Loading...
HomeMy WebLinkAboutSDP201900012 Plan - Approved Major Amendment, Final Site Plan 2020-03-03@ 2020 - 30 SCALE, LLC . ................ _. ! !• SDP ' 1' f 1 (BLOCK D2 SITE STIONEFIELD BLOCK MA.' VICINITY MAP SCALE: 1"=2,000' ALBEMARLE COUNTY GIS PARCEL MAP SCALE: 1"=100' 3 2 0 0 16 VSMP AMENDMENT WPO 2014-00096 CORRESPONDING SHEET NUMBER (UNDER SIMULTANEOUS COUNTY ENGINEERING REVIEW) 1 SHEET INDEX # Sheet Title 1 COVER SHEET 2 OVERALL SITE PLAN 3 ORDINANCE TABULATIONS 4 CIVIC - GREEN SPACE PLAN 5 PARKING TABULATIONS 6 EXISTING CONDITIONS & DEMO PLAN 7 LAYOUT PLAN 7A EASEMENT PLAN S SITE PLAN DETAIL 9 GRADING PLAN 10 PRIVATE STREET PLAN AND PROFILE 11 UTILITY PROFILES 12 STORM SEWER PROFILES AND COMPUTATIONS 13 DRAINAGE DIVIDES 14 LANDSCAPE PLAN 15 LANDSCAPE CALCULATIONS AND DETAILS 16 LIGHTING PLAN 17 LIGHTING FIXTURE DETAILS 18 ACSA DETAILS 19 ACSA DETAILS - CONSTRUCTION DETAILS 20 CONSTRUCTION DETAILS 21 CONSTRUCTION DETAILS 22 TRUCK PATHING PLAN 23 PROFFERS 24 CONSTRUCTION NOTES 25 GEOTECHNICAL ENGINEERING NOTES THE OWNER/DEVELOPER IS PROPOSING TO AMEND THE APPROVED SITE PLAN SDP 2014-00070 ENTITLED "STONEFIELD - BLOCK D2" TO VACATE 55 PLATTED TOWNHOUSE LOTS AND TO CONSTRUCT 160 APARTMENTS AND 20,000-SF OF COMMERCIAL SPACE IN A SIX -STORY MIXED -USE BUILDING. THERE WILL ALSO BE AN APPROXIMATE 6,000-SF LOBBY WITH A FITNESS CENTER FOR THE APARTMENTS AND GARAGE PARKING ON LEVEL 1. A SECOND LEVEL OF PARKING (PARKING LEVEL 2) WILL BE PROVIDED ABOVE PARKING LEVEL 1. A PARKING REDUCTION HAS BEEN APPROVED AND IS INCLUDED ON SHEET 5 OF THE SITE PLAN. THE PRIMARY JUSTIFICATION FOR THE PARKING REDUCTION IS THAT THE RESIDENTIAL AND COMMERCIAL USES HAVE OFFSETTING PEAK -HOUR PARKING DEMANDS, WHICH, AMONG OTHER FACTORS, SUPPORT A 35% PARKING REDUCTION. A SPECIAL EXCEPTION HAS ALSO BEEN APPROVED TO ALLOW THE 6-STORY BUILDING. THE CODE OF DEVELOPMENT PRESCRIBES A FIVE -STORY MAXIMUM BUILDING HEIGHT IN BLOCK D. THE DEVELOPER IS PROPOSING TO CONSTRUCT A PEDESTRIAN/BICYCLE RAMP CONNECTION TO THE NORTH TO PROVIDE DIRECT, NON -VEHICULAR ACCESS FOR THE ADJACENT RESIDENTS ON COMMONWEALTH DRIVE. �,�rowl- 1 REVISIONS # DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 2/27/2020 SUALE ENGINEERING owner: OPZ BERNSTEIN/CHRISTOPHER 2, LLC engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com Q z 0 LLJ U W J cr LLJ _j Q I® w ® N c%4 Z w N B rn AOMI I® cs' Xv- M. I X. ILLX. uj U F- J Q w F- O W O U TiII No. 33029 02/27/2020 © 2020 - 30 SCALE, LLC CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD CHORD BEARING C1 59.15' 1112.92' 003'02'42" 59.14' S47'32'51 "E C2 140.18' 1105.92' 007*15'45" 140.09' S38`47'58"E C3 92.37' 226.50' 023'22'01" 91.73' S23'40'12"W C4 47.02' 178.50' 015'05'39" 46.89' N19°32'01"E C5 22.03' 119.50' 010°33'50" 22.00' N32'21'46"E C6 18.34' 24.50' 042a53'21" 17.91' N59°05'22"E LINE TABLE LINE # BEARING LENGTH L1 N58°10'32"W 14.43' L2 N49'04'12"W 79.09' L3 S28°23'17"W 45.35' L4 S42'35'36"W 43.64' L5 S35°21'13"W 23.00' L6 S27'10'48"W 38.69' L7 S09°38'47"E 12.73' L8 S35°21'13"W 20.53' L9 I S37'38'41 "W 1 21.75' NOTE: BOUNDARY INFORMATION SHOWN HEREON TAKEN FROM PLAT PREPARED BY WW ASSOCIATES, DATED 7/6/2015 AND RECORDED AT DB 4716 PG 743. CURVE TABLE - PHASE LINE CURVE # LENGTH RADIUS DELTA CHORD CHORD BEARING PLC1 15.85' 10.00' 90.83 14.24 N79°56'06"E BLOCK D2 - AREA TABULATION PHASE 1 AREA: 2.77 AC. PHASE 2 AREA: 2.72 AC. TOTAL AREA: 5.49 AC. J GRASS DITCH LINING PER VESCH 3.32 VDOT STD. EC-3 DITCH LINING --498---- -12® CONTOUR LINE WITH ELEVATION O12 STORM SEWER STRUCTURE IDENTIFIER 5 O E IDENTIFIER SANITARY SEWER STRUCTUR I NTIFI R ....... CG-6 (CURB AND GUTTER) CG-2 (HEADER CURB) 5 0 # OF PARKING SPACES BENCHMARK, TEST PIT .. ,;�:. G MANHOLE WITH FRAME AND COVER 04TC SPOT ELEVATION 11 ql ADA PARKING SYMBOL ® WATER CROCK METER FIRE HYDRANT O 8 WATER VALVE ........... :::..... ..... ---+-� WATERMAI N -- -� ----- 0 SANITARY SEWER MAIN _„ - STORM SEWER ....................... ---- PROPERTY LINE/RIGHT-OF-WAY LINE . .............. --- CENTER LINE . FENCE LINE --®- EASEMENT LINE n 0 0 00 = v V) 0 rn / TMP 61 K-6-B-4 N/F BENJAMIN B. AND 1�1 H.V. TINSLEY WHITE D.B. 41 1, PG. 197 / / / I 0 �.f / �"­­.,,_ 1. TMP 61 K-9-1 � N/F RAYMOND C. OR AMY HAWKINS DOSS M / tz_-_`_1 ...... - � D.B. 754, PG. 413 1 / I J C2 � � / I��� / I'll, ' V O .... \� � / J v � 4 fr, O Q / I / I / ' / I 1 ,I .. / � O' /.. j : j :<_ TMP 61 K-5-1 A � m t ; � / ./ O z N/F JAMES L. AND MAXINE F. STEELE _-...................................................... / D.B. 1140, PG. 261 -Z :.....................................I i- \ 1 IIF �, 1............m_........... ..: o I ; ,::. .:. S :------- �___..__..-....i................�.............f..m ......: TMP 61 K-5-1 ;.€.... N/F BRANDERMILL INVESTMENTS INC. I D.B. 151 1, PG. 93 1 I !� _........................... ... .............................a ;... .. J \ ........................ ..... I ..... � ....... .::::::::.:::::::::::::: �..... \ __� ---� __ ____106 I'- -I-, L9 C5 __ , ..." ���,­___�­ TMP 4OC-46 N/F VIRGINIA TELEPHONE AND TELEGRAPH AC ACRE MH ACSA ALBEMARLE COUNTY SERVICE AUTHORITY MIN ADA AMERICANS WITH DISABILITIES ACT NSF ARV AIR RELEASE VALVE OHE BF BASEMENT FLOOR PC BM BENCH MARK PERF BW BOTTOM OF WALL (AT GROUND LEVEL) PL CFS CUBIC FEET PER SECOND PROP CG-12 ADA ACCESSI BLE CURB RAMP (VDOT STAN DARD) PSI CL CLASS PT CMP CORRUGATED METAL PIPE PVC CO SANITARY SEWER CLEANOUT PVC CONC CONCRETE PVI CY CUBIC YARDS PVT DB/PG DEED BOOK/PAGE R DEQ VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY R/W DIP DUCTILE IRON PIPE RCP DOM DOMESTIC RED E&S EROSION AND SEDIMENT CONTROL RT EL, ELEV ELEVATION RTE ESMT EASEMENT RWSA EW END WALL SAN EX EXISTING SD FF FIRST FLOOR SDR FH FIRE HYDRANT STA FM FORCE MAIN SVC FPS FEET PER SECOND SW GSF GROSS SQUARE ET FEET SWM GW GUY WIRE T HDPE HIGH -DENSITY POLYETHYLENE PIPE TBR HP HIGH POINT TC HT HEIGHT TIP INV INVERT TW IRF IRON ROD FOUND UG IRS IRON ROD SET UGE L LENGTH UGU LAT LATERAL VDOT LF LINEAR FEET VESCH LP LOW POINT VSIVIP LT LEFT WIVI MAX MAXIMUM WTR WV 7 I I I I I I € I I I TMP 61W- - 3 21A r LINDA BLAKE GAYLE LLC. i D.B. 2813, PG 445 ' "WESTFIELD,"SECTION 3 I I D.B. 880, PG 595 PLAT I D.B. 697, PG 425-4Z6 PLAT w - w._ M. ZONED C1 I I I 703, PG 732 PLAT I I D.B. 704, PG 517 PLAT # w USE. -.COMMERCIAL I I D.B. 712, PG 689 PLAT I M _. .. w.. ZONED I _. w.11 .1 R10 AND R15 '-, _. E RESIDENTIAL AL US RESIDE w ® ­_ — _. I I ,.. � w 1 " F w I I I ® I I I N42 39'37„E ® ° ® 425 75' ......::.:. .. I �, I P I...--' r .- -I-u-- l .- _. i' f N p .j I I 11, ( # # #...... N33°58'40'W 71.50 .. / p cr #I I ( 'i - I # / I ,® ® i- I# p # :I J # I I f I I�, 11I O 'I "". _� .... _.. ,,I - ; I I I # Lo .......... ( / I ... ­*­1 .1I # I II I ( I i � ..... - I ......... __,____ ... :��._... -........ I I I; I I ... I -1- !_� - _... ____J__ i I I : I ' L ­-1--11 I I " i I; __ .... � .. I�f :� Ikea i ,, W ', , , TFFTI I u 1 w`fI f I, .... �v I f , ^wi . N42°40'0 „E 4 , .... }.- - TMP 61W-3-19A � Du o OCT STONEFIELD PROPERTY OWNER LLC � � DB 4857 PG 503 cf-) ZONED NMD Q � I O� ICI I I LOCK D2 ® OVERALL SITE PLAN SCALE: 1 "=50' MANHOLE MINIMUM NET SQUARE FEET OVERHEAD ELECTRIC POINT OF CURVATURE PERFORATED PROPERTY LINE PROPOSED POUNDS PER SQUARE INCH POINT OF TANGENCY POINT OF VERTICAL CURVATURE POLYVINYL CHLORIDE PIPE POINT OF VERTICAL INTERSECTION POINT OF VERTICAL TANGENCY RADIUS RIGHT-OF-WAY REINFORCED CONCRETE PIPE REDUCER RIGHT ROUTE RIVANNA WATER SERVICE AUTHORITY SANITARY SEWER SIGHT DISTANCE STANDARD DIMENSION RATIO STATION SERVICE SIDEWALK STORMWATER MANAGEMENT TRANSFORMER TO BE REMOVED TOP OF CURB TELEPHONE PEDESTAL TOP OF WALL UNDERGROUND UNDERGROUND ELECTRIC UNDERGROUND UTILITY VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK VIRGINIA STORMWATER MANAGEMENT PROGRAM WATER METER WATER WATER VALVE REVISIONS # DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 2/27/2020 � I I I I I I 0:� € I I I I I i, I I I I I I I 1 I ( I . I I 1 I I `° I I I _.I I � o J I r` I ct- 0 �-- o . J JO (DH- o ® II I 0 I co I• I FF N CO W O cn , u 1-0 : z�� �, ....^ I I o__ . i -�, I i L 4\ I F'AW,LL 1 TMP 61W-3-24 TMP 61W-3-19A MACFARLANE STONEFIELD, LLC OCT STONEFIELD PROPERTY OWNER LLC ZONED NMD I DB 4857 PG 503 DB 4165 PG 001 I ZONED NMD DB 4135 PG 215 (PLAT) 1 0 50 100 150 SCALE: 1 "=50' EX 1(MH).... EX 244 (DI) EX 112®I� ........ ! ............. EX T TOP = 535.9Z TOP = 5Ci6.57 TOP = 496.18 TC? P = 492.52 . ......- ... ......... 18" ;RCP INV IN = ...... i525.49 ...._.. 15" . HDPE INV OUT= 501.75 .- ........ ......... 15" HIaPE INV JUT = 492.51 ......... ........ ......... Y" PVC INV IN = 431.8g (F_11-ROM U} 24 RCP INV IN' S1i 40 ...... ......... ) .... ... ...-... ... ....... ......... .... 8` PVC INV ....... ... OUT= .... .... 481 60 24" <RCP INV OUT . ... .. ........ 516 14 .... . EX 243 (MN) EX 111 (i11) ...... .......... .... ........ ... .......... ......... ... ..... .... ........ ......... ......... .... ,... .... . ......... ......... .... TOP= 5........ .1....... .... _..... ....... .... EX-2 (MH) 15' :HDPE INV. = ,_. _.. ., 501.35: 15" HDPE INVjIN = .492.10 ........ ,TOP=495.80 ....... _ TOP = 521.57 .. _... ..... _ .......... 24" HDPE INV. _ ....._ - : 498.43. ........ ... 15" HDPE INV JUT 492 Q0 ... ....._ .. ............... 8" PVC INV .......... IN = .... 437.06 ........... ......... (FROM V} , .24" ':RCP INV IN = ..................;. ......... ....... 514.27 .I..... ........................:... 24 HL PE INV C7UT ..:_... I.-... 498.32 ........ ...... -..... ......... ... S" IPV13INV .... ... ......... OUT= ......... 4$6.86 ..... ....... (TOT} ......... . .. . 24 HDPE INV OUT 508 67 ._ ff EX 110 (MH) I .... .. ...... ......... _. __ . EX 7(I (MH) ...... .... TJP 495 98 ........ .... ......... ....__ I EX# . EX-27.2 (5` DIA MH) ....... ........ ......... ._..... :TOP=509.77 ..... ..... ,15" ,HL?PEINV_C7UT 491.90 ......... __..... .... ­­­­­­­� ...._...... TOP=499.64 .. . TJP=510.35 ..., ........ ......... ........ :15" HDPE INV: OUT= ... .: 501.85 ........ ... ... ........ ....... . _.. 8" PVC INV ....... IN= .490.58 (FRflD1AP} 24` HC3PE INV IN = ........_..... 496 08 ` EX 2€i91 (M} ....... .... S" PVC INV JUT= 490.8 {TJ U) 24 I IBPI INV CiUT ......... . - .... 495 88 ....... .., EX 69 (GRATE) TOP 497.61 ....... .... ........... ...... ' . ... .....I.. ......... .... TOP = 505.05 ..,.. ....... ;. _ .......... ......... 15" HDPE INV OUT = 49'1,56 ....I... ........ ..... ...... ....... .. . EX Z %...._ ....._ ........ ........% ............ EX-27 1 {5' D1A MH) :. 1�" IiI7PE INV:IN 499.80 ... ...... ....... .......' ........ _._... . ; ....-.... - TOP=438.06 ....... ...... ........ ......... ..... TJP-=5008(J 1a H3PE##VVI€ UT ...-....... 4997t .......... X109(MH) .. ...... ......... i 8" P1iC1tVV ........ ......... .III= ..I....... 474.37 ..... {FR f7IAB} 15" ;HDPE INV IN1 = _....... ....... 4'92 SO ....._ ._ ;. '. .. ..... .... .. ....... . .... TOP 497 04 ; ._ .... .... 8' PVC INV ..... .. .. .... AN -..... .... 473.73 .... ........ .... (FROM AA) 24 HDPE INV, 7UT ........ ........ 489 40 .... . EX 68 (GYRATE) .. .... .. .... ........... ......... 1� HDPE INV IN = 49144 .... ......... ....... ........ ......... .... ,8" PVC INV OUT= 473,66 4" ;HDPE INIV TUT . .; _ ......... ......... 489 35 ........ TOP - 500 30 .. ... ........ 15 HDPE IN1V IN - 49139 ........ .._.. ........ .... .. ..- .......... ..__ _........ .___ ..... ... ....... ......... ..... ..... 15" HDPE INV IN 49� 40 15" HDPE INV OUT 49134 ... ........ ........ .. ... EX AB ....... EX-27 (5 DIA MH) :.13" HDPE INV: OUT :495 30 ..... i ......... .......... TOP 499 45 ............. .... TOP=499.48 ..... _.. ` EX 108 (i?I) ..... (... PVG INV 1 IN� 49IJ.37 ' (FROM NORTH) 24 HDPE INV. OUT= .. .......... ...__.... 48$ 38 ....... EX 67 (illlH) ... - ....... TOP-497:i6 _ ...., .. .. ... ..... 8 PVC INV ...... JUT= ...... 490. 17 ... ......... (TO 7) 42" HDPE INV JUT- .488.18 TJP=5Li1.t�8 .... ._._.... 15" ;HI PEINV:Ji1T=.493Q2 i ....... .. .............. ...._..._ .. _...... ...... ......... 15" :HDPE INVIN i494.11_11 .. ........ ........ -...._ ... EX Ap ... -.. _.... _...__ ......... _ .EX-�26 (6` DIA MH) ....... ......... .1.1.... ......._ 15 :HDPE INV OUT ......... _. -: €493.73 _.......... E 25.2(GRATE) __. ...... .... _ TOP=501.22 ......... ... ........ ......... ... ,TOP=496.04 .. ......... . -1- ... . -1-... ....... TOP 493.96 .... -.. ....... 8" PVC INV11: ........ . ....... I11= - 491.01 _ ..... .... (FROM AQ) 15" 'HDPE INV #N = 491 84 _.. EX Ci6 (GRATE) 15" HDPE #NV O'UT 49i 01" .... ........ ... _.... PVC INV , OUT 490 8I (TO V) 42" :HDPEINV OUT 487.14 TOP=49881 . �. ....... ...... ...._. _. .... _ . . _. .. ......... .. 42" :HDPE INV OUT .. ......... ......... .... 487.04 ..... ........ ... 15" HIiPE 1NV:IN ........ ....... 493 56 ..I—... ........ ....... ........ ! ............ EX Z3 2 (MH)' i ... ....... ... ........ EX,AR ....... ......... ......,1 .. ...... ......... ......... ........ 15" NC�PEINV:DUT=;493.46 .. .... ... ....... TOP=SI0.00 ..... ...... ...... ..-....... TI3P-5t}2.0f) ........ EX-2S (6' DIA Ii/iM) : : 24" H13PE INV OUT 493 65 ... 8" PVC IIVV ....._.._ ... __ C7UT= ........ 496:23 _..... . ......... .... (T#9 AQ) ......... _.. .... TAP=496.35 EX-23 (7' DIA MH) .. _.. ......... .. ......... ...... 1S" `# TOPE iNV INl = 480 60 : TO P = 499 0£ - .. _ .: ., ........ _ ......... E X 23.1 M H ( ) ......... ........ ........ ........ ........ ........ ... ...... _.. EX AQ ....... ... . ........ ....... 42" IHD_111-PEINV_OUT ... 486.52 i '"24" :HIDPEINV.IN _ 493.01 .TOP 500,05 ....._ .I....... .... --_. TOP-504.90 ... , 42 HDPE INV,DUT = ......... 486 47 ....... 42' HDPE INV; IN ............ ... 48�.66 ... . 8" HDPE 1NV, IN = 497 30 ........ .. . 8" PVC INV IN = 495.18 (FROM AR) .: ......... ....... .... 4� ' HDPE INV. OUT ......... 485 61 ......... ......... 24" HOPE INV ON 493 00 < � ..I.... ..._ ..... .... 8' PVC INV :.... IN - 495.2P ........ ........ FR€�ivi Alf) EX-24 (W DIA MI°I) ...................... ........ ........ . ......... .. ._ _ 2 " HDPE 1NV OUT 493 00 .... - . ....... ..... 8" PVC INV ... ....... ......... OUT= .....__. 494.98 ... (TO AP} ................. TOP .. ....... =497.43 ........ ....... : ........ ..... EX-22 (7' DIA MH) : ...... ...... ....... ... ........ ......... ...................... ......... 15" I TOPE INV IIU = ......... . ... 492.33' ....... ....., :TOP = 489 8€1 s, ` .... ...... ... ...: ...-.. ....... . ........ ........ ._ . .. ....... ....................... ............................. . ......... ... ..... - 15" ':HDPE INV IN = 489.43 24" : HDPE INV IN = 482.10 ......... ....._... ......... ..... ..... ......... ......... .. 42" I TOPE ­11INV. IN = 486 23 4Z" H[iPE #N1t #N 48Ei.20 ....... ........ . . 42 .HDPE INV. OUT 486 13 42' HDPE INV:OUT €480.20 ... ........ owner: OPZ BERNSTEIN/CHRISTOPHER 2, LLC engineer: 111. 111. 30 SCALE, LLC 1. 871 JUSTIN DRIVE PALMYRA, VA 22963 11, p: 434.242.2866 e: mike@30scale.com web: www.30scale.com vw, V. U �,,` A /r 1, CO2/27 ; `r w 11 �, sheet title: E Oi/ ALL SITE PLAINJI sheet # 0 scale: 1"=50' date: 3/4/2019 S% /7 El > z D 0 Lu Q 2 w m F- U Cr V) -J uu H V) 0 << 2 rz W D 0 Y V (D 2020 - 30 SCALE, LLC V) Q) Qj C: V) 00 U U V) 0 M Albemarle Couno, Privitte Road Arce.ptance Procedure Thi:-, is, the procedure b-v tho CW1111-v D thie of pdvate roads, The this list be C011,10 d it) t . be ord 1. 'fests and 1nspevfionN* Tbhs at a b. depth i (if and 0� pi inspe t' .1. v , pe eqU1 a. e. base pavatwnr -and related. f4jr 41111yj1ridges fou Comf..,iile ��L rqpoiq� of professional Ithis. xepoyt the dsuh 2. :A's-built plaus. andplats; of" the, accol7ding to the si ht ea ements, and right-� f Way Plats should be cop' ded Befory completing It and 3, Bond inspection. Recluest a brond reduction or rcleas�e inspectio.n.from the which Wi , 11 redtice or vour bond. conlpleflba or pavial or a letter in n.0d.of The follo,w0w lie eeded with your bond A� C-7onipleted Bond ,A form ixy.e 13� Ag�buift pu.items I Art as-buift plan in with die, Nun vequired� F'or aIly tile lin requi tV if y W_e In froal a ptof le ed built to phall. PleTL%Q do of Jett Ali �kiid r qtdled, do ntlt qu�di.Nin 'it lo � . tud otlreT 1101d should id incladed. be nottd, diage by additum or ddodoll I h d yff p If IIand art� certilled ln:daall, and e-ount �,fllfr will not be, n ffie Cie ie U of col'.11pletion I 01, f a bond,: It zitc, hr v I I Tie, y 0 Ih t db Ill 1,1 d HTFP://WWW.ALBEMARLE.ORG/UPLOAD/IMAGES/FORMS CENTER/DEPARTMENTS/COMMUNITY DEVELOPMENT/ FORMS/ENGINEERING AND WPO FORMS/ROAD INSPECTIONS & ACCEPTANCE - PRIVATE ROAD ACCEPTANCE Location omirlote5'Offlow pipe Sim 44 2,5�'A pitot in (P�i) 44 Now Hydrant #2 pitut V (P"I) 37 T�w Flow 2 Vlow Hdont te #3 (P.m) ToeztFlow3 .......... AvVWA 020 .................... ............... .................. P. UN Te Aerz FIRE FLOW TEST Sigrratt#e of SITEAREA TABULATIONS .................................... ............... ......................................... ................................................. ................... ...................... ........................................... ...................................................................... ........... ........................ BLOCK D2 SITE AREA: ............... ................. ...................................... .......... ................. ............. .................. ................................................ .......... ................................................. ............................................. .......... ............................................. ......................................................... ................ .AREA BREAKDOWN BY PHASE ............... ....................................................................................... ..................... ................................... ........... ................ ............................ ............................... ............ .............................. ................................................ .......... .......................................... ......... ................................................ ........................... LAND TYPE PHASE 1 AREA PHASE 2 AREA . .......... ............ TOTAL EA ......................................... .......... ............... ........... ...................... (AC) (SF) (AC) (SF) (AC) PLATTED LOTS 1.31 AC 1.42 AC COMMON SPACE 1.46 AC 1. 30 AC ITOTAL 2.71 120,375 SIF 2.72 118,642 SF 5.49 =AC .............. ........... ................. ....................................................................................... .. . .... ..... .. ........ . .... . ........... ...................... ........................ ............................... ............ ................................................. .LAND USE TABULATIONS ...................................... .................. ........................... ............ ................. ............... ................... ............... ................ .................. ........ ................. LAND USE TYPE PHASE I PHASE 2 AMENDMENT TOTAL SDP 2014-070 TOTAL DELTA (SF) (AC) (SF) (AC) (SF) (AC) (SF) (AC) (SF) % CHANGE ........ BUILDINGS .............................................. ........................... .................. 35,364 SF 0.81 AC ............. ................. ­­ .......................... 53,860 SF 1, 24 AC ..... ........................................... . 89,224 SF 2.05 AC .................................... ...... ......... ... .................... ....................................... 83,253 SF 1. 91 AC 5,971 SF 7% .......... ........... ..................... ..... ................................ ........ ........ ROADS/PARKING ....................... ............... ............... ......................................... .................. . 26,514 SF 0.61 AC ............. .............. ......................... 32,672 SF 0, 75 AC ...... I .......................................... .............................................. 59,186 SF 1.36 AC ............................................. ...................... .. ..................... .................................... 58,112 SF 1,33 AC 1,074 SF 2% ..... .................. .................. ................................................ ........ ...... GREEN SPACE .............. ................... ............................................... 37,416 SF 0.86 AC . ................................... ......................... ......... 21,985 SF 0. 50 AC ......... .............................. ...................... 59,401 SF 1.36 AC ........................................ 111.1 .... ............................................ 66,900 SF ..................................... 1. 54 AC -7,499 SF -11% .............. ........ CI VI C SPACE ......................... ................... ............................................................... 16,542 SF 0-38 AC .. ..................... ................................................. 12,522 SF 0. 29 AC ........ ............................... .......................................... 29,064 SF 0. 67 AC .......... ................................ ...................... ..................... ... 27,129 SF .............................. .......... 0.62 AC 1,935 SF 7 Ve ............ ......... ................................................. ............................................. .. ........ ....... REC R EAT I 0 N AR EA (ACTI VE) .................................................................. ............................................... 2,173 SF 0.05 AC ....... ............... ......................... ........................ 1,485 SF 0.03 AC ..................... ....................... I ....... 3,658 SF 0.08 AC . ... ......... .................. ................. .............. 2,173 SF ............. ............ .......................... 0. 05 AC 1,485 SF 681yo ............ ....... ............................. .................................... ............... RECREATION AREA (PASSIVE) 4,364 SF 0. 10 AC 6,501 SF 0. 15 AC 10,865 SF 0.25 AC 9,321 SF 0. 21 AC 1,544 SF 17% L133,793, SF 3107 AC 123,379 SF 2.83 AC 251,172 Sr 5.90 A.0 24GA08 SF 5.67 AC .......................... .................................................. .................................................. LAND USE TABULATION NOTES: ............................................................................................................................................................................................................................................ ....................... ..................... ................... ............ ...................................................................................... ...................... 1. ACTIVE RECREATION AREA IN PHASE 2 TO INCLUDE FITNESS CENTER IN LOBBY AND PEDESTRIAN/BIKE RAMP CONNECTION .......................... ........................... ........... .................................... ............................................. 1-1.1 ..................................... ...................... .................... ................................. ........................ .......... ..................... ......................... ................... 2. PASSIVE RECREATION AREA IN PHASE 2 INCLUDES EXPANSION OF PARK AREA. ... ....... ... 3. MINIMUM RECREATION AREA REQUIREMENTS PER Z.O. 4.16AHAVE BEEN MET PER TABULATIONS BELOW. 4. THE APPLICANT IS PROPOSING TO MEET THE MINIMUM RECREATION FACILITIES REQUIREMENT BY PROVIDING THE TOT LOT IN PHASE 1, A FITNESS CENTER IN THE LOBBY OF THE APARTMENT COMPLEX, AND THE OFFSITE BIKE/PED CONNECTION WITH TMP 61W-03-21A: ....................... .......... 5. OPEN SPACE IS SUBSTITUTED WITH GREEN SPACE AND CIVIC SPACES PER THE CODE OF DEVELOPMENT 6. CIVIC SPACE AND GREEN SPACE ARE SEPARATE ENTITIES AND MAY OVERLAP ........... ........... ....................... ............................................ ........................ ........................................................................ ................................................ .. ... .. ... ... . . . ..... .. .. ................. ............. I.- I 7. CIVIC SPACES AND ROADS/PARKING BOTH INCLUDE CROSS -WALKS .......... ........................ 11 ...................................................... ................................. ...................................................................................... I .................................................. ................................ ...................... ........................................................................................................ ............ ................................................. ................................... ..................... . . 8. BECAUSE OF THE OVERLAP IN AREAS, THE SUM OF THE INDIVIDUAL AREAS IS NOT EQUAL TO THE TOTAL SITE AREA ........ ..................................... .................. ................. .................................................................................................................................. ............. ......................... .............. .......... .......... .......... ............. ............... .................. ................... RECREATION AREA REQUIREMENTS ................... ........... .............. ................................................. ........... NOTE:: 1.8-4.16.2 RECREATION REQUIREMENTS ARE WAIVEDAND REPLACED BY STONEFIELD'S CODE OF: DEVEL OPMENT AND APPLICATION PLAN ....... BASED ON 5% GROSS SITE AREA ....................................... ............................................................................... ........................................... 110,375 SF 118,642 SF .............................................. 229,017 SF . ..... 11,451.517 REUIREMENT1 ................................. ................................................. ............. .................... ....................................... .......................................................................... ...................... .................... .................. . ........... .......... RECREATION AREA PROVIDED: . ............... PHASE 1 . ............ PHASE 2 ................................ TOTAL .. .......... ................... RECREATION AREA (ACTIVE) ........... ............. 2,173 SF 1,485 SF 3,658 SF ................ RECREATION AREA (PASSIVE) ............ 4,364 5F 6,501 SF 10,865 SF ............... TOTAL 7 1986 SF 14,523,SF, ��-11,451 SF REQUIREMENT IS ---------- IMPERVIOUS AREA CALCULATIONS ....................... ............................. .............................. ............... ....................................... ................. ............. .............. .............................. ......................... ........... ........... .................................................. .................. ............... ..................... .......... ...................... .............. LAND COVER TYPE ..................................... ..... ........ PHASE I ............ ................. ..................................... PHASE 2 ................................................................... ............................... AMENDMENT TOTAL .......... ............................. ................................................. SDP 2014-070 TOTAL ................................................................................................... DELTA ................................................................................................... ......... .............................................................. (SF) (AC) (SF) (AC) (SF) (AC) (SF) (AC) (SF) % CHANGE IMPERVIOUSAREA ...................... BUILDINGS 35,364 SF 0.81 AC 53,860 SF 1�24 AC 89,224 SF ............ ROADS/PARKING . ......... 26,514 SF 0,61 AC 32,672 SF 0. 75 AC 59,186 SF SIDEWALKS/DRIVEWAYS 22,101 SF 0.51 AC 9,405 SF 0.22 AC 31,506 SF TOTAL IMPERVIOUS AREA 83,979 SF 1.91, AC 95,9375F 120 AC 179,916 SF 4� 13, AC 177,400 SF 4.07 AC :21516 SF 19/0 ........ GREEN SPACE .................................................................................... 37,416 SF ............ ............. 0.86 AC 21,985 SF ............ ............. 0.50 AC ................................ ....... 59,4GI SF ... .............................. .......... .......................... 1.36 AC 61,917 SF ........... 1.42 AC ................... .......... .... -2,516 SF A% ....... ..................................... ............ TOTAL AREA:CHECK� 1210395 SF 239 AC 117�F922 SF 2.71 AC �:239,317 SF 5,49 AC U94,31745F 5.49AC TOIKI E. U .FIEL' BUILD -OUT SUMMARY .............. .......... ...................... ........ .. ............... .............................................. ............ ........... ............................... ................... .......................... ............ ............................ .............. ....... ....... ............... .............. .......... ................. BLOCK APPROVED THIS SUBMISSION TOTAL CODMAXIMUM REMAINING ....... ......... ........... .......... RETAIL NON -RETAIL RESIDENTIAL RETAIL NON-RETA4L RESIDENTIAL ................. RETAIL .......... ........................... NON -RETAIL RESIDENTIAL RETAIL .............................. NON -RETAIL RESIDENTIAL ............................ RETAIL . NON -RETAIL ...................... RESIDEN (GSF) (GSF) (UNITS) (GSF) (GSF) (UNITS) (GSF) (GSF) (UNITS) (GSF) (GSF) (UNITS) (GSF) (GSF) (UNIT A50,224 14,000 0 0 0 0 50,224 14,000 0 .. ..... ........... ... ........................ ...................... ... .................. B 33,836 6,500 0 0 0 0 33,836 6,500 0 C .......... 57,701 .............................. 111,595 .......... 0 0 ..................... 0 0 ................................................................................... .. ........................... 57,701 .................... 111,595 ................................................................. 0 ............... .......................... ........... .................... .................................. .................................... D 0 90,000 ..................................... 49(l) ............... 0 ........................ 20,000 160 .................................... .................................. 0 110,000 209 . ....... ... ............... ........... ............... BLOCK GROUPI 141,761 222,095 49 0 20,000 160 141,761 242,09S 209 585,000 455,000 475 443,239 212,905 266 E .......... 0 ....................... 0 .................................... 250 .......................................... 0 ..................... 0 0 ................. ....................... .......................................... ............................................................................................... 0 250 ....................... ..... 85,000 ........... .............................................. 200,000 ......................................... 450 ..................... ............. 85,000 ............. 200,000 ........................................... 200 ......................... BLOCK GROUP2 0 0 250 0 0 0 0 0 250 85,000 200,000 450 85,000 200,000 200 F ......... ..................... 149,964 ................................ 0 0 ................. ...... .............. 0 0 0 .......... 149,964 0 ........... 0 ........... .................... .............................. ........................... G 14,700 20,000 0 0 0 0 14,700 20,000 0 BLOCK GROUP3 164,664 20,000 0 0 0 0 164,664 20,000 0 210,000 115,000 0 45,336 95,000 0 .......... ............. 306,425 ....................................... 242,095 ................ ................. I 299 .......... 0 ................. ............................................................ ... 20,000 160 .......... ............ 306,425 ............. ..................... 262tO95 ............. ............... 459 630,000 ................. .......... ............................... 560,000 800 323,575 ................................................................ 297,905 341 NOTES: ........... ................................................................................................................ I.."", .................... ................................................................................................................................................ ............................. ........................... ................. ................. . ........ ............................................. .............................................................. .................................. ............... ............................................................. . (1) - 104 UNITS WERE APPROVED WITH BLOCK D2. WITH THISAMENDMENT, 49 OUT OF THE 104 UNITS REMAIN IN BLOCK D2 - PHASE I ...................................... ...................... .......... ...... ....... .(2) - THIS CHART DOES NOT INCLUDE PENDING APPROVALS OFA SECOND HOTEL IN BLOCK C OR A BANK IN BLOCKG ................................................. ............. ............. .......... - .......... ................................ ......................... ........................ ORDINANCE TABULATIONS IPROPERTYINFORMATION PHASE2. .............. I ........... ............................ .................. - .......... ................. ...................................... I .................. 1. .............. ..................................... - .......... I..","., ............ I ................................................ ............ - ......... ...... TAX MAP AND PARCEL: ....................... ................................................. ............................. jMP61W-03-D2-22 ........................... ......................................................... .......................................................................................................... ....................................................... OWNER: OPZ BERN STEI N/CHRI STOP HER 2, LLC ....... .... .10461 WHITE GRANITE DRIVE, SUITE 250, OAKTON, VA 22124 SOURCE OF TITLE: .............................. .................................. ................... DB 5281 PG 322 ........................ 11 ................. ................................................................... .......... ...... ...................... ....................... ....... ........ ..................................... I ...................... 1.111- ...................................... ..... DEVELOPER: ................................... .............. .......................... . ..................... ........................ ..................................................................... ........................... .............. ............... ........ THE CHRISTOPHER COMPANIES ..................... - ............ .................................................................................... ......................... ...................... .............. ................. .. ........... ......... ...... ....... 10461 WHITE GRANITE DRIVE, SUITE 250, OAKTON, VA 22124 ......... BOUNDARY SURVEY: ........................... ............................................. .......... WW` ASSOCIATES, DATED 8-28-14 .......................................................... ................... ..................................................... .............................................. .................................................................................... ........ TOPOGRAPHIC SURVEY: ................................. ..................................................................... Fl ELD SURVEY BY WW ASSOCIATES, DATED 10-16-14, SUPPLEMENTED BY AS -BUILT . ........................ .......................... I ................... ......................................................... 11 ...................................... ............ ........................ .................... .................... .SURVEY MY MERIDIAN PLANNING GROUP OCTOBER, 2018, TOPOGRAPHY HAS BEEN A ELD VERIFIED BY SUB MITTI N G ENGI NEER J UN E 28, 2019 ........ DATUM- ............................ ................................ ............ ............................. HORIZONTAL DATUM: NAD 1983, VERTICAL DATUM: NVAD 1988 ............................ ................... -.1 ..................................................... ................... ..................... ................ MAGISTERIAL DISTRICT: ....................................................... ............... .................................................................................... JACKJOUETT ................ .............. ............................ ............. .................................................... ..................... ........ .. COUNTY/STATE: ................ ................ ALBEMARLE COUNTY, VIRGINIA ................ ....................................... .......... .............. ............. .......... ZONING: NMD (NEIGHBORHOOD MODEL DISTRICT) :SEE PROFFERS SHEET 23 .. ......... ........ OVERLAY DISTRICT- ................................................................................................. ..................................................................................................... AIAANDEC ........................................................................................................... .................. .................. .................. .............. FLOODPLAIN NOTE: .......... ........... ...................... THE PROPERTY IS LOCATED IN ZONE "X`, AN AREA DETERMINED TO BE ....................................... ................................................... .......................... 1.1111.1 .......... .................... I ............................................... ....................... ............. ....... OUTSI DE THE 0.2% ANNUAL CHANCE FLOOD PLAIN AS SHOWN ON FEMA MAP NO. .FEMA MAP NO.51003CO278D, EFFECTIVE DATE FEBRUARY4,2005. ........ ACSA JURISDICTIONAL AREA NOTE: ...................... I ........... . ....... THE SITE 15 CURRENTLY SERVED BY PUBLIC WATER . .. .......... ... ....... WATER SUPPLY PROTECTION AREA. THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION AREA. .... AREA SUMMARY ............................ ................................................... ............................................ .................. ................ ........... ........................ ............................. .................... BLOCK D2 - EXISTING CONDITIONS. ........ PHASE 1 LOTS ............................... ............................. ........................................................ .1.31 AC ...................... ...................................................... ...................................... ............... ...................... ................................... ................................................. ... PHASE2LOTS ........................ ................................... ....................... .......... .1-34AC 1.11.11 ................................................................................................. ....................................................................................................................................... ....................... ........ COMMON SPACE 2�84 AC TOTALAREA:, 5.49AC ........ ............ .................. .................................... ................................................ BLOCK D2 - PROPOSED BLA .. ................................................................... ................. ............................. .................................... .................. ................... ................ ................. ........... .......................... ...................................... ......................................................... .................................... ........... 111-1 ................. ............ .......... ........................... PHASE 1 PLATTED LOTS .......................................... ............................ ................................... .1.31AC ............................... ................................... ..................... .............. .......................... ... ................. ..................... ............. ............................ ........ PHASE 1 COMMON SPACE 1A6 AC PHASE I AREA .2.77 AC ................ .. ......................... .. ....................... I .................................. ................................................................... PHASE 2 COMMON SPACE ...................................................... 11- ......................................................... ......................................... ............. ............................................................................................................................................................... .1.42 AC PHASE 2 BUILDING FOOTPRINT .................. 130AC ................. .................. ............................................ .............. ............ ............. ................ ........ PHASE2 AREA .2.72 AC ITOTALAREA 5.49 AC ....... SITE CONDITIONS ................................... .......................................................................... ............................... ..................... ..................... ............. ................................ . ....... EXISTING USE: PHASE1- RESIDENT] AL (49 TOWN HOUSES APPROVED) P14ASE 2: ............. ........................................... RESIDENTIAL (55 TOWN HOUSES APPROVED) ........................................... 11 ........................ ............ 11111111­­ ................................................................................... ................................ ........................... ........ ........ I ............................................................................................................. PROPOSEDUSE: .................................................................................................................. ...................................................................................... ......................................................................................................................................................... ...... ................................................................................. .................... ............................. ................. ................................................................................................ .................... ........ ....... PHASEL RESIDENTIAL (TOWNHOUSES) . .............. - ............... PHASE2. RESIDENTIAL (APARTMENTS) AND OFFICE ........ ................................ ...................................... ...................................... NUMBEROF RESIDENTIAL UNITS: .............................................. .......... .......... ................... ............ .... ............................................................................................................................................... ....................................... ........................................................ .............. .................. ....... ............................................................................................... .......... ............. ............... ............ .................... ........... ... PHASE1- :49TOWNHOUSES PHASE 2; .160APARTMENTS TOTAL: ......................... ............... .................. ............. ............ .209UNITS . . . . . . ......... . ..................... - ........................................... .......... .............. .............. ........................................................................................................... ............ DENSITY- ..................................... ............................................................................................................................ .209 UNITS/5.49 ACRES = 38 DUJAC I ...................... I ........... .................... .................................................................................... .................................................... .......... .... .......... - ............... .......... ............. NUMBER OF BEDROOMS ............ ........................... .................... . .. .... ......... APPROXIMATE 50/50 MIX OF I -BR AND 2-BR UNITS ........ I -BR APT .75 . ..... .......................... .... ............. 2-BR APT ............................................... ............................................ .......... ........................................................ ..................................... .................... .......................................... ............. .............. ............................. .. 3-BR APT ...................................... - .............................. ........................................ 0 ................................................................................................. ..................... ................................... ................... ....................................... ... ........ TOTAL APARTMENTS .16OUNITS ............ NOTE: REFER TO ARCHITECTURAL PLANS FOR FINAL COUNTS ........... . . . ..... . . . ........... PROPOSED OFFICE AREA .............................. .......................................................... ................ . . ... ... ..... . . ...... ... . . ..... ........... ..... . .. .. . .. .. . . ............. .............................................. ............................. ......................................... ............................................................. ............................................................................................ ........ PHASE 2: ................................................ I ......................... - ........................ ........... . :20,000 GSF (16,000 NSF) ................. ................ ................................. ..................... .......................................................... ........................................ .......... 1.1.1-1111-1 ................. ....... BUILD -TO -LINE ........... ............... ................ . WIDTH OF SI DEWA LK P ER APPEN DIX B P LUS A S IX -FOOT TREE LAWN I F P ROV I DED THE WIDTH OF SIDEWALK IS 5-16 FOR MIXED -USE ......................................................................... .......................................................... REVISIONS # DESCRIPTION DATE I COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 2/27/2020 A LE E N G E E R I N G .......... ................ owner: OPZ BERNSTEIN/CHRISTOPHER 2, LLC No. 33028 0 02/27/202v 01 )00!10�'y I A 1, sheet title: ORD INA P%j10E &-% R us TABULATIury Sheet # scale: NONE date: 3/4/2019 © 2020 - 30 SCALE, LL rl 0 0 00 U V) 0 m LEGEND GREEN SPACE IN COMMON AREA GREEN SPACE ON LOTS AREA (SF) PHASE ONE 16,542 PHASE TWO 12,522 TOTAL 29,064 ACTIVE (SF) PASSIVE (SF) TOTAL PHASE ONE 2,173 4,364 6,537 PHASE TWO 1,485 6,501 7,986 TOTAL 3,658 10,865 14,523 REVISIONS # DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 2/27/2020 SF 6 5 4 3 2 9 2,489 SF 8,114 SF F LOBBY (LEVEL 1) 6,000 GSF INGLEWOOD DRIVE (PRI 11A.7E ROAD) CIVIC SPACE AND RECREATION AREA PLAN 103 SF PARKING LEVEL -M U TI-FA ILY- '- EVE€. S 2-6) 160 APAR"(MENT I., NITS OFFICE (LE`,/EL 1.) 20,000 GSF ..................... ................................................ z...............:::::.........::. .. o o� oR 0 40 80 120 SCALE: 1 "=40' SCALE ENGINEERING 0 r MI -L F_ . � . S `r Lie. No. 33028 02/27/2020 I rA © 2020 - 30 SCALE, LLC CL 5 05 r_ 0 w 5 a z 0 0 00 = U W J Q U Ln cis r: . %F , 'r1. ' COUNTY ''O AJ:.9tI.,MARLE. .0ekP t.rimerst of o."minnit"; 17m.4opmot' Charllottesvill , t'iraitri,r 229rf2-�15 6 Phone 43 6-5"1 , Vag 444' 912-•.4t26 March 29, 201 Michael Myers 30 Scale LLC 7 ,Justin: Dr, Palmyra, VA 22963 RE* Parking Determination - tohe:field Block D Please Two Parkin Reduction Request STRIP-2019-12 TMP 61W-03-D2A, 22-64 and.90l 104 Dear Mr. Myers, This letter r.i an official €I deterrrrir€atiolr in response to.your request <for a ,parking variation to allow a ' e rf t f reduction -i th rrrinirn 'rrt ra tribe o r. r d rl�irt s c or ean€;f`Id l3lo I� F32 11 a �;15 ��n e tr �l,tl e a a �.s �.rt r , P Y I1. &� . € t Ordinance t i made accordance nc f with i CD n o Ire es be rt €n da t Zoning r e Section 4 2. 'PhaseT. ?, T r u. s r r. fo r l (Code t l 1� . f Development ea r( r Place Parking • e O e tt A em e a Oo �n� as porgy tte� by t Code o � pn�e. o Albemarle I . do and Loading, p, 3.9 , paragraph 2), t� The ; i l ' .. Ph' Major Site Plan'n: rra n " L1P 2 r 1 , . toref old Block # ago oAme. d t CJ pies . b0 square 111. r f I r - r f t rot i t ri 0 gross �� e ee ct. off � £� #< .the- G o o Development e o er:i o a �rtrr�en s a. 3 20 0 �.. � t ei e Code f tit l for p <J � 5 -' € number r€ ti e for proposed parking Al�errrarle Place - the ., �e. tart <d rrtarrt. � of � k n . c � rJ I:tre se€l use €� ��2 I_ � f� _ p � ,spaces. :2 LJr€' g 1. apartments 1.75:s ice. t.rt.rt t3 ,required parking 6.C1 a art ert_ .. _/ . _ t_spaces __ _ _P 9 l�_ ,�_; } 20,00O O E Offiee1Ret it (4.5 spaces I10, 0 (�1 1w), 72 required spaces Total. 35 reclt tired p. -inrg space The above referenced s to plait currently dernonstrates 240 total parkiIn spaces, 32�,rzless than r rr � Code ea. Development, The applicant i� e ties a rcttra 'of ftre'ftr that t.< required by � Vie. ., � . T pp. r..� tlrt red€. n II 35%allowable arable b the Code of Development and in c�ordance Ith Zoning. Ordinance ection. 4.'12.3, The followlrtg "alt rnati� es av1.ailable to provide minift'rum r`rtarriber of tear ing sp cosy sr�0rq 1.'' n i ' is submitted a.justification 11 tt tit rryyyr-rt for.the arleln reduction 1, na intentions of tl�a.., a I carat: For r:'lic'..` a3t,� ,t L�..!t tilt.. i N .. t�3 ,I parking. PP la y £a ". I' i rrt ire ti ns of ft rise i n w€ r e lI c' I€ those � ternativ.s were re�e ewe�l as ,s.Go b a o . a u t ve . a d e o � tr e sotf to _ _ y justify the. reduction. Theresponses provided below, to bold italics, address each alternative ind vldually, ar€d as a group. Shared Parking The reduction request suggests that the offsetting 1. 1.peak-hour Park' demands of tyre proposed residential and office use will provide an €p ic€xianate 17% reduction in he. required number of . . parkin0 spaces': March, 29, . 9 tonef.!(M Block D2 Phrase Two Parking Dbr�rmirtabon Page 2 tafiagreos brat the proposed reWenti l and €�J�ice uses, €ift hav off tting Peak hour demands This, deterrrrirratiort s not onlyconsistent with- previ+ou part ing. determinations brit is supported b r the data submitted by tit€- applicant rid is in accordance With Section 4.,12.10 rat' tine Zonin r`€ inanc . catas parkin spaces are shared and peak demand hours a1.re at separate hires for the two uses,, th1. e total nu1.mber of parking space that :would otherwise be -required can be . re lucedl Availability.of Kass Transit, Th re.duction request suggests, that the proximity Arad availability of theCharlottesvill Area Transit (,CAT)will reduce parking demand by up to 100%. 'Staff1. agrees that the availability of mass transX. a Transportation Demand Management (TOM) t ►ol ire Section 4.12. `t2 of t,ho Zonlrr t Ordinarrc , will ffecti el ; 11 reIdure the treed to prrovlde some f the required parkin spaces. However, because the ordinance specifically requires "safe movement trr as a condition of 11 these alternatives, these reductions are contingent era the evelopment of the Ir D2 th tart ' stop n pedestrian link ,as ,ha�wrr on the site lash corrrrdctirt floc to . e t o Commonwealth Dr. Walkaliliy tired tlealllity of the Sits The reduction request suggests that the mixed use nature oI the nearby, site and the a;destrian im rover- ents proposed ors flee site I rr fill:red . e parkir derriand by tip to �it3`� tiff t rees that the walkab lity and bilreWlity ref the site rill have sore impact on the Parking demand.. e£tt� d mar Ounersh of Irttors; z ..t 4' 1 " C'.. .? .s Tl rydudtiexrI r tlafest at r �t� that #h In t hate t€f Tsan p artatlbri I nglnt cr .(lTlw) part irtg rates more accurately reflI.ect thII, Ie actual demand for parkin for° the resid ntial use their what;is required 11 the I cdt� l EJeveI , merit. 11 Section 4. IZ7' of the Zoning OrdinaInc provides that for t"bred uses a parking �j e Transportation Err iheers may b 1 i estivate i the lnstttut of ns study, including rr j 3 1� � .. � r .� ki r " i ti n.Additionally,st fras access to considered r' it) rtaakirr a r ra ecorrrrt erfr#a o ter ra r iorz elan l written b afro Intitrte f t11 lr editirarr f tare arlsr`rt e at Ir y 4 odrod s based on, 75 1"Tar&soOaticar#:,�rrr€ir�eer-s, This rzzarreel rade.ts abet b (based mid4lae multifamily ho using; ¢ and 16.2parking spaces for low rise 'multifmil housin (see atta1. ched reports). Based on this data ,and in uc ordanceII with. Section , ` staff agrees brat the reduced car ownership f renters will: greatl, reel sce t ra rle arrd f park ax nn site frorrr the 28ace a€ wire . irr 0 ICole of Development:, Based on the combination of trap portat:ion alternatives arid, transportation demand € a,rra0e errt tools de criberl above, it is Y offici1.al determination to approve his 1. 