to hinged ballast tray. 2„ (50.8inm) Starting temperature: I_X(HPS)-407/-40°C, A 2.7" _ 43^ (11.1mrn) MA(MH)-20°F/-30'C. (69.8mm) .62" OPTICS 2„ (50.8mm) (15.8mm) AT • One-piece hydroformed anodized aluminum reflector. i(11.1mrn) • Type IV reflector incorporates segmented inserts. 2 (50.8mm • 40OW MA Type II and IV optics require reduced outer jacketed lamps. s° (152.4mm)�Tlo MOUNTING • Factory installed die-cast aluminum arm. • Arm contains integral wiring/splice chamber via side access. ISO 9001 Rec)1stEred �(,} • Key slot design provides one person installation. • Hands -free wiring. WARRANTY/LISTINGS • UL 1572 listed for wet locations. • Published five year limited warranty. ORDERING GUIDE EXAMPLE ExceLine Luminaire Schedule Project: RIVERS EDGE COMMERCIAL BUILDING Symbol Qty Label Arrangement Lumens LLF Description 2 A SINGLE 20500 0.700 SMR253MA -E] 2 B SINGLE 20500 0.700 SMR254MA 2 AW SINGLE 20500 0.700 SMR253MA-W POLE MOUNTED FIXTURES ARE SHOWN AT 20 FEET ABOVE FINISHED GRADE WALL MOUNTED FIXTURES ARE SHOWN AT 15 FEET ABOVE FINISHED GRADE FIXTURES ARE LOCATED AS PER DRAWING SUPPLIED BY ENGINEER/OWNER ExceLine Numeric Summary Project: RIVERS EDGE COMMERCIAL BUILDING Label Call Type Units I Avg Max Min Avg/Min Max/Min Parking Lot FC at Grade Illuminance Fc 11.47 9.6 0.0 10.00 0.00 FC Outside Prop Line Illuminance Fc 10.06 3.7 0.0 10.00 0.00 ALL VALUES SHOWN ARE HORIZONTAL MAINTAINED FOOTCANDLES AT GRADE FIXTURE DISTRIBUTION TEMPLATES ARE SHOWN AT 0.25FC FOR REFERENCE ONLY NOTES: 3. Light Loss Factor is based on the lamp 1. This lighting plan was generated by lumen depreciation factor multiplied by the Exceline Applications Engineering of Union, NJ. luminaire dirt depriciation factor. 2. Photometric data used in this design is based on standard industry procedures 4. All values are in Maintained Horizontal and tested in laboratory conditions. Field Footcandles unless noted otherwise. performance may differ from predicated values due to normal deviations in the luminaire installation, electrical supply, equipment tolerances and/or obstructions within the lighted area and are not the responsibility of ExceLine or the Genlyte Thomas Group. IRAIMMI SMR I_ ��{ o 0 0 0 0 O 0 0 0 0 0 I Oo 0 0 0 0 0 O 0 O O O O 0 0 0 0 0 O O O O O O '0 'O '0 O 'O 'O '0 'O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1111IF14t. 2.�1Y1 O O ® O O O O O O O O O O Oo O O O O O O O O O O SMR 15=150(E/BT/ED28) MA See options/acc's 1=120 0 0 0 0 ® o Q 0 O 0 O .O 0 0 O 17=175(E/BT/ED28) 4 end of this section. 2=208 O O O O O O 0 O 0 o O O O 0 O O O O O O O O O O O 5=:240 ® O O O O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 o O O O O �25=250(ED/BT2) �3 4=277 0 O O O O O O O O 0 ' 0 O ' 0 ' 0 ' 0 ' 0 ' 0 ' O ' O ' O O O O O o ® oo O O 40=400(ED/B"r28) 2 O O O O O O O O O O O O O :� 4s0 .0 O0 00 .0 00 0o O O O O 0 0 0 Oo Oo Oo O O O O 0 O o O O O 0 ° ° ° 0° 0° 0 0 10=100(ED/ET23.5) ()( 3=:120 277 0 ® 0 15=150(ED/ET23.5) 4 o 0 0 0 0 25=250(ED/ET23.5) 3 O O O O O O 0 O O O o O o O O ° O _ 40=400(ED/ET18) 2 O O ® O O O O O O 0 0 0 0 0 0 0 0 0 0 O O O O 0 O o 0 .0 0 0 0 •0 0 0 0 0 0 .0 0 0 0 v o o O 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O 0 O 'O 'O .&S(cma till' e 0 ® O O O O O O O O U O O O O O O O O O O 0 O O O O O O O O O O O O O O O O O '0 'O 'O 'O 'O 0 .0 0 '0 •0 •o .o ®o O p ° ° o 211 ° O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 O O O O O O O O O O O O O O O 0 (O O O O O O O O O O° 0 0 O O o 0 0 0 0 0 0 0 o O® O o O O O > > 'D v v0 0® 0 0 O ° '0 '0 C: 0 o O O O O - o ° o 00 00 0 �� O O O O O 0 0 00 0 00 0 00 ° 00 0 o O 0 `' ;.::: 0 `�' °® O 0° 0° 0 0 O S 0 0 0 .0 ° .0 0 0 0 0 O O 00 0 00 0 00 0 o p° ° ° ° o 0 0 0 `' o O O O 0 00 0 00 00 j 6' 0 6' 0 > o > o61 o s o 9 0 >> o� o � 0 �° OS 0 0 0 0 10 0 0 o , > > 2 ° 0 0 0 0 00 00 .0 0 `� ® S ° J "' o o `�?S �, O, 0> O 0 O ® O O O ° O O O O O 6' o� ��-�►�S �° j 0 00 .0 O ®0 O Oo 0 29 S >° 0 r? 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DESCRIPTION I DATE rn 3 v Ln a> rn -o 1.0 > o E 0 Z N 0 z 41 U 0 O P-l' F�': � I 3 m U � � V o � � I n o •� o iv o V) '3 v '3 v ili o 0 0 C) CD �-+ 0 f---t � Q) O W � W W Q F4 W • ,--� W � � Cd Cd U r•-i Sheet No: � m3-ai•b2 S5 of 5