11 requested parrkin reduction of 35'� . The evidence suggests, that given a 35% reduction the site will still Provide a sufficient ra1.um er oil parking sp���s to meet its" needs. This reduction in parkin requirements is made. in .accordance with Section �4, I2,7-4•<`I2.12 of March 29, 2019 tonofiefrl 8iMR, 0 F h Two Parking Determination Page 3 Ib arle lac well as the therarrirt 'Ilan Code tit Development of A . ___ Ordinance, relevant data alternatives and TDM tools described above. if yet are agt rievetl by this determination, you. leave a right to appeal it �Mthin thirty (30) days of lit . r n With it 0hIi Coda •'- f 5,2T2- `I i . If you do not file � timely appeal, this tli notice, arrc _rtla 3. y y PP . J !. shall be final ab � determination. s a_ a n�1 �n _ ,<al IMP An appeal. maybe taken only by filing an appeal application with theZoom Administrator and the hoard of rarrit g AI p girls, in cct,rd nr e with 4.3 of the >�oning Ordinance, along with 11 fee of $258 plus the actual cost f advet sing the appeal for public. hearing. ` Apfliat(rri IorAf3peal cft the 2unirtg AdrniniIratc�r' Determinationtt aro ,aka a`€lable - t the. x rl ttesvtlleftr €rite 0 McIntire Ilt €a t Development lot;atecl t 4 1 Mol. t re F' l�� att•trrttant+�f Community I� Y q a 22902 r tril#rttrws.itrerle.�ar lode . This form applies te€1 ea z� d a o 9J a PP, PIS F'P, the zoning. �tdmini tratur Fir any tither adMinistrativa'oflioor pertaining to the Zoning Ordinana Zoning s are located •€€ :Regulations, ertails`n tr�:ll�o film, cat Sri appeal tc the Boa.rlfa to Appeals pertaining PfP J l eOrdinance>_Th.e rn be rovie ed online at: 0 a 4, >itf the . tear 1.8, �leotrc�n � ,� fa_ Zoning. Y f,J t "t F��pat. �II3 �,rt�lrl�..-t._r<e,.�,�€t.r. o...,i.,z a: Please mote that our orillne docurnents. are in Adobe Acrobat PDIF forrual and must be viewed. } e Tr I With the Adialae Acrrbat I:eader €r an eq€ivalnt. A lint€ t€ elcrvwnlol the, free plug-in n t ayilab. ;,, r atthe bottrsrtt ofz .h:,.:1 . €€tit .;: xis€ay.J Pl I confaot rnd:lf ou nave uestions gar r tluire additional information y sincerely, r S.; V:. .. ..f: N ., . . $ { . ..... f..: yytE:.. :.: i° . Kevin McCollum Planner Designee tag the Zofflng.Adnlinistratdr SPECIAL EXCEPTION RESOLUTION l f 1.lE t l'f'l t fl ' T':t � IYltt d IF, SJ J' ' I t ::t a £. lfs#'`I't tl "I"O `V t�'�`'I` I I)'°,8rt° LOI�NIEN I' F'O ��I A2Ift}t-7 bs'r .)Nil . ' iELIt (rx o l<I�LN' Allif 1 � VVA lei' it VJ b.pas:b V SJY•}•1Xy. V Si b YY bdE)„Y I-4Y V AZ VY Wky 1. YT} V-k ,.:. Zf .1 li L.,VW, 11.& I-* 11111yLllp t-j}Xt,1a.-.1019 1,V1 - VV.,. 1 '..r',,9,': ail �11'as rt:tl€ayst 1st sp ial t d;�;lttiois ter Vai,3, tl €; Ci-i€la: of lJtvd2li.3p €s�.rat F�rl�.f rtaVtd<, I d' a 1pulction With: ZMA`20ti1-7 Stet1.reSeId (furtt ed11 Alboxnar.ti, V.Jha.�l m mop i€'y th rs:f irt� trr ttaraaal�� r gal tia9i z; ii7 Block D2 iiwii 1iu� (5) stories to six ( ) ,�tdri�s, NC B `I t:1. I. l t..t± tat, T I 1 b5 1< J 3 t1ta I itl'ac_att aa�tslct.tttosa �.f llie flat ,r,ttxt ,tit M.t to N a€ri, wT l�r'opa� ;�zl in d�s aalttradot g it with t1t �PLEaGtI t x �pric�t c quest € ad the �ttad:lrmenfs tla reto, r 1. t i trtrtt �traxal si: iwd all o3 fltc.:I'�d.ors rcleva. rt t g th 1.s at;c:irtl axrt att.�ria ia1 Alt emarle ttirrr_ I trl,l € _ l l County Cudt §kg I,J- ,'5013.; 11t 3:1.5 and It 33A9J . fie Albemarle Cicitttrty. (it;it't1 fsI'Strfrei,�Figbis'haveby appwvi, :� tlat powat_ ��.t ptiekrr to va� alit €:'orie or Develoj�ult tt approvef. itt co€t�ttoodttti w1flt ZMA`�t1I:11 m7 Stc nefi kl t.li�.rtztcrty A Il�elpat€tt pfat"v) a.3 cie ur•Ibud 4o: ,,,U, 5taljpot to the � ,� iditiorts attar hod 1�11_: * 1, C lxtttd3� its. . Bad rt;,ala #irIJrtti` iltaat tlio itbr artarrrtrat t true., .al.�t_ Y 3 S" 7 I < r. i, t#tt Herd a1.€ rvtstt� cal Al act�t�rlo -;data:ilV> art tttta t as Vote, .t ,: 1_ I�t:s€alutadaat clrrl - ttttopted r tzf t`da, a,� t`£.•t~oAIed het aw aat ti'tr eva-n hold Oat ,IU110 0, 2019. _. ......... [,",(" llu�x44;4_,K 8 pp 5: �`'l a : t 0 : C s i �I Fri .. € taztf. `;'tr tt...�t r t �!,a� ld t I..F .l3d ..r I i11 y� (`l.rl: MY, Dill Mr, cwllawiy `?` vis, Mr�Ila;k. � ZM. A 001l 7 Sttr eii�,id (lijrroerly : Ilse t*r Illto. ) _., Sli i?ia. xc i i6 etifitlitieita 1, 'T'It 9I 0OC4,tl.eI ati€srl fspllcs tat 13lttd k lr? Pioi l ata� tits:.atlrPlit Iicn Platt tl ast approve. , tr con.J(.mefloww'itit ZMA 41-300()09 ntitled `Amclided Alt lictai.€Qik NMI -:Dual lit lldlk H�'xfnbk A,"pro tt rt�el i,� _ Wt r sr3 sit: s, slit€ eI Cap tc l V ? I, tJ#3F 20 .;lash rooftop nweb�raical equilxtrient Inu'' Ins dly ; rr;�a ed �om tlae �v Q of Tut vit r�opo� rklt;s Fxaa€1 azt;afd ant Iiillas ,xfsrcts: 11 3, h, v �0,,i11 k iw si fret. i.i.i .; bo.f.C�r i r �vt rf t,ceir:>, - liic:lt rtrea:at h�� ;�iat I l:ia heit f �vheif platy �l tat he. tftatis€action of dw t'lait3:ttiirg, r)ii>eet:,)rz i�tittt€ lie pi-o tidmi .�cll�at of to tlw Parcels alorr):r. t,;omril'on �,` atlth i ive 4. #"h cI� .1c3i3rarttxf r€ to t'ts€; in l ai r°€iI t caartt With tla1. 1 f�Ii01itrrt Plan for this SPC�ufW ENceptitta`t. �. 11 a�€ A entitittl 'Wey Plran", l ra p-amd by 30 Scald i fit', daawd Ma€y, 1, 01 AS DETERMINED BY TERMS ESTABLISHED BY THE LEASING AGENT, AVAILABLE FRONT AND REAR PAIR OF DOUBLE -STACKED (TANDEM) SPACES MAY BE OFFERED TO TENANTS. AS PART OF THE LEASE AGREEMENT, THE TENANT WILL NEED TO UNDERSTAND AND ABIDE BY PARKING RETRIEVAL GUIDELINES AS FOLLOWS, GENERALLY: THE TENANTS WHO LEASE A PAIR OF FRONT AND REAR RESERVED SPACES SHALL FOLLOW VEHICLE RETRIEVAL SCENARIOS 1-3 TO THE MAXIMUM EXTENT POSSIBLE. VEHICLE RETRIEVAL SCENARIO 4 SHALL BE THE EXCEPTION AND OCCURS WHEN ONE PERSON PERFORMS RETRIEVAL OF THE REAR VEHICLE AND PULL OUT/PULL BACK IN OF THE FRONT VEHICLE. FOUR (4) VEHICLE RETRIEVAL SCENARIOS: 1. TWO TENANTS OF THE SAME APARTMENT LEAVE THE GARAGE IN THEIR VEHICLES AT THE SAME TIME, OR THE FRONT VEHICLE ONLY LEAVES THE GARAGE. NO BLOCKAGE OR DELAY OCCURS. 2. TWO TENANTS OF THE SAME APARTMENT "SWITCH" THE POSITION OF THEIR VEHICLES, TYPICALLY AT THE END OF THE DAY IN ANTICIPATION OF THE POSITION THE VEHICLES SHOULD BE IN FOR THE NEXT DEPARTURE. MINIMAL BLOCKAGE OCCURS ON THE ORDER OF 10 TO 15 SECONDS. 3. THE DRIVER OF THE FORWARD VEHICLE PULLS OUT WHILE THE DRIVER OF THE REAR VEHICLE LEAVES THE GARAGE AND THE DRIVER OF THE FORWARD VEHICLE THEN PULLS BACK INTO THE REAR SPACE. MINIMAL BLOCKAGE OCCURS ON THE ORDER OF 10 TO 15 SECONDS. 4. THE DRIVER OF THE REAR VEHICLE MUST PULL THE FORWARD VEHICLE OUT AND TEMPORARILY BLOCK THE TRAVELWAY WHILE HE THEN PULLS OUT THE REAR VEHICLE AND PARKS IT TEMPORARILY AS WELL. THE SAME DRIVER THEN RE -PARKS THE FRONT VEHICLE INTO THE REAR SPOT AND RETURN TO HIS VEHICLE, THEN LEAVE THE GARAGE. THIS SCENARIO IS DISCOURAGED AND IS THE LEAST COMMON SCENARIO, AND THE DURATION OF BLOCKAGE WILL BE ON THE ORDER OF 30-90 SECONDS. ORIGINAL PLAN11 11 ....... _ ._ _ AM PEAK PM PEAK .. _ .,USE: USECODE , QUANTITY , AATOTAL T T L IN OU OTA IN OUTT TOW lHOLISES 23C3 106 UNITS 616 47 . 8 39 55 37 18 THIS AMENDMENT ::.. .... AM PEAK PM BEAK USE USE CCJDE QUANTITY AADT TOTAL . IN OUT TOTAL IN OUT TOWNHOUSES 230 49 UNITS ... :. .. ........... ....... .... ........ .............. ...........I I........ ........... .......I- 285 22 ...-.. .... ....... ........... ....... 4 18 2S ........ ....... .. .......... ..... ... 1 7 .... 8 ... ....... APARTMENTS 2Z(} 160 UN IfiS ......._ ........ ....._... .........._ . ......... .......... ......... _ 1064 S2 ....... .._..... .......... 16 65 99 ..... ., . _ . ... 64 35 .... .. __ OFFICE 710 20 000 GSE ........:; :--.. ......_. .......... ........_....... ........... :::.._..... .......... .:..: j......... _..:_..... _ ..-1 II 221 31 _....... ... :...:.__ ''. .........: .......__ 27 4 30 ._........ - ..-. _._........._.. ......._. ... 5 ..----.-....... 25 ...... ......... .. 1569 134 47 87 154 87 68 11[TOTALS INCREASE 953 88 40 48 99 50 50 .. ._...... ......... ......... :. _. ....... ........... _ .... .... ........ _ DRIP GENERATION TAKEN FROM ITETRIP GENERATION ..:. .......... ........ ..... .... ..... .... ......... ............ ......... ............ ..:..... ..... - ..... MANUAL, 9TH EDITIO , .......... . ........... ........ ........... ......... ._ ... ......... . .......; ......... ..... ...... IN ACCORDANCE WITH THE FOLLOWING RASE RATES; ................ ......... ......... .......... .. ...... ......... .....,...... ............. ..:.... 1 USE GROUP 230 (TOWN HOUSES) TR►P PiAfiES PER UN lfi DAILY 5.81, AM O,�I4 (17°fo% IN, 83%OUT), PM 0-52 (67% IN, 33/ OUT) 2 USE GROUT' 220 (APARTMENTS) TRI P RATES PER UNIT: > DAI,LY 6.65, AM 0 51(20°,/o IN, 80'/ OUT), PM Ci 62 (65% IN, ...... ........... ........ ....... 35% OUT) ......... .. 3, USE GROUP 710 (OFFICE) TRIP RATES PER KSF: DAILY: 11.03, AM''1.56 (88% III, 12/o OUT), PM 1.49_(17%_IN, 8310 OUT) REVISIONS # DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 2/27/2020 REQUIRED PARKING SPACES .._ .. ............................................................... ........ ..............................................................._- APARTMENTS ... . 16O UNITS ......... .... ...... _...... _....... ..... .. .. .. ......... .......... ............... ... ... ....... .._..... ............. PARKING RATE PER COD 1.75 SPACES/UNIT ....... ......... ......... ............. ......... ......... ..:.:.. ... ............ ............................................... ......................................................................................... APARTMENT PARKING SPACES REQUIRED .... ..:. ... •... ..... _ :, ...:.:.... .:::.. ........ 28DSPA+�ES _...... ....... ....... �O­­FF-I1-C111 GSF ........ ......... ....... ... ........ . 20,000 GI LA ....... ......... .. . _ ......... ... ...... OFFICE GLA (0.8 X GS,F) ... 16,000GLA ... .. _ _ ....... OFFICE PARKING RATE PER COD _ ..... ..... ........ _ 4.5 SPACES/1,OOOSF ...... OFFICE/RET'AILSPAACES REQUIRED ___. _. .. 72SPACES TOTAL SPACES REQU IRED PER COD 352 SPACES ........::,.. 35% REDUCTION ALLOWED PER 3-29-19 APPROVAL LETTER ...... . -123 SPACES 'f (3 AL REQUIRED P�Rl�IN 229 SPACES PROVIDED PARKING SPACES ..:.. .......... .. ..:::::. ..,...: :....................................... ...... GARAGE PARKING INC SPACES -SEE N_-.1111OTE BELOW (INCLUDES BTANDEM SPA ) ......... ...._...... ........_ ......... _ ....... ... ... 84 SP1.ACES ... DECK PARKING ..... ........ _ ......... ......._. ........ _ ........ .._. 54 SPACES ... ... ......... ................ 11, ....._ F­-11S11 -STREET BARKIN1111 G .. ........_... ......... .......... ......... _ ...... 81 SPACES INGLEW DPAR PARKING 00 18 SPACES r~r rna intrR tsvr°sttrncr rr— 71ir,DArr1Z ...... I . VAN SURFACE'LOT 92SPACES ADASI`�ACES N L 1 ( ) , O ......... ...... ......... ..... ......... ........ . ADA DACE IN L.VAN STRUCTURED PARKING 139SPACES 5 SPACES, C I ( } I _ �. ar 11 rr: *REFER TO SEPARATE PARKING REDUCTION RE UESTTHAT PROVIDES JUSTIFICATION FOR ......... ................................................. .............................................................� ... .... ........... ................. PARKING RATES PARKING PROVIDED ... ..... ...... GARAGE PARKING: ........ ..... .. ..,, ,,.,..I ,.,................... 11 . .. .... -. ,,.......... (21) - 1-CAR GARAGE UNITS (LOTS 1�-21) _..... _ 21 SPACES .. (28) _ 2 CAR GARAGE UI�IITS (LOTS 62-8) - ...... .. .. .. . .. 56 SPACES ... ... ...... .....- ...... OFF-STREET PARKING ........ ..... ......... ............................................. ... 9 SPACES ....... .......... ..... ......... ...... . 11 INGLEWOOD'PARKING 6SPACES TOTAL PARKING PROVIDED 92 SPACES I BLOCK D2 TOTAL PARKING REQUIRED J.P.HAS,.E. 1 PHASE 2 .111 86 SPACES 229 SPACES 11 315 SPACES ", �� I ,V ��, 1/1 I I _1 Ill, �.­­ SCALE 11, "I'll" ENGINEERING owner: 1. OPZ BERNSTEIN/CHRISTOPHER 2, LLC engineer: 30 SCALE LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 P 434,242.2866 e: mike@30scale.com web: www.30scale.co m ry� "t� 0 � `� I,ic..No. 33029 0 10-- II02/27/2020 ,, M1ti�X CSyI t,�a / ' . ,1 S. ANY ��NGCONS�UCOONREMSTH��E�8ER�USED .425-426 D.B. 703.p882 ' / / ARE TOBESTORED BYTHE CONTRACTOR FOR FUTURE � PAID ---- �--_ '�~~ / ��' PG "'�/ / RE -INSTALLATION /___ _ / / �U7I�pG�� �'' -`�' �U�U �� �U U�N U���x�������U ����� ���UU �����U��� ^"'`u/��0ANDRl� ! QUALITY U-UK�K~�� ������K~K K V �°��U~W U ����K� U����� U �~ � ~�&��UK~ U ���� N UU`N�� � RESIDENTIAL:/ - OHU '' ~^-- ----- -'-- THECONTRACTOR SHALL EW1PLOYANINDEPENDENT TESTING RRK4TOPROVIDE /\LLSOIL TE3TNG / ~ � ~~^ �^ -~-~ _�~ ~ �� ,~~~ / ~---- ---/ - _ --- -�` ^` REQUIRED FOR PROJECT. REFER REQUIREMENTS UNDER 3.14 ON SHEET25 (]F - ���- - ..... ----~ ---- / ~= / oc /� --- ' —-� SITE PLAN AK4ENDK4ENTAND SHEET 15 DFVSK4PA��ENDK�ENT � ~' ~ '�� �-- DB413G PG 215 PLAT Z0NEDNMD EXpUBUC --11----- PARCEL IpARCELI |'� |/ �| || UB4lD5 P60Ol ' ' DB4l35PG2l5(PLAT' DRAINAGE EASEMENT TMP51W� 19A OCT STONEHELDPROPERTYOWNER LLC OCT STONEF|ELDPROPERTY OWNER LLC | �� �� `- ' �� ------------------'---[| '-----'----------/ | �� i | DB4l35PG24Q � EX2�SEWEREASEMENT DB4135pG2l5PLAT DB4857 PG 503 ' ��| O843A1 PG 331 ZONED N�D ZONED NMD O 20 40 50 , ' EXISTING CONDITIONS AND DEMO PLAN THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING CONSTRUCTION, INCLUDING MAINTAINING UNOBSTRUCTED ACCESS FOR THE RESIDENTS OF THE PHASE I TOWNHOUSES AT STONEFIELD AT ALL TIMES DURING CONSTRUCTION. REVISIONS # DESCRIPTION DATE 4 SIGNATURE SUBMISSION 2/27/2020 © 2020 - 30 SCALE, LLC 2 ` TMP 61W-3-21A £ I I I I I £ r LI I I f a NDA SLAKE GAYL_E LLC D.B. 2813, PG 445 t` : ; I „W STF�LD,,, SEC D.B. 880, PG 595 PST I f 5 I I D.B` 697, G 4 SECTION 3 ..; BONED CI' 4... .. ` I D.B. 703 25-426 PI -AT 0 20 40 60 USE COMMA` I _ D:B. PG 732 PLA;1 I f, SCALE: 1 "=20' ERCI`AL ! ;}. 704, PG 517 I 1 I € DaB.71 PLAT ` r f t I I ZONED 2, PG 689 PLAT j - D RIO I Rio f NE AND I NSF• _. RESIDENTIAL , • I f ' I ' , i 1ST -x I4-7 ____._ .... _ ..... mom...... �..:;;� APPROX. 440' TO HYDRAULIC ROAD InITFR6FfTinN EX GASLINE EASEMENT DB 4186 PG 321 REVISIONS # DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 2/27/2020 I INTERPARCELPEDESTRIAN I Ct CONNECTION WITH BIKE I I s I RAMP -PROVIDE HANDRAILto I BOTH SIDES -SEE DETAIL `� ® € I I 20' DRAINAGE & I I cjljEET 20 T UTILITY EASEMENT LIGHT POSE S ® I ES EX VEPCO ESMT DB 704 P 515, 517 (PLAT) 17,2 FAR E SHEETS Jo - I I f I I 23' �X DB 418 PG 578 DETAILS) I f,1, .:..: I f f I I f' I I EASEMEN TFORGRSS DB 986 PG 70 0FUTURE I o EX. 10' PRIVATE _ I _ ..,... STREET ,..._.... o LAND - , r, _ SCALE ESMT I J (DB I STON 49 ' o EXTENSION XTEN ION ePG 322) DB 4135 P 135 G 2 5 S - ® J DB 4135 G2 _ _ _ - - - - - - - - - - - - - - - - ® I f o~ 1 PLA I IN m o n t _ I , I - 2' PARKING 17 OVER ANG RETAIN NG - -' _. • _ ALL" 11 9.0' 21ARKIN _ f f S � ERHAN-__..•_•. :: N42° 40'09"E 40419 7 AX HT 5 W/ I PROPOSED 8" DIP `r%Q - _ - o EX• 10 PRIVATE Fb FE G 1+61.53- o� REL CATER 16 EX. 2 --:: ----__ LANDSCAPE ES F.ZZD- B ------------- p0-------------------i WATERMAIN A - +11,25 BEND ADB 528 ONR DATRSMVRHAI GMT200 R 1 0 200'R- 1 PG 322 (B 281 P i- G 322) 9.0 rn +3470 PROVIDE INSULATION FOR WATERMAIN "A" CG-1220pR _ �� p AT STM X-ING S FIL �� RAMP U -`'1�= ARV 6 TEE 6k, GV� E �-- - 1y ' 1 VAR WIDTH r�R PARK s RED, 6 I i � .�„ ING L VEL STOP SIG � 4+00 RETAI ING ,� 14 N N A�„ ' CONCRETE WALK - �� �y -- ----a - M X LL A, �rn : �t,, 2'R 8.0 8.0' k 5,0' -- %� �'--- SA HT 9.0' - 4+69 3 _ 94.0' �y�CG.z2g Nb/� 8.0 8.0' DER I�/� Y o I 6 DIP WATER ET17RpILING X6 T E� 2-6„ ;� 1 :> tI Mv1gTO ; MAIN A EX 10'-WID FHA, 6"X4 V 1 = 18 (i.; ' . , (3) A ) o --`'-- 7 3+c) E SW ED r A AR ING SI NS - — ACCESS M FACILITY I p 1 8.p' 1 V N DA ARKIN AN �'---.__ ----� �- "--_--.� EASEMENT 7 r SEE DETAIL #1 1 AREA SIGN ASPH C _�_ - SHE'ET 91 NC. W EEL S T PAVEMENT EX , �`ti I € : k 0 ----_® 18.0 P 17 -'---�. �- S ,�,.r ® E DET, FACIL 30 SWM RETAINING WALL A €.w... _I I .' ........(.......... ...................... ... €.« 7.0 20.0 _ ® SHEET 9) ' 1 - ITY Fn n -n'"� f PARCEL 1... f ... . ............ DB 4135 PG 215 PLAT TMP 61W 3-19A(� OCT STONEFIELD PROPERTY I ; " OWNER LLC �I DB 4857 PG 503 ZONED NMD _ .' I will 1 � ''' EASEMENT MAINTENANCE NOTES HANDRAIL AND RAILING NOTE 1. THE SANITARY SEWER MAINS AND WATERMAINS WITHIN THE ACSA CONTRACTOR TO FURNISH HANDRAILS FOR STEPS AND RETAINING WALLS AS EASEMENTS ARE TO BE MAINTAINED BY THE ALBEMARLE COUNTY SERVICE REQUIRED BY THE BUILDING CODE. HANDRAIL LOCATIONS AS SHOWN ON THIS AUTHORITY. PLAN ARE FOR GUIDANCE ONLY. 2. THE STORM DRAINAGE SYSTEM SHALL BE MAINTAINED BY THE OWNER OF PHASE TWO. FIRE MARSHAL NOTE — KNOX BOX 3. THE STREETS ARE TO BE PRIVATELY OWNED AND MAINTAINED AND THE A KNOX BOX FOR FIRE AND RESCUE ACCESS IS REQUIRED. LOCATION OF KNOX RELOCATED ACCESS EASEMENTS WILL BE SHOWN ON THE FINAL PLAT. BOX IS TO BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE. LUNLU INIVIU DB 4165 PG 001 DB 4135 PG 215 (PLAT) EX 20' SEWER EASEMENT DB 4391 PG 331 MECHANICAL EQUIPMENT NOTE VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED WINDOW REFLECTANCE NOTE WINDOWS SHALL NOT BE HIGHLY TINTED OR HIGHLY REFLECTIVE. VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40%, AND VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30% EX PUBLIC DRAINAGE EASEMENT DB 4135 PG 249 DB 4135 PG 215 PLAT FIELD QUALITY CONTROL NOTE — SOIL TESTING THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING FIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THIS PROJECT. REFER TO TESTING REQUIREMENTS UNDER 3.14 ON SHEET 25 OF SITE PLAN AMENDMENT AND SHEET 15 OF VSMP AMENDMENT. f AKUL I TMP 61W-3-19A OCT STONEFIELD PROPERTY OWNER LLC DB 4857 PG 503 ZONED NMD PARKING LEVEL 2 PARKING LEVEL 1 I OFFICE/LOBBY BUILDING/PARKING ELEVATION SCHEMATIC N.T.S. INGLEWOOD DRIVE f � o { NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING CONSTRUCTION, INCLUDING MAINTAINING UNOBSTRUCTED ACCESS FOR THE RESIDENTS OF THE PHASE 1 TOWNHOUSES AT STONEFIELD AT ALL TIMES DURING CONSTRUCTION. SCALE ENGINEEIX RING CJ-M. L,€c No.33028 02/27/2020 S 19 N A 1, � Ile, 03/,03Azv © 2020 - 30 SCALE, LLC (u 0 V) a z n 0 00 U w u V) 0 m Ek ACSA �I I VARIABLE WIDTH CEMENT ; I DB 4716 PG 743 I P\ f I � Q:) I I � PARCEL 1 I I { I I TMP 61W-3-19A OCT STONEFIELD PROPERTY I I � �' Im OWNER LLC DB 4857 PG 503 I I ZONED NMD EASEMENT MAINTENANCE NOTES 1. THE SANITARY SEWER MAINS AND WATERMAINS WITHIN THE ACSA EASEMENTS ARE TO BE MAINTAINED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 2. THE STORM DRAINAGE SYSTEM SHALL BE MAINTAINED BY THE OWNER OF PHASE TWO. 3. THE STREETS ARE TO BE PRIVATELY OWNED AND MAINTAINED AND THE RELOCATED ACCESS EASEMENTS WILL BE SHOWN ON THE FINAL PLAT. I I I I I i f I I I I I WESTPIELD, I D.B 697, SECTION 3 t I D.B PG 425-426 PI, AT f � 703, PG 732 PLAT I r 704, PG 517 PLAT € I f f D€B. 712, PG I } I I 689 PLAT I I ZONED ERAND R1a I I RESIDENTIAL f ; I f f OCNJ I J J i i I 20' DRAINAGE & I ® f r I UTILITY EASEMENT f _j DB 704 P 515, 517 (PLAT) I o _, I o d- .. f -T ® I PROP. RELOCATED KOBER WAY ACCESS EASEMENT '�"�- 10'PRIVgTE -® "- LANDSCAPE FL Cen ne .._ - EX 2T INGRESS/ EGRESS EASEMENT DB 4135 PG 249 DB 4135 PG 215 PLAT LOT D3 TMP 61W-3-24 MACFARLANE STONEFIELD, LLC ZONED NMD DB 4165 PG 001 DB 4135 PG 215 (PLAT) EX 15' POWER ESMT DB 4160 PG 199 EX 20' SEWER EASEMENT DB 4391 PG 331 S35° 21'13"W 360.41' EX PUBLIC DRAINAGE EASEMENT DB 4135 PG 249 DB 4135 PG 215 PLAT 0 20 40 60 SCALE: 1 "=20' PARCEL 1 TMP 61W-3-19A OCT STONEFIELD PROPERTY OWNER LLC DB 4857 PG 503 ZONED NMD REVISIONS # DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 2/27/2020 I { Ii ! F I € 10' GRADING J- I EASEMENT I € DB 4135 PG 249 ' DB 4135 PG 215 PLAT k £ f I I 01 1 1 { 0 CD N I D W Ln O N Ln LU W d' co fn Lu aJ s ID Cm H z 00 A n _T] m ° Lo Ln n �"o -0 N_ 0 � ® IRF ICDLu 0 'v IRF [[ vzn 1 c> EX. DRAINAGE € EASEMENT vl ` DB 4716 PG 743 : DRILL HOLE : ......:....:................ ...............................: € SET R O IRF o Z 1 Q z > z O WLJQ U w LU m J Q uj N 9 I L A� r ' 1� uftj LL LLJ v cn Q LU Q w O v Q Q u M.1 rT..:F..N .. S Li,c..No. 33028 02/27/2020 sheet title: EASEMENT PLAN ,//c o 3"o 3Azv © 2020 - 30 SCALE, LLC 0+29.11=8"-90° BEN PROP. 8" ACSA WATERMAIN � merit y CG12 �� z?B R-1 DETAIL #1 TER AND SEWER MAINCONNCTI T IL COMPLIANCE WITH ®32a7.3() FOR PARKING STRUCTURES SUMMARY 1. MECHANICAL EQUIPMENT FOR THE BUILDING WILL BE LOCATED ON THE ROOF OF THE APARTMENT BUILDING. ANY OTHER MECHANICAL EQUIPMENT OR OTHER UTILITY HARDWARE ASSOCIATED WITH THE PARKING GARAGE WILL BE SCREENED FROM PUBLIC VIEW PER 18-32.7.3(B)1. 2. AIR HANDLERS SHALL BE LOCATED SO THAT EMISSIONS ARE DIRECTED AWAY FROM ANY ADJOINING RESIDENTIAL DEVELOPMENT PER 18-32.7.3(B)2. 3. IN ACCORDANCE WITH 18-32.7.3(B)3, LIGHT FROM ALL VEHICLE HEADLIGHTS ALL LIGHTING FIXTURES WILL NOT ROUTINELY SHINE DIRECTLY OUTSIDE THE PARKING STRUCTURE. REFER TO SECTION A -A THIS SHEET. PLEASE NOTE THE BOLLARD LIGHTING ARE LOW -STANDING (+- 35) AND EMIT LESS THAN 3,000 LUMENS OF LIGHTING, AND ARE THEREFORE EXEMPT FROM THE LIGHTING ORDINANCE. THERE WILL BE LANDSCAPING AND A GUARDRAIL ALONG THE WEST SIDE OF PARKING LEVEL 2 AND THEREFORE HEADLIGHTS WILL NOT ROUTINELY SHINE OUTSIDE THE STRUCTURE. PARALLEL PARKING SPACE -v GRADE = 512 THE WEST WALL OF PARKING LEVEL 1---_� IS BURIED BY A MINIMUM OF 7 FEET, AND THEREFORE HEADLIGHTS WILL NOT SHINE OUTSIDE THE STRUCTURE SECTION A -A ELEVATION BUILDING/PARKING SCHEMATIC PARKING LEVEL 2 = 517. PARKING LEVEL 1 = VOOD DRIVE PROP. 20' ACSA WA ER EASEMENT — ---- — 4— NOTE: NEW MH S2 TO BE INSTALLED AFTER EXISTING 8" SEWER MAIN UPSTREAM FROM MH S1 AND MH 52 IS ABANDONED. SEE EXISTING CONDITIONS PLAN, SHEET 6. w Iw W — EXISTING SEWER MAIN AND WATERMAIN TO BE ABANDONED. SEE EXISTING CONDITIONS PLAN, SHEET 6 PARKING LEVEL 1 EX. FIRE HYDRANT TO BE RELOCATED 0 10 20 30 SCALE: 1 "=10' L.s=..e F:[ E G FLOW FROM MH "AR" E R WAY �' �� 6"x4"TEE KO B E ...:,,. I :' PROP. 6" SANITARY SEWER LATERAL, EXISTING 8" ACSAEXISTING _:I-:. I INV = 496.0 AT BUILDING NOTE: NEW MH S1 TO BE INTALLED AFTER TEE 8" SEWER MAIN UPSTREAM WATERMAIN I P�\Q��•� �Q� BOA FROM MH S1 AND MH S2 IS ABANDONED. EX FIRE I HYDRANT TO I I � Q�. CONSTRUCT NEW SEWER FROM S1 TO S2. _ 8"X6" REDUCER FOR SEWER PIPE TO BE ABANDONED. SEE REMAIN EXISTING CONDITIONS PLAN, SHEET 6. :.: EXISTING 8" ACSA O SANITARY € 'i I �h EXISTING SEWER LATERAL TO BE ABANDONED. ..., SEWER I ii f "I ! I SEE EXISTING CONDITIONS PLAN, SHEET 6 ........ '.�... '< 1EXISTING ACSA* .. ......................... ... . ................. EX FH € DOMESTIC *DOMESTIC WATER SERVICE LINES AND WATER METER SIZES ARE RIABLE WIDTH? E r� ; BE DETERMINE WITH THE BUILDING .._ ; E.E..--.WATER ANDS I OUTDOOR SEATING PERMIT SUBMISSION WHEN FIXTURE COUNTS WILL BE PROVIDED. SEER EASEMENT; ) ,. AREA [B 4716 PG 743" E 1 1 (SEE ARCH PLAN I { r r FOR DETAILS) E �I LOBBY i" 3 I RAMP tip T`--L- SEE SECTION A -A THIS SHEET REVISIONS # DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 2/27/2020 'SCALE ENGINEERING s��_J 0 = 1.ic. No.:33028 02/27/2020 IAI, Y' sheet title: SITE PLAN ETAI L sheet # @ 2020 - 30 SCALE, LLC ._ 0 0 00 U a U 0 m EX. ONE-WAY SIGN EX. 10'X18' FACILITY EASEI (DB 5281 PG EX. 1'0'=WIDE SWM FAC ACCESS EASEI (DB 5281 PG - --- . ............. . ..... ...... -- . ......... - APPROX. 440' TO HYDRAULIC ROAD' INTERSECTION EX GASLINE EASEMENT DB 4186 PG 321 P _. ........ W W PARCEL 1 E U :�o -� I TMP 61W-3-19A I I =n OCT STONEFIELD PROPERTY I OWNER LLC DB 4857 PG 503 I i ZONED NMD CONCRETE SIDEWALK TYPICAL NTS #4 @12" E.W. 4,000 PSI'CONCRETE ** SUBGRADE SHALL BE 811 COMPACTED TO MINIMUM 95% DENSITY AT OPTIMUM MOISTURE 2�A STaNE 8" MIN. CONTENT IN ACCORDANCE WITH AASHTO T99. COMPACTED SUBGRADE** DUMPSTER PAD TYPICAL SECTION NTS f f f f GVADING PLAN PAVEMENT 2' PKG.OVERHANG CG-2 FIELID QUALITY CONTROL NOTE - SOIL TESTING 3.14 - FIELD QUALITY CONTROL: THE CONTRACTOR SHALL EC-3 (SEE PLAN EMPLOY AN INDEPENDENT TESTING FIRM TO PROVIDE ALL 1' 1' [FOR LOCATION) SOIL TESTING REQUIRED FOR THIS PROJECT. REFER TO TESTING REQUIREMENTS UNDER 3.14 ON SHEET 25. �-PROP.GRADE '-TOP OF BERM BERM TYPICAL SECTION NTS NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING CONSTRUCTION, INCLUDING MAINTAINING UNOBSTRUCTED ACCESS FOR THE RESIDENTS OF THE PHASE 1 TOWNHOUSES AT STONEFIELD AT ALL TIMES DURING CONSTRUCTION. I LX 23' INGRESS/EGRESS f EASEMENT FOR FUTURE I HOUSTON STREET I EXTENSION f OB 4135 PG 249 I DB 4135 PG 215 PLAT ' J 0 .`f =DITCH #2A (0+00 I TO 0+56) USE CL 1 RIP -RAP LINING RETAINING WALL "A" ACCESS PATH 10' GRADING EASEMENT DB 4135 PG 249 `DB 4135 PG 215 PLAT SEX. DRAINAGE EASEMENT REVISIONS # DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 2/27/2020 ... .... . A. ...... SCALE ENGINEERING owner: OPZ BERNSTEIN/CHRISTOPHER 2, LLC ` , engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com // I_,i.c. No. 33028 02/27/2020 sheet title: G ®I PLAN sheet # scale: 1 "=20' date: 3/4/2019 >..... ......... Vk v3/J 3/�� © 2020 - 30 SCALE, LL EX. CG-2 (TO REMAIN) EX. CONC. S/W 14.0' ONE-WAY TRAVEL LANE W/ PARALLEL PARKING ON ONE SIDE 12.0' 9.0' 2.5' 5.0' 5.0' PARALLEL PARKING GRASS CONC. S/W TO BLD. SPACE STRIP 0.5' CURB EX. FC TO FC ' EX. CG-2 (TO BE REMOVED) 9.0' Ni W PAVING WIDTH 2.0% EX. PAVEMENT MILL EX, PAVEMENT AND OVERLAP SURFACE COURSE BY 1.0' ma 515 rl 0 0 00 u W u u 0 1.5" SM-9.5A SURFACE PROP. VDOT STD. ASPHALT CONCRETE CG-6 3" BM-25.0 BASE ASPHALT CONCRETE 8" 21-B UNTREATED AGGREGATE SUBBASE OVER COMPACTED SUBGRADE CASH ALLEY TYPICAL ROAD SECTION N TS 10+00 11+00 + CASH ALLEY PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1 "=5' NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING CONSTRUCTION, INCLUDING MAINTAINING UNOBSTRUCTED ACCESS FOR THE RESIDENTS OF THE PHASE 1 TOWNHOUSES AT STONEFIELD AT ALL TIMES DURING CONSTRUCTION. PRELIMINARY PAVEMENT DESIGN TABULATIONS: KOBER WAY: 1,285 VPD, ASSUME A 75% FACTOR TO TAKE INTO ACCOUNT DIRECTIONAL TRAFFIC, OR 964 VPD. CBR=5, RF=1, SSV-1, Dr=14.5, Dp=15 > 14.5 OK CASH ALLEY: 1,569 VPD, ASSUME A 50% FACTOR TO TAKE INTO ACCOUNT DIRECTIONAL TRAFFIC, OR 785 VPD. CBR=5, RF=1, SSV-1, DR=13.7, DP=15 > 13.7 OK NOTE: FINAL PAVEMENT SECTIONS TO BE DETERMINED BASED ON ACTUAL CBR VALUES OF THE SUBGRADE. CONTRACTOR TO PROVIDE CBR VALUES TO ENGINEER PRIOR TO PLACEMENT OF FINAL PAVING SECTION. PC=11+C r03 Is pcc-titi 0 o_ INGLEWOOD DRIVE SLOPE VARIES FROM 2% - 4% MAX. 60.0' (WIDTH VARIES - SEE PLAN FOR PARKING AND DIMENSIONS) 24.0' 16.0' TWO-WAY TRAVEL AISLE PARKING IN LOCATIONS SHOWN ON PLAN PROP.VDOT STD. CG-6 \-- 1.5" SM-9.5A SURFACE 3" BM-25.0 BASE ASPHALT ASPHALT CONCRETE 8" 21-B UNTREATED CONCRETE AGGREGATE SUBBASE OVER COMPACTED SUBGRADE KOBER NTS *2' PARKING OVERHANG 2% * SEE PLAN FOR LOCATIONS 2.0' *2'PARKING-/ OVERHANG * SEE PLAN FOR LOCATIONS U a 16.0' PARKING IN LOCATIONS SHOWN ON PLAN PROP. VDOT STD. CG-2 KOBER WAY PLAN 17+06=16+79 KOBER WAY FROM SDP 2014-00070 = CONNECT TO KOBER WAY CENTERLINE 16+50 KOBER WAY FROM SDP 2014-00070 11+00 + 12+00 + 13+00 + 14+00 + 15+00 + 16+00 + 17+00 + KOBER WAY PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1 "=5' -. 1. e w 11 t w WE w SCALE ENGINEERING 505 � �L'1 0 - 1 M. t, :F'..N S 500 l.i.c. No. 33028 02/27/2020 Q A I, - 495 REVISIONS # DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 2/27/2020 z 0 U w J Q w cc © 2020 - 30 SCALE, LLC 525 520 515 510 h 0 0 00 S u J U V) 0 m 530 525 515 510 CIA ME em 515 510 525 510 500 MIA 535 525 515 NOR 0 �M, June 27, 2019 ACSA GENERAL WATER & SEWER CONDITIONS 525 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY 520 COLLECTION. 3. 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. 515 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 510 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 505 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 500 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING 495 INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE, VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE 490 OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 485 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. REVISIONS # DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 2/27/2020 SCALE ENGINEERING owner: OPZ BERNSTEIN/CHRISTOPHER 2, LLC;:':;:: engineer: 30 SCALE, LLC 871 JUSTIN DRIVE M. PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com A 0 LiNo, 33028 02/27/2020 ON sheet title: UTILITY PROFILES sheet # scale: H®RIZ: 1"®20' date: VE T: 1"=5' 3/ /201 @ 2020 - 30 SCALE, LLC CL Ln -o z C ul 5 z 0 0 00 1i T V Lu a v vi 0 m 525 0 20 40 60 HORIZ. SCALE: 1 "=20' 520 0 5 10 15 VERT. SCALE: 1 "=5' 515 510 505 4.0' TOP WIDTH 1 0.5 1 500 2 2 2.0 495 ®ITC TYPICAL SECTION NOTE: TYPICAL DITCH SECTION TO BE USED FOR DITCH #1i #2A AND #2B. DITCHES TO BE LINED IN ACCORDANCE WITH DITCH CALCULATIONS 490 THIS SHEET. TCALCULATIONS11 #aI 11 11 1.ITCFI . A ..._. 1.35 AC ... ........ ...... ........ ... ABBREVIATIONS ...... ....... ....... ... ....... ..... _ ....._........ C ...... ..... 0,45 ..... .. A=DRAINAGE AREA ..... .......... .............. ............. Tc 5 MIN C=RLPNOFF CC7EFFICIENT .. 12 5.4 IN/HR ........ ...... ..... Tc=TIME OF COI�iCENTRATION ....... .......... ......... ......... _l-... ........ --.... :.... ...... I...... .3 CFS; ........ ....:. I=RAIIkIFALL IiUTENITY ...:. ..:...... ......... ....::.... 110 .....-.......1.1 7.2 IN/HR -.. :... .................... .4 PEAK RUNOFF ....... ...... ....... ....... ......... .--. .... ...-- Ct1fl 4•.4 CFS n=MAN NING`S ROUGHNESS FACTOR A=FLOW AREA P=WETTED PERIMETER . V-VE_OCITY 101-YEAR CAPACITY -YEAR VELOCITY11 SLOPE a 7.8% SLOPE o 7.8% 0.0 : 3 A A 0 2 F 8 A 0,67 F v>6 P111.11,11,11, 3.4 T' CIF .12 P 3.1 9 FT a FT . FPS #1. c CAP . 10.4 CFS: USE EC- LINING IDITCH #2A (0+00 TO 0 56) 11 11 I I AREA 0.69 AC' ....... .....: ......... .... ......... ... ....... ........ ... ... .... ...... ..... .... ........ .... _ C ......... :...................-..........:...................-............:............:.....................:.. 0.47 --- ........... ........ .................:............. .......................................: ........ . :Tc 5 MIN< I2 5.4IN/HfL. 2 1.8 CFS` I.s I10 7.2 INJHR Q_0 2.3 CFS; 0-YEAR CAPACITY 2»YEAR VELOCITY. S LOPE 0 . .0 " 36 / . SL PE 0 G 36.0/� 0.0 3 0. 3 A 0.32 SF ; A 0.27 SF P 2"62 FT P 2.54 FT 1C9 ,14FT11 C11 V2I 11 6.66FPS CI CAP 22.3 CFS USE CL 1 RIP'' -RAP LINING:: . IT H ##2I 56 TO 1 0I 11 �C ( }_I 11 11 ....... 11 :AREA .......-- 0,69 AC .... .... .......... ...-...-.. ...... ............. ..------... - . C 0.47 Tc 5 MIN I2 5.4 1N/HR _ C12 1.8 CFS11: . :I10 7.2 IN/HR CI10 2.3 CFS; 11 I 11 <... _ 10-'FEAR CAPACITY 2-YEAR VELOCITY SLOPE 8%: SLOPE _ LS% 1.1 0,03 0.03 1-11 A .7 A _ 0.73 SF0 .11111 .4 PP 3.28JFT d1€# 0. Ei V2 2.45 FPS QCAP11 5•O CFS: LSE EC- LINIIUG 525 520 520 515 515 510 510 505 505 500 500 495 EmAiiiiiiiiiiiiiiiiiiiiiiso1 ,Jf F,� r`� LJ. 2 3 4 r ................................................�•,. ...,. CO N 1di Ln 1-1 _ Gn.............J'.....................,,o. N m .19...-�........................... 11 m gi 4`° 1 ._........_ _... I.... _....... ..... ......._ _... ._.... _. ".,.. _... _._... � .__... ...0. � Lf)_.... .... __ m � O et O � J T � _p„ ......_. ............ ................... ....... ... €..... ........... ................ Lr) 11 = If = : ,...r Ln IL. 11 M ............ ......... ..... .................................................................................................................... .£.. ._� ..- ... ..................... ........ ........... .. ....... .. ............. GL ............... ..... ... >- ........................................_...........L............................................................................. ... I.. .. ..... ......... ... .... ... _ ...... ::.. . . .... RETAINING WALL -.. ... ........................... 111. `•• _.:::. ...:.. :,... 15 HDPE STORM PIPE TO : ;SLEEVE THROUGH WALL .................... „ .,.,,,,, ,.,,,,.................... 1..,,,.....,.,,......................,.,.........,,......,..................,...........,..» » ..........,,,,., _.................:..__._................__.__._.......................................FOUNflATION (SEE........_..........:..... .. _,,._............................_........... ..................................... ........... ........ BUILDING PERMIT }...... I ................_..... ........ ......... EX. GRADE ......... ......... ........... ........ / :.. PROP. GRADE .. ........ ......... ... . ....:.. ........ ...... :.. ......... ............. ......... ..::.y-. I .... / ... ....... .... .. ... .... -..... :::... ... ..........................I ... .......... { .. t •• _ . .... ......... ......... .......... ......... I.. ........... .-......... ........ ............. SET TOP ELEVATION .............. ......... -- / ... .......... .........y.............. I....I.... / / '� .... ....1.. :. ... ... ....... .......... ..- ................... ....... __ • ......... __ FLUSH WITH FINAL ......... �_ .............:... ................. ; . ........ ... ..... .... ................... ................ .I........... ........... ........ I ..................................................................-.................:.............................................................................. GRADE _ : 1.111, ................. ......... .... ......... _ _....... ...... ... - ,..: . ...... ... ... ........... 3 47 % s_ < 39.25 ........................ .........11 . I .. ....... .. ...... -1 ......... ....... ....... .. ..... .... ... ..... ...... ......... ,. ......... • . wupE @ 4 27% ... ....... .... ..... ...15 ............. ............. .... ........ ...... ... ....... ........ .... ..... ....... : .:::........................................ 198: 24.98' 15" HDP @ 3.83% .... ........ ............ a:: ;... .....:. ..... ......... ... ............... . . ........ .. • .__ . _ i ............................................................e........................................................................................................................lL.................................................................................................................... ......... ...- ..: ........ ......... .......... ....... ......... ..-... .......- .. __. .. `. ..... .- ,:::. ...-. .,... - .... I... .. , m ...........................................................•. N........................................................................................................................................................................................................................................%.......................................................................................................................:........... .................. ......................................... `x €Iw.. .. ...... ......... ... ..... .... ._.. .. .. ..._ .... ... ... ..N. ..... ......._. .... N _.......... ...... .. ........... ��.� f. .......................................................... ,�,2 2 • N ,0...0. ��� ' O ........��00 I- O� a_ m LL LL .. .. ............ ......_ ......_. ...._ ._...._.. .. _. '� ...Z' O O : .. - ........_. .... r : rn . ............ . .. - ...... © .. .... ........... .I........... ......... .......................... ... .. ........ ......... .......... .. = ..= ....... .......... .. m m 81-1. . . Nm ...._..... i 11 o .-1 o r� Gil 00 cf n d O O II 1n N .................................... _ ..........c; 0 ....... Q. i-...W...., z I�.....IT.::: ®.CI . .-.. ....__.. .......... 11 II :.o:..z .. ', r ZD->> . Z...Z.... ... ... C�zz F-�I 1 > > > z...zz .. ....�0.... ._. .... .... .....- 11-1..���. Z.:.Z:... .... ..... - . _:::.. ,._... :.::::. _....... ..........::. ...... -:.::. .I >...>.> _... ._.._ z, z..Z ..: _..- f- - L+i..In N : :.... 11 Z.. ... _... ... > .. ..... ... ......._- ..........................................Lo....%G.tC.....GQ......................................................................,..........................i:.............................................................................................................. (� W 11.. ..m ... ............................._................................................................................................... r1 r-1 ; r L.f) Ill L('I c~n -q - , ... .:. 10+00 + 11+00 + _y • 5� EVER 11 p rr.. �StPTT!�5 (1t}-YIARO_SiGI�iSTR1Vt} 1iI 1lFRO II'II TC► A i A INC {__)_ A C ACC 1 #IVC ACC C1IAi L IW UP IiUtf Cis S n Tc ' v �� P.: ...-..-. ........-........-...-. AC) (AC) (AC) (II4I/ R) (CFS) (CFS) (Ii�I) (FT} (IT) (FT) (MIN) (FPS) (CFS .. "..-.I.I - .I1 I...--1-II.. '.7 -1II,l l. ; EX 27.2 1.35 0,45 . _.. ....... 0" 61 0, 61 7.24 4.40 __ . 4.40 -- 15 .... 93.95 : _ 508.36 . ..... 506.36 ...... .... 2" 12' 0,0120 5 7.9 10.2 ..... EX 27.2' ........_ ......... EX 243 _....- .......-..... .--�.......... - .........._..... - ......... ..-......... .._.... - ...------... ......._.. ........ : 1, 68' ....._.......... ........_. 7, 24 ............. ............;. .. ...... ..1-1-1-1............. ...... 12.16 : ...........__. ;...._.. 24 .. .......... 68 46 .,............ _ ....:... 495.88 ... .._....... ..,:.... ... 492.91 : ._.........._... 4.34 ......__ .._.._.:. : : 0.0120 ..... .......... ___<- . S ............... :.....-..----.. _---- 51.1 .- ::........_.-....... 6 EX 244 0. 47 0. 90 , 0.42 0, 46 7.24 3.06 3.33 15 ; 10.59 : 502.10 _ 501.77 : 3.12 0, 0120 5 8.3 12.4 .1EX 244 ..1.�l. .. .'I�.. EX 243 0.15 0.68 0.10 0.56 7.24 ...,.. 0.74 : 4.05 _.... 15 10.59 .:.. 501.70 --I.1I 501.30 .57 0.012€# 5 6.6 8.1 EX. 243 : EX 27.1 - - - 6.28 7.24 .. - _ 45.47 24 85 86 492.92 48'.40 4.08.0, 5 6.6 45.5 �I ....... 4 .... 3 _._ 0.27 ... _.... 0.90 : 0.24 ....... 0.26 7.24 1.76 1.88 15 : 24.98 ..:, 502.32 . 501.36 3.83 0.0120 ... 5 7.5 13.7 3 _ 2 0.41 _. 0.9C} 0.37 0.63 7.24 . ........ 2.67 4.55 15 39 2� 50L 16 499.80 3.47 0.0120 5 9.6 13"0 ....... 2A 2 0.69 0.41 0.28 ...... _ 0.28 7.24 .._ 2.05 2.03 15 51.73 501.41 499.47 3.75 _ 0,L]120 5 12.4 23.6 2 -I.. : EX 23.2 - - - . : 0,91 7.24 - 6.58 ..I...+::::...::::.�:......;.::.:.:.�:::[. 15 98,20 499.27 495.08 4"27 0.0120 5 11.2 14.5 .. 1.........1.-.. ..I..."..-..........'. ...-11..-.111I ._. 1..1..I..1 .... .�. , EX 23.2 . 0.27 0;98 0.26 ...._ ......... 1.09 7.24 1.92 7.89 ..-.I.......� 18 22.07 4 �.50 9 .::.�'..-.....i.....:I....:......... , 495. 10 . _ 1,81 0.0120 5 0 �.4 15,3 ....... ... ........ EX 23.2 L+:: .............. EX 23.1 ................ - ....... ...I...I.......... - ........ - .... ......... ............... 1.76 .......... 7.24 - 12.74 24 23 50 494.00 492.97' 38 0.0121 ,... ....... 5 4.8 47.5 ....-.. STORE SEXIER NLETC MPUT, T S' 2 YEAR DESIGN STC?IM EXCEPT NCITED (. AS I-I- 11 �TR TYPE THROAT GRADDE / Ls TOP11 PCs G [lTTER IiL CAPTURE: o Allowable MAX' PONIDEl I t NIA Ct 11 ....... BEN LENGTH 11G LIMP. I WIDTH DEPRESSION 11 Spread ad P I 11 SPREAD 1 HI �D YR QETa- 1 YR RISE - FT '' ( ) FT % a :' a I t' % (FT) (IN :(tCFS t% FT FTgg FT 11 ......I _ 1 ....... ............ DI-3C _ . ........ 6 _... SAG : ......... 500.10 2,00 ....... ..-............. 0,013 ........ 8'.33 ...,. I 2.00 .. ....... 2.0 ...... .. 1.51 i 100.00 ............. 7.00 ..... - 2.09 - - _......... 2A ............. DI-12 48"X24" : ..._ __. 48"X24" ......- _ -- . 5 G A ...... _ ......... 5 5. 0 - 0 7 _ ......... .....,..... ......... 0.40 ..-.... ......... 0.013 8.33 : 2.00 2.0 1.84 , _00.00 ....... 7.00 . 5.40 ... 1.10 506.80 4 .... ......... DI-3B .. .... 6 SAG 510.30 5,00 0.03 0.013 8'.33 .... 2.00 ....... .... 2,0 ..... 1,51 100.00 ..... 7.00 . _. ...... 2.09 - - 6 .... ....._ DI 3B .. ..... 6 GRADE 506.59 5,00 -0--.03 0.03 0 01 3 8.33 2 00 2.0 2 62 100.00 7.00 _.. ..... 4.28 .... ......._ 7 ............... DI-12 48"x24" . ... ........ 48"X24" ......... SAG ....... ........ 513.50 - ........ ........ ........ 0.16 ......... ........ 0,013 ........ _ 8.33 _..,. . 2.00 II .. ....... 2.0 3,46 ..II 100.00 7.00 Id 6.67 0.72 ........... 2 .......... MH-1 ...-.... ........ ............. ........ - ....... .......... 504.50 - - - - - - 10,21 1.11....... - - - - 3 MH-1 _ 505.45 - - - - - 8"42 - - - .....1.1...1.........5........1......4.......22 - _, ABBREVIATIONS: Ls=LONGITUDINAL GUTTER SLOPE, PCs=PAVEMENT CROSS SLOPE, GCs=GUTTER CROSS SLOPE STORM SEWER STRUCTURE NTES 1. THE INVERTS SHALL BE SHAPED IN ACCORDANCE WITH VDOT STD. IS-1. 2. STEPS IN ACCORDANCE WITH VDOT STANDARD ST-1 ARE TO BE PROVIDED WHEN THE DEPTH OF STRUCTURE (H) IS 4.0' OR GREATER. REVISIONS # DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 2/27/2020 525 e 515 510 505 an im 520 520 515 515 510 510 505 505 500 500 495 495 p '� r` f j. 1: L.: �,' 6 1, I jJ ......... .. :..... ...y`.::..:^ , f-..........- ......... ..................I.... In W... �... Lq .. ;II.. cn ......:.. .............. :.. ...... ...:... ........ .......... ........ .......... " Ln .. ._....... 11 m a ,..C�Y.... �.. x ........ ......................................................11 .. .��... a ua 3 r I11 � 0 ............. ....... .*. ........................................................�,......... ................................................... Ljjxs0 1� - ........I.......................... 0 r ... ..... ......................................... ....... ........... > ... . ... I... ..... .... .................................................. ............ ..... ................................................................ REMOVE DI -TOP AND ..:..................... _:.- „-„-::::::,... r .,.,.,,,:,,,., REPLACE WITH MH-1 ............................................................... FRAME AND COVER AT ..... . ,.,_.. ..... s �. . TOP EL=506.0 ADJUST ........ . ......._--- ................ . F ...... ..... ...... �.......... FLUSH AS NEEDED TO BE FLUSI-I _........... WITH FINALTAVEMENT....... GRADE .............................................. ..... .......................... .....:::. .......: ... ...... -1 . r .......... .......................................................... EX. GRADE _ ....... ......... .... r8: ...... ......... ......... ..... ..,,. .,. ,, ...... _ .,.. .... ................................ PROP GRADE ................................................ - ....... .... ..................................... ........I.. ...... �.... ...... ............................................. ... .. ...... :....... . ......... ....... . _- .............. . ..... ------ ... ................ _ _........................... ......... .................. .....I.............. _-- ._.............................. ..._---- ........... 10.59' -15" HDPE @ 3.12% I ,. .. .. ..... .... _. . m ........................................... .. x L�, .. _ .. 0 a 8 N ...... ..............-......... .......... n ® r r, LL O Q Ln n II , N O -I,-,-,--," , o . _ _..__..._...._............... _ ...... . op © r C7 11 -1 o > � +. ..> Z) 0 o -. - o ......... .I ..... Z 11 ...�. ��Ln -- a = 1-. A_n... = r. X Ln vi cn w r1 � ..... ............................................... ON uq » 10+00 STORM SEWER PROFILE (EX. 244 m 6) 10+00 + STORM SEWER PROFILE (2A - 2) 525 520 520 515 515 510 510 505 505 500 r • 520 515 m 505 � 495 490 m 515 510 i I 1 m ONSCALE ENGINEERING . 0` ,/®/r -"- ,_. M - LI. .S 3 Llc.d€, _ 13) S21 Y ' J I - 02i27/202 0 J A 5 IQNAL_ ,- i PARK (TO BE TO FILTEm #4 . � ------ ' wp STORMWATER MANAGEMENT PLAN OFFSITE AREA DRAINING TO DITCH #1 OR # 119 O JO OD 90 SCALE: 1"=30' REVISIONS # DESCRIPTION DATE I COUNTY COMMENTS 7/8/2019 4 SIGNATURE SUBMISSION 2/27/2020 Aft 0% EmsuALE [N�|NC[O|N� LNO|N[L[�|NO 10 Rio THE PROPOSED EVERGREEN TREES IN THE 10' BUFFER AREA ALONG THE WESTERN PROPERTY LINE ALONG TH E TOP OF THE RETAINING WALL HAVE BEEN SELECTED BASED ON THEIR SLOW AND NON -AGGRESSIVE ROOT GROWTH. THEIR ROOT MASSES SHOULD NOT EXCEED 12-24 INCHES IN DEPTH, AT MATURITY. FOR THESE REASONS, THE ROOTS ARE NOT ANTICIPATED TD rl DISRUPT THE WALL DRTHE WALL GEO'GR|O. IN FACT, SOME GRADUAL INTERMINGLING OF THE ROOT SYSTEM WITH THE GEOTEXTILE FABRIC MAY SERVE TO STRENGTHEN THE ABILITY OF At � THE GEO-GR|DTOSUPPORT THE WALL. 00 � THE ROOT SYSTEMS ALSO ABIDE BY THE RULE OF NOT OUTGROWING THE DIAMETER OFTHE DRIP LINE EDGES OFTHE BRANCHES. THE SPACING IS PROVIDED ATAK4|N|yWU�� OF 10 FEET ON � u CENTER, ALLOWING FOR THESE PLANTINGS (TYPICALLY 15'35 FEET IN HEIGHT 10-15 FEET IN WIDTH) TO HAVE ENOUGH ROOM TO GRACEFULLY GROW TOGETHER, PROVIDING A HEALTHY' O 20 40 00 Lu <�� V|SU�\LLYINTERESTING AND EFFECTIVE SCREEN|NG' " ` umm SCALE: 1 =2O � � REVISIONS # DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 4 SIGNATURE SUBMISSION 2/27/2020 01 SCAm LE [N�|N[[�|N � LN0|NL[F�{NO c@ 2020 - 30 SCALE, LLC 0 V) w 2i a z n 0 0 00 z U W U ,n 0 ", A ; , .J"'��. I�-Wl.�1,I;-�,�Ft� N , f�' ,. J_ �Vbf � w'V �$`d` MY.V 4 3'" Y,;s � 3 f ` iwAP E �'t s � F �. Y' . -i0 . l% ,y * i.. - ... � ,.' v f .. "I'l1 ,try j ;.f y '�;!;.�eT I;,. a f '- r.>3,'2 � ".1 �, � � f_ ..� '1-�.�;")`r.? -.$I�. .. , I.. X., �-"�-�IAA�i''-,"._ AI,�7,p".-�—,'T ., '-,�. .�� ,,'$�, I��-�" L' .J ' 'I'�IN-'�'-!.j_5.. _v'_ :.''(*��I - c '3'a 1I I � I ��,­�'\ .'".I .".. .",I11,, ""�'.A,7 f0. - ,j'�C',��� _'.'. ;- !- ,,- _.I' ."1A� -_ -,�,J- i� ,'� s ' �g ' r j f� s J.^ .i: y y ik .�. T- t ' p. q,,-'��t %f�.. Y� ..E.,j.1. . �/,'I/ I' �4�1­�o�o�o'1111I I' -ail, E 0, 3-� s 'j '�,..'�;-.. 1 ,, -_9T. 6 .._ r r d 9s <. &... . - 1 ,. F' <_. _. 3. ,�< :, I.d %.tS.i ..,.... T ,. r E I.P .i�E.:.:f i.:. : 'k's 9i'�1 ."'r §sYRk_ .s. 'sYar3s :..I 'z.�w .`41 / f.¢-. �', i�y� F} tt �-- 'k os^% r 'ay �!. ; {��� A L. :. ( X. :_ .:I ":. ..:... 1 Fx CenIral..... M.F. la`, (. s < oberV ttra Trunk cal€p rrteel` Ail Z60 ._< c edition for coat ba. Root:blall roodif � , r�,t Round- Soil berm 4 high X bo e rciot mall s .� ;Tall lbo constructe,d the root baIL Berr; begtn at root, Iball.pen. 14Xisti l S �.,ope sIdtas o#'lop ottarn of root bll re C � existing,� r coFTl ; r �.�c�tu�.a ��. „aieaa�FF.:1F?aA1 ,,ri Fu�zs a��saa. F , TP Top of root gall :shall. tie f ush with finI'sh �� e grade. r' Prior to m ldhi€ g, lightly tamp gall around the root tall jr! 6 {i,, to €+ C p � i tirade. Des not over �crt€ .a Wit, -P When the 3lant�n hote has been b r:lfgll pour water aroundthe e. root L 0o bald to settle the �,o.l. oosen,ed OIL Did and turn the so to r , d ce corn aotlon to the I?_ : area and dmP t shown, 4,t IaYer cif rn B(,—h- 1, l`�t� rnor�_tl�an 1 a1ch on to of roo bail.(Sue I r ray ' h,t. I Specifications. _i �� r 1" �L�i1e grade - Notes, Notes, t: I Tr.. s fia.l e of a It < prev�oeil�es s € crown: ob8ery ttona and root I t '". and observations,l l 4 CI r?"�f`c �ation; 2- See Specifications: for further requh-effients related t this —detail.,'' t.s'^ B11 AN: TREE FO. t -R�: a ¢3 sr, k :2r)11 INTERIOR PARKING LOT PLANTING MAP ? 1 - t i i AREA# ... SF ...... ............... 1 100 2 142 3 126 4 ... _...... 125 ......... _ _ ­-1-1-1-111.. 5 168 6 135 7 113 8 268 9 35 10 480 11 165' 12 129 13 ... ......... _ _ 112 . ....-. 14 .. - I I--,...... 78 ... ..................... 15 1541 TOTAL 2,330 SF LANDSCAPE NOTES 1. THE CONTRACTOR SHALL PROVIDE ALL PLANTS, LABOR, EQUIPMENT, SUPPLIES, MATERIAL, TRANSPORTATION, HANDLING AND STORAGE, AND PERFORMING ALL OPERATIONS IN CONNECTION WITH THE CONSTRUCTION OF THE LANDSCAPING IMPROVEMENTS AS SHOWN ON THE PLANS. 2. ALL PLANTS SHALL BE TRUE TO SPECIES AND VARIETY, AND SIZE AS INDICATED ON THE LANDSCAPE SCHEDULE, AND SHALL BE NURSERY GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICES. 3. PLANTS SHALL HAVE A STANDARD BALANCE BETWEEN HEIGHT, CROWN SPREAD, DIAMETER AND ROOT BALL SIZE ACCORDING TO THE ANSI Z60.1. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY. 4. PLANTS SHALL BE SO TRAINED IN DEVELOPMENT AND APPEARANCE AS TO BE COMPACT AND SYMMETRICAL. THEY SHALL BE SOUND, HEALTHY, VIGOROUS, WELL -BRANCHED, AND DENSELY FOLIATED WHEN IN LEAF. PLANTS SHALL BE FREE OF DISEASE AND INSECT ADULTS, EGGS, PUPATE, OR LARVAE. THEY SHALL HAVE HEALTHY, WELL DEVELOPED ROOT SYSTEMS AND SHALL BE FREE FROM PHYSICAL DAMAGE OR OTHER CONDITIONS THAT WOULD PREVENT THRIVING GROWTH. S. MULCH SHALL CONSIST OF SHREDDED BARK MULCH, WOOD CHIPS OR ROCK MULCH AS SPECIFIED ON THE DRAWINGS. MATERIAL SHALL BE UNIFORM IN SIZE, COLOR, QUALITY AND OVERALL APPEARANCE. MULCH SHALL BE FREE OF MATERIAL INJURIOUS TO PLANT GROWTH. SOURCES OF MULCH SHOULD BE FREE OF WEEDS AND INVASIVE PLANT PARTS OR SEEDS. SAWDUST, DIRT, GARBAGE, OR OTHER DEBRIS MIXED IN THE MULCH IS NOT ACCEPTABLE. 6. PLANTING SHALL BE DONE WHEN TEMPERATURES ARE ABOVE FREEZING, THE GROUND IS FROST FREE, AND THE SOIL IS IN A WORKABLE CONDITION. UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER, PLANTING OF TREES SHALL BE DONE BETWEEN MAY 1 AND OCTOBER 1. 7. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, SUPPLIES AND EQUIPMENT REQUIRED TO ESTABLISH, MAINTAIN, AND PROTECT THE PLANTED AND SEEDED AREAS, FOR A ONE-YEAR PLANT ESTABLISHMENT PERIOD FROM DATE OF ACCEPTANCE OF THE INITIAL PLANTING OPERATIONS. HOWEVER, MAINTENANCE ACTIVITIES SHALL COMMENCE IMMEDIATELY AFTER EACH ITEM IS PLANTED OR WHEN AREAS HAVE BEEN SEEDED. 8. NO SUBSTITUTES SHALL BE ACCEPTED, EXCEPT WITH THE WRITTEN PERMISSION OF THE ENGINEER. THE CONTRACTOR SHALL SUBMIT ALL SUBSTITUTION REQUESTS, NOTING THE SOURCE OF PLANTS, LOCATION, SIZE, AND CONDITION, WITHIN THIRTY (30) DAYS OF RECEIVING THE NOTICE TO PROCEED. 9. ALL AREAS THAT ARE STEEPER THAN 3H:1V ARE TO BE PLANTED WITH LOW MAINTENANCE GROUND COVER THAT DOES NOT REQUIRE MOWING. lo:Y[1w■® mi lmr&x 16r, :i r iQ=■M1WliF TREE COVER COMPUTATIONS RE*UIRED TREE COVER BLOCK i12 AREA 239,317 SF€ 10 TREE COVER REQUIRED 23,932 SE: PROVIDED TREE COVER Q PHASE 1TREE COVER.. ........ ..... .... .. ......._ .... ........ ............. ......... ................. ......... ............... .............. 1 7 211 SF. ...... .........r ..:..... .... PHASE 2TREE COVER - 11,318 SE TflTAL TREE COVER. 28529 SF OI4 ITERI PA€KIN i �V" .._...........__.. PHASE 1 _..... _. _....... ......... _._ PARKING LOT IMPERVIOUS AREA ­11-_ _ ...._ ............._.. 3,240 SF. ......... ,_,.... ,._ .. 5% PARKING6.LOT LANDSCAPING REQUIRED ......... ...... _ ... ..... _. __ .... 162-SF1. ; . SHADE TREES (1/10 ,SPACES) FOR 9 SPACES 1 TREE', ..... PARKING LOT LANE SCAPING PROVIDED 400 SF'' OK _. PARKING LOT SHADE TREES PROVIDED: ro A G £ t? TREES ©K -1 _....... ... ..__. ...,,.,., _, ........ ,,,,._ . PHASE 2 _.,..... ....._. ,,... ........ ......... ....,,,.. .._._... _ -­1......... --.... _,,,,, .. ..- , PARKING LOT IMPERVIOUS AREA 11 34,3- . _ _ 5% PARKING LOT LANDSCAPING REQUIRED­111 1,716 SF SHADE TREES (1/10 SPACES),,FOR 84 SPACES 8 TREES: LAND P PROM PARKING LOT SCA _ ING CiEii'. .111.. 2.' 3 F' 3 4J S OK PARKING LOT SHAME TREES PROVIDED: 8 TREES. OK. STREET TREES ........ ... ..... ..... ..... _. REQUIRED STREET TREES ...... ....... ..... ........ ,._.... ........ ., . -- EC REQUIREMENT: LARGE TREES PLANTED 40 FEET QN CENTER ....-.- ._::... _... _ . . -_ INGLEWOOD1. DRIVE (440-L11 F) 11 TREES; ; H T N REET...2 FT_ HOTO ST 00 .. ..... ... ... 11 TREES. S' BOND STREET 86 FEET ( ) 2 TREES.( P II3E TREET TREE ROV D S S ,_..._ IN EWOO CIRIVE 440-LF GL D 11T REFS OK USTONI STREET 200 FT H4 ........ (_ 5'TREEi OIL. .......... 13CINL7 STREET T f86 FEET): 2 TRFFS' [i LANDSCAPE SCHEDULE St iAL?E 3 [6L1 PH I. PFI2 TOT COMMON NAME/ MIN CAL/ UNIT PHASE 1 PRASE 2 TOTAL SYM QTY , QTY CffY BOTANICAL NAME MIN HT ROOT CANOPY CANOPY CANOPY CANOPY (SF/UNIT) (SF) (SF) (SF) A S 0' 3 3 _.. GR_EN MO UNTAIN SUGAR MAPLE ,s. 1 2 _ 2 B&B 195 0 585 585 ACER SACCHARUM (GREEN MOUNTAIN) ..._. AF _ . . . . ._... $ .. 6 _ ... 14 _ _... ......... __..... II AUTUMN FLAME RED MAPLE _..._... ...... _ ... _...... ... _..... 21/2" ... ._:.. B&B ...... 177 ....... 1416 1062 _........ _:-..._ 2478 _ ......... _.. ........ ......... ......... .._...._ ACER RUBRUM (AUTUMN FLAME) ...... -. ......... .. ....... _ ......... _ .. _. ............. _ ........._ ......... ........... ...-.... ..._ .. _.1 _ _ _ _.. __....; .. _ _ ­B-IN'll 3 0 111.1.11,.....13-1 -11-1, ... ..._ .._ ... 11(.HE11-R­ITIAGE)RIVER BIRCH 21(2„ B&B 397 1191 0 1191 .... .. _ _....__. BETULA NIGRA (HERITAGE) ... _. .. _ .. ____ ..... _ . ,.... ...... ....... . ........ AN . . ... ...... _. _ .. 0 ....... 3 ..... _.._ 3 ......... _..... ... GREEN CC1LiJMN BLACK MAPLE ... .... ......... ...._.._ ...._..._ 21/2,z........ 6&B 156 ....- 0 ..-.... ......... .. .... 498 ......... _ 498 III -._ .111 . - ......... _ ......... ....... -...._. ACER NIGI?UM (GIiEEN COLUMN) ; ...... ......... .. ......... ........ - ......... __ .. ......... .. ; ......... ......... ..... .... __:... ..._..... ......... _ ......... ......... .; ._.......11 ......... ...._ OG 4 _ 4 8 _ __ ... (OCTOBER GLORY) RED MAPLE .. _ ..... ...._..__ _ . _ ... _ ......... 2 1/2" _ ......... ......__ B&B .. _ ......_. 397 ........_ ......... ......... _ 1588 ......... ........: 1598 317E . .... ...... ....._ ... . ......... _..._ ACER RUBRUM (OCTOBER GLORY) ._ ...... _....... ...... .._.. ......_.. _.... .. II -.. ......... ......... ...._.... ......... ..I. .... ; .. 11--..... : PA _ 0' _ ...... ......_.. 1 _ 1 ......... .......... -1- .. _ ...... ... _ ........ (BLOODGOOD) LONDON PLANE ............ ..... ._... ............ ._... ......... .....:... _....... ........ ....... ....... -...I....................-. ......... ......... ......... PLATAN US ACERI FC)LIA ._........ ......... ......... _. _... ... ......... 1- _ _ _ ......... ....... .........-....I _.... QP ...._.. .. 14 _ ........ - _ 2 16 ......... ....I .. ............- _ ­­-.1 .........I .._..._ .HIGHTOWER WILLOWOAK _ ...._.... ......... .."I".. .... . ................ ....I-- ' 21/2" ......... _........ ............................I B&B 419 5866 ......... ......... 838 ......... ..._. ::..... ... 6704 ....._. .. _ ...... ; _ QUERCOS PHELLOS (HIGHTOWER) , ......... ......... ..... _ ......... .. _... ......... _ _ _._.... ... ......... ... . - _ _ ......... ......... ......... ....... __......__ _..................... I ....I..... . -11.. ..... TA .. 0' ... 12 _.... 12 .... ..... (REDMOND) LINDEN ........ .... ......... ......... ......... ........ _ 21/2tT . ...... - . B&B ....... 1-.......... ......... .. .. 191 ........ 0 .._ _...... ._.11- 2292 _ ...... ........ 2292 <_ _. ......... ......... ,. . __ ... ......... ..... TILIA AMERICANA (REDMOND) .... ......... _...... __ . _ ..... ........ . ....I.... ......... ......... ..... ..._ 1- .. .........-II ........ CiRNAMENTAL TREES .. . AG 13I. 1 14 FLAME AM MAPLE 6-7` B&B 206 26�78 206 II 2884 ACER GIN'I�IALA (FLAME} D11J 7 I.0 7 II FLOWERING DOGWOOD 6-7` B&B 124 868 0 868 CURIOUS FLORIDA OC 3 3 6 UKAME FLOWERING CHERRY 6-7` B&B 99 297 297 594 PRUNUS INCISA (OKAME) ....._ _ RB ..... .....__. 2 3 5 ..... ......... ......... . _ ........ _ .. EASTERN REDBUD ......_.. ......... ......... . ... ......... _ - _.... ......... ...... 6-7' ......... ........ B&B .... _........ 124 ......... 248 ... 372 620 ......... CERCIS CANADENSIS ......... ....... SB ...... 6 ........ __ 1 ......... ......_. 7 . _...... _ _... ......... ........._ AUTUMN'BRILLIANC'E SERVICEBERRY .... .... .... .. ........... ......... _ ......... 6-7 ..._.. - ......... ..........._ B&B 130 780 130 910 ........ .......... .........I .—...... .............. I. ." ......... A€�fiELANI I iIER C;RANDiFLORA ....... (AUTUMN BRILLIANCE) EVERaIFEN TREES ._ AH ........ ........ _ _ 4' ......... ......... ....... 4 ......... .1_ 8 ;.II ....... ......... _ .... ............. ......... ....... -. AMERiCAN HOLLY ...... ......- .. ....... ... . _' __... 4-3` .. _. B&B .. ......... 56 224 ....... ......... __.. ............ ........; 224 ......... ..... II 448 ......... .. ILEXOPAC ... ..... TO _ ...... ......... 0 ... -1- .`.... 23 ......... 23 ..... ....... ......... ........... ......... ............ ......... ........ EASTERN ARBORVITAE _... ......... ............. ........ ........ ............. 6'-MIN .. -..... B&B ... ...... 10 III ...... ......... 0 ..... 230 ......... .. 230 THUJA OCCIDENTALIS . _.... _... . _ ......... IN _.... ... 0 ......... ....... _ 9 :.III......... ....._._ _ ...__ .... . ....__ .11 .... .... ......... NELLIE R. STEVENS HOLL ......... .... ............... ....... .. .. 6'--MIN' B&B 44 0 396 396 ....... ...... ......... ..... ...... ....... ILEX (NELLLE R. STEVENS) .............. ......... .......... ..... --. ....... ......... _..... .............. .. LA .............. 0 ...... 8 ......... 8 _........ ........ ....-._... ......... ......... ......... .......I.......................................I... FOSTER HOLLY 6`-MIN ..I......- ...-............ B&B 16 0 12S 128 _ _ ......... 1. ...._ .._ .. I LEX X ATTEN DATA {FOSTER} ......... -. ......... . ... 24370SF 4: 83 147 TOTALS FOR TREES 15156SF 9214SF EVERGREEN SHRUBS ....... ......... AB ......... 18 --__. ......... 0 ......... .......... 18 ......... I........... ........ ......... .................... .... .GLOSSY ABELIA ....--.....-. . _........... ....... .._...... ..... 1-1/2t-2 1/2" : _..._.. .. ........ ....:-II..I. B&B 14 252 0 252 ...... ... ABELIA GRANDIFLORA ......... .. .....-..... ... ......... 1H 18 ..... 5 ........ ......... 23 ..... ........ ........._ ......... . ........ NIGRAIN<BERRYHOLLY ......... ......... ........... ................. ...... .... ......... _. ___ ..... . 1-1/2't-21/2' ......... - B&B - ... 23 ._.... 414 115 __. _._.. 529 ...... ...................... ILEX GLABRA (NIGRA) ....... ......... ......... . .................................... DECII(JCtIJS SHRUB ....... AV . ........... 18 ............. _ 10 ... 28 .CHICAGO LUSTER ARROWWOOD VIBURNUM ........ .... ...-.... ........ ....- 1' - 1 L/21e : _.....- B&B 31 558 310 .. ....... 863 .1......1 VIBURNUM DENTATUM (CHICAGO LUSTER) ......... ...I....._..... : ....... ..........._. ......... ........... _..._ ...... P L . ........ ........I 0 II ......... __..._.. 20 .. _ . 2 0 ......... ... ._ .__..._ ._....._ LUYKEN CHERRY LAUREL ......... ........ ...._ _..... ......... 1 1 2 -21 2 / / ......... B&B 10 0 200 _ ...... .. 2 00 PRUIUS LAUROCERASUS{LJYKI N) RD ........ _.... 3 -- ... 12 ......... 15 RED TWIG DOGWOOD ......... ..._.. .. ......... ......... ......... ........ _.._. _.. ............. i" - 11/2" I3&B ........... 711 2 ._...... ......... 216 .............._ 864 _..._. 1080 CURNUS SERICEA : WB : 15 .. .. . __ ._ ...... .... _ .._....._ .. . ......... .. . _ _ ___ ........ ......... IIII __.._..... .. ......... ......... ILEX VERTICILATA (RED SPRITE) _.......- . __....... ............. ......... ......... ... ......... ..........I - ......... ......... ............... -.._.-_ .. _...... .... ...._I ......... .........._. ......... ._...... ......_.... 5.1...1. 72 6 134 TOTALS FOR SHRUBS 2,0S SF ! 2,164 SF ,....... 4,1 a SF . . PHASE 1 PHASE 2 TOTAL TOTAL. CANOPY COVERAGE 17,2115E 11,31.E SF '' 28, r29 SF REVISIONS # DESCRIPTION DATE 1 COUNTY COMMENTS 7J8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 1 2/27/2020 µµ, '1�­"'."'111".�r.­"-.I115.lz .."'111,-.l1-1.. -1.,.l. .,1111. , _:�.,0III,.,-.�'� SCALE ENGINEERING owner: OPZ BERNSTEIN/CHRISTOPHER 2, LLC engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242,2866 e: mike@30scale.com web: www.30scale.com rk2�� T 0 13' . , _. ri U a- Lip:. No. 3:3028 02/27i202 ®,11 SIS I i� {1i`AI, L 1`7� _'.Jiii j �; - V(G 031v-3/-7v @ 2020 - 30 SCALE, LLC NARRATIVE COORDINATED WITH SURROUNDING DEVELOPMENT THE PROPOSED LIGHTING PLAN HAS BEEN COORDINATED WITH THE ILLUMINATION OF THE SURROUNDING DEVELOPMENT. THE COLOR TEMPERATURE OF THE PROPOSED LED LIGHTING IS 40K SO AS TO MATCH THE COLOR OF THE SURROUNDING PARKING LOT LIGHTS THAT USE METAL HALIDE (HID) FIXTURES. THE LED LIGHTING IS BEING USED SINCE MOST MANUFACTURES HAVE TOTALLY DISCONTINUED OFFERING HID LIGHTING FIXTURES. THE "SHOEBOX-STYLE" LIGHT FIXTURE ON THE POLE LIGHT MATCHES WHAT IS CURRENTLY PROVIDED WITHIN THE SURROUNDING DEVELOPMENT AREA. THE PHOTOMETRIC PLAN HAS ALSO MODELED THE PHASE 1 SITE PLAN ILLUMINATION LEVELS IN THE PARK AREA WHERE TWO POLE LIGHTS HAVE BEEN PROPOSED WITH PHASE 1. BASED ON A SURVEY OF THE DEVELOPMENT IN THE A, B AND C g BLOCK, THERE ARE SEVERAL VARIETIES OF EXISTING `" WALL -MOUNTED FIXTURE, SO THE PROPOSED WALL -MOUNTED FIXTURE WAS SELECTED TO MATCH THE CHARACTER OF THE z PROPOSED BUILDING, WHICH IS CONSISTENT WITH THE SURROUNDING DEVELOPMENT. 0 v 0 m PHOTOMETRIC PLAN LIGHTING NOTES: 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. 2. LIGHT LOSS FACTOR MUST BE ONE(1) AT TIME OF INSTALLATION. 3. PLEASE NOTE THAT THE BOLLARD LIGHTS ON THE DECK ("A" SERIES) EMIT LESS THAN 3,000 LUMENS AND THEREFORE ARE NOT REQUIRED TO BE FULL CUTOFF FIXTURES. 0 20 40 60 SCALE: 1 "=20' Luminaire Schedule Symbol Label Quantity Manufactur Catalog Number Description Lamp Number Filename Lumens Per Light Loss Wattage er Lamps Lamp Factor 1 NLS Lighting VSS-2-T4-80L-1- Arm Mounted luminaire with LED 1 VSS-2-T4- 29950 1 263 OB LLC 40K-UNV T4 Optics 8OL-1- 40K.IES 2 EATON - GSM-XX-250-MP-XX- MEDIUM ARCHITECTURAL 250 WATT PULSE:- 1 GSM-XX-250- 22000 1 283 MCGRAW- -5S-FG AREA LUMINAIRE - TYPE V START CLEAR ED-28 -MP-XX-SS- EX EDISON DISTRIBUTION HORIZONTAL BURN FG.IES (FORMER COOPER LIGHTING) 12 Scott Lamp S9366-1_16-35K-BA Rectangular silver metal 60 White LEDs 1 12262516- 1041 1 14.564 W Co Inc housing with white plastic 12262516.04 lens ies 8 NLS Lighting LIR-X-SYM-XX-22- Lira Light Column LED 2948 Lumens 1 LIR-X-SYM- 2951 1 22 A 40 K XX-22- 40K.ies Luminaire Locations Parking Lot and Building Lights No. Label MH Orientation Tilt 1 EX 20.00 2.73 0.00 2 EX 20.00 185.55 0.00 3 OB 20.00 182.17 0.00 1 W 10.00 274.40 0.00 2 W 10.00 269.38 0.00 3 W 10.00 178.03 0.00 4 W 10.00 180.51 0.00 5 W 10.00 177.14 0.00 6 W 10.00 177.14 0.00 7 W 10.00 177.14 0.00 8 W 10.00 177.14 0.00 9 W 10.00 177.14 0.00 10 W 10.00 177.14 0.00 11 W 12.00 93.27 0.00 12 W 12.00T 89.14 0.00 Photometric Summary Description Symbol Avg Max Min Max/Min Avg/Min Stonefield Block D2-Phase 2 0.7 fc 8.2 fc 0.0 fc N/A N/A Parking Deck Surface + 0.3 fc 1.3 fc 0.0 fc NIA N/A Luminaire Locations o Bollard Lights on Deck Location No. Label X Y Z MH Orientation Tilt 1 A 224.21 115.86 10.00 10.00 0.00 0.00 2 A 223.24 101.82 10.00 10.00 0.00 0.00 3 A 187.74 68.86 10.00 10.00 0.00 0.00 4 A 188.33 53.45 10.00 10.00 0.00 0.00 5 A 249.18 50.92 10.00 10.00 0.00 0.00 6 A 330.50 50.72 10.00 10.00 0.00 0.00 7 A 402.47 51.11 10.00 10.00 0.00 0.00 8 j A 253.91 122.65 10.00 10.00 0.00 0.00 REVISIONS # DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 2/27/2020 .' SUALE ENGINEERING owner: OPZ BERNSTEIN/CHRISTOPHER 2, LLC engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com G° Lic. Nu33028 02/27/2020 �6 C3'� I/lG 0340�� © 2020 - 30 SCALE, LLC FIXTURE "All LIGHTING FIXTURE "All CUTSHEET (I OF LIGHTING FIXTURE 1 OF 2) T 1 M r.Ef 0 0 cc 2 U W CD m LIGHTING FIXTURE 1101311 CUTSHEET (1 OF L LIGHTING1 L Tii m ..:.. A . _._. ` f3# k s i:_ t Cyt £_. +' S y,? OPTIONS, x fli:w it F,: # W5Y Y s,Fgm15 2 3`. 5 5 kt £ r�iF>.S)f'3,JYts:h14Y3ftli6bYaf4%� )) t Y` -'' .'.' �«.«.. M,,. 09, r y 3!. s .f f f z ff s f i Saw - HQ i E,a H I F, W s"'#ia s,#{ ,3i f it.HOUSE —'.E'f s-,I': ROUND Mgi ER. {PPA) jai fst+ fs i £, s••: ,..f.„g 33 ;- ,FLfv-.( s„ r, s .k f3. �"'^�:y w : k< . Y•: (pk,DP `�� t N .. ii P ,g RK.A[' F"A.•'L-i�Y t. t .{ �Hj f { f Wei { ( £. Pqq yy 5 £ t.. � f u £ t fk y ks 3` 4j ff 3 4 5 r; 3 ,>:.�f na f'% )'f .£ yks z r3„:;. .,.. 'f S s I £ 3 3k£!£: iiT..:;y `'0x', f : `18'A3s. iP is#"7. , ait'ci i#dFeff°rf L 5 L1.GH1,0i G LIGHTING FIXTURE 1101311 CUTSHEET (3 OF 4) LIGHTING FIXTURE 11 CUTSHEET (4 OF 4) 3 ; 5 � . „3 fsu: > s s d s ; � I SPIDER MOUNT { P ) r d. f # :iss r kL )3 5 fr S KNUCKLE E MOUNT I04I s F [ s r , t f � AI-L MOUNT (WM) _.:: .......... € € 3 T NMON MOUNT {TM) .✓'.. .. r�. ,fss€:£ f55. 3.,,><{ 6f ilr ::£S,S O i € NF" L r It o-, g f y 010, z: Oki ICK MOUNT BRACKET (WO) Remam, ,QUICK Mout-IT BRArKET 5 I DIRECT POLE (0P61DP1I) 3 S 3 3 � £3 a3> s r <x r NLS FIXTURE 11wh it PAINTED BRONZE (##BZ£t) f 5 5 , 5 M51'. ..-- .... ........ .. I- F #£ k pa 4> M"6 E ` <"''.. REVISIONS # DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 2/27/2020 FB SCALE ENGINEERING 0 �—A11..1, fit. IV S x I..ic;. No. 33028 02/2 /2020 k 1 S4 , 0 r 1 i 1 sheet # � n w @ 2020 - 30 SCALE, LLC FRAME & COVER (SEE FIG. S-1-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA --"W' V-0"' MAX Opl RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACE PRECAST REINFORCED �_O" MAX 3,_ CONCRETE SECTIONS 12 MIN "0" RING SEALS A-16" MAX MINIMUM ELEVATION T_ DIFFERENCE ACROSS M. H. 5" 4'-0" 5 FROM INLET TO OUTLET SHALL BE 0.20 FEET. 4 VARIES DEPTH OF FLOW CONCRETE r .'ILLETS CHANNEL. TO BE 3/4 DIAMETER OF CONTRIBOTING S E. E 127 W R.. A FILLETED INVERT FCIR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTL.ET PIPE SHALL BE. PROVIDED. MIN. 6" BEDDING NOTE W1 NO- 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE 5PECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, 2: THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T ' S FIG, S-I-A TD-25 SANITARY SEWER MANHOLE DETAIL ME. 8"MIN: 11N EMBEDIVIEN 11 7& SPRING LINE OF PIPE NO, 68 STONE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDINC 6 max 4 min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) 'N NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO, 68 STONE SHALL BE PROVIDED' 1WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED �ON A MINIMUM 6" BEDDING OF NO., 68 STONE * CORED PICKBARS !ye, 1/15" (29mm) DIA BOSS 27 1/2" DIA 1. it (699MMI 7' 26: Ile DIA [178mml [667mm] 26" DIA [6somm] 1/4!' (OMm) DA 2e DIA NEOPRENE OASKET [606mm] 25 7/16" DIA 5/8" [722mml [16mrn] 237 DIA 3[584mm] 6" DIA [914mrril 26" b1A FRAME SECTION O.D., OF GASKET GROOVE SECTION MANHOLE FRAME AND COVER DETAIL 1 1/2' [79.mm2 TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 SEWER PIPE INSTALLATION DETAIL I GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH., REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE, FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABL SOIL-, INITIAL BACKFILL --\\� 4,JM 11 "M W. MIN MIN ILAR FILL AS COVED BY ACSA STABLE ­tttL. OR #68 STONE I NOTE 1-NO ROCKS SHALL BE ALLOWED WITHIN :24" OF THE WATER LINES. 2. NCB ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL, 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER -PIPE INSTALLATION & BEDDING NTS 1`10. W-2 TD-2 DIP PIPE INSTALLATION DETAIL 6' MIN (270) 7 CQ, FT. #68 STONE PLACE .5' GALVANIZED " WITNESS " POST WITH /CAPPED ENDS PAINTED BLUE IN REMOTE AREAS -AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. NOTE: HYDRANT MUST 13E FINISHED GRADE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. -LENGTH Or BRANCH VARIES 0 2' TO ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID 42''MIN 6" GATE VALVE TEE 2500 P.S,I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL PILE RESTRAINE I D JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A. STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT, N (ATE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM. THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE 15 ALLOWED IN SHOULDER, OR BEHIND THE DiTCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING; GROUNDWATER ELEVATION, IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T<S, FIG. W-4 TD-B FIRE HYDRANT ASSEMBLY DETAIL FOR ALL BENDS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. NG AS FIRED SECTION 1-1 1 45' cjX LA SECTION 2-2 PIPE DEGREE BEND DIMENSIONS I VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD- (FEET) CUI,YD, BEND L H T L H T 90 2.50 2,50 3.01 0.24 4,, 61, 45 2.00 2.25 2.60 0.15 2.00 2.25 150 015 22 1/2 1.50 2.00 2.52 0.10 11 1/4 1,50 2.00 2.50 0.10 - 90 3.66 3.16 3.21 0.48 811 45 2166 2.66 237 0.26 22 1/2 1.66 2-16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 t,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 2.813 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1,83 2.33 2.84 0.18 1 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE :. CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 21. USE 2500 P,S.I. CONCRETE. . 3, NO CONCRETE SHALL BE PO URED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL DE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL, THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG; W-3 TDW CONCRETE THRUST BLOCKS DETAIL I '_ - I M.J. GATE VALVE 295ono, Rs.11. CONCRETE 2x 2' BEARINO AREA. THRUST BLOCK 4 4 4 NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE, NTS FIG, W- 5 TD-9 GATE VALVE DETAIL VARIES VALVE BOX TO METER BOX (SEE FIG, W-6 THRU W-7E). N�"-2" COPPER VARIES C WATER MAIN FITTIN 4" DIP 41" PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED [3y-rldEACSA. • SERVf,CE LINE T0,CONNECT AT MAIN WtTHX"yA" TEE. • REFER TO FIG. W-3 rORTH ROST BLOCK 6ErAILS ON TEE. - REFERTOFI.G.W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER 0 GATEVAL. 14 . VF a NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT, USE PLASTIC SHLETING, AS PROTECTION FOR BOLTS, * USE 2500 P-5.1. CONCRETE LARGE METER SERVICE LINE NTS FIG. W-SC TD-12 LARGE METER SERVICE LINE DETAIL REVISIONS # DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 2 ACSA CO M M E NTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 2/27/2020 RSCALE E N G I N E E R I N G ....... . . . . . . . ............... .............. ............. ...... ..... ........ . - ............. - .......... o" t m1 "� L F, i s Lie. No. 33028 02/27/2020 s 10 SAL ................. . ................ . .......... ..... . .. . .. . ........ .. . . . . ....... ..... . sheet title: ACSA D ETA I LS sheet # © 2020 - 30 SCALE, LLC 2 4 N N rQ-- HN END VIEWS 1 '0" TO EDGE OF PARKING ST a ca ti U a U N O m N 6 1 i/2" GROUT HOSE FULL HOLE FOR 1 /2" STD. PIPE 3/4" DIAM. REINS. ROD (OPTIONAL 1 "x3" HOLE) c5 1/2 DRAINAGE DRAINAGE OPENING OPENING " 2' 0" (MIN.) 1'0" 2'-0" (MIN.) 1' " 7'0" (MIN.) 8' 0" (MAX.) 1 /2" STD PIPE OR 3/4" REINS. - SHALL BE PLACED PRIOR TO SURFACING OR IN A HOLE DRILLED IN THE EINISI-IED SURFACE WITH A TIGHT FIT OBTAINED BY AN APPROVED METHOD, OR DRIVEN IN-10 THE SURFACING ELEVATION INSTALLATION PLAN 1 /2" MAX. CLEARANCE d d d 2 #3 2 #3 3/8" TOOLED EDGE (TYP.) SEC T I0_N 1 =I`fPOSHED GRADE I I ^f 1 \tX AIR REI.FASE VALVE— 4� BRASS OR BRONZE PIPE ��-, � *.�.�-i�'�33���'� VALVF OIAIfI °IC3 ORBS _- IF POeS;IaL E '� BIB:I4SUPPORTS JR SOLID CEMENT BLOCKS "—CRUSHlEO STONE t ;T'YPE „ " sc COPPER ­-,—CORPORA-PON STOP �J NOTE.; 1) A. >' RE AST MANHOLE CONE AND COVER'''MTH WATER CAST ON UD FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -•-TRAFFIC. REAS, OR APPRCi� l) E�IIfd�L SHALL :BE USED. 21) FOR WATERLINES .SIMALMR THAN 1 '.USE:A 1,, A.P,V, AND FITTINGS.. FOR WATER; LINES 12" AND 1_ARimI� t. SE 2." A.R,V; AND RTTINIOG. IN SITUATION WHERE THE ARV. A!3SP FILY CANNOT BE OFFSET rR*O,J THE IAAIN AN ADEQUATE FOUNDATION SHALL BE, II�ISTALLED SO THE WA`iERI LINE DOE NOT SUPPORT T14E M,AI-41-10LE GONE',, AID RELEASE VALVE (ASV)` TD-0 1 Oki�, IS T i FINISHED GRADE IT TRENCH REDUCER 4 A: --2500 P,S•1 CONCRETE THRUST BLOCK UNDISTURBED SOIL A � 18„ MIN. u P FRLE VIEW UNDISTURBED SOIL - EDGE :-0 OF TRENCH ��" MIN. �......—_ _—�_--_`.---- -- _...-- �------------ REDUCER 5k1 MIN, d' d A Er. 'q a 2500 P.S.I. CONCRETE THRUST BLOCK—� ` € ' MIN. _...-- UNDISTURBED SOIL EDGE .� 24'r I�iN. OF TRENCH MOTES. PLAN YEW' NOT TO SCALE NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE: PLASTIC SHEETING AS PROTECTION FOR BOLTS. 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. �► 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE: ACSA. • CERTIFICATION OF 5% COMPACTION REQUIRED IN TRENCH. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG, W--3D r BLOCKREDUCER THRUST MIN.. 6A MIN, 44" PAIN,td (22V FOR COMPOUND METER) - te MINA 0` "' 37" MINA y , 12 MIN, WINGNUT LOCKING ASSEMBLY ,4. BYPASS NOTES: 1. PROVIDE A O" THICK GRAVEL BED BENEATH TITLE: METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR--IN—PLACE VAULTS SHALL BE 4".MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND, TYPICAL METER VAULT )t METR) NITS FIG. W-7C FD--16 CRIMP AND ROLL END OE' COPPER PIPING COPPER PIPE TO BE VE.RTIE SHUT—OFF CORPORATION STOP 42" . MIN.. 24" MIN. TYPICAL SERVICE TAP ABANDON. ME�T Ali ............ REVISIONS # DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 2/27/2020 w' SCALE ENGINEERING owner: OPZ BERNSTEIN/CHRISTOPHER 2, LLC 4 Lu ��.'C � O ic.No.33Q28 02/27/2020 Lu Q r v w e w' SCALE ENGINEERING owner: OPZ BERNSTEIN/CHRISTOPHER 2, LLC 4 Lu ��.'C � O ic.No.33Q28 02/27/2020 Lu Q r v w e @ 2020 - 30 SCALE, LLC LU 0 Qj aj Q c a V) Li z 3 0 0 co a un un m ITL CAP aCREI;i TREE ORAXI HALVE :80LI 0 TOSE THE� w < .fi t 't: 3 ,c, 31 '.31t 4L . ST�. . HE;<, BOL Ae°IE HEX,. NUT wax 'N1-,sHEp_,S I -tt sh.. �s.. a'T i x C k f 7: .r I e-^s: VARD LUGS :(2) 80 T SLO PS -` 33 Fs REF: O742 5Q Wy G- 1 t2. _iXA E B74 .1CLT* OK�,NIN( MITE 4!305 Qa','0 P.AATFRIAU CAST - R,'t' IR ld ,t a: 3+9 #°, !bz Pi S I ",.QT j AMTEP y�e€KbEi: 2-2. ET a E Tap, fir�.0 S �,;:• ai4:2G Al . i #a s'9a z r r J- 1 fi JA,l,I4.«d ,Iv Atom TREE GRATE DETAIL USE NEENAH FOUNDRY TREE GRATE R-8742-A1 OR APPROVED EQUAL 20116E ROA0 &: 3k;,[)G� SiANIDARQS 04DICATES CHMNEL WHEftE WIRE MESH MWOACEMEW Ea NOT`€€EOUMED, f eaL's x€ ,< Dry r, AS SLOPE$ AS SHOWN ON T 4Y33_£ ON PLANS I: t# FZ�P HOLES a. 3" DtA, 0 H'F =C � Ltr I ,' N �. E . FaP te1335t�iiE�• F'Cift. E , � T f1 W° TiEF.'DF4aR M N SECTION . N A -A COWRCTE TO BE CLASS A3. SPA Ni@l RO. ",',,'MA ;EDTIOFt € € I F' a: SMOOTH BARS a 121, C-C LOCATED AT &L DOTS 1 N t�f�. 1E. Fri` L. EtlII>a ��F 8742 :. 2 f- f t E 2016 ROAD :& €3RIDG- T61NC1ARC:t:5 - ® BARS. A MD t HARS A TO BE FOR PaO_ BAR- - ;: - _ SH A A I f- _ I I ' r r ELEV, PROPOSED DR. E�kSTRJO :WALK. YARD,. ETC. efjaEi EFt TO BE �. 12<° r a' I � 8,A1't,B - �iMP A NAft D>f1WilEfd EACEE' , �;A w LAF�€. EFaO A... ti�t�i�r w ti BARS 0 4 Y T,Ei€i0 T, f < $£ v fl:5Fs3 _ FT, t r- .. ti �T I + 12 fFi4Adti4 TUi3#RL .Vf�Y! ET 3u aEE€E THAT-. s _..-. .> ' fl E T: GE AL3S to s r l�mta #� �. G < if 5 at.... _ F _. Oi£ SHOULUM, 27 e n; : 5 . 'i1TUT€3`:O .S" OF ii�: iT 3d`€ :{3i EikT .. tA.,EJ�� .. £}*& P � �!' . 131 y SEC Y 1.04Ti� W 1,a�a64AE 1. 4. �aii4Wi4 iF i, ..,� 27 a T� 4t '< INgiCAfES 3i3TAC: YGLtStrbe" {3E STEPu'V C£,3fK, Yt�ii3S: yj V . V $ Vq N➢iCATE ELz €AE14TAfiY 'YOd:tlw5 h Efi IN C{}ttPUT41t3.r V. t :€�»$-:x N*+� ::N*•.! h .......... NgaJ tdmilT Pi<}3 le `l Dka _ :. ,,, -E->, iM �EgiGfiiE�:t�FSF€ Y`liC1$N:OF `a7£Fz�,�E. FP�T ii�TEN _ SEUEW v7 L5,> w .:a° 7 z fiE50Tc� n e c vz -y -' tT7CLAT.,S €UEft P ;D ti 5 I�f ..>xT LL.. 10 El. U«lYE `"v ? PTR ?D) AND W,*TH tYf1 TO BE AS S€ IOJ+E OFD :Ex tEVS SSE C�Ep}S�r,;, W - 4` �5 � 7 f �. a 9 t0 �* A ,,a,' KEEP. HOLES IifiE TO BE F# OVMED € N ALL sFf.ANNUS WHERE W i5: EQUNL TO OR � FsE TEFC:THAN 4`AND T3 IS EQUAL TO C GKATER "THAN 2'.. €€ iFiflwh7E�`tEyDtsi'fhF CAd7�d:�F �aCtiES, fEs f3.tit�i1 «$" W . �,: � 7 e �F �. }G iF: t2 €2 :J ATEa lcDiC H Ai2 R EPi . a t .. D T fJF R a 'S: t2 ' i2W $ I : ri .'}.£.�Si-€ f}R:..G.�idA1'3EZED:::sT£_L iF£L. HOLE YiITfC 12" h #2 . LA,x?3.-.EkRDSYe G! 03' li 1€ If - � LENGTH DF AP3 Gt ER EEXH 5 3. * 3 t # 1�" F 3 «A€ Ei E 1 d. WPffE. ©€ALfFTFR t3,03� NCR< NUMBER 4: 1,1€a?L7ttfAitE DLCiTFd Ai4CF€FY�ELD Fes€ d TO Th€E. T" €;AF,€7R¢i i3 i0 H£ PRt710ESi FOR STEPS HA/�a0 Ti�� 4R #BORE Ai ERS, iND WILL MEET THE BOTTOM Cif' THE L gx%1110_. CONzRVV3= _S ... :., F . ALL 3'Ci BE L4CA7RJ A L�fD<F10 F5 'F�$ ;�' FR4iV£E7EL� W}#ERe #2: tiiFC MORE ',�FFiP:r } ,RECiiERE6: t' Dfi S"f. PB LES,y THL+td 4<A itC€'EE5 14133E HA1+1NG 6tJTN S0_� ED#DEDSEp, AT '_£A:FT �`aE ;NR#9C,. Goa€NG'A?Q END OF,AL_L r P€it t7 E 5i C Lt, ! iv Tfi 9E W t FOOT X h FEET. MEFEERRBE_i Q� 4 Ti:t REGRJ G3 E�B�t:�E3Gt 1G,. i9 Cfid TF#E LOW SEE E.KPAI'3�dEOCtE kE04iT' 2, ON STEPS LE.SZ YH.M 44 IBA WEB W10E. Nr"'•;�A1:+iG �Og 51 �I3F'K 4t`#.�: HN0q.NL O£'v V,':H SwiM fj' S lTE.hi MA`, ' PRED 4aT Dti CAST € E'LACE, . ,3q3 STEPS LESS THAN t4 €NCHES. dt [ c f4k �3NC '20,Tt4 SIDES @PEN t FlzA10RAaL iN El G f S€DE: to w�Tl TO tLA € a PLACE, , 40L'tl sP r A r; FOR OTKR 3aHS TH�•PFfRD:C1AA3E =�AC�tG FiF BARS A 4.ON STEPS MORE 11€M 44 NOES •tTE BUT LESS TM €kr0 WS;ffES WIME<ONE: tsAPFD"NL OFF ',DJ IDJ,;kk5 WILL E%A.L TD $Dt.N 4`t}TH A is MMUM 5F:ACINC OF ri', EAC,`a``# .��#�, ' DA(FOt.a BMS fU: k QS D. Eti E4t5TALLA`EIQNS W. - 6 OR MORE sT e .: `5, ON SE 02 MOW'.€UC7ES V;JOE"Q* E iial'#i�#AL cACtt M. A CND-.�PT£t3td£CfHCE t�t3[7itF3E: FOR TASULATtON . uONC.RET£ M ,T€EL ©UNUIDES SE8 SiiEET 2, LOCATED APPRD)aMATELY WCFWAY OF THE WIDTH: SpGr 1anAa M{) SkE ai y� STANDARD PAVE ryCHESTEPS A . STANDARD •a x T 1 (3F t: R£YI EON DATE 1 EY1 xFN ETFtT ET �f RGINIA DEPARTMENT OF TR51 ORTATION 6I72 ARO"A 37EPMTMENT "f'' Tf aP RTATION Bt3'i�t3: VOT STD. PG- VOT STD. Sm2 (STEPS ETAIL) NOTE: TO BE USED FOR BICYCLE RAMP CONSTRUCTION ELEVATION SQUARE YARDS PER LI€ . FT., OF PAVED CHANNEL c;Ec 14 S*F, SLOP€I _536 03 648 %7_1114 u,Hf-D 0 981 s2 4,243 1,344 t.4 L5 i .s5 3.982 -£li; F<f 1 9 40 1117 !'09 1-T4'`€ 4 3<',_._ Fi.654 t,155 €.276 3..3Ef'A 1.0#9£8 . f t549 'i;721 't,A132 1,(34.' 2,04- 4': .I F,U53 €1479 1.59L# 1°70 l.at;a." 1-12 2,035 'F: 46 1.9#� 2108 22f9 2,3>aTt1 2:44F: 2 552 ° <7i r 23.if 2 kc2:533 2.644 2.7�a 6E13 2,a77 3,Z3 3<2k3f3 3,3#1 t': as Z 73C t,$415 25 3,D7D 3,1,31 ,1292 3.403 3,r=14 3. >5 2,94€1 '30D9 ;3.16� 3,213 3,3SE 3.495 3,tD> 3.717 3 3.93g ft1° 3,254 3E5 .347E 3.5fl7 3.s8 3 Bi€$_<92D 4.r332 4.ti3 4.2, 1.5riF SIDE 51OPE5 L178 1.290 t t,401: t.SF 4 1 fY23 3 #_135 1. 4 � T ,357: 91468 1579 LP9E9 5 fbtll #<912 � r 1,714 :T825 1.236 2,t€4? 2.f58' 26ft 2.3Hf) ipj ITFO- 2,714 � ' 2 fE� �< ��� 2:si1 7 �,�s� 1 ,, .ik13 3.lt4' 6' 2,535 g E�6 2.'737 �. �4� 2.9 a9 3 074 � 161 a .,>103 3.dU?l o 3 t5. .,� .9 ,, ,.,CT27 3:f39 3,249 3,3&tl 3,4.1 3P5f�� ...693 �,11D4 3.9.5 g' 3.;T6 3,427 ;,SSf1 1649 3,it* .3.872.:3:98#3 4:00 4,255 4.3% 4.434 4,6D6 4.717 345 A.f17 4.2�8 4<34ff °&.4.,1 4.5�i2: 4.873 4.784 4,NRJ 5,W6 5.1£7 a° .H 4,7t9 7,539 t"i>94i 1 ,D52: f F. G4 F:27:t i. 35H 1<497 <° 2` f. i' t,211z €.327 1:43� 1,5k8' 3.H6db fn'i72 t.$R3 f,854': 2,€Ct;,: 3 " i.?is t.3„4 e- 'E.93,° L,D-& 2.167 1<20 2.;i$ti 2.491 E,64i2 A''.ts9D 2 2FQ `z.32E 2.437 2,5#3 a.H54':2.7D�5 2:,H7Fa 2.96H 3.09 5` 2,5135 27iE7 2-818 2,92E 3,04.0 3-i5t 3.2,6Z 3.373 3,4a5 3.596 3.wo 3.204 3.315 3.4 7 31648 3.759 3,870 19$1 4.093 �» 7' 3.50 3,7C1 >3:@52 u:£2:3 b..034 4_#45::4:258 4.367 '4:478 4, 4.f1 -4_'€�7 •3fl� 4 4.2D s s �,�31: A 8>€2 f�:7Y3 Y.£€6# 4,973 5.088 9';,,,, 4.583 4.s94 4,f3fiS 4M�t:7 �,fJi'6: �a>7�9 3:,�T�fJ a.36F i 5<472 5.�ia +tl HANDRAIL - VDOT STD. HR- 1 L (SEE DETAIL SHEET 21) PROVIDE EXPANSION JOINT AT HANDRAIL - VDOT STD. HR-1 (SEE DETAIL SHEET 21) STEP/BIKE RAMP CONNECTION Id v a . ®' ® ® v BIKE RAMP - MOD. VDOT PG-5 TO CONNECT TO ® ®v ° a ®® v • ® ® ® ,� 6" ® CONCRETE STEPS -PROVIDE DOWELS @ 8' O.C. a ® ® 4 v - VDOT STD..- S-2 •Sl°AIRS . ®' ® ® \�\ ®® " �� PROVIDE CURTAIN WALL AT TOP AND BOTTOM OF RAMP II AND ON LOWER END OF EACH EXPANSION JOINT I NOTE: PROVIDE HANDRAIL ON LEFT SIDE OF STAIRS AND AT RIGHT EDGE OF BIKE RAMP II -------------------------------------------------- ------------------- I I I i I I 1 I I I I I I I I I I I I I ---------------------------------------------- ---J RETAINING WALL PERMITTING SUMMARY 1. RETAINING WALLS "A", "B" AND "C" REQUIRE A SEPARATE BUILDING PERMIT AND STAMPED STRUCTURAL ENGINEERING DESIGN SINCE THESE WALLS EXCEED 4 FEET IN HEIGHT. 2. RETAINING WALL "D" DOES NOT REQUIRE A BUILDING PERMIT OR A STAMPED STRUCTURAL ENGINEERING DESIGN SINCE ITS HEIGHT IS LESS THAN 3. 3. RETAINING WALL "E" REQUIRES A SEPARATE BUILDING PERMIT BUT DOES NOT REQUIRE A STAMPED STRUCTURAL ENGINEERING DESIGN SINCE ITS HEIGHT IS LESS THAN 4'. �" CAI?tip; CAP BLOCK ,. 7 Jr I F BUOU'RS FILLED ,"I€11 #57 13T N 4`+ EPFOPATFF) r PIPE (0P D 1QI`, A1) I'IAND- €`"ML It. AC OTy,,OAN E CODE P057 11; LE'l' �RA _ NOT BE A7.1$aI. RE-D ..IMPERM A LE FILE RE. IIF:€���F;E FC:[-' IzYrIC`AGI; l ILK f ` _f1 s F^'f ti 4 ,TONE) SHALL NOT, E U-•ED FEL OW DRAIN P T 7 €T fI`4E LEVEUNG CAA; NOT FOR CONSTRUCTION i'x.'` ., .� -,<: P ,a::,y, A.L 0 N "0.,`4 Fr'.< -.a : .<-'4G'R ppy NOT '3)CALE P-4PERMEABLE. FILL P ¢ r s e_Iy 3' .IsPI 3 R pg fir-1�+!'"t: �'fSTF53 OrGRID i S CI FORM, D F11 I;: I GIEPPILE { `N'00 LAGI]XSI(3 ,. B IIII}t 1) PILE B A C K. Ix L:Aa I E E'SaE LI I G, Pay',D � NOT FOR CONSTRUCTION T YRC A L "-a C T I t �I III ' L..._ S *'TYPICAL RETAINING WALL DETAIL FOR RETAINING WALL "All RETAINING WALL DETAILS ARE SHOWN FOR SITE PLAN APPROVAL INFORMATION ONLY. SEPARATE BUILDING PERMIT AND STRUCTURAL DESIGN IS REQUIRED FOR CONSTRUCTION OF SITE RETAINING WALLS "A", "B" AND "C" dN .FNr:?Nffb£%:K?<!fSFHHfN�%n}Y�hYHSf.9FH,PHfi,Kff,H'h5£HffYh�:t�:Y+?.9:#kPJ�xf#NfFPH{#HffW.'f�.. 1-877-903-7246 : Fu1Y43` %oT Yi ►t6T#I31ijd[}Ii.4. m x ®, SolesR-49"-CX 7' s F ii ' f ,.. � ICAO �. i1�i. �.� ' E ( �. � �. a����fe Heavy Duty ` _ etifl 1116il>-iae� Enid JI= alits TRENCH AI GRATE ETAI L USE NEENAH FOUNDRY R-4990-CX (12"-WIDE - TYPE A) OR EQUIVALENT NOTE: RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS HT EXCEEDING 4 FEET IN HEIG HT G REQUIRE A STAMPED ENGINEERING DESIGN ALSO. Ad 13 ;- -. tE � fft s tf f f rr 'Vh S r 1 ?sk..t€:a"<:f e✓.:s,r3} / 'c / .Cl'r }fi ,+•'`"k €t» s':: FE: ",:: .'. r {Y ,.'mil/ F''�' /�w ,�% �;. ��•4��/_.°: $f€,3?::€s' .. : ., .. , y'6 , lP,:! :_:., /,' '�� ..,:.fig, / >,?!,* ';•,F`/',.,:,r. / FF f� i.. <:. p Y. F t .1".: { r. 251 fi .a s3 ,+s r" R, Rt r`alss:f fly - x Y _ a- (( F 3: r i _. h .. ':NOT FOR -CONSTRUCTION s ?' y ... .. f t 1. ,..:.d': ..,.y., - s � S r. Fia �u.3U 4S.E-i f Y3).E�° tvi�1 ,y�yi� I y" / b, is idiT,t FCIf 4€,?.<Y wk 3gm.ed Fit 1 a€ TYPICAL EINFORCEO ' A.LL SECTION . .... .... ... .. r ..... ff ::: .. ��Ii-ra'�.f;# i9 I�,${S$f tf'Sfl a"f:{3 €Ik F}£E t'() 3.f F f �E#� F f'4 i`f ?�P .{,S i ! 3 f,: €!#f 63F, if.(:it Y.}K)f?£ f ff $€: 'i�$ S 7' a '":f$I Ki _i 4}Sf f}i I fFt F'953:. :- � {i£ii a€3t}Ct Nl:t if N f }... 'ri$ $ PI+ �itN;. {' •3 SA 4* 3_sY,RktE £thy tf 55 FR 1 :£13`d ift }E°t} �I'i3ift I#t is[E f E? $iAa tv€6x s`k: 3 45 - ..-:. t€ z+ , at yrr:Er tt-�.{.r�,tF Eti* s?;?1 �=a€1€v, a r)r:: '�Iv., ..::.:: -::::- ---•-- :. Ef# ks f4t i # s €..#sf .« 6.3E €,ht€ff:t: , wfiti aiEy V4r: *TYPICAL RETAINING ALL DETAIL FOR RETAINING WALL "B" A "C" RETAINING WALL DETAILS ON THIS SHEET ARE SHOWN FOR SITE PLAN APPROVAL INFORMATION ONLY. SEPARATE BUILDING PERMIT AND STAMPED STRUCTURAL ENGINEERING DESIGN IS REQUIRED FOR CONSTRUCTION OF SITE RETAINING WALLS "A", "B" AND "C" REVISIONS # DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION J7 2/27/2020 SCALE ENGINEERING owner: OPZ BERNSTEIN/CHRISTOPHER 2, LLC ELT 0 Lic. No. 33028 02/27/2020 ' CtN, A I,' sheet V e_ a3 /v<7/2� (D 2020 - 30 SCALE, LLC rr, POU EPA DAA — — - -- - __ ..... .. --- ..... . ........... ................. . . ..... ....... .......... ... .... ......... ... ........... . ..... ............. ,III ru.) I vvi I n I r lIDE, WHITE REFLECTIVE TAPE IAM STEEL PIPE JT POST REFELCTIVE YELLOW GRADE POST IN CONCRETE INSTALLATION: 1) REMOVE EXISTING STONE AND TOPSOIL IN MEDIAN 2) EXCAVATE MEDIAN TO A DEPTH 12"-13" BELOW TOP OF EXISTING ROLLTOP CURB 3) USE HAND -TAMPER TO COMPACT SUBGRADE 4) INSTALL TYPICAL SECTION IN ACCORDANCE WITH VDOT CONSTRUCTION STANDARDS AND MANUFACTURER RECOMMENDATIONS. 5) PROVIDE 4"X4"X4" PEA GRAVEL DRAIN HOLES AT OUTSIDE EDGES OF 4" CONCRETE LAYER @ MEDIAN MID -POINT AND AT LOW POINT. r--TOP OF CURB ............. . ..... . ........... EX. ROLL-TOP ID RAIN HOLES CURB IN BOND (SEE NOTE 5) STREET MEDIAN 3-1/8" THICK BRICK/ (USE EX, CURB CONCRETE PAVERS AS FORM FOR 1-1/2" STONE DUST CONCRETE AND uvj) PAVERS) 4" CONC. (3000 PSI) 0 a. 4" AGGREGATE LO 2 co Lu V) R MEru"IAN CROSS-SECTION,, BOINVID STREET REVISIONS # DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 = SIGNATURE SUBMISSION 2/27/2020 IifCENERAL NOTE:S: �fr AY IIIIf Y T H opt I4,� Fr,, U_, �_,E NO, 5 v, cc 1�. IITYPE A jZ PV" F IF, T TF PERPENDICULAR W 1,�) H, 9F T_F _9, IIIII-------------- IIITA PARALLEL A IT Q� 0,, Cklk�5 T L LMV� W T:� T K; I�,w As, Top OF TYPE Cr PrARAij,fl PERPEANCULAR .................. ----------------- - - - - IITER IA7 J- I, 't W3C�, IIDETECTABLE INARNING DOME INSTALLEo ON A RADIUS. DE TAIL DE-TECTABLE WARNING DETAIL ICG-42 DETECTABLE. WARNING SURFACE 1,0ENERAL. NOT ES) VDOT STD. CG-12 (1 OF 3) >-ROAQ& BRIOGI� STANDARDS A. II.................... TYPICAL DESIGN IA. . ................... ITry PE A INITH BUFF E Rr STRIP MON A�A SECTION Br r 'a E PLE INSTALLATION METHODS ,N 0 T E SEE PLX,45r FOR LAYOUT W �f IT r. I. . ;�Mp 4. Pl_N'lr.�j�",,'_,.'" t� AT INTERSECTION WITHIN CROSSWALK �WITH BUFFER -xw m-r CG-12 DETECTABLE WARNING, SURFACE iTYPE A (PERPENDfCULAR) APPLICATION VDU'--%T STD. CG-12 (2 OF 3) AI1 T --- - --------------- ............. I- — -------- FER VATH DUF $1RIP I3 1- I, A f IIL to l4fTH0U T RtJFFER '$TRIP & -- - - ------ EXMIPLE INSTALLATION hiETHODS SEE PLANS FOR LAYOUT - — -------- I-A JN A f.......... III............... ft %I 0 T 'S ONE DIRECTION ONE OIRECTION W T H BUFFER STMP lf�ITHOUT BUFFEW STRIP .......... I 4 r L E L IU �,t r ITYPE B PARALLEL AP PL. I AT ION It - - ------ - I— - --------- - — -- - ------- II-------------- ------------------- ---------------------- ------------ II-- -- - ------ I..... .... TWO 5MALLER R,AJD0 ITWO, DIRECTION L E ADII -------------- .................. - ----------- ----------------------- - AATP',OtJT BUFFER� STROP waH 80F�FZ,R­ STRIP CC 12 DETECTABLE WARNING SURFACE ------------------------ -------- --- TYPE P; (PAr�ALLEL) APPLICT�QN IVFU-%OT STD. CG-12 (3 OF 3) IDGE STANDARDS T1. IIIIIfITO SECTION A -A METHOD OF TREATMENT IN DROP INLETS '41 H Ilie, 4" 5I ".11AM;�M".f.? ID IItl'U, 9F IISECTION B-8 PLAN .METHOD OF TREATMENT IN MANHOLES XVDOT STANDARD METHOD: OF SHAPING IIMANHOLE & INLET INVERTS VDOT STD. IS-1 201;63 ROAD 6. BRIDGE STANDARDS NO PROJECTION OF PIPE ABOVE GROUND LINE ... . .. . .... I x 2��1_11�1 I-, EF IIIIli. zjj "T IfIN� V li�? u,; ........ ......... MAT x ---------- ........... 11 OF H MAX, TOR NORMAL E. AR T H FOUNATION ROCK FOUNDATION FOUNDATION 5 r OTHERWISE UNSUITABLE MATFRIAL PIPE PROJECTIM AD OVE GROUND LINE - ----- ----------------- I1;� L .......... . ... . ........ - - --------- ... . ..... . . ....... �� ......... IIT i IIfFOUNDATION SOFT, YIELDIN ORMAL EARTH. FOUNDATION ROCK UNS . UITABLE MATERW. TV INOTES; IIIINSTALL. OF PIPE CULVERTS AND STORM SEWERS CIRC., PIPE, BEDDING AND BACKFILL METH 0 "A' IfVDOT STD. P13-1 20, 1 6 ROAD BRIDGE ' TANDARDS . .............. IIII IIIIIIIIIIIIIIIHR�l TYPE 11PEDESTRIAN RMLING F, UU. CL IN�' GRIPPING R:AiL DE TPJL IAR T H FOUNDATION DETIL R�T QF I4' c YAYL IIIII I-IR-1 TYPE I HANDRAIL I_I� .1_`Il,14._!_ tlE. �N ;�� OP IIIfITIj­ IIP3 HR TYPE 1 1 im 8 [C, YCLE RAJLING VE)OT STANDARD HANDRAIL METHOD OF LOCATING AND ERECTING: 2016 ROAD: P� BRIDGE STANDARDS NOTES, L _HKI ffr&I. MAT Elf" PRE AS,r 30�,­ I;5� J_M,3 IIII ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED — - ---------------- - CURB STANDARD 8" IVDOT STD. CG-2 2016 ROAD & BRIDGE STANDARDS NOTES:t :�si IF Nitigpi Alj�fi . ER ISFU�T� A75 r I— ----------- II J CA COMBINATION 61. CURB AND GUTTER VDOT STD. CG-6 NO� 6: GALVANIZED STEEL STEP TEP STANDARD STEP A! VDOT STD. CG-6 ICAL SECTION: QF IT 5� ;,�,AST IIT I SUALE �E N G I R I N G ..... .. ..... ..... . ............. . ............ . ......... . ...... ..... < z ..... 0 LLJ Lu Alllll� IL rN Lu CID z uj AMP& Lima Iz --Now z 0 -.40 %J r ..... uj "Mai ..... ..... V) ..... LL. ff III LJLJ LLJdopp— F V) Lu L 0 . ........................................ ................. .......... .......... ................... ............ .......... < ............... I ............. 0 M. .1, F, 1-ic. No. 33028 02/27/2020 12 U ON A L V�r v @ 2020 - 30 SCALE, LLC i 30.0' A n, 20.0' SU-30 -SINGLE UNIT TRUCK OVERALL LENGTH 30' OVERALL WIDTH 8' OVERALL BODY HEIGHT 13.5' MIN BODY GROUND CLEARANCE 1.367' TRACK WIDTH 8' LOCK -TO -LOCK TIME 5 SEC REVISIONS # DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 2/27/2020 0 30 60 90 SCALE: 1 "=30' SCALE ENGINEERING owner: >` OPZ BERNSTEIN/CHRISTOPHER 2, LLC engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p:434.242.2866 e: mike@30scale.com web: www.30scale.com 0 MI I< F- Iv S Lac. No, 3302€4 02/27/2020 sheet title: TRUCK PATHIP,41G PLAN sheet # scale: (D 2020 - 30 SCALE, LLC Vi LLI 1-- 0 z � V) �; l -0 . Q) - cl r- V) LZ :5; < z r, C) q 00 1-i � = u LLJ -1 < u J) 0 rl) N - - 1� I ,,, M--, I 61�ltllj%.W V, I-T��- ': ��,c;l _-, - ,. ,I I . I ii,A,�i �� , jr � .. . , . 'I, , , " :/ 11 � ` f':0l-liS1�V i�ir ALBEMAVI-E, Mq),artlimm I nr f, , "mi,iminliii). 0i,kV,i:.I,ljV-5k�w� -I'Wft-laf,rit l���$����,,N,,��q,�l'�V,i,,�,�,,, I I I , 1,������k,f���.��iff�i'�,,i4,,-,��ji�i -'!k�04"f�j,ill illwfw. 14"�:i 1 ,1)ii-M:,U .. 1`�l,I-41435 1-4lM .--1-1-1111 ............... -------, ..... .............. �..��,�����������,�,,�-,--�-��.�—��--"---,-- I . I M-1;l,ki Z3,' l��-,'. Iv'.li?,�l'i t.?"-v ' 321 V� Mili:i) S, , sujIM, ;IW CNJ�1,0s:i�,,j; ijie. Vla 2"n"O'2 I RE� ZMA20110C)OT At I bE,�)ct��,s��,a,Plai�o�Sto�ie,fit�l�I Pmffler Amendfmoit I 11 . I I I I �� ;- I 'e�, I'll. . I , 1. :, -� ,M,Af-�, �RAS' r-',*: �ri�i�,,,,,-.,)-��n��""��-,,�i,�),�,,o, i,,-' 1vkl,-,.,m�,,m,X1! 0,l-�,�EO-line It mll�, D�lll I �'��l�k,�?���-f,,,�,-,,��,-,',�-',.�,�,��,.�,,,�-,:,,,�'ji�-,,,,,�--�l-r�-�',',',�-1,�,�,�,'��, ,,"�',',',,!,,-')',�,��,�z�,�')'�"j�,',�,,"� -,,�bi:I;,A,4--,c�, 1, , D-1114 11 11 Del, M--, Lc,----.�] I yh-�ii ltn��l",! "'ll, ,"3��i�,�,��""i,5�i;,,i.�"i�,�f"��,i�,�I ii-le ilk,��,�,,t� m,,'-�,Iiiirrued ,3,p,�:��,.�",����'lio�,-"�,ir;. %itiiilll�!- 14, :2012 ift � I 11.1 . . I - I . �;- if,! � -1 l%;�a�,��Iiilq�-�iz� l.lmfi lIie W11.�,,,,1it,ki,J ,v,o`:r�um d-,,ii�,�i� M,arx,h � a, 2l"; 1Z Pl"i��ii rel,,i� ; iii S dl-,,��jl� Hik:r', l�i it ,; � . I I wl�, i"llu. ill -p� ckf� l-�rm, -,fll r�'��',4ii�etl r. . , il �� ii kl kx :m 1H,- �1 l,;�-��y� . 11 I . , I , pie , dee be iii&L', , -a thatallbough the, Altitunairle CQfnny B0,allill'ofstill'--irvisora Wid1t aetion on the pnojoot rloiiiwd '3bQVO: 46 ww�� on thp� proplarty lii�$ ztppiiflt,,ed, ubtWe nuity (aMtdiv . � . . I I - . bleg.fA until all apillic-Ate appyuyiilj,� haw,, been nx;eived and ,zondidorm bave been nle,t, I Thi�� includes'- t, r�o�virAtian"�*A,it�l��,)�)�i��ab�,,,PR(iprEps� I lo, cwnpliainca� twikh tionditiops of airly� �lfjf,ili',abje $PECIAt, UtiS PERM11% � I , * ,-Apf>rovill,,>faf,ltl,�O3�,flpl�i,n,,��,-,�,vi,tbappl��,,��WeSITC , -; KANS atid SUBDIVISIONS, ,rind "" . ;���pri,�,�;ai,6f,a,ZOti,INGCO,M,�:'L�AN.f,r�F-,I,�--,,ARAt,4CE� I . - � ,f,����--�5i�3"��,,���,.;"�;!,�i--���,>�,�,,�.�f",I��5��,�.�,,e,�����.,,�;l�,��l,.,��,,�"f�,,��i��-�,��t".."i,�,,��t���,,,,,,,',��lli.,�-,,�<:��,���;�,"e,--,t.:I�.���� 1. ix'nWt�t 10"liti �,x�.1.1,i, Rx�,;dal��:. ;-.E i 'i�,R�,.,,�,S'?Q. I I I I 5:,Nl;o.�iill�, -1 I I 'I I ,r) 4 /. i -i ,.,,�,� -, . ,,,.�,, " I 111) , uw)�, ,,� f " t, , ", � L V, Vli-�y i;�:ii &M; 1 ib&i�� I" %, I ,.. , , � I Diireclor 6� ml;-,.,kl-�;�x ,` . �j � kk� I I I � . I;c: , �-.. , , A4)iw'-')Qfl,l, pii,x,ii� ;r...�, -�'31'z,-3 I';-- . ..., V -, - -C 'i i . � - CK, T�,,,i &Wekiiiiiir Ati�,,,ilii.y.t,: Pt�t,--,,k E,A.AP U,X' ,,, " 8, .��. , 2r.�,.,`; V"'..�,l"l.,mMll .A.;,"i l) 0 :-v, F�2 I I.. I I , , -,!,,,Imil�- '.',c'z,'.k V 1, � A I t ---,�I,,,o,,A,-1, Vl) tls),'�-i �, C', I .a � i0 ,,, . - - , , I ;%i�.�t��i�.�i-l�,,,ilf,��,�,.�:,,"� �itlill!fiell.l 11P (.8i ff� 1�. R FCHOI 11 fhat,: Mmxll 1,1, 26 1, ViKj.,AJ� � �1.11�-()(�f)�.".��,���!���;�t,,�i', PW,ieA,f-w10Md . . , . 'i'�i.��c,Ni,,tl,.,,ii.�ti.il�t�-���,A "Num I'le r,i,, 4) Of"'IMll-14IMH [),.V)..,.1 1A I - )MI-03iiiijil-1,11 IM0 f ii� It. tw� bi�,ol . I I , I , 1, l) I, ,�it)�li,,�,��,I.t�gl),(If;IIA���-iQ-ti?,)-(i�,��fi(���)fi]N�ll,�4�l,�iii-t���4i�,,,�o�,iI �;l�,��'fi���t,.',-,,��)-02��(iti 1. . OJ)34 -Ai�i-����.,,.�,,I��ii�i�t,N,.,i,�j�.i.,I),rl�f)�kt.I N-.ilrsdi�f f4mirkI 1N,N19) Iln lw. rcl,�,K,nx.d to Nt.ti,ghboril(wil 1 I , . I I NUdel Dkifl�l (�N',Nu),� , I I . � I 1. I --� � , . - ,I 'i. ;: I -.:�,-,�. I I 111. .. " o'Al l.l,�� .,,l l, i'l,i5, �,,,,11�1 ,f;� l lk 3,i�.,,;�v i i 1`,�� IJ.11,1*� it SoLifh �,` i-,`,M�,diml;lt,; IIAI'lii,ll�* lxillip 3i[Yi� ll,�. ,; I 3� 1, , -`Mir�.Ili, .1 .�ItU .� - - I ti . . ,� ., , I I . I o ". , it ill pxw-�d- l- I iii,if ;ki - , ,wi��- -jill?ll; iri,kl-,XHil,` ls�� �.�: i . it. ". , " -ifi,t , ,.kcil, f : p, 3 S�llk ,� .h -" � I.IiI ,.I Ill: I I.Ii � : , , , QM i � W"'19 j','IiS',X'i I Ili � I . , , 1� I'-,. .ilri�. I 's. . I I I I I . a . . I , "", �,)Bulllliii,�� ".k.lf"i lll.,m,�ik. i,-.`11'4 �k;i '. ,Ukt,:'1�!w,i;-..1,,:�t,-� �1-�, �)-i',;:imf�mllosk '5.4$',� ,l; yn... illid --l-lA D:> "t, . , - I � I , . . I I J.'Aal-�i5iifl-vti`l �'- . k,", li , ;Ii ��-,��,�-,I�.��l��f't�";�ii�,!,,��:1- kxil�.ft � fi� �:,`,, � , 4 !J`.)� 1,6i,` A� i l: � i� l,li �,Wi:ki;Bili, "'WX'Pa..";� I :, ,; ...... i,,,'.I:,:i ;.43 l ol iilln.�Mllill , � 1. - CA)Ul'it, 11, .1 .. .; � I fkif,,-� 13-2i.jl I. l3l,,�.�, l,i�!v;,�ik�,,i N';,liiz��,, .isll , 1. --" I I lr,-�..i�,:i�l . i 'I, 111V,`�V. ' Vv. ,�M`-ltitlill: U,M��Q , I I W� N.� ..ii 'ef , �%.- i 1. - I . . . I . I - A �k�, I -i--.� ,,.I � It 1�1;- e i - �, ot.j�kii,,zl, �� '-l-, �.-I, ;; i,f,�� ��:,,�d 'M fllii; (1'l,�,r`,.'-.,i Ofl`,izi� "ll ti�,��t OiisAli, C!,�lla ��.i: Aif,ii�wkldo . I � ..- -I I ('.�,-, ulAl "I � Vfl�i�hIj�� �,,,a D,��,.ij khjoi, 4 " �,M,, k� .; - , k� ,�dlk:l.�,Riu t1l, ,-l- �0,8�11-iv��,n �k I /. I. klix" -'Ail 81 . l' - 1. , - I I pil" I I . swiltilil,"Id5, 111C..'a ,,i,.,,i;' �!Am; 1 8,4'-j�t,,f i�,�,,�Ff, �:"!Ill I ,., � I 1.11.1 . l.; M .� :1 "I"t .- -, 1,11-1.1 I .. -VI'lill!t, i�i:li,K, fxN 11,11 ot"'I f,l;km��A -,,J�* ,,�,.ukif t! ,�, 1. . , . I , ; iiiv�llz;d fli I tk�;�ti f.-"��,jmof(jWi k-li,t-', ", , I . 'e",&- , �, � I '-, 11 11- --.--��i -11i��,',iia.�,1.i,,,I E"', .:,j . ! 1. ,-.0 ,lo, . �Xl .N-1 I , � -li . �'1111 I .���iit��,�.�,���,���,�'.�i�,�,��,I I , I.. , , , , ._ll,,i�t;i,,tQ. "Ali"ill: .S,oillliz�SW,J; ., ',� Al � -J�.r ; � , . - iiI ?, � .i, � � �, 1'11-,ii�l�i 111�1-.A- ;:i.,cl!-,,-,,. j.liixj1,l:ki-,-,,� �:,'� ffi,s-. two.11f�, .,.�.e 'll :_�-I -, 1,i , I - , , . Ill�- ` , "'? xip1-1k1ik;%ily : ,,- ll,�ij lo heii- , , , �, - - - -, , :,., , i. "t--iI i:1-,,ki:,',�P1 fA-.C,.Wx1 �lk,R',,w,.Adii� 1,',,�,,ls�i ij.-*&AJ-,fA-,C ,k�V , , -�, . .N: - I ,i� f� . _ , I -i,)vtll:i�.,�`, . . '. li -. ik--�h- ,, � - I o ,%., l 1`0,,�,��- rl ", j�il::k, `.-.1,iKA.'?, I-L<.- 'i, I If,,M ki-ll�i'd I'Alli;1,110 '11P, - -�4rkvk�o 1;il-.yfEb" . , ;a.,,�-:`i ,',l,, kn t. 1'0� lk;� . . Am a�,,-. ii, fli� �,�,: , I I %11 . , , ;:(- � . - ,� I * ... i, 1 , � 1 1 :, )k,k;5ll,:, ` 1, .K1 3iil�l,,,.I�,'.n�k�!s pi�, i W�Q-i. -,t-l.0-l',,' f".),ti".." il""I -"v- � , (� � I lk).,,:L� 011-1-04D(J, . I �, � M: i; � .;� A `:� - , ff-Y�J 0,-,.*.,, iii , � � .. �� ,� - , ..;;., �., ,ik�. I , '! I . 11 I I . . . I . . I I * I< . . . F I . I I., - " � , i., )I Wi.k-Q,i:-,,�0-fj 1� " , * ,l-, : wi � , , 1:1 Ki .1 to Illlik 1 vl,�� �:(�AW�j-�il.z-i.i��,;,,�.,.�,)I��.,�,,.�t�.,, I� "'. l,,��.J,4q.skl j�-,l.--A,l,,.i0� l�.O - m,.l:kpxu1,,ii k.il, , I . I I I . , . , ,::O: I v,.,dvv0-..�f !:z.-, 0flh,-x,A!t�1ii;-I1, .�,-,ll- � 'I" '. i . -�, , - 1 f , t, i:.. �, " Pl.,r �Isik,, . , � 4 Ii l l : I I 1. - t.� ... I:1k].��'li D '.) 3iif Ak I . I . I I 11 I I I I , -;,--� �--., l,,.-I:C,0"' I, � It , :ki � �1. I '.I , , I I I 11, I � I - . �, i����ip�.'�,t.,-.-;.,-,,�:��%�,,;�,,:�'l"",?:5,�,,�.-,,;,,��,%,��..,,.,�,��,,,���.-��ll,,,,,,��.',,'�,�,�,�:.I,�,f,'.,, �wld ,kii'll 'Ill- t , " ... i � I � 0" e A J I ";j , -� 0 iril 1-t - I- 1-i, "11:XZ. �.. . ". l- � . I I 1� �� l riIA-,,,cI�y,,,.i> n1.1`,-,,,:l,nl lolll�,l�,iii*,,�� 'flw �'Oit�,l:�!� � , - , - , f3;.I,, wktip ,-,;,��i��,�.��:�,,�?",�,�,,,�.,���,'., -rji�-�� ji, ,':� �l(,.�Wim -, i, "".1 i_ I % il, _lIf-' 1 ,�:,* -i ,'� kl,,M�,-, I.l0-1,.kj,,i1,f ,`�'- .�2 ��k� � M,l A ,; �,I if.. - � ) f �,.: ) i-1 y -,"u'; f) , I � . � I � - I I . � - . I . - r I - " k) , ", I , oj�A S,� �,i;, i�.i, 1, D � I - � " ii, ii,mg , ; �,' i � k I��, i� i "i ,a d , � .. I , i- , x-I061 'WQxl..'-,)Q Plii; M ,ull. M �,:.�i:,$.";J?K�ill,��3.��lt�,�"g.,, .. -111 . . .... . - , I , . I , I I I I .. , , - . , ,*1.1,xi�v: �,.,t,,.�,,����,�":�,:,,��i��.,,,i,�,.-,,���-�,���',�,�,�,��:,�,��l,,,,.i,:�,����,:��i-�,,,i��.i�:,-,.�?,����,�, q W , ,,6tIi,,,, lkll,o �,.l: ,,lii I- - 1. , . 1. I %- I I- - � . . I I I -'�t-ik; xti- 11.1 � 6 lli,,�iIi I 1. I af,L,!J.,,�,li �l.iil nwinfIn�Z.'AA -�,T,,!. -iOO ),f - i', �.iul,li, ,l,i 4. i " W,�,,f i�s-- -A.Iix-,;ll;IIiI-,,, 1N�I:,x,, j l.ii>ff,-, , I 11 I ".... 1�1l- �P.,.;,!Kiel,. .. I 1. �.'- 4 , , - � �* - I t� nt , i� 1.,�,.d j, " l �i,,O, ,��, ilt, :1 ,�mla-k,,�.r,,Z.11 kAIk:li �Ip.l:ltitlilli,l�, w-lil'. I- ,I� �'Iml lk;l : e , I ': � i, l o .1") , .t. � I i :-� , -1 I I . I . � il t , - "'. "I C ..., . --� D , .jl tl f mi.,, ," II IW. .�: , - kl I , �-, i � . 1Ikll,tl;w ;<�!��,,,,.���.�).�i,�-"��,."�����k��,:ii Ix�l � li ii I". l, lul � "ic z i l! i );? �, f; 1, I i l 11 ,,� ( lit'.1 k i,--� � , y 11 I I I I � I �;ih.lwl 1 . . � �, ` :1,di I I;�?�I -,fi,, -�?ka.f 1;,,.'� : I ;;!! j,f, qs '. , ,I- m 11" I ,,,"I ,, ,,I..;; ,�: , ,,�Ii-cd I," akl-� ..:, ,:i-i"', fimll:n,s%i-,,,;��, , , ,�-Ji,,�, 0�, ; li,ll�,,l. .-�,1�3t,-,Ii3k�I�;, l I.. . . I I I I I I � P. -.1- I, I 1, , , � .." - � � ik�j � .. � f.: ..., I - . . o �.�. I;, 1 � ; li: k,'� .: I ll il "'If 3 .,-, ��,mtffi.iol-,�. �� s oofl.`,,�-l-iii iik': , g li", ii il't", 3 yf� lf;� 3.::e,llp;,,,,:i�A 'v, -e.l.,ti i", li�., TN��, .; , " 1, I � I - . I � , ii:l,'O ,46� �,,i�::iililil,I xml ��,,,i�I:3,�,,,,.��:,��,:�,:��.I,X!,�,,,�:�.��..�-�I I;;�- ",.e��,�,ii,�j,(�y�i--�.;�,,�,� lc�.,�IIAI�-;tlll, - I - - .. . I I - � ill�� .-,.�N�,,Iltck,� �,,��,,�.,�,�,.;�,.,'��,�-,,�;�,'��-,�,,I otl.l!W --:,,,�.xt,� i.wik�.i.�w.il, -pp " ,,�j 5-t-, lil�- c :l" ,' , I . I . - �?1-1-1- �1�1 �11- �', -t;ii-�. l3okt�liakit I . .1 . ` 1p��-O�,.,l:li%,f�ll O-A,flf,N,00 `W6, i1.,-,,Z:'4A:l ` li:41i.U', Ai:-aii.,� "tzi0h ".11. ?" , r�; :k ll: it tlii� it . .r , " l �', ij: . -, - -f,il, , � 11 12. . Z'�, t , i 1, ... l, 11 - � . - .1 - ,� �1: l . . � / 1: l u ��'f "; . ;�f, ; id - Cy I I ,-; I I.. 11 1. `,�, f - � - - � , . If iP;,l,-]iiiil,,.-,,i ,.;",��;,�.;,?",ll.<i�:fi�l3���,�, . .. - B �i " "d ii- (.;, . I -,e, i � . � ---��i � � ,I (.`,,�� -,ii .. -.6"a" j t,3l , '. lX , .15!il� . 0"? �.--i, . "k, . i. I � �l;o�;:lllil jl: ,"; , , :.i:., :� : il iIi A.'�l,,,' d : uw .x I . . � , , : . , , , li 11, -i­, -11 � �.l.,-t l�,,`�ii: '. � I � I "', j l ;;, 1; I l ii� I, ,:isk�l J�'�, �'�ic.i:,-, ,'�,,.:::�; f:;�::ii";l: "", :,I th'! 1...�,� '.., "; J ',.'. , :W:l!�-'�! ''.. I 1�11l �f,+: 1;1 i D ".. � .iio 1-il", - � . , �. . I , I I I ,�C .;i � :; il. l ?, : l-', I; � � , ii.. , .1 . I ---It 1� � . : �5. , � . i , I I � ": - -. � -_­ ... 1: -t- --, - 1��:lk.,k,' �I�� �:��,��,."".,"',..'�,�,i�,:?�� I,lll.��il: ; il�k,- I t i.. , 1� �. i �, I Ill , I.,ll . I �.-, �, I., ,�i* f ,-, 1, - 11 � , I , I I . I . I I I I ... I - , 1; I - ': .1 I .� , - , - 1, `3�, . , -, V , -;,,� -- f,,v --I-� . ,.i -�, i lh,:in f:lA l.,il`�- I 3: 5i. ., �.; iko?, , I �k�,�' I l"lill llis)i i I . ,,,, li..". . 11 � 11 illil l'kl�",, li';;�!�i 1. ,ili.iPOIA�,,i llt ii li�%� i, ,.� '-' Id. � I � . 1'ek� . � , . I � , . 1�i<� I !� lil;� " - . " . i,�,- � . I . 1. � . 11 . I . , " �- 1,�-,Io -f . ), - . i �-,�,it '. 'I ,k . i . ...: III, - w I 1k -� h,�NIMM'l�ll� ". " . - ,,,, - .:.l,�: �.r �..;f%,.�'. 1- .1 .I; :lk-,�z VkA��Mi Ii I lltl'., l'll-� �Al,;,aikl�til t, .: T�.,-,Xl.i �kk�;!! - � . i,:,l,- i,- , , - . - . .ir .- . - , : �Wk,�',%. "i-Al"."l ,�,.k".�;...'���.�.�,;����;�-,.- I'lit,�'Kal"t.,�,- kt,l: , .1 ... - ", ; , . �. -1.. .��,-""7*01..,,;����i�.11'..��-..�;. 1Ii3-kec " '...'; k ...... �.- , " , .. - I ". """, 'I, I. 1. '. � .. 11 , 11 . . . - - ; 1i I !","'i, f.�,���.,,:����,i�f3,�����r,,,�.."�.1,�,,,���-.'.--.,.g��';i�:.,,. Iil��:ili,.,:�,l J�il,.�',,:l-,� loi,�f l � lk�*k)�' "l-,kI: l,,,i�,�:�, "�-.l t--; .11, -, — , i.,X-il- ;;,. , %�,,��,-,- ,--�. ., 11 . - ­1�11- -Ii. I. -I. . I � . 1. I . I . I I - , . . I :!l, 4"i'l � w 1 �. � l ", ,,, � I, , , l: l 1, l .it,,ij�;I�:,.�" �.,Zl �.",; l-, kx'i�, �� �,J�-, . . .... ,�- - � , 1A Aii.l, iolk". t;l �, isK�; l�; tk, k; l, . � I �.li, l, 1 l ;': ,, � . e.. . A - - --i, ".,. I,,wl a � ,, I Ii.0 , x� �:,�A:,"i,,.:i,l . 3kIA, , . , I , , I , , I I , , . . - , � � I lli:, l. � �iI,�. �, , , -� , *��-ll)�mx .1 �la; sl,�:,tii,I?i�. . . , :.� ,Xt ., - - 'W`iil,.I,�l�:�� t:,i� ;:'�,:ijlip5. i �- . ........ � I'. I 11, � i. � � ,� , ,. �.y �i l, Z. �� 'iIi, ..,I,., �! � , �ll ,,� �.--:. ��. �r..� l It '� I��l "", �.. :; 'k:i, ,. ".. . I I . .. I ,., � I � o . P., , ., , 1�� �, 1 Illa: �,,i�w liz�,'�3�.t-;,,�! kleN, ��.`kl,.!k; I.' l I': z 1 ; I :-,, Ill.- F .. -11.1. .11, ll- I ,. -W, -1. .ei- , -�,I,l i�, tIll "'i.-sk" :1�11�kil ."i '. t 1,Q."M,1li;iX'X 01, . I I . � , � . . . .. I , ., � I lli� - , � -.kv�f ,j .,., � . " . k,R� , '? t'll,' " d.l�1-1� 1.its� ;,:.,%.;�v fil;1- ik1,:.I-;,;1 1li,:-.li, el. 'i ,,k ItWi,ji i,.w1%-,ii,, -,n ". 2t.il f. *h ,...",)��,�,�,�,�.�,��k�,,.-���; - .;..l I K, - � i .. , � �is , - , I " t . I- , l ,I; � I -.�,l , I -!f.if. %.k. , �,� � �lll.--,y,�- , ; ` ". ! , 11 " l,t � . �;I;tl- -1 -. ..� -A �-'.liA`I�W-tlii- �lii%'-A ,-,""�-��",�.*,��,���,T�,',JA..,, ; , 11 .l.l I.-I;,""i -i-1l-1-',-A1`11i1:-;1:: l�0irli�,,,!Wi,k ll,�-,,�� 1'.".1q, � J,� I I.", ;li.',-.';AM:,'-,, l'; I "" I,: �l. 51iC.. 1 -- "A", . -:l-.�i�- ,��,�,,.�����:�i���,,�n,'t,'�,,�:;,�,.,�:��,,�,;.�.�,�,,�""�k:-�t - ­1 �, I 1, , . . - , ,9 . . . , , I I �^ "I -,,i,,,l;��;, ',';v, Y , , 1, - - , i .1. M I '' , � -,�Y,�ik, . ai[--i�iy! �-lz��lh� ,, �-nli;l,!f O', ,ll.�*izlii lh,,,;,,�t�-��,mi`-,, I; l, , 1,,��l� w,m ili;k�i In It -,:i-� it. - I .. , ; ;:, 1. , . , � I I - .1 .. � .e - - ....'.. . �, � ll ��Vi, -e 1� 11% :- il?.� S'1.1011P,R�,� Mi. , - 11 : , � , , - - I: � l. �, - - - -iIt;:,; � , _� - i T � 'II � ilfu�%,'iii!��lf Inifims:vlwilii�i, ,�i3,-?,)",e"l�,,�,�,.�,��;���i.-1 ,�,-�,�.,�z.li��,- 1:1,11 il��:!�--,"%-� , lw,,,,��z 1. . I I I . . I � ,�, ,lW 'It, Pb�,is,, j- f,�'l3,l.k,-,, � �A,�bl�Rloi,x� 5 ,',..'-...��.,,,;�.-,.�,�i,,.,-���-',',i���',�'��,,,,�,.,��,.,�,1,,;, �t� Im, :1 k, � , �. � �A l,il-i ,1 : ' .. , il� ;��,� ,.,lij"A�fl 11 .. t:t,� Al�,--Itikllfi,:,�i pNiI, ,kIid %---� ,,i` . l:,,-l-�-.iK.i -�,l,r,� ,i� 1:ii" �,�i 'E"iki �:.j� A� z �,4- .�,� � iti,�,� ii:--.N;,�l �� . - . ,,, f� , -1 �, ll".11:'ll � ,, I - . I I � - I i �� 3, �lin�,,�k ... 4""Ililf il,�1�,� I,,,�,�,.",.;��.lmf Bzi.l, I � "- � ... I , Ill " , - j,� ... . 1� - - I : 1 1-1 - " P, jk;�i;,:li ! lik lt,�,,,Illl. k A v R1iiX,,W:ii;i �,lk�k "? ,rt'- i5i" . -�-�. M -, - I . ,.. . I ; I, I . �;�"P""..."�.,,�,��,�,�����::I �,%:�i il-hiilxf -.-vill,?il,, fli;-kl,1. l. ;-'k�;. ,-nlz: 0>l l?I��Xl��iii .I � I.":,� �-Alr:�i;,. ,i�ill IR-��iII,-,,! ki,�.t� � � . I - � - . �; ,- . . ,,X�,il�,,�I:�-wi Dli��l�` f,:`!.�,.,.��,%iw ii,l-M!,,--Et,i, I,'ilz,�-,,,�k � ,:k ilk im; dokt W�.,.:l� fllwk� ili� t'Mif 1,�s i:oi��l ,ki '- I , � % � .,i': -i .: , I .1 I I � - I - k.( I , 1, � ffil ; � ji,k� �, �oi� ` it ,&:� , 11 tl �. i,� , ��ii,,ils�, � `-�Itiwl - , .,-- l,.i:l..11iil R-i3,II "ll ii%:,.i;-ik%:, t l- ,�-1 � h:l.,ii lil, lb:�..x; tt, th'.... �- 113i. "'i'�,"z:t": l 1 , l"c" . , q . I I 11 1. , 11 I I . -.� 1. ,k� - ,:.- 1 ,jr , 6-1 ill .. 11 I ... !,� 11; t I It- - .,I k, I 11 , � " l'il."i":i. it, ,;,�, it%'It.,li� �, - Wwl.;�I,, ,�,;j,�'!! , �i-�k:�... " " - ill f -,?�- pl. llkli.xl ,::1.�`-', �i-k i�li:�lt,ul; �it � l tt-p-5�-,, l,dadi,, I . --l. , I * i , , �lll . : 1. 1.11 lkf"tl?S-1.1�11 lill 11.11l�:�`�111 iii&'i-i i-il'i l"Jifl,it ;"-!. . �-",�;,�,�i�i.,�,.,,,���.,v,�,��,,,�i3 il, .A��);il��:���..ii;�),��,�:'��i�l.,�-,i�,I �i .' I -1, , it. " I I " 1 "! " ; , I ,.. 1, . l i., I ,*ki:,ki,,� .Siil�';l ,,�Ik,�.Ii��!, ,.!,.;I illi,,X.-,'.��, '01 -'.li-,; ,,`ikv,,,;li',--_ ij,;I� ti ,,�Ilif-,ji ,;5m,i:l,il2',',i. cA��kki ii� mR 0�-,3-il ul I 11 I I ik;,i .1-1 , i.- It �- , ,11-- -l.;- I I . . . � I . .1.;3"1;,;f"�3,���"',.��,-,,,���,; "i'd - ��,�:tQ�z,,*k�,it`I. :,,- -,,x,k I , ,i� l t`k.,-,,-,:k I,*" ;i1xiy tl��K �my ','iiiil<,`,qi.'�', -11D- � I . . _:e,' il ,o', %,. "': I ;`?id - flif;<,, - ,� -1 . - .. I - , . - - -f , , , �." l,,�:M.i:'Bl,x.,i� ... A, 01! (',.kli��:D. `-:i.1�.'i..-,im ;1,: i� vIi dlk, fir.,�t I:,h ��,,� ,,i 1.)i�,I.;;" , " � il�n,-ll.,� .�i'; ,a,� t � I , �, liii ., 1�-� . J , . '1� � I I I Il - , , �,l�ki�D:i�-01 �,!.�imll'-s,,) ,,,O,ki�� i3l, �::-�:.Ioix,,,lmi��l ,-i �,;.xl,f:x,�-If�lr�; v6lik, �Iltl i,�1,3gi�.,.Ii�����.11.,,�,�.*,<i ll", I 111.1, I I - - � . . . 1. 11 - . All ,-�:;ii-,,�, ,Coim ie ,,� 1 1, �,eljj)i,��`, ii, :.,.: i,i: ',,if "'; � � . ii'A�,,, e�,-, le , i''! ��,,If.kll-liiI' , 1. .::..:i ,. - - I_MM , .�,!- "ll" .. ,; i<l�k % - I - I . .. I , ". . . , . I I �. % "i-im-1-1-1 � ,�-il�ll , �i ,, k� �3 - m, ,.; IV- 11 I ! . --;,- it - , lx,:,�:I.k, 1,:,,i-� ,1,,� ('0, iIw I,�,',,�- ii�i,-�-j, ii��ri, ,.Iptwi-cd it 1 x ,:.,io1,.,k:!*ll �,.,I-k-tj, M.t . 1. 1, . I - - I I , . , - I I -- � - . l�t!i llk:illti,lI)�;b )��.�l,��.��"k;k��;�:,,�-�'.�,-,/���,..-,�,�,,,.,'��*,�,,,(��,,���.� :ia- � ��t�t-.�--.lt:.:wi f-:._Zl- , I .: �t ll .. : I %, 'i'l :. , ., . l . � 1; ,�i , , , � - I -1. . lk� i, - .1 .1 . ,I �o;lli, -Ilkil , , I � j � � * mi,- "I i­ i, �� .... i - .1 . . 3:0r-, 1". --;,i`MIl--j:: , k'��oiille.li,d;Il';l : l ".'t l i e i�,i: I :.iii �t � t l � w. o� 't ki:lt&ln,l;� �l�-,,�,-,:W, 1 l "'i) - !""'," I I , I I � .. , " " ., ., .. .It - i, lit- I I L . , I . . - I , . , , 1. . , � I 11 � 1,,�,i - I .... I , I ". I , , , ,,r.,,tl,t1j, Z-- W.- ,,,,, ,8-i- , -: , - -,,',,�i.����.��,.,'.�.-',.�.�i)ti,,.�.: . M;� ls,R�l- - I � ,ii1j", -Itk�:K�w�i- I-.i g, I �;ojj 1k, lj,i� lI,,,,. l�f��li-�Il tI3,'-C. ,iir.'�,i:,I� I I I I I I I . I � I - .1 , 1� �,I, - , ", . , , . �, sAw,ki.k.i.!�', 1. . A I ,,ili,,,k�i�lll llf,all- .`lkA wifig"altil; "i �� i-m`1.13; Ill. , � ��Il;t s�,-,i.,t5 'In'. ;,*i�il:,,,,.�"-`11�111, ,.�l 1. -x- "'. , - , , , , 11 I I I �ll .1 "., �. --i I I , , , -1 , .. � , . , l� U A,- ;� x)_ i-ii il I'll liii;l , i; :i,i ." ,,, 11- 1 , 113ml�,�:iip�� M, llk,-, i. ,,�;,,, ,-Ilt; ,x, km!-� ,2,l,�Ii A -ti.�k, �i:M �, . 'l . 51 il 1,� , 1. .1 1,.i ,,, ll.:i�; ,; I., . I I .m:i�,;3� i� ; ; . l,11��- �k I . I ., I , I ... I I . .1, ." � .;,�,iI i.l:�ii,', ��il i'll �, , , X , . 1. *,lik -ii� -��--- lill� l-l��ji�j ., 1 .. ,�, i�il,� i.i:,' i if"'ll" I' 1i-'!T1l,0W1.?.-., !�, �-V ,,� fi-, 1,1 �- i ,�,,�I�It, ". � ;ii;�5-i� ..l, 1-1, I", �., l I f, I ;- I i 1�,,��Z. " ,. , . I 11 . , � , ,. , I , , . �;ii.'ii,1kl;'lii,,;;l!- lit ,11,; k:,,ll��llii:�J:t.l.� ;flk.l�i', . ". .:, � '3 k 1. -�� ,��;o`.- ". I�i::. (- ill�,;,�i 1. I I . I I il,v llinl,f". 2., ili-�:i � -�;?;; th- tkr-.�-,,., -:-,ll ;-- .1. . . - , - . ,": j- W., t ", , . .,�:il ,` .kft�l :.::;1i!.:l'l.i- f;),I.I:�l �,,! ----F� '13,0 ,1� il��. �,�"k, � it im ih, � -It , ,I.� i- ,. ,,�' , I � , I �`ll:i,,�:,.- iii. 1 l � rk ii: � % - ., - e � I . ;� ; ,l:.k ,� " t�l ilk -3.1 � 'I'�'i":'i l:l:ii k1,:'k:i,,! vii, -',,*-�IliI�:�: A-1 l;lk`fl,��,�,,-,,;�,:), �,,�::id ,,",`!,�: ;�ki;*ik,id�;� .:,�,�_-' I l "kili �- ,- , , i,:, -�I k;,� �x, , , l I . - � �i. I it. -S kil'il k- I ,, :,,:i�-lt�.! � .". - il.,; � I .. .. .. i,,�� lll,',ll:%iIp,%� fikd,',f�iw ,m*��l�:4�,kl�;"�:�,*,, ,1<:ii11,,---IKk,,,xi k,��i,I�..11'1 . I . . I . . �. I ,;:". . - " - , , , I ... I ;:�: � l�:, : 3. 1,ti,l k,'ei,"k. � t�, lI-,k �f, - , 1,il;�- �, -A�. l.�ll;:�l.Nkei-� �,. ,hii,!*-,,kk,1,:�,l �.I5 -11.� I��,' .lk.,� �'x;:Ii,l� --.�k-i, ��;�'.`- . , 1, - - - I . . ,,, .. , .. I . - ­ , � I � 11 I - . - . 0:� it .,�:��ilml Pl-i:�!:f�ir- I � - �,��i�-.,.�,,����,�-,,.,,��.,�.: w� � r I I - - I , � � , � I;:X,i:W �Wl-i".x-.- 4", si,iik,llik?,�.�,I ,�,i;i,h 11i.., l�;l.,,,,; I,�fuiw,.�kf , -�t-ifk,.!-f, c�.i�b,lll,,:�� lki ��h- 1", . I � I , -IIM"i, " ��Illl�� ;lii�;;:51iv 11 , � � 1, I . iit:i,� I -� � v il ;I ii ��`; i I) %.: iz � ", , -� 'I"'t �,,;iliif u;l�:�t,ffirl,,;litib N,:,,J,�� I. I I,, �.�a �, �. �I� At�is�; iii, -- m-�d i,-,�-�, Al-li. � 'I ffi - I . .. t3 i,: � f " ,., il : ..",*. l ;:lImit, ,�, - 1 � � I -�,Ii,�,-,',lp ��,�kt--� k,:;)i-ii;iej,,tji I't"�I-)A k�j-,lll,,�� '�l 13-kak-�..�k I,� .,� I,, l, "; - l , ,l,ii- � Z , - , I i- . A ;, � ,�Itll'i.'Jlll l �il, I wll. ,I,- "I , '! t:l. . 'i ,k.,!,I .1 . , 1 , I ii?-1 - ;� W - it, � . . . lit l.l - D;'.."i. e� i ,�.,­, , . k1p, *i; i 0 � t; i : -i-,� i-i" , l Ill : .... lfi,�.:- -,� .i .,,i,��i�.��l'.�11--��;���?�3;:I t� :-,��l.,�,,�;����-...�,�,�i�,,,,, inft,l��ti li-. . .l-� .I�i -1-, A ".1 . , 1. - , I ; I � � ;i".1B , I I - - ,,� - , iii: �m-, f.l--kJkl,l).--i.l "Illi.if ,`�� k,vl-w,!,--.�,%d p""." ,�;k, �,k:�:i.l�lm',., ii, ,,, fl.,is,�il l�-,�Il,,,ik.,Ac;�:fk, lI'kt,,',.�.;,i::lk%,. , I 11 - . I I , .. - I I ` ; 'k I " 11 �i,�i,-.,��l�.,,,�,,�.�,�,,,"��:,�� I.: i-;i.� 0;. Cli,il,,5',kic'o�lll �:,i If�i., �,,,.,,:klii'J jilkiIS, ;.X.1-ii��;d�:l- A'vl�liw' -136'Ill kil.�� ",� �, �, , K. �: . I . I � , 1. . . . . " I , � e .�, i .1 I ,� , -t�, :." k, i. " .. . I " I , . -ill ­ . il - I ... 1i .1 1, - �l - . e ,-`flM, , �lt �, lk��:;h �� lald i�, . �,li.,,�i l,zi � 'I t � ;— ;,l ;�y ?:i, , �p, : . I lk,;i i��Iid:w.c: xii�l�� � :llii�i wktu N� , I . .. I - � - I j , , I i �� ppi"Y"Id ': i ,,X V:iAl;,-al, i. lm,l, t" � i�-,ki;W;i�s� SII,,I�;, ..- ��.;- p. If, ,--li;".%k,, i,i�iill-?in,�,.,�. in V,lPl ". ..,. l ;� 1�l l , 'i -i .1 . , 1� k 8, 'A,l.P,itllX ,�., ;ll -1 � .. I I .11 I I g , . , " I 'i 11 i "I .11.l 11.1 `jw 1�ili:ilfu;sph 1B, lh,e Cl-ki--i�l�f;��:,IlAl h," ,x.millf"xi I:oaiil�i:e fl%wdx:e�l" I.Ift! �,, fl� �it! I ;t;ii l �: �t I it, . I . .1 I � I -. I ,� , �- ,.,. " . ,. � . , I � "ll It Or lilll:a l fo,�."ii 11 N -iki� I l u idi-, flil.E-), 1.-,i� , iml' %Ill 11, - . .,, i ,..A-�)J�.bf lim I.. tal ., ,,, . .l:l1iM,l!i`;C I: �� " ,,,,,, ..) ,�, -- - iimM,,`t,iiI4 . - ,.-Ji 1', �.i�,,,,-�i,�i,,.,�i�,���i��-,�,,. �i.w,ffil:I�. �,.k fil, . B�.liil:tt �1? n,.?ixk-l.�;liiiw!;:,,i I,� I.',Il�,;� ;, A, �:l. l� l , i k; I I ]',, I . 1. I , - , - I I ,% .. . - � 1, - . , k,<i, i M . 0, l . . . I t: li�il-ul�.,-- � . 0 ��, if; �i:,; ,-�wil- ii?i�d i", ,,lii-* ,),�-,t�il��l:.l: I'.: <u ii" I A �, .�11 ,ii _ �li p �,i,�--,.,-xn � i A ;�;h t Alni ,� " .. 'if, I , . I I . 1� 1. l �.. i � , ,� - li,;�.� JO: i- 1-,--,�] -� 'I..'n" . " �, 1 !,�l,t;l.1M.,M' li-;k�,1-.ti" ".."', --,NII�.� t,,,,!:i.il�-: I., , ,� . A. 1�, "'.". 0 o� 1: �;:ii�,O,X! ffi�k I�l,-,,,,�f'h�,416 . I 11.1 I 1, I - .. I . I b, , ,�.. i ,� � ", , � , I I., , i fp��",,�.�w:i�t,l�".�i,�<"-,,i��lrj�,,�,�,�-�,"..--�i��.,�!. 1,;�,���,-,I�,,��;,,',;,�,��e,f���5���d,��-�:1)��:ii�A (*,')!­l'.,i'-il,1 �iIi:-.I,n ii- 1, ,�',I)ilw -1�,ie, nxx 11"15 " i 'l , I (li; "'a-ilit"14-dt" iw ".,pf,.l?�k., ii�% it i�,I).'t �,ii,��,�tlax p,� i..�s:wwqkli�;,, Dt,-,id,lt)c,,,-,,.rk� i I , . I, I , I - , , . I M, ,.`ii,,X,l w I ,irk, )11,il� � ,xsniid��ffini� ffi�,- I 1: : - i� , , Dj., 1 'i -.j)ij�� ji:? iije iil�, ;)IIIij- t��.;,,,;,,,.,�,�.3�,,,,oi3.���.,."; hl� "J S. I�6.:;i��,- . - 11 lt, �: . ,� -li, . Ii.: � -, . ... I .1�., . - -.. -t, ., ; W �, .. I l�; ,l , i;.�, , �., � ,; , ill -a ..F; ,��,,, i)i� n i l ,kii) ,,k�8.,il:l I 1,�; Z',�tki� ,if ii�4,,a thk� .-,I I,-t vii"Il 1,11-1vilit" ,;�Iiik-ll.-,- 1, 'll'.,�u"R": ill.1 ..:i ". . .., - I - I , I � , �, , - ,�,,,. p zi�� W - to � lu, I I , � g, , ., % ;. - � �,, . k, _,l , ,lk ('llmIjitI,mw,, Ds�,,-,,,killi.11it,�l;, iii.0, ""'.D0,-, ,iii"I. lid�liliomsl itafi , �. .i,.: ,'.� k . ,:� ;1 . � I 11 .11, . . I I I . � � I i . � tt)ill. I.iiIiiA5 !-,,w!!sJirl,-:,, i,ib,�t,, ,,�,-��-,�k�--,Irlt�li -',,?1l ,,.Ihx� ifl,Ofik, S�uii�l,,ik'-�J b."', ifiv tl.iti.,il ,�,,5ii ik;f-,-,�h - - - - I . . . 11 � . , . j,,,Wi� I-,-��ii:ll i.,;i:tIii<-6 l�ir lx,ffl(lii,,,.-i im llh�,i�:ki� t , t,k:l,`f 1-�;:.�:. ��ik;k,,,, kII;.., ,�,;r��,,-ilw.,It�. pf,x,,aln�lt�,,,�,�. .. , . . i . . .. , , .. I I I 11, -. , - , , . . 1. I I"I"io,0 . 1:�-, u " il�ii� � - . i � �, -Aii, "R �x,f�, `,;,k -'. " � j,""', 11,,� "', . I - ,ii,,��,A ;� � lj i ;,; , fl,,� 1 is- I ,,,,, . , T , " , . I I I I.. � . � I . . ,,, ,. "" ,k, �l.,Kli;.iblv, lilk,--1 qfi.,t�i��i,,-.tz,, AO I I � I - � ,- - r , 1 , , , biIi:, -, � I'0', i".it-.1, -*-;- mi),�. �th.�iIf fz.�h ,0l:l�iIi "i"I'l p.Lli�,� f,',?ribe� V�I i,,- I � I IS a ,- ;I � . '. I ,�, .�� f, ni;,-N<1;� �IIIY Ilk �tio I W 1 I 'd, il. limil� .. i I .. ��,,,kxi-,, 4�i� ,.fut�1it'I6.ni ii.l�i'ilii,, �.q�p��11-iy ,,,--,rljpii�4tl�, D"'Mi �,;I,Atienwk; I,o, .%�'il;,i�.i�,,��,,,�a��.��,�...��,I --t, a I I " . I I I v - - -, n � i z., pltblX r,?,ld'.%�11i`1 kiilhh� i"It,"...: `-- l,�,-�'Afi-, k6..-iI+-., ",x;l ok� , l,,� ? � ,kkr;l;- ; _ i / k�.Al � ,-, .- .y.l ': ll . , , i.. - 1-:., .i$ l.,,�,l 4 '.."....' f,k miidl l. z�-�fi t , 'i D - I I � - -; . � -i : vk�ili�� i'i,,� a p�61i-, ,e.i.i,!,,.,,. if�tllk�,. ". I k�!�,-�ffl ,1l"t�!iril;', ittl" ii�,.-,� k'w fi ,-It' 01i-,.� ts) t.-,P�,,i fy t� "'i l,' I.-xi.�31':l it, N,;t i i�- "', i " , I - . . . I . , I , - I . I , . .. ll il.ii�Uvii,wl-),i- ,.� , i. 1-51 � l �` l ,., - , il�;,.51,., I,k3' ill l' ;- � � ., I� 2 , -ilI;Iik� 1-�xh�-,,-,,Ikk�i,, �,-- ,loil , ,,i;,kk-*S I I F. .. ll 1],. 11 , - ��.� A , 11, I , �.I",�- "'tA., :.-il;: -i'pl fj , .1 -11 11.1, , F� - '1� .. t - , : ir- C � f:��,. l;:6 Ii: ;-.jt� a "�,.w:," ", tilli I pt'.q�;,oJ"n �'. tix� dl,�,,xl -%i A 1 xiii � f, " i f',�. V;.1I`;:i , ii", It �'! -ili,. iii, ., owy�. . .1 . 1. � I I- - 10 11 , ,,i . " , I . I , . � ,(", f"AIi,,i-1-%,1A:l,1, gytf.'Il,�:;, ��IllH-15t.,.- aW s�eimi,;1'11�,,,,�l '�l,.,-�,���,�,-,,,,�-'.��,��"1.�'lj ,,,,�,c�,,lll 'I�ti�- "o �xin:�, ,�'m,, I....,, 11 d � - . I . . I I lt; 1 - ,.tl't .,.;. '. , to 1 7 .. . .. , " I I . , 01 A." i �Ilik,il : ,l,1,MlVt.'.n1,3!f,� 1�iMlki�`k-k,f "', - , , li, (11 - l .i - .;li.,� lmk ,� w , � � . , , ,:. ,� ikiitti mil: k"h.-i"�4R sli;l"t I,�,� :'1,k,-,,i, kc-,;�tkl : , 61 0llI&,,:,, f'y'k:iif , , .. pl�?,�-,�:Fi�v�l,vi; jbi, ��:Lb blok.ik, f, he"', llloil�,,-.: i,,!;:il,�i h,ilvl� it ,��il.,�i, f ,l�;IlIi,�e- �,,,,,�f.�.��,�?."",.�i.,����d: ,pf,wl�,,i.l . I . 1. 1- - . , . . - ... � . ��li l 11-ii", ."-ok.l ,ilkw li� ft;,kkilii�, 21 9 iW j 1,;Kl; :ii i1i; � ft ,.,,.-.,,!, I . , - -, . I - . . � . )� I 11, :1.� .:., 1. , C'moolipliv j)k�ykJiipnl,,vni AmIlwAiv 11;,-lrtMjl,,i6ow� I,)I-,,.I� ni,xp.�-,,. Ilt�� if�, l,.: 'Ililit-�-. iJi", � I . , . . k �k�;-m,�,,5�,.,Iflf i,,.�wkm 1;.- illill li'..'jinse,fu "o Al hl";z w,�if,l I�-ilx,��ii�f` l.,i'.--.i:,l.1 f" � X: .1��?N-i"��ii,,-."���,,�,"�:�I f)liw&xl��, �,- , � � I - I - , , : I , .. . d1i 2 . , ., � J. f)f�ifllik�ipi. illl- � i,� ti !-eiii:��Ri0ih- [X,BA�)pin:r,iiI: Awl-litt, ;-U).1- e,,�,.-;,-,!,��h,xf mi.I,k��li.if 1") , . 11 I , I - l �.-, ", � - ,1 � 0-- l I ..".. . . - ., - '! ,; " , , , ." like, 't� -x,,.,,i!,,l,l i,1e,�:�-I- � %;, .I. -I it, I... l't t.,,,.lt,ik,� I.) )�iI�11 iiiii's, cil,,*.il,� " I0 r�� ��:,.*�Z',�;I '14t, M", �Alw�A ,;. 0 , � . ,I I r, .. I I 11 I " I i, ."IZ Isai iii-o-iii-, .. imrili,,mi,�lll'ilii,,� I-ltlt,�, '19 1-..'�iiik,. , "I.. I , h": � , I ,ii�nil.�ll-Nl lm-lix�i�.�,X l" (� , �, ;�;� -� ii?,ts t;f.,ti ij�,ltl! �)- . ­ - ;. . . -,: :-, . - I ,,,I , . it I � '.1- ,�i�'. - I,� , 1. � .- , , � ikii!.�,iIil:�.Illl�3il ;, Wit ,li,l:?k,,',1s:! liu v�Ms�jl` M,,�', -'1ikij','&'I I �l '- A - lix?�,, "'.,,z ll� c',,��: � 1,; . - I . i�, e ,;"z�� , ;Bl� R�*0,*,i'..l*iilj iii::.lt. �� ll ild �; - I I � t, . I . � . lid 6:�--,,z,ibrh,�,� 06 tx) llnid -ii.-n - :16" i"I Rol:i,�. 19. if %�l.h�tnffii.- ��',��,,Itl,,',��.)�i%��",(��:i-,,���.13",��,i ,-W,,�;::f� 'i, I., .. -�kii ij: � I � I , . I I - . " � . i-ilff". 11�-M, ]�':�l ,,I,'ii;SA,,l,��ifkii,if ,M,n,,.1,i,,i1,l, I , , 11 11 � I I �, 1. � .�ir I C *h i1roffe'l, for Wjsdi? 29 Rii,,�-�` )iwl Trsmqwrlaifull; P v ClwfI�i' ,:;iv3l lw ,,,, , -; , i :11 � I� . I , li, � ,t �.-E.; 't I I I I � I � , ,I , I , , �, � . 1- "I , `:�,� "I ,l'. I� , , s��Mtr;,�Ailil:�,8,, I,.,, 1,31l C ', � i I,., I �,V ,It k� "".10:'.2. H,_`,;'1,l.l 1111w<f ". Ki.ill�,,%�. .,�� 1�-oe:Il�A, l � ,w I I I�,li:� Iii, i, r, . I ...... I I , , I I . , , , � , "... ", , , i� ,�� " i,l ,� . �i �l ,:� 1 1�.: ITJ�, !�,!.,k - ;i -�.. .;i,I � . I ,o I ,it ,R'-Iii, li" it�,',,-1 ",i".kn:io� i.�,:z f,Jii�,-, !,I igId ,.- �llikll.;��.j�i 0, Jit� I - , . � ,t,�.-�,,::����.���:��i"�,,�4i"�t� I I �I!1111!101 ; I , I * . - -t " , , , i� t:iKl3; � , i:l,' � . . ,, ill 'l-,> ll , -:.. j-.,.� " -, � f),I,�., ,.,-iI';� I�:;'-'- ,:;., l ".1 '. : I., ." ih, (.,lI3Iiii,_ $ 'ii-�. -;I�,l 'iI,;, I I 11 I 'M - . I . , ,M. .Is ,.l ,-il. : . - , � , . 3.i t . it .� I 1. ,:i.� _: . - J.. - <�. . - ,i � . . I !:, , ` , : i , . ,Il.:� k?,x,l3 � i:i� .. . il., 4-3 .l.-Xi; I ly, Ua<,fi !1rlJr,e;i I'm, (5c,y (if 0�,,Mioa�-VWli, T�llf.!I.1.1 Calwiinl-I lliill�'t�kli!n$,0,0::",�', i, I;,:- 0",:1::,�., , , I . ; . I . i:- ,� 4i ; ., ., � . � ko;: (Ai ': I i�l., �-*.' �, . f i, it !� � , i ;� 1: ',:iiJll3,;;;:ib',,iik-,i:,f �,.li "i I-*�:1,�i,.il �)o � I i.�.,:.,;",j16u,f,�0,, I,., I; 1-.- ( J I �, m: � ,;: f :? �5 I,, -,,; � i , , , -. l f� I , ij .: .: i;;. ; �: I, ,... , . . . -, � � I I I , , . I I I I i'll , I�k-i;,mii�lll,ek3ki3l'-,�v llw U�i,: �,i '. �,i���:,�,,-,,;,�.,,����,,��i�:� ��i,���,,,�".:,:����l:!,,,'��*1 lli� '-;i,', ml,,�k��, I.? ,,;I, I.' <.i. �� l �'�, fl�-"� . I li-l., .A.� il li� '1101111 � . . . .1, ,. � I I - , . *1i,, .. , ,�i i4f t,lhit,,,; ( I ,,,i�,:�,.l� kot��i-.,ix--If�ll� f I �- l,--,A.;7 ii.l.,:i�j 1�l kill., ,,;A.,M�i, Ill% l.cmllt.-I, +!- Ulk., ii::lk"h - ,. I . I 1. ': l. <i; ,. : , . 1. , w .: , 11 - , I 1 . � : , I I * - ,� I i, ,ir, I J , , I , , .1� -1 -.11V � i. 1. � . 1. ,,-"., illlltik?�� �- 11 ,X� .-kill. �. ..., ki I, . '. �ii�I.� til !A;,kill Nk �� i;� l : t ii� ,i��,,Il I l;�..i I,,, ik, II;e-, I, *j, l:k,�l: ,%. j � I - " i t l �;t.-, � � , -,,I , - � . 1, I . . , I 'I 111�� � I . � -,.; -.1 : -Kl - -, 0 �. "', it ; �I,�-,,Iitiiidl;�l , ,I ? ��t,pl�,,� t ,0 i ! , � ,- ,l)". �11 %i , I ,�, -3. ,.. " D . , I I - j'�ll)��,�,,likllk-.,J i :e � I �:',,,-'r. � ii� '11,". lif.0".f -.�li�;, I.. 3 ,,*, i.. l."t �t � ; �.11 �, t � , I , , I y l , 't l, , �� A �'. , l . I .- � ,,,, ii i *Hi." ( il, C.;N�.Ii , z ". fi,ki iim� l,i,iill`� 1�,iil,t � , i�-li.!-.., ,I) - f I., ik�f,iAif,.�d ;o � je, - : I� I.. l. . I ,,,, , .1 -,; 11 I � I . I , 11 1. i lq ti Ksil i�i���.�l,,,,,.,.I",3�..,,�,,.�,,., l,iiid 1:,-�,li.,,,�'., �d jfjk� i�:il;'l.i- s:lk�t:�i��t 1�f: t��,,�: 1 1 i .,l � �,,�, � s, ""li I �i� ille ,,-I.s�Ii`ii.��Ili ! .i . . � pl, 1. � � 1. � - I � - , . 1 I , , . - I . I t, . , ,j : Mi,Aii�ll�:A � Z ,,, � I i;:Y,� aM i"'I lffi,.Ii,,,�.,'Ii,lli�-,� -�,� tl,!�:if: ii�� n,,_,kl,mk, 6iakAlI0i "'O., � .. , " k�-:;:� M, -2�i � ,l�x 1� � , ,'.-, � , ixa il: I , ..., " 1. . I ,. . - 1. . . I . ... . � ..... 1, i � , , , .", : I I I I,;, � 3 � ­ .. . . - ��0'1.1.i: ltlt�k�.i`11:1�11- ilfi 3 I,,, : "i". t:I:il:.111 -,,,.� �l'-x , x%;I.Iiii.tv"is �li,%� i,,:,��t�I:X k,- .1 ,. -�' .. ;. . I ,��1-111'���,"�,-��.�.rr.��,�,,i���.-.-,:���.'i I -:11i "'r, . � , , . , � 11 11 . . .1 .. I . I'll X.. � , ,-�- i I"i, �, A " t� 1",,i t.�:I�ikilkl,�- If, � , �, ftkjf� ll,�;ii-;ii:j;)fi 4 ,�ll�i� � I Isi 1,f , ki;', ; ,,,.,;ii�mil�',,,,,�11�� t1r . I I l� . I.- . I 11 ,I ��,� (i i -,I � a i �.,.�; f:'i, I t ., iii 1 � �� ---,. v "'.., I � � if;- t)--,.l-N IA,I,; ., kol. ,,iil:�lit;�,,� -,,ll ,l: , , 1 � 'k I .... .. i� , . I . ,. ,.I I I . ,,,I ,�i�:--ii ,-�iki,I��1�11��,; ill kil". f- 'i""', :�,,`i -,� lf-,,_�O -1:i, Zi;i,): I l�, ti,w�i; ,:r � , . I .1 Z ��; -, " . , �li�ll I "'iIi �; � i lAil l-i t�k,m N-mil,N i�, l:-. r", ."'Ailij.i; Iiii; J, , "."... I j, " ;1- l , "" I?- , A- I ,,- ... � 1. l- , - , ,,�i �P 1,; �1 X , " ,� ktt!-�f,l. il,'i��.8- , ,01�: ,;o- � (" l�ii,wvi,ii.� �;l " -,:,;�It r"".... j,� �kl " I . - .:O:",�, A �..-. % IM I , 'S ii--1,lk:�, willi i�qaii;,., liull .,iik,lc,,! i, 'Ilfi. 'em �Ii,, WI5�f lli�,*l'k � � . � . . � fl�1'1 . " ". ; I .., liii, d,--JI,-t,xJ! " , 03ltl C& ,,.,,k,,.- �,.K-iI,*,t- s ;� I; li 1, P:uvllj�-- ;�;.-l.-k,t Of , l�,-h f.:%,iY;i�.kk',iil l,� thi, I . . Ulstlmfi, , I I . I I �Z. 1""aA lili'liffit.i, ll,`r t-11�0,101,uslllilf,;, Arcsi '.11 r�llulrif l�lf.',M") Oin)30I�n-l:,d ,CsW'rfilwr ;'Jiilii.,o� I , , , , , . I . I I � . I .,..� , ,� , -,-,I:�� 1*"'Kiiiiil,,,� I itt:iii-�I d , .1 -- nxo.,,kii fA ��ht, f ,,�?V,�,,, �li�� t,il-i'lAin ,b�,ii! t t�l �: ,,,� l , suvifIT., � �'! l:,oll il,,l , - . , .�, , Ill, I I . . � , , I , , , , .. , � ;> . ,,� i , I , t '1�. ,,, ill, . , 3, ,`�i ;� ,� -, ,,, - l�-i�.W - I` , I 1�1, D�-,U, -, WQ-K�li,00l � z-r i � lmi.ji; i.it 'll �ll.ws;.lU ,�.,� il; f; ""'k,"n 1� in,,��;`sif " ii Ill; ,,� . I I � I I . ) ," . , I . I , , � it -1, rli.---,-n�.11in.,� aild li��lilq,l::l;J�I;A, �It--,in, ,k�.*li,j3K--- �- i, I,.-,., - " -3. "I' jo ,�?,,,n�,�:if 5 Yi��lr��; fOr ,. , .. � ,li ;� "' 01i 1. I.. I I I I � :.> 1. i -� it ; l l t, . 1:'Vi , . 1, .1 I - � I 1 , . . . , .; , I , I I '! l�x-illi � l'; I . I., �l. , .,l:[:�: �'M� if VX"lli"',li,X�1 it)"ilru. - I " I 11 'lli;,�.r'.t1iiil : :,,li;�:l, m;--i , � .�, knl� 13-1��Villl`-` :,� ,�-al . � 'i;': 'ai .. : ,�� 1, �e , I . ., ;,;�iIl �.�,.,,,,,*�',,,-,���ii��,�-.,�- ;:�,J�I�-k, lf,,,?-..,�f��,�ji� ,i,jtliIt, lil�> .Iwii- ,� i-, ,ul;.W�, li' ffii,,� ,c A`�, i, I,m" -, Iii- t-;.- . 1 -9 �,, , I i, ,� . � I .- - 1. I - il"',, : ,,irii. l . ..... f , , - ,'� , , "i-,�, " ,, ". - .1 .. . . . I � �i 'k;d ��,I,,�, ii+.i,y :."". ii, li x��, yij, 1:1", ,l-, ",�"U'lil"lilk, l,`,-Zii,.�li!l3,'.t ,i .�,,.�I �.', '. ii . .., .lD,,,ii`:lm, 15�-,� ti-l-�;. �.i;� �� ON-n.� i , ,; , - , - I 11 11 I il �,l�:�i� i,.,l:m:j, L lil�tii fi,-,i ii, t;,I,.,. ,��,�i � iI., 1; I . I . I . l,�, - , i �-!l-'i'% - - Vtl- -,,!.,,. ikm.�il, fii.5 `.�,,v3,k�i� � Ml�.: ,Xw.l;��I.�l.11,:i i:,,,i..,-n,, '.i�;lt.11.1."kiM I I'll 1. I � . . � , I � " � ��: Xk,llilli: �� � � ,i , t ,_y ,_, i 11ill'am ,Ojl,'7�f�!� -ilii� 'o - , - l'.,.- �'. �� ,ik.o�i tu,! uk ,,�.si,.,--1-1J t-,". ,:k,,,,a�,,�,. fl"i CAJ� sl�,W S":il;f�,t , ­ .. . . , I 1. 11 I . 11 I I . � 'k I',I,�-% � , IMI".,:�%,,.l biil.,t,l,.,i�l-,� � illk , � I - " ,�-i;lil-:c,�,I,�.i. , i. ,� �---,�`K�e - ,I,�,,� 1 �iwilh�,lij��lr' ll I l �: 1 �, fq: �,�Ii:�, I"�' l" , . I - ,- .11 ,'. . i , ,� ,,-- i��, , , , '511, �i I 'i I I I I I I I - , .l 6, (.`�wfls V;i,o(fvr� -fw, ('iqIiAld lm.qir<iii�mivtlis� lfi,-, Oiiv8��r -.ifi,i.0 �X,ii�i::Kill��W, �,tii`i,l -k;fMik),i, .I ',,,:. . I I I .1.1 , -1.1 I I I � ", , 51: l-i I ii fn;� il�,/; - flK,;v,mKl I �,:4ii�l-- f "ilk �-`Ot),00i,*,li,,I) t f-k11:,il;iilI1;-, �;, I� �,-.ft-� ,,�,.,�� "o pl� lb��, 1� - it' �� . . �- I , . �': . I , I I A - " it'. (l,�:llil,,, r'l lh,,�, -,�Imx�.�.z s�,f A.km�,�,fsi� ,--�,iiiit,l.! �.���:,���:,,,,�",I.�,�.,,,i-.-� ,.- 1,,*li-` 4., Go1Iuik�i,,�6lBt`) XI lli� I I , 11 , I ., I 11 r - � l.".. . �.,q,Irld�,3ilt Tj�,,, ,..".,�����l�."��i���)".:.����,,,i� Ix-, i 1;� % �:irW,-'k%, : k t iio, � - I � , "At ,� � � . , ni:li aff, !� .; U , � -i- 'p-1111.111-1 �81%� I;IAS,�.I.11:",� ", � - I , . I ". �- 1 Thilll-,Mild. Dti:! W, , " . . .. . 11 . � - - .1, . 1 � ,l:--, , -l. 6 ,.� 'i , � ,, . ., i �, i, �I. l, : . �. , � , � ., . , . 1-1 - V. .. �': D)I, I-� x - �,Q.:it:" ii,k�i�.:mi. 'milt"? i --Iii ,,I,o,::�� � "'. �k �,:�, i, �W.�'. ; �$H Kit, l� , 1� Illy LA i,t., if�,o C'.s I -1 . , ,. , . . - � , I . � ,.- . � , - ;.1 11 .... -1y-i;,! .�. ,�ilw, I,'-,,.,,,, "."; I it;, 1:il�.ki! il'S:'ll'o.;�!:i8 iylll,�� i xkI l ii� i,,� i i (3.;', i e_` �,,; -, lie" T� i: �� � i 1 l�. 0,,i;I�,�ii;.-,it,. o.,ii is -- fiIil�l, %,l, i ..' I -11 I � . 1. I , . , I .11 I `�k ill I 1 .it; , ;.� t.,.� Hil �` I - . ; � -, � i0d , I � I t1,��.- fl.JI:ii�-,nd ,I,; - nP, I 1; u�,V..�,.,,,,nd "-p, uf P.- 1, 1:i:) �,�.ii � � 1A I , , it awH , - t.1i J..,, ��,' ... -, >.i�� � i . .li ; , . . �1 . . l I , I - . , : ,,, � f� ... i " It . ". , - D;Iil��ll , i�� ".-�,�i.. l� 0(� ,"� Ji;, u�%,,.�.l :w�-fl,U*�I�k,i; �:,ii-,�l! lvk'-'w�!,--k�z�. I . �-. . _ , . , k � ,, � ". , . , , iti lh�, t...I,�l:illIv li?,,,,�, h-i "Ill., � . _ � - . , � , -x . .. � I I I . � . , . . - , ,� ,b� I-11" .% � 1. id,�liful� d:ik,,.�j�, 11 I .It JIM 1, �,iiklf l,�,;l-,4 . - , -, I M.'. 1 1. I :- ,P-� n �, I , I -j;lt'.iu-�- 'I-,, i:--i, Ill-', S� , '. , .�:,-- ekk il .I. !�f;k�mt; s,k::X-,.�k,:-,�,i-,;. i .... i:" -1 , � I , - � , I . � s. �� " . , , � . � . , t,�; 6i-,� :.`,iillaiiiii.ni-, ,�i , , 1: l"", l ��,IIIV,:JrO hft,.� 'Il!-,-�il..%,,lsxi D,isli,,i.� -,'.,'-`.t-,l,iP ,l N il i" ffi.i� [ o�,l i �. - I . .,. - . .1 , F-1 .il ": I I �,.:,xi!.`��..Il��;Ai �5klil.i "; -, " l: � ii , ", I I -:'. i� 'i p:',� la�I,. i-.,,,,-;,�� 6i� I !Ai,`,:k�, l'],�."liFi 1i; ;,t !� 111.� --.'- - � . . %, I , .. -i-i "J. 1,.�i-�`t i ,',>��,;�i",.i.QW W,.S '. I � I I - o 11 , .1 ., '. . I . . , I. , , I �z,-,�J�,�,., ,'irm,�I,, �i,&di.�iil � --.,�� 5 "ll 11�1�. f,iakit <:�-! , I , �i, � � �.. � --� �: t " e 1: kI:- . i., : , %, -11". l, U,1� . .� I -.1 1.11� .: %?.� , :-,;l.i-',iiil,�,� . I ", fi�- "JiSi, -V, e , - , - , - , , , e.il I., I I I , I I 11 I . I , fk-M.t, kf �, f, . � I � � -�,-'. 11 f, I ,� � ;,�,�l �l� Jlii��, m i� ,�.Ilitir 1'.:jiil:;;,:;l�,If ,"l -ii, -w,,;,,* �ii3li ix, 1;l-�,wii,�,f l,k,i, tfi, it;, f - - J , 1. . M:,;�, .; , , , i.l..:,l.- : � . I I . - " I 0i4-..ax1I llliIli�l,,w 11 . I I %1,1 A � -is i:, �.: � 1; � lk,� k � 5,: � I . 1 � " �-: -,-;� i `* �; ": ;�,,tl ', Olt it ,,, 0 1 ,; I'l, l,,C s ll, i li:'n,l v,,�d �.l �! 0i ,,, I � i � i. , � l,�� � j:�, � t�j:� ,-, :ti 1, ii� i ", . -C, I ls - . ,` �,W� "J" I I .1-1 . I �, _l: .k - ;,kI , ,: ! � W �,Ill.' 1,; I .... .- I , � , . � . � E : �-i::Ivw��i� khi,�dl��i,�.--. zmii.I, f�l,�- "I iIi"ll (,'1l3.i;lilfiI1,6�:i,, I ,; ;� I jiffl, e Ill, liiv it,il"luu ��.l� if� . q .1 l,l- ",kl:1 i,lvx,I .:; " ": l.",ll. - � I - 1. . I . I I . I I I . I I I , ; . , .; ,". I 11 � - . . -i. , I;� , -, ls1i;," " D'i *t­i��,-,ii! k":!.,Qflii-1-,:ii�l,1:: �,bxAiif i.ii�,� ,.:%3liiI-;�-.Iii,d x, MI: i,:��-Il,�s kldaiii� ffii�-1,,: `��M ,,f;:ii,,.,.--- lf,��.I', -, , I I , I . I I I ; i. 1:�lljll,; ; ­.­­.;.­� �., ti'll" C--'l,i�ii,%.�, ifl�fi:� l�:q�f h;il; " m. lx-k:l.i ,,:�.,-ii.-s;,.::if-ai il, li�-, i: ... ,, jix, di�,- -!,,f,,� i .�. � ll'i,il I .. I , , l'. %,'. I . - l- % - - I i" ,-_ . 1 i ,,-;� �' ii... � �. I, k, , i � ll� it k;,., , � ! l�.'3��,, � j,l:,jl I" l0* ll,r ��. I ;� ,,i� i � , 1 5,: , , , I.. ,� 1) .- �- -11 , -1 � , i .. ii � , , . , ,l � 1-`1i �,-N I .I I '! , - ! 5., I, . A? 'i- : . il-Ol�� �ll� � ii�,-I- n,l ; �,li I; �� , I, 4 11 b " . . , ,� I :� - W1,�.il'iffi--.: ,Q i'l . m, � �`kkiiki,�,!-. I I I � . � , i ", � : 'i - , 1:11%i�fI4,,� it � li'l"ll i::,.� l-, i :: �, tj Z,-. , r.- ;,i l it " .t.f �,,,.i: I'l �i �,li�fi ,,-�� �lt,. l sl-l" l. � i �,�,�,-, bt,�.u;,i.- 1�i li�-I� fo,r t I �k� ;6B; J ", " k� i ", �, tdi-1.1;- 11 - I I . .1 � Z, ;. , k"J, � , ), � I - im" � Yhk.,l: ,,�! , l.,, l ') , -�. � ,� .l ,. ,� :,?,; RF X. � "I", I -P, lv,,,�111:l-kii. iuw..., tkkdil,,h� .�:,i iikii:�,'!,J. jilki i *,"i" :, ;,-ii;l,`: pi"'. li> 1� �, 1Z ili�, ,. 1. . . I I .. I I I I , . it - I.. ..'wIk14; Bt,v, l . ,);.,fl�; �1,1 , .l l- ,t:i - S ,,!;l'lis�,.� U. , .A Afl�,,-.Bl�l f, ip,W "ill i. -j ... MIAI " l$,j',il;l,1,i ��i, �::I,� ls lf,i�� � 'if. . -1. :":"; - , - " ;, l' - - . 111�.'X � .� .�; , , I ��, f�, 1, I I . .1 . I . . . � I , :J,,�,AfIi;'�.�.kili:� l,km-,,�il",.'i, I , 7, Con.;i4nwihin lJ 'unniiii-E, v,np.i,(,lVi,u I (Ill Rout,-, 29 ailti. U.tvth,lothi� Rwidt� At its � � . I � m,(,A�s I � I , �. , � I'� I l� i el� *11 ii lit: rtl �, l i, , - �l,�i,,,�..-.t- �,l k, ',t',�:,Z1M, "I'll J -1, Ki jx,l)" imt,"", ti.11;k�f I,M;� Ml � - t7k" b!, (h,�,,��,x- *ih]lili� lllitl,- 1 ,� - j� ,,.! : il ,5 �, Ii - . � - - t . � I ;- I , .. -1.�11 lql.-�'. I I I I ,;I-d w ,I, I , "'. I, il lxl i3l:� 11�;��smifii��, l"I,:.,i"�,i,l- -ud fe�j.xi�;:,.: I k) ;,�- - , , , V J-Q.,M`11 . , I'lk", . ­ ,1k-1cJk,lWv j i it 1-11 . Ill I - I , 11 .- 'N.- dic---,il,�d�i�l!! i:ll, I .. � �, � , I- ; � , l -� , I . � ,:� � �, � - i - al 1-,,l� .1 ,lf,�;,,', ii:, � , ��,Ilat l� -1, ill f!��if I'vi l,� iilm i,� t �3 l" pi��:�I; it?i tt� iI,B�, ";I yi l.Iri '.�m-�-,:,,�.' .�.- I it; I I II, I I I 1. I l,� �,iril.` 11-11iil'�i i� I . I I I .,� ir�l I . I 'S � � I �zlfik: � iA ,,, i, , . � , If -� Tk�ilil IP, l:lt.�: i�� "i , 'it--�-JIJ ,�,l 11 ,�, 11 'I ,:. . . ., �� �, l,Ilprt��i��j"il n�z�, ,Ii,� �Oj,A,�,,,!: lif lixi"if"ii f- ,ii., -. I., .. I � I I I '. -, x I I . ,�������.""",?,�:,f"�-,.;����.�, 'ill", Col).11I.�V �,3;�y, �,xfiw,f 11�-, - 11, . . - . . . . ..- p3 , l I, m, ..".., . I ,��;, �f�:p�,�:�k,�,��"".?,..�..��,�,� l" hl� " l'; l.f -1 ik,ti, I �I--- � 11 I - � .. ".. �, �",I,-,I�,�l,,,�i.��3i�.i""::t,,,,. thl:I-k��ii�; m ,,Ill� k.�,I�,� l:,,t:,r�` iz;t�i-i'. � �,,-li�:J-i-,- . I'l, -,-I� -n;t,tjl:,-ft.� I, 61;� t1a �Itg I 1. - I .13k�, lk'�, I. .1 - ,I�ll � , ",j, -1t, %.�,. , - -!l It'-.1 . k I I- 5 Lli I . . l , - .�����.�?��,,:���),�,�,�,,.�Sl��f',-���lI tiv d 1 , ". , o :,,;, ! .. 11�101,Xo�i wmpk-"T sk-ih.11il ;".I��,;.,.�,,�,,�,,�;,,��3�,�,���i�.�,:.�,,��. ilii �:; i-,rz:wiu �it-t� ,�.', , J,l, , I o �, I I - I I I iil,xlli�ll �,'.pimlik��,�;,,�il by Vl'IOT ill-kd o,.In"it"! ii? P'Wbl�;�- wf�- "i -,IiI!�,,�f�w, ��d 1,xv `VDOT� 1". I ... - � 1. I... . . I I I I .. . lril!:l -1� tw?ill lt:� t.`tswl I�,ItA �, cfm�kfrlwffiitf� ol, Off -site Ifiliji'l-kivoininit'l- Uix,I3 li;,q,i,,i�i, " , ffil� t, � -- -1 I , , I � , , - , . I 11 1 I - � I h,�mml, if"111. (),,�ii,�I, -,hi.fl 1;lwl, A,,,ui-,,ni ��oll,J �lild <;l ii:,�tii ,,II��. l,,iT'l'-tiiL, �l-,13��.-.I.-�3":�.,.,,io�,�v.-i�'fl",!,�'��'��,��� itlll�; I � � � j, I . 11 - .1 " '). i .... .. , � _1 , I � , . - I � I lit ; � ,� f*��,k�liqlti�, 00. qll� i'� I ;1 � - Ti , � i,�ili*tjl- � �il.it � w,l 1i I i l.1; l � i, ki,v im�,& � l �,,i f, � -1 1 1 i l:�,f 1, F, * ".,-',J) w 1 ': ". 1 ,� �l ,-� ot-: I,-. .. � k,.,,.,l.,. - . - � � � I I I 111. : _ I I I . I I ,. I - il , , , I I , � , kiV ,,,,,, -s����,':�v�l?,��W',�:��,"�."�",',�-,t�,�,�,'����11.1��',�.�,�('�1:1�,��I ,'Wi,YR-*;,Jil� ... � - i�, I- .:el . .1 r - - , Q i � i, V , " :kli� lll� Y I 1 "ll' : klli�,'3i'li,'ii� , . if lki�- , " I I � I 11 . � , � .." -1 .1 , , , , , , , , I . . 'll � , � I ,� I .-,� l-'r,Mix'.t� ".", iMl,* ,�Ml 5" tl��,j , V�if�`,.-111 i�t�,�)r,i""""."I�;�i-�,�,.� 1.", l:� i,,:i`?MI)fi,`21 ,I,,- il ,pjk,�,Ilao i" i� ''. , : , 1,:, , , .31 1 1 , l. , "I'. ,�. ". t�� I I I I � I , � , o,��, f�."'w".,.- (,�"."��,.-,.�:o-��,�.�.'-,,..�o �-:3I.-%U fl-, ,f,,�,�l tA �-Ilwil��u,, ir�il i:k i1x-- ii,y11'i:,,.fi,'1r.,"m�,' "In, -,iti,�,,:i"lilie,f-'�iii , I 1i ." 11 I - I-, I I -1 I -1. ..,. � � I I I I 0, flIi� p , � k, M i;p`1u'ls,imu,::,t15 l:,;,- � l�m;� il�lp,icnlkx! f:�,,� Vf.)?.,.J"C ,li,.O! �.:,�lt.,�llH ; i i,nkb,,-� ll,,x,� ll--il I�p,kl,�'v-,kl'.il. by I I I I . . . - VD01. . IN., Off�siw bopg-olxcotnits �n iiie (-,(tilail: af, flis, Noohviol: f*)Awdniu1 of div 11 . - I I . I k6i,ir"lull R(z:iJ;RWnktl 29 liilleitmitkith�0, f'll*-, l�lli��:,,,.,�;1,,�, pi;tfi, "wid ,,,;�i,,���.�.�,�,::�;..�,�,�i,�.� I � I - , I . . I I I I w � �'. ; k .: � A , I 'I �, ,�. ;Mid ,i�.I'liIii I'n I, ,.,;:ii,t',5";5, k* i� ,�..:�.i,,.,i<,�.,,,,u,.,�,.,�.,�,.,!,; Ill. 5fu� l.-Xll� liv ,�Ij,iij b�ii, --,,i.1;,I36f,,,,I, "k,Il. ln%,�l-�xf:;, .. I `,� .1 I 1, 1. I ,. .1 . - , � I 11 - . , , , ii�,--- �iiil "- I it�.'.'��;>, �!' li�f .J$S, ".�,M - , � it - l, I k. 1--1 m - � I , . 1� .A'L'l , - I B� Oi�'f,-,��A�,,�:.t��lJ���-f���;�.,I��'ilt�� l�l tfi�e-. Cit�: -,A IJl,c,iN'.wtfi"l�;t,i Qulldrmli of ih,,� HpIrmllic I 1. I 'r I ;� , � .� l : Rix"WA10itilk, '114 lufie.ir,kcolf? ini,ia-N,,,1r1A1 iiiviii,,, 4 and III 1).o I.-..&il�ii 0, Til", ( ,,��iI�� ,1,111 I I 11 I I . I I , I . 1. ; . I . �' , , -im".-lil?�'i ,,I k;lIllk,-zli.i� ;,til�� "i'l,irx" m, !; ,�, ,il�,,I).iii tix� �M,,�,fi,I%TI�,�,ii'l !.!��it,., ,i�.,d it�.:.,�ls- , 'll ,i, , _.l,.� . 't ,,, . I I . I. , I I . I . . . �s , . ;�.-,ii-� l 1, - I- irl -If**�-,:; 'll, (..'Ii�l I�Dli,lr-.lc ;�I1,� l � �.i ," ;"l�- � � ( i vi; 1i , ",jII"'k '�k � Illil."all," �Kfl�lE, I,,;., ll": � ii; , . , -i � , , ,,.,. .. 10 ", ,: � I .ii ,,, In vii'll, l. " 11 iii � - i , , , I I - �1' i . it, �.; .. 'I ,-� I l� "; 11 ". I N I�- - i ,�,.v ---,fi�,-�, �, - it ,i -�,L.lJi -M�,�,;+,-I-liv; �-,Ii.-�.-,v,,� �ipf,iIit-,,,�; <l� j��,�. flf;;� ,., I! 'i , i *�- 01.1 ,,:�,O,,,::�, � ,I, - 11 I I ,:I . , 1. %.1 W, i- , I I � I i �l �1 "I:'! li,,�", k� , III x� ii, l','I l.� i� � jii- : �� '� . i" ��, f . � I 11 It ,I -� ,�I�`I.�,.()i I.?Q l:t�iilaiwk�l h�, 1:11�., ix,.-,fi,,,i k--� v , I - .I � I -,� � ..", ) � ,-,,�il;x �' , � I I I 1, j � I I I I , � � , � il , i ,o le",", ; '. -.m.,r,-i�;:I:iff i..11�--al,51�ii 'i;]i'll, �11`8.xji'�-ilklljitl� ift."i k,&..l:.i1, li,miw,;�f� I-uil,-,:� lii:ii: li;k� i i It I �iii 11 � , " i,� � , i , I - . .1 I . , � . . . I . I . I ,o % ilill i-,tt i,,Ip,)� ,d "bit; lw,�� l ,m,�I'i�ii, v',,;k,;W.'kI---'. 0". il�.h,i,,�6'.,.,�� p�,- i,'k.- I4., .. .l. ­l) " - ,-- - t)l " , � :1 ,�ii�,l ,�l- ,_ '. l ,,, 'I". ('h.. l* l , i� I 1. 1 . ,. . .. . .1 I , . . � 15ii-, z,. itill �; -,-3i-',-,-ti3!--, ,� ..it , P 'l . . ".. l ik�� �., i i"i ti f, I'l � � I 1" 11- , I;, I 1- , - � I kI 1, ,., i ji�, liki 1111"',.l �, . I i� ;% - '. o� - ...- 1; w 1;�;k�� .. ;k � .1 , , .,J ;,i-'l-��it,.i�!,.lit,l *111,� -', - ,I ,-,,, '..%I,. i,,,1i--.:�t.i�kiw-�-,,.lf, III,: Ckili,,.--I� s`.,�1'1 i:-m;1,f;11:t1k . I . . .. , . I . � �. 1. . . I ,� I A ;i .. m 11 I I 1 , � . , , 1" I I , I� ,: -ell�;` 1 W-Il!ii,Kil',.� Sk. .1 - -!,;,., .., *� ��:Al li�i; :�kiil 1;'i oi�,' imlwlt,rk�.;i- �Ii.i JA.lk `�Mi',T "tZ l, W: ,3 �l,,,�- ,,, , : 'I, I . . . I � f -1 I , " � I I I I . . I 1,1 ,� .. " ." :�-;, 1 I I , � � ",e i; I! lA &ioa-�"i-�., M;.,1;�,k1:' ,U;- �ix. i � I I 11,11'.,, l, i i f k-l� !'If-, k� ,ll�li �:, :I�, I ,iL, " ",_� . I -`,-`l� �., 1:51!�`.ii "i;li", I . , . , . � ,;m i:i; . ,� ,k,1-1,:; " it, k ,*-.3ii;1l�;I, Wl.f lik , � i c t l , ; Cl:ll,Anli-I�iw 6ll,if tx� :1 �, i- :,�, ,:.iwTl��,.f,., %,-i 0. ,Iii,� �c:ll?"".,� 8, .; . , . I I , � I- I'll � kbklic 1�1� �:i !1�� �, l- i i, k; �d I,,,! , . . .� ,� , - , - 11 . � ,jli�;i�?;lIi,-,1:-,-,,,k, %tJO :ij ., ,-�-- f --, - � . : i, i, : il.i, l. '­­l i,:, W Jl-1 j �lwi i,:� Im"d 1.i,I p is I ,.� , -N- , I ,�',.:.. -V I �. . .. I �, I . Vi�," i" 11 I: , .. . I I � - , , , , , f jli:�, r;; -t -,,�� i.:::-�'k � i.- - .... ... .If j, i, l:l:. "' : � i�:��.lj.I , :- l� , 11 J, � 1� l -, , - - - 1,1 ,. , -,Iik�blt*,�!: Zk) I �1 � lt.'Mi.l ll � :'k',I,WTi;l � .,.�ii,�.. , :M ,I -I ,,��- �.r i . , I .. ... . i , - .- I . _ ,.-- il%,',�., ��.3-1p,"�-,-,�,,",,'��,,,���::,I * ,. 1), Rm.,itw,liallu .11ii"I I-le"lk,10tAi, (if faxill for Rc-t�,i,mid It'li,utt., �N and 116il-a3'Aie R.inild .. - I , .11 - , � I lnfitpw�.fib.il lwlm.,%,.�iiRiQlltiii� u�; t,)�-;!W� f.-l"'Ji i ii�.--� � il- , .- fl'i, iiii". fi�Miie �l,:,Ali,liikk�� li., lil" - � I A � . 11 , 11 . I I , I . - I I k" � -:- � � �fl , ": , ,_� i 1- �-, ; Il ; i, r A, �i i ,i te !,� IM ;. ., 'illixi, !,�l: illl" , :, i'll.,�-Ki.i;- �ii: ;,".;D C�aiiw� .�.! . -1 ;;.1 A .t 11 . I c.."?mmi'll "�X'D."It , I " " : ;.- m-,Mi h ... .5 - " ; "'.. , - �, - - . . - ,� ,.." .. . . -1 i I I . � , � .� . .. i , , - , , , , , - , iiwl��n��O.Iiit'l� ;.��i',,�",$��i,z,�,.k�::!*,t.*,-� i'll fli'i, pl:;I.k,i,� 2l:, , 0 11`�I�mi:llik:', " ,x, ukh.,f"x,.,�ii-53. , bl,- ;,.`��`It.�.. * ! I I I I �� liii .11, ��, . .�-A I . , � � 11 , ill ".-�� , I I � I 101 - I , . I i:,1:kill f,".PL-t- ,I�Vtlt,�I�l�,:liiil;, Rl�-,,,M ,���i�,.���...,�,�;,..�����.-���.�.'�; ;�." jl,if01,k1-,- �il,.i; "Im� I�Iiml ,��!,,;,,�,li�l.�, �'Pm,i,A A - . 1 I . I � - , I � �� " - , ',� -d I- -1� �i:, "'W , fa,� �c� � i,-�A 6, - � � �,5.:F,i, ,Iif� §.�iIiit p:::%,, of" ��J-.....11, ,., ,,,-,,� kl,m� A-,xl".iii� "s ,iiiiii �, Mto, el .. :i �>,� . 11. 113 j . . I - I I , J- , , . tii,lii- I; - �Ill-, ;: f-, � ,l'itil. ix, tiklil- al , -%4li iji ';': J.-f , , � I" I � :. ,,,�I!.:: <,. h ip.!ZW� ,;� " i i u, " t ,�, � I fl;�l.,,k f" . 1. .1 . �,,11 11 , .1 N - -l.. :�.'.�� �:','.-;* , i. l,t .11 I. I? .. 11 .l t I tfi` . I I , I I. . � I . 1, i -1 , �, I , , I , k` I � i k. 'r.. ,%, $A� �kl i ,. , *i -!,.'.I�t. �.If Ve',� , ;r , " 1:ii, .I--t* `Nii; "i ` -&-, I , im", -.I.,(:'A':, .;h"?l,"il� �It� �lp,-iI��l '1115n, 1.:,,lih:� II �w , : I . . , � . 1 '� ,ui, f" , , ;1 , , � I e', I - � - 'N �1 � I , I :lj ;t�,f o �t� 1: 11l 'i - I ),07 ti � l�,' F ,: I;Ii-,--,�i �1,iu i , li�., .Utll I . , !,x'.'6f, ---ir-l-'-i� ,ti li'l - "., I? � ,,, � �, � � I ,H'%;�� T`i-�; .,r-� � W �5 � I , . I "', - -. - , I t, I I .;. . � h: �lf' -"-Il�i: -`1'ki-.i ""j _l- � i il. , Fiell. �;� i i"l' , -i�!e>i , I � " ( � i;l ;) -,,�iiiti� �� "'! ',%.ii il"i:i, I . I 1: 141. - - t-i'l, ,-i - Ili �Xiv fil , i.),Sl:l,y 7% ,I i�ki 11 11 v,� I , I , , , , . ;� � - , f " , . 'I ,l : l - "li b,;- vl-)OT 1�i,- 1 , .. 1, ( 1 t I, , . I �Ivll l i, �s "e.I .1 ; ""'d !.,---,.. �, 1:�:t1iiNt 1, ;t1ill. � �-,, . .. - 9l.11ii: ,,, �, M.., -,., -:i,vil � ,.. - ,M-,�, ,,,, .. � . .. ", 1 ki, .I �kf�l,yKi� - , I I I 1i I ,.� , - - - ., l , , -i - 'AkkIirk-.k.,,l!i, R,.ii)illt ,31 p4b j," i� � , ; �.5-,f �1.1.1.','��;,��'.,,���,,,.�'.'��. - ,4j, , I � ': �, -' -1. , :11. �l,:f , !, I i .� I - � , , j l ','-�f f o.-- �.Asl,?Ki. ""'. in '. I �, '. "I .." !:: , , .- '. . I . I I ,,� . I 11 ill � , -It litxgx',A�011I�liii.-� f."11"ll.111 ��-Jm A,i,,.,,;a,-",, �lli;l-,:,li6��, ��M',*;;�k.'li�, �lk :� �li,,, �,.:ll��hl,i��im uhI:' di- i,��lm� ,,,!Ill.- , -11 . I I I .. .1. , 1� ll�tlil�:,NaaE .�,,.i���K��--,�,�;�,,�i-.,�.�l,,� I,�-,�,I�!�; . i;.. - .,� � ,, �i,,%, ,:7', ­', --��.�,- . . - kt 4 ,,, _i, lit, lik-�,- � i, l I.-,,�i.iiIj ��I-ifsw!',l�I �l-� t:,,11 ( �,��MIv . I 1. I ,. - , I I , I . , f)-,-1:l,l�tl,i:,,rkf �'If t�', � , ,l . , " ll- ,_ ��;f �-,I,ld ,it iii; lil" I�ti,,6,�� ,.;X , 3�:O�:iirit-. � I lIA ,��.�,� :A I,.," � 11 ... mKII.ME., l..I.'S�'io�;,,I�,�-. , t ,,, t �k . I �,., , I ., I � I . I I �-.*"": � � � l -� 1, ij V �, � , i I�; " -,-�; " I, .it, - � k� i l � f 3 ') � -, . 4: l`<;!� ?S.l il ,ffl. � . i " -,tij�I i"i'I l��'-,'i.-�iIlik� V, ", l , .!� I Ji � ': - ."'. . i 4i., "', - I ..� _l� . . N it l' �, . 1) - � �,,�.il I, � i.:,.i ...- i�h- ,xllk-ri-!��m �, lltu, li � .. ;;, J� � , �+Ily,�, ; � j , � 8- 1.111, , W', �i -,� i 1, I i I Ili �;,111��, " �ffl!cl' � �i 1� ; 11 � I lut�,i it. i fIl� , - - , 1, . I . , I - �lli:l ..'i* �.:: ,6i-� - I t�l .1 .;i 1, i I ... I , , �, ,, -%l. , l", " I I .i . �i-:, ��. , :-�, jj�ll :�li. 1- , " " 1, - i` `,W, il*--:c� .,li',,-:l� � - �.�3, �I�1�,`,,,�� 1. , �m-s- , " 0---.Ipl:� � � , �t 'U", "I " , � i it; l,� kl ll� l 1 k- . ,,I;' 'I, - . I , . I :, . . . 1, .1 . . I , fflk�, 0-i,oi, �ll:iii:i:�,,-i,- ,:�Ili-, i'.i3,`l:zi k�:�k ,,it; p;kll :i,,.":,iiy , -iit'i, � '. .� .; -.1, lil ��:iiii;.-'.�s-�1',iin l � I 1. -;.. - � , k+ �i.l I..k..� k.J,,i7.,A'it% ii,t�.. . , I , � � I ."'. �l;t lg:,� . -<:�W,'Wjir� ; � .i,'Ix: ki,.'.l;nl::l;6 D,tA,;:�l6m,i "Vi-it, i, I, l�ii 'A 3 i�.- %f i� � I �� �, I: s,,� ; li �i�,�Ii.ii�. J'i ,:id,l'3Axili `,�.k lft,� el - ,.i . . . - " '. � �ot-: ,.) 1 , �, i , i d1w, '..,�".,I,j�;,.�,1,'�..'!',��:. :�����l'.1�,�.�-���...,,,,.�,-?, f�t,�Ji-.lt;mA ,� 1�,l, illr. ( -,',�ll,.�.k� "'. j0 1! � ;".li,k,�--iii,� iln�l ;X�l;iv�,�.v ; Ii �, � I � I . , I I I , - , - . I ;' , , � , - - , . , � , " -"�,,Js R.13ll� :.�.0'N',it:,;,l;i:f��, Il,ic?w� mk,,*,l-,.'-',,q,; 4,.;t,;,l%:.I,i�%-� ;i5kll I�ol;--ikii:�.kiz ,-l- i3mil;', itki, ,��fll,, .,,,It,k� . 11.11 � . I I .- � � � I , - I I I . j , * ; ii,l:tl,:--,;,t,m i .�31 1:1 I;,".k-� I,f,i�l-i-l"�iffi: I.si-il .- . -, I , . ,,, , '?, It I _ -_ , ,k I', -.. '1,, � ij�, ,�l 1 , ii; ?'(,� -;, <h"::3, zI[ , , Ii. t, -M,-, 3,�, t, -,!�, ii. - , .1 1� : . . 'D. 'll"ll I I . . . I ""In" �.,):,. -* 1 ",," lt, .. ;3:,i�', I .,;, 10 ,-,I �� lh�t,e (),.'*-ok�- ,'In'll! I,� � -.,, lt! 1 . .1 A .1 I l Ill '.. �,it ',,:,f ii �,. ".- . 1 kii- '. til I I , ,',.;l,�I�� ul, ""ll ki,.-Y"13". 'i - I . � : I .k I I I u". "R �,li` iis� il:�-.A � . . it I', ru� ,ti,ki-,iln--Nit�, 3-,, l�,t� S )flll�,ii t,:, litt, "?W%l-.0,�iv 1,-W I it ". I ... in , k,,, 1,,,,,`,kIfkk,�K:�:k: N3 � I 11 .l ­ . .�� 11 - I � . . I .1 ; ill . ".. l, - k i-i 1k I , - , ll. AI,l; i I l � 11. I` '. , "i,. - 61.11 ': " ilk;ll-1 , "U.-I.,"k." ". I l.,. M fin ,kw.- til-;:-,l�if., I),��I;'-l.i , ;x�,�-- �� I0, � if ;� ;I,,,�' l,il;l i:.. � .. ...... Ill- i� i-1.1 . _ I i I I I - . , . , �it, k3 .- '! , i � I -!I i I-R%ii:k0ii "oll �k l:<iini��01.';i ii,�*z� ik�;l,ik"d R:i- ��ldii�,; l.kxlik,iI�i -1 3 i ,-� ��-tl;�: Il" -��b: ,:,�.;- 1-,.,.z�i xl��kl tli,til.,3ti.:l � , , :> .l I I 1 - ,. " , - , e�-:, i � M <if' �' t .. 01 I - l;",;:i�,,.,A -- f� Ill t ?izi; l :, �al,l ,I I 11, i'. I , .x?. i�,, I ii� IM�31114.,�l� ;",tii llwe)".� 3f:z f.z, iii li""'. , 1) '. .. r , I - M . . 11 . f 1�is ",:il f h , I " "I . :,l� ,� I , lt;, : 11 'i I, - : - i- . .1 ��, ,I , , .! , - -- -1,�,m'pkvi',,,�-tii , I)f l, ;i� ilii:%� liiil� �I 61i tixe sihol�,---, , la�t,il..,�ie,�,: i�I,i�, 0-�!, �it� m "'Il"'.�k 1,niO 11 .1 I . - , - , I -1 - I I il,l k---, ,,, ... ---, , , ,.r-;-l1I,ti- Ili,, Ulini�A-,- W I'; :, "�w 1� 11.1 1. 1 ::;01,�I ",­,e,;,;. tills" Ail i�i, '11,iwi,�;. l , kit,'. Osk-,� i �.-,. �,�,.,�--,Ii,,ti�d �.Iik� l, fit til I .1 . - te. I � I . I . , i I , . I I `�!i.,-J 11,1 -,i,,;,,,t it t -ll, ;-,.i�l li�. w, .p:�i'; l,f`i� , . .I- f,�I� �l e 'IS - .�; te., 1-II", xzli � . . I I ... :�l,,� l,-/-01,:.�,,j lls�., ,A"':r,,� laf;,i Nit i;i I i"'I i: . , . .l ,. "iit , I -1, ­ I), I I . i I 1. I i�`I.*�;, , J1.*,,.l').kkt.i:l.*% k l.�!� ", � . � is,. iil'�.,%�,�of --��, 0 3 f [I -,,I I - . ,I. . i k i!�ti, .�,.1-,,.i-Itlil-,,, i,ail,�il,�� �Ir i*cl;:- pl�� �,-Il I.; I - . - 6o, , .�, I 1, - I, :ei. - , 'i. i . 11"J" ,M l.,Jf,�- -, i", I I , - I . , I I It ii, " ii, il �.I'k,"'.,tivW. ; . it _i ..i' , '. �� l '. d," (1'1l!iI:kitt` ll:i i"if llvw,�ti.T il:i -I�,iIp, 1.l�,� ,�3 % , , 'n, � i� :it ; l;� I;; - I iii.. - li. p .,I ". 1 1: � ..l TV- ..,,:i_.'. -,'. " �!, � I I - . , � , . I � I I . , , ) �; "; i l,.;,! ilirlA i. ... l it. l. i ;�r;,,.. I . I Al:li-:;i,1mi: l'ilr. ,It% - i*, 11 fliiill, 111I., 0iiiiiii:;, �J;��.l:�� l:i�ll:ik, ,,dl l.lo;x� :.,;:, t�::� I;�,�:i;xd ,.Ilkd ,-,.-ilw�:-� U, illIl-liv,,w",I-i-,i::� l-�li`l-;li.;ikktd b, I I . 11 . . 1, -, , . I . . �. . , . I , , I . I . oil�,Owlw,� lh,,i� li,,�� (:­iulilt, tli�,-;1;11;:,�1l`r i:'i",�im, ,,;11�1. I ., ,� 11 � !�i I,��iv �,iv,,ei�,,I, 6�.�l� dk�- j�k�,)pl l�vi;i,:,m i".'r fi�3i.Ill�, mfl-itjjel , m,k . . k ;�� dki"? E:l, . I i� `�,,:�Olkiil il:�� .lij -;1M5.I, i , . i I I I I - - , - ,I., i; ii I . I . , I � . ,,.�1:1.�Afi;; ii�,� 11�ilk:;�,�,��.,,,Ii� ...'t"A tA' O�,.,.,��.-.�,,�3..".:,-,�;�.���f�3 l.q:k;,R"1;k,�;w,,llf,1; I..ik;,,lii-l�6;lji ;ii;,�-,-,,�,, I,�3skil ,,:�,:,;� �,hv � , , 1, I . I . , � '-: M. I l: . ..: 11�11' I t.�,I,l,,,,'�l --,,�l�.��,.�-k� ,,I-;-,� 1-;;�i&-,j ,- ,,,�-, , ; �, , � I ,,, de�,!K,.-li.:;Il� 1"r."! t I l il- lril �i j i:,.,,,t ill �tiv Owlx.-l- ""It, "...i.,"'ll", V� :w ..". l, q .1 I . I . � . � ,-, ..- ; '.. -I !:,� , . , _ , ". I h .., : � 1f;t'. -"f-, I I PS . I -1� iIk� k�,"ix,fi,;,- W Ui�' 0,--,l;i- ,,, 'r-, 1; -I' ;j ;f L, jk,i�il-'n 'i, I il; I , I I , . t,*%,l k.�J; l't, : 1, z l, ... , ,�Ioi� ly:i1% ,l,,�;i�l;x, 1),kIi,vMik';i1, ,,,,,I ,=*! lil�,I"* P-,W%eidlik� �,,,,� sa,-il �:;,,iis,l�t:iiu',- . I I I Ifil. R,�.-,.wl,ivntioni ;l'ud Puli`!:lqioi� q( Adlljfiol)�d U11W Vw Rpau� 29 ii,rill 11 demilk, lWmj , 1. � m - , " " � .. . Ri I,W IAXlii.�� JuNoti.x�.Ikifl Tinjimvi-nivnis'e Ilia Ciiu.�-�I' k"I"."ll'i ki:--�,i,�ik; : "j � iiiI�; ,,,� dl.�,ii,,.�tl,ii, - w I . ic� � I I -1, ", 't. I I , I siibio�l, lic th-� "Q",�d;tL;�i�� I"��E"�,��-�,�l,,,,,�:�:"!,�;� i:,--�uziili 4.�dOili,I�A,kf I�Ii�X,J ,,l�ltii-,,, i�,ni�.,,,,�,,,vl'i I�i,tl: f'i,-. 6:�i.!.ii ,,�,t 1. I . .. � - I I � I 11 ! , , , , 11.1 . . I I - . t t� V ,�i,,,- f'o; �1, � I: li;;� i it l; il, Rio: a '3:W R, wi,�. ..��)i yri,m,M i I�fI* ,I �ikill` , � 0-il lxi, i� �olli:�l,";,ik-,� I 'i , . ii, ", ,l - id, ,z �i , ,,� t """�. , ..,; RXI -I ,. :� I "I"t �- I I I � . I I I,!; �> � , " i3m Ti:,m, Is .'�'.,��l..I�-,,,�,,I�.�l,�.,.�i,x, I, Il I , , , , , "', -1 4: 1;�t�>�(",�-�i,�,.�,,��,-.,�.-�,�.,.� ."`I.INQ,,;�:�, JIilt fl,-,k,�. ,�l,�,.,�i -Aw,lm. .. . il . 't, - 1 tif", I I 11 .. I k "i I , . ,. . - . � .. , � zm,;if',�.,�,t,d,.A.l lA.',',�w� %J-';l� ,,`I-,.l`i.,?,kii.�,,I't I� w,:m--i P,� i-, ,"t".i�i"i; rk �:� lc�, - �: ,,�..� ,,il,�,,klik y, �� 1� 1,ol�l . , , � -,,'.. i... � --� A , .. - <-,, ". 1; I l.1.ii,*t- i --k ,x. I . I �� , l '�' , , 1 Ill', � 1, : " "', ii, , -z , .t 1: _ . I �liiif ,M�'rv. lX31, I.�rr' illo"fl:,.", J,.,.&il�.iIl,'-A il., ii.-v (.�.�i�:i:,,,����"..""�:��l�l k.l� , il -il 5�� f; r k,: i:, Al,uf-Tvr; , I 11 , ­ ,z � , � 3l�.k IiI .- ul"; , I", Pxw�w '1',,,-*,i�`,,lfnl0,i, itil,�,,kkl B�?If�,,'Q'vi;,pk I ,ml ., it ki,� ffi,,, i?am,-,T.iwP,,) !I�:j�,,-,-,,:, i, -I-k�,I-,,�� t , 'i" .,* - I - , t." �., I I , I Y , 1- .11 I , 1. I I I I I I I 1 i'l- Tlmo im", 111"N l,l.� f)k,.uh-,;l1.; . , .- . t A- . , I l 1. �, I - I :-I I l." I.. -: ., . . 1i .� , I 4, i , "I'lli. � li��); 1� � 11.1 Ill " - ,,,,, c lil,,,,i�w,lq, th��t. -,��,e itfll-iJil,-As��llj yll,�I., , .. - , I.. I . I �lq.l�,:iiiw�r. �lw 1 -kr,g- If ikilil fil"'x" ,;,i�li,?,Ii�.�, � '.,,&��,lll.'i ,i i , .:Il�`,' - � . �l I A) , l.�,il A.nk�,11, ,if"'. :11i,IA,,.�--k�! t,� ,fiki-,Ill ,q�,,tlnxl;",�! I)-" fl . ": ,� - . I I " �. . I I ir I .... , c IiiI3,w, Dii.10iffifll.'fl; il� (Nlim:mmiI.-� Eiiiiik."�'I",-�m.-.0 'u,Itf t��I�lt ill,,� l,io-;",�,e� l� i�Qnlhiixl&,.'� timl �,ii,,�,,� W: � , 1. I '4,., , - . �,., , , . ,, , � : ': l.,ilv . : 1- . ii i ,� I'V? 1��I,li.,l D, 4�ii,,;,�iI.ti'M ,-`Sx-i � l iq be. ,,-1iil`,,e-,j ,,l,iv.; iK6B,'.f v, " , .- * `l,�! ,, I P'll I I 11 I . , .1 1i , I , . - 11 I - . I , 1�t,h,,-i J � I . A l % j, 1 . I �i �,,-� 0-sk,,T.-,i,n, �I-,-.�ilI ,1i;lii;i,,k;,fl.t ill;1 i..;:,lw�,l',-.m-i ���(�ii�'��,,�,,,��i;��,,�3",,-,, � ; ' - fiem A�:,�,,, te �1,�- 'Cilim,f, I I -- - , .. , I I - - ,,,,i�h;I, l,-l;lil,,�v , .1)il. I � f,ll,�.- n`iii�li- 1 .I. i� f-'�Ik�lijt%cl�l m-ifix"'."'? i - �q .:iic-� dlxi[i,,,li�isln� ,i�tikl --�l�-Jli l,I�l�;Iilf,`li - - _ in - I I - � - � . 1. I �` 1i 1,1, I.S ,-I, i-k;,,�iri,llly iiiX3�ia,�-,, �Ioo -.l,,l3,Ifl1i �'iiiii, �,Wdl ii,,�,,i� ,1:;'. ii'l,k ,kklic�,�,�.k'm il,m,j i�,llt,li�,yutll-, -1l, li'i .,t�--, . . I ,"". I . � . in,�in*l�,,,Ilt:;., I'i,l�r 0�,�, I,v��w-11:c.'w,,� R ,lftl 29,;JJy,- . ll- Relld llli�ilo �, ,� I :iai.�. . V,,�im.Mi,, If, -fl.l,- .1 w'Rir.-1��nlk. 11 I ­ I . I � I . I I .1 � - , , ,f3��f��,.��,%��,,,�����',i..-.,,, Dt,-J'k;�,10:iln ,�,�]ili,l ii, �,,it,,,� kfi,'ii;"!,itK,d ��.�Iiil !�.�iilll. - . ; ... " I . tx, 1� "I p , li:,11,�1i,", ll;w ,.,v �.k�,k� �,si ,�i,,-.,, � p � I,,.��:: - I � . , , I - I I �,;"k,i Ow�.Ii��. -�,h)�,I.! ti;'k.v : ,if s � I wld f.,3:�xu � ,1.�Il tklt�.w . l, "Ilt Il ,ik. ,Xz,,1,', �A siffk�,V, � Ill ��:I�,, -k',.� If, � e -t� �'.lr : i! l� .1, , . . , IMs I 1. I .. ... I . , , � i:i��`.',�v,,,Ill.11, I�� I,�,,ii� Ciixj� � ,,,, A llw i . � � I,, .: -3i,;�,��,.� oi��1l.:;k� r.,,,--"uI,,,.,�-,ir,� i;0: ldt,�,di,,�,,.,I,� 0W i, lirl-,%�,v �lIk, I.;�.11�,g, i k�-ui, I I .1 I .. I , - , I - .. .. . � . - I I I . I �.i�-..!.,��i,V,��,,3�is.��.,��,l l.)-1,hl�,1,n':.,l! All,i.��'. I I l."flIii iix. , , -.. �!, �t:,. � � . . "i Ii A ; I ", : w", � :1 .- I il,:Wioikfzk�li:il'��,,Is i.kdil. " A .. I I ,,,,,f�:: . I �,� A,1.':,;.,' , ,"M s , � A-li, l� i-- � :-i �i�� 1i all,'--', lil- n , -�� ; - 1 , . il 1;.� - - � I, I:`1 I - � ��l owinwl-,i "OX hi"Id imA �Iiffl ��,ikl,i3ili iik, ��,�,,h 1 , , -- it., Ifitt �,OI.4,,�k�, �'1.1,1� I., :�,�,� Niij ��wJa�,50�i, i,',� , �.� 1, tl,,.!:�qiUxlw'� fl;O,illl i*wI�ill��-1, litiWi,� ,; Il. I IV V'W", ;-i ,�;:, . .�: I, 2:1r., I - i k 4 i i. . . .'.. � ,. : ,-, Ili ! " "! �,,l! 'i , . - . 11 I ,it wl."-:� jkllq�<t�l�;k �.,,i jjI " lx,- , � , � ,�1,l?,k�,,,�J vi!llli Wi,t:,,Ill�l �.131i I ,f,*.ii,,,I1 li I�l,z V!W-w I ,:10 ikk lef ,Aiki, 1. �.. ,l . k. 'l. ,,, .I,4 I . I ,� I . . I , � , , lI3,,: �xilhfflilns � i.lv �,�X i hkll';,,,.,�� lki.n�,; k;mi,.��l i�!�id, . i,�. ;" I� : . I, 1 . , . I .it,,di,--u'?.tli iklll:�f ii il ORK,kiv,�: - I . I I I , .1 I -; , , , � - ,,;Irli� � it mir 1�1-, ih,,� I.�%,-Mk i13' ;fk� & pwd d,,.-,i� ;3 -w i�,l i%,� ixitil ,,-, ; . .... C. . i. 11i", "'ktki�,* ii,,�t . l T­-, 1, �, +f- 't � .,�'. ,,, , tk 'i � '. � iw.� .3t� rl-�'l,ii,:01 m�;,-i.,-,� . �. . , 11 . , . � ,� .. I , � � � : rl,y , _-� !-U!, ps"% .i , 11 't i),,,,,w'k�3,,i ' ' ' I'll '; li !; - 1, , - � l� 1 ;'l.i. ,i,, f It.", : I,�ifi �f -if,:5 lI: -) 1, ;,", : V , ... . I !,; ,.P il i:wl lfiip�r :� Wk:tx-;k6,.,n ,�'� - -1.1 ". ..; .1. � ��. .-,- ; ir ... . , , 1. I , , 1 5 , ..A " � fk;� ; ,�- ., , '. :,., 11. 1� 1; �.,�� :1 u m I ,I ') - e lit :: ('iw,:i:w. k l % kx, ;,�. � k, I 0 ,,- I villi,- dlk.� ie,.XL,t:ii f5l.,11itl ,M:llll , ii,,I,-,�k-6 il - - bp . , I I � !.-i . i'.- , , - ,�j i� if�- 'fil� e * i " ";,zl...1,- I.�,.tt's,k '�,�%11- .11,: � ,m-ii��i �. - , f", If �,.-,�. �tlI�k,l,,�xrtfx;l� ,l�:- ," "!A� 14"'Id ii�:i ln,,i� lhi%, s 1. - .: . , . . "; ) � I �;, 'i . I , tn" i"�"i'�.�1'r,"t".'. i.,-,ItA.,� l, , , � �, ;. ; : � -,..% t;, O'k.i. l`,�")" ", fl.,I, 6 t,n,li % I ,l- Ul� 1i:i, ,,Ill� ;i..-it" -of, kkt� l:J-, ,.-I,,�,,,, ,*,I:,3 � Kil".11 .: I 1: I 1��,, " 'I . .1 . ,%�:; I � ::l � I iy- .: f;,l;- f,;--;,,�i),k_*lij.. 1';�l.,tlI,:i-.-.ii,n ;tl:y, --.,e, --�- i,;- f I '�.I,,&kk�w lt�i I'i:t! ij�i, � �, - %i,",x, 1 'k I . .1 ," � -x, - - -,l�- . .1 ti��, �,.,lkl,, � it ,)I 'it- -�f Al I - "x-*, l'11'011- ',,i,.. � i- . � ,tT4-,, -HI, - - ... lt I ". 1 �jl il: . . , . , , ---:,�,,- �kdlllk,,�-w X . . . ; �,- - .. ,� ,�� c, l, w::kio I-. �, ;I 1. l.11. ., 1. : ,I ;�-�.:-n;�i llo:lli-� `9',Tl-� i:i:, 0 11 ; :v�-�, %ll;1;.:. �.tl:�i�',Z��, lilr,� k - I 11 . , -'. � li�, ii :1, .� 11".­1 ,!, i l�:; , ilk� f.:11'.'llt, l :,il`,1!- I- 11: ilk . k, D, .. ..... , I:, 1 I � I I , , � , " .. . lllil:: , * : . 1 I . , " . , , , �, * , - ,� f.-,*:It>,,i,t�::IU� :�1�,O:r% ;� l-, , : r:, ij,lli� ;�, �Il �i ilk .,� k ., I .�.1�1. l-k-1. �;�,,�,�Illl`: kl; �I�,'., ,i; �.,�� l:-1, i"i.-k; ,-��ii "I'll" I . i�tll WAMI.� . -. .. � - I ,.�t.,! ,;'I. . - .. , . 11 . "I. , I I . . I . , . , , � 11 . , . A ..:-�, , : . I I .,:I ::,�, . I., ." ; �, - 1 -1-viIi,�,:i:Ii�.: I��%lil,:i �lk,,.,�,- ,�i: $3-:i" � a� . � ki I I ilflsl��,'i�-,.`��,��li ,.%i:,%,�,li-,-,:;;Il t-�:��` � � . lk� ;:; j � .1 M �,,,;,. k �. :� I - �, , I I � .1 - - : � .� , , ; , . - ". , ,; � .c `1,.�iz� �.s�N�p 1:- ill i�. !kkk,�iii� i. k,5 .. Ili:� �,, , "i l� '�-t ": " , , .l 31 I 1, � � : �, ; 1-i lf�kx �I I �,l-.,:� I I,j " i'i:.":: ;3 I:,I�i . .. I ,: i,:::i �.'. I I . tj o ,�, li'll 1. . �-' - mi i 11 . - . I 1. - . . I , ,� , -, 1.ii��..% .:��o " , k ;It fil" l I:!, :i,:!) zil 1.0.0- �_, ,�,.�i - , - M:� .;�, I � , I � , . . I ,I. �ii,,nkilif.Miw,t lA, HiliniWiv Road "i'lid i�,;liIt,, mt ta t k,. i-'x� 1-'iw.s� �; . i � ,,�, ( - :i k, ..f . Z� 4,km., ',kzill ';.',,,� .. . I 11 I je�.,,,�,,A,l x� ". ", �; 5 i - l ; i! -:, � . , �ii , i.k.: i , ': .� , ,� � j I :;� -, 1 ,, l.",i �..- �. t , r'--, i�.:., . it �, -,,,I�..t.��,��ili�� -t.�.. -, I, - --,� t . :., _ . �;a ��, - , - . 11 I I I ii. 'i.1, ����,,.,,.��,�r?.,�i�:�:�::,,�.i�g:�� �",ii .if Kk- 'l - il--]i -,l -', - U-11 I ii " ; , Ill .1 afix,k�ll� . . , - li`.� , xrl �� � t��.,: I 1� � i � �Vllllo tililll�elkf!,:�-IK� �;i;!.lyl .., , ll� . _n I I ,l I 11 . - . , : � '. , .; � .� ,3 1 " io� 31'ell;3�lilz, ii� : l - ;l:.!�l� �:.-; � -,I6 k , i"; 'i Ft'j.i: 1. ,:M l i �-. k� ,:, .. .. . I ;. 11�� 7�.. .- . ki ,I 1 D�- l.0 vl�n,I� 4l l� � i �, i 1 � .� 1.1 l'; 1 �m I. t�! , .11 I I . . . . I t , Ilk, .,;x'. , I �,, . I � � �. , -,� ,-lt Al ,;,fi:i,li,:m, t.:,ii?,;�,�,:Il�tli i,.: � � ,i� , 1'��iXl' ,- 1.�1 I � � .,;-: �,kfii-,�l Alil-l: ill. . . , ,if! 1, . ;: , . .-mIII�i�,-,W,-- ;1i -. I -11�- - �'- 1; i- - I It, .. -1. . ,... . .1. 11 I . . � * i '01.)u �,, I , W',- � :;l:.Z L 11 ,,.�,�-�i,i� I �1. - ,j i,,Ixll�: i't ,liii�L �,W 3�i -,ji.iI,l. i�,�t:�-I� pli�,?v wff-t,� i�I-.,,lliitl��,,, � I kk ,, , ,,,,�,,�i:k,.ml I I 11 .1 I - .1 ., I . I . , . , I t sill:i:": '. , -1., t' - -,. � iiilfi - � , "", ..$ , 1, , ',.:I D. prl-k i��---� il,��: ,�k�,��l ;�� - ."� .... "" - i-I.I., ,- � I � " 91"Wk,il:; .At Xt, k. . . - - - i j ,; , li !, ,- I �.Pli.li' ,; , lit ,.3: , 11� .1. klil- ill " . - pl`:%i�A.�. t1ii, 'i - � �. I .. �! .� . I l- I� , . . I k- ll�. 00,;., lj.v, lliili'il� k.;:il1li,,ir,.n:bI: ;, *Ifl,,�.�va� ,". �,,l m." e - l k . - ­!,-t 't I ,�'�, koo , . " , . e I I � I . , ,.. I I �, , . f" f* "i'Ir -,-.,-,�lt ifk.l."e .,.:..;. R � i", 'll,,:-� I ,ll�xlwa l ��t:k, f',��b -,,�l��, mil.,!'!�, ,,,.'�. ,�:,*��,tllll:4� ,> ,� , k�, ,j ..;l�.� ; . , , , - . .. , . . .11. . I .11 I � I I . . 11 t� 1, ;� �ii]i.; �, ,,, . , .1 I I .. � , I I . 11 . .11 I x .� I ;311'Mi"l:lt, ,liM i i:i,., :e -1,,,�.', -3:,� ifi:e.i!::_�.li.� 1.1, i -�, ,,.-,i, ki�- 1.�: '." Ri�;:,,, 'i ") I. i-x'I u T 6;,-, .. -, 1� ... . .... .. .. .. l,.'� .. . I-it'."N i ;� -I 'S, 1� 1, ,I . - 1, I 11 I I , - . - t 1� , I �Iil-:i�ili;�i,.Iiim ,�:�,�;",��,,�,,,�,�,�,,��-�t.,�,. z�l. 1�f-'i,:: �;k�lk�l,',',TW:�.1� :ill;lil W: ",Ql:.%�ik!,��.�d-.,f �,,,.�i l��,, a'it�. Cl,;3rll.v :1 . . - -� I I - � I . . I I I I I I I I .. � .1 � . � -w - �.,,Il,�!� I, ", , - !A � - , `i! il '. I,. I ", ; 111fi.) 1, li�xi,Il,�--;Lli,�;: if: ill oji, ,. , , , ,':--ka "'i ilisy kili'A,�it �'i,,;oi- � 1 w i: uall- ; if -� �,,,"'O'w'�,"sM <i, � I ,,, . I . , , - I 11 . � I I , � * : l. .. l, f". ,, _ �-- - . . " I 11 -k ;i �. �111 k-wmll� W.J ll ti:il::, li:l; ,-,ilpar-,,,,,,,� 6?,- �,�.I% iI3'-Ii1hiik&- il;-I'�iki".- -t , ',)x :l, k; ... �, ; 1. i lil I-,�ik�-, �,u, � �,l , l-,��- � ,%; l 11 � 11 I ­ 1.1� . I - 1, , , , .1 .. I /1. I . I , 1 I - - ,I 5 �?0`� .. �, , il ,,,'.,' , , t,� , -'W'. , , "', : ,.. - I ; 0�� m ; �,f fii,� `�,*J.l � J'; p�kli-H.i� �'�iill 'kicii �.lt-f� I '., ,%, .� lieiiif�, J I -Ill: �, ,�,.-llkim - 11?� i" - .1; "k, I I . k ill �', I 'I l� , I I . I - , , . kii..I. ql� � tltl�!` ,5, :.. . ;� 1. i, - -:.- , t�- 1, - -..., IX .iii,x�, k, I', � 'tI� , l;�iil'n�5l,)"� I,, �51i,,- l �� -1l1I.tI-.!;.f . �� '. , I'-,, Cl:wwlkilltV1MM),fl:ii Drl,a C'Rw,wi�titl.w I'J�pl.,�l� ,,fE,,m-�w--*,I ;:X:Irw G�l;.l:r�i,,i, l�,_� , l.". zd' , �- if � Oi,, W, ix- '. ili,� M-', " I - . I - . i�;,;, ,-, ;l-. M,lliil- y :,,I ,:l"ti, lili'l I I Ill t. il�-, ;,�, I lil- S', � �., 5 , - : " X--, "o: r". ,,-, Y; �, .,�: i � � -;:tilil�-. kkl�a bAld ll� I 1- -1 I :W�;�, Mliii' l Ilk , , ,,Q ,I�t �� l, i:* �, :1 . I I 1. 1. I 11 I '. " : 11w: l ,�� .1i �: � s: jr I .i: - �, � .,v,l,",-, : ,"', -`�'.l. ��Wi,.,�:,! ;,,dqi,��. t,i���ii., � 1�'. i.-.-, foi irl Bl,�,,,-fi I.- "ll ii, V,m,,,it-"l-,: .I,l � �! it 1� ,',,, , r - ,�: .1 .. .1. , "g --- , , I l 1, � t -t - . . . . . 2 . 5 ;�IAI �` �' �,,�� �,'J:� i��..�! f ��Iixiv;�� ,1l-�l LI, I ", lW,-Kw` 1 x". �`,- �,f.n,f�,,,!f Pi �Ip,,.Kh 'i i ��.M' &1�k,lk,-'-:' - i.�, �, :�,.Ndk, , .,'� ,,,, 'U , ,. . l-13 , ,; 1. � i" i . . k� 'i ..;, � I � , - . . I , T$-,%Z l.�. �x�l�,i:i;-_,l.�:ll) ,-iif. li":: �� Itt" . , " fiiW " :i, 1,ii:`. � J " il.t. - ', -V".-1 I I 1. . . , 1 � x,n � � � , , - � - P ": ,l"', fi,`qiii�,sl. �A' �tki�, (,o,kl,,�; , ,�!*,,;, ��,5,,,��-Ilelll, ,.liiillt i.till.,�I,,,I,x-i�� ixn-!,,;, "3,1��! ;�l:l;l:1il:Ikr.i.;xllil llii� oli, , , , , I I - I i: -0�s�tx, ,�,�s�,��,,i����e*��,?���i���."�l",��>���l��",I M, , �: , 1. 3:.i ,�,,� �., "', " f.f .. , 1� ; I - r M" � l, �:k -- i�, lxllti,Ar� �-'.l �Il!, k! . � , I 1, 4�t:ll<n, fl� : 'c6nxl � , . I . I I I I I i1w; -IA", , - ;,v�'I':iil iflki�i .. .. .. i-,�-�:3,ii�,Iiill ; fik! ��,,����,1.',.'.-!',.��,�,,,,�"i: ,J,--I�� �, f vt-,-'i, �;- � -'Il?. - 1� . i -i.- t pt". I I . IS' 1� . i:, :, I . - - ,- l: -� � 'I', .�..Iy ix., 6, , l-- -� T' ir 1. - � 1. � k., , -1 t , , it � 1� �r o,,- "".i.- it"; ; l: ; Vin, o. 11 ,. ., t, i llk�� ,,�x1,l,1,'l:i:1D- - --.), ,,, .-- ... .. �, I:X---ir r kl �.i i il, ,. r:i'wnI"h1iik,� .� ,�.f ,xi.)�, ,Iwilx 3'i. l - .- � �: 'k 1:fflij;,-lt ,if -�-- . ; , � � I I::,:,ie,-'I -,,.�;,--,,l, , � '. �,; � , iI,i �� i,. k, U3�� I:li,si,-� � ,i:�J ,:,: l,-.,�Ill�.I , i,; wil,Jl ,,�.;,,,-�itmi,',,iiiii� th:;�ix"3"�,4 lh,�,, o, -I�lli,, .;.. - i is-' 1,11 , : , A�.l� . � : k;, , .*,� ki. I I - . il l. I . pr,:im,ll%�, k I,I�xti� by Ill - ,,i-, I..."'.11- - , ) -1 t , .., -, i ;.I*:�� ;�f ,i,,��,Ili,l, .1 .�'.-' %,,��-,�� kll�,,-, t", t. -i,l?k,ii% 0" :Rlli-,� 1,.',:-�.�Il liiti, f'.iq:l.il,� .A. `�- � . - - . .1 - . , . . 1. 11 I . . I � . � � ,� , � I - ; i fix. �"j,*?l��,�",:,��-�z��,�,,,I�,��,�� -*'.��.�-,��)l�:�P,".�-.�,�,.zf b�.ir 1.li%- 0l,-,l,--7k' l"; if kl�,� , � � ,,, il%�,�, 1, :� -, � �, 3-, � �k-��i),,- �.` � uii i1l ,-- � I ,l;,� I .. . %, " 0 .1 I I . -1 � . . , I , , �' , ;-z I � " i,k :, � - l�, I � , .- . ,��,M :��, ,`,l�. .�iJl Mki-l", R ,if,m�5 �:k,iafil.4�1,.,e -,�� ,- .i � . , I I , I .� 1�e iIi: ,I 1 (Mlo, t""'m1m, flIkmki" ,Afi.-O (.�Aii:ni':e6kiA,; I.�i:� l-�,;l�lxil kiillij!�� �jk-:z.-r,i,' l"lwl ,i�,,J A.i .. .1 I I I I I . I 11 ... , . I I I - 1; , - 1- �.' ki ,. .1 ,�,,.�,o��,,�, t,�:, ilk, f� �,:wmtv fiil3: , , , - � ,. I �.,�.!J�% �,:,� 1 c.�,.,:� ik, W,. '� .1 -111 k:,,� . . 1� i,i&ll�k,-,.;1i ;4l"'JOA ,;ii3,l tl�-�: il�--�l il,li�, ..,.,, ,-�C:S ,iz, , ..� ,i � � i - ,,, ,ii., "I , - , , I -, , I ill�f. I-ci;.zll;il�- i-l* i i - �, k; - , � ,,:., .;�- , :i , , � - �--;q I � j . i, � - , ,-1 , .- I.- ,�- 1`1�'. . :.i:� ��,k� ', 11 .... . . ,-- - . ---- --,,k".i,k-X, i:"t I-'.ku'd0 -;1 �,kk'�. ,� m4A I,l- -I , �, i:,3� ,I lwl k�W,; , I , I I , . I I o- I ,i, :, l � , i i"". ;� .M., . I, - 1. 91 i � i I.lf:i � iii i,�� L-.-,l�;�I.kn%. th?"I'i"i 1� k � , I;, l. .,��,,:F' �, ...--kk� it ,�.�, N,'x-', �i: t %'.�,� � 1 pu Wo��.`;,,� ki, .. 1; . � , ) . '�i�l �, t lf '1:, 'If- ""n i , , . .1 " ,. I . I . . I , I � � , - j . I � , ; l , : "': ,k e; , � i it -, 1 I,,-, 1�%, � - , , � -,-,,�i%�iik '01.-il��,. � ill 3.j,�t,i?.;k;-L::ii�r` l� il.3,,---,�! " "i l,: � i'l!� "I � ,,kk 1".. �� .... .,,: A�,:Qi,W- .111 � D 6- -, , I �-I. !� i 'A - ��- -,�! , � 1; Y Itc .." . . I . I I I , I , 1 � i �:,;� i � li ,� 1 ,,� - f I, I l � l � j " -,. " I i j�;.: �j:: T I ,­;lkil, II�t'i,i:,ill, f - 11, , , 11. . .1 "." � . .;'k- . e, ..- �. , , �11. � 11 I .- l.- 1. i iJ i: t 1, 1-'I�l 3-- i I;. 1, I : I I - . .. _ ", . ­� llitI, ::i. ,l:� l-1-i ,:, 1, il."I'XI. E .111.1 I .. . . , I , I t, � � ; �: to :;Cl��:i-, ��-l! I�,� o - . . t �, , -I I - 1. I. I - '. �, i" lu-- - f I. :W,,�:i ,-�, v � i'llti," , � .-I "" , , i I -, : 1- I ,�;:,��.:, -� -.i-1 , . l:,. .,)� . ; , . . l��,,:l.l i" ili i,.,i.:. i I - l I'll l:,', i , i", : % � , , V ,lit % ; ill i i%s `�, i �, I � 11 , 1� Cm:-ili-1 �li-:?,ff , ,� -, , � -� ;:,;',-� . , -1 ik�,!-, ti ,lm,3li� ,. Im .1i, I A I , " ,� I - ,111. I I I kid , ,,,- ilk-," l� ""'..".1, , 1;3-1 , ill , . , - ", -,-�-s ;l fI,:� , E� t..3� ;��J �;ki n ,-,. �,.,,,��kvin%,i Bhi;,.�',n F iw,Id f.I: i,; ; i lkl - "t ,�A j1ii`l'kl.'1,l 1 . ��, I 1�' ; . . ,� � il� I . I . . I ". :1, . I , , " X , m , X: - , h - , , ,. - -1 Il ,,,t:-..? - Wifi��I�,A 3lkt,:1�11:kllol iilll-, �-,,-i - , l, il-,-lt- , '7r �:�� -i 'i", � / � il'i, -1. �1 � I , � ,� 11�,` 'i ,- I I I I � I ,c . wl. I '. - ll,'.'.,,.,-�,�'v �!:.lkl . �i ,e ': " � . .� ." I . �V , . '. -1 , � .1, M � -. lli* I.. -.� fflv IN,.- !gi.l.,;l,.kt,3.1�i lc.8 I�;il .�,,.I�,,�lI� tw i`.!l,1:ii 0. "'ta; tI ni �-d, %�,�e:, ,m, � ti�t.,.l; � ,.1. I I . . , I . I I , kil , I - I -l-kIlK;I,- I ,,<It�,,�::�* ,�,�i l �;i','",."i,�; , � III, .�, " ,; d.,>pi�:im"i ;:,�l fi-tlllf:i��! ,A ,mk� l;.iil"'l,�xf t,qlii,--'1.::!1 kii�; - I I "A. i k, -1, io�; - _ , I I., . I .., . g- . 11 .. I I .. , s , , . :� ;�; i: 0 , k Clii:iai ,ffl;.k;, ;. i -,,J 3-i�,I;3,�-- �:, ,,-4i �liidl ll-�! r. I, kt.-i�li 5; , � '; , , , I n,i .l i I " �� .11 bi. lix. � ,-�tkiw�, llp�lt,�,�, , " . , k� "tt .�,i.� . x-liili. kI . - W,�:-1 ,, i ., :� , . � . I I I � I I I , I , fit�', I" 1.111 ! :� ,:� v ��jfi � i , � i If ; k;. i�i,,,- ('k,� � l)l�, �ji, lk;,.-i.-. I,;, 1111;: i'll : � . . .�Il: "Wit ll�-,MX, 11k,"'t" ,_,�li`AMl,1,Alf ,�Iri,ll,ii;fll i.`k:�,i,�; lo(.-Mii>�; * . -,, o. � , � . I I I �� . . l�� ,ft :j , ;,,,I,, , - , , � , f � F. j,' ;. � I , � ', , I i t ,,ii ,,,,qli�-� 1� i ", 1i - -'. : .M!,ill�,t!I� tll,li,�Xl �:i:t, i.it"! k: tf A. ,, 11 oi Ow 1,':i:,kiiwv m K-il�Ijjl�i,,�6slli wall I .. . I I I , * f� �,Ill .:ki. qmMi �,i'.',K' I:il.'�,.�! �kllpl; ;;.i:'ik le ,� . -, t. -l- f*,%,; S�>lw�,Ilzl,fl - , . - z � . .14, �Sii��,,.�ii�ites�t'l'i,,,����511�3�,i�itit�l�� finin-ownwim", . - I . A, 1�ti li,�il �l,"�,����:,�5��,i��,,���,�,,�, 0'tf. iilij,lt.ilkk�iili-,�ii,s i�i":-ci:%,�Il.i,A lw'1l'w`lim,yii �,',���.f 1,xi6II, ,,�Iii��,h I , I � - . I I 1:11::�l'itMriltiiI ��'�,",�,� it!I'm ,,i:ii "Qrl,�31 , il -� � � ,, , , "i,-Ii, � , �, [3, Ql� �,;.�v� !011 �11VIM -k - , ( ; li? �, I, � , lIlilk li"i k -6 i; �� it till" '. 11 . , - ;,I. . ;.ki�3�ik� lIk" - ,,�, ,i. 11, I . . ,xillfnk,�--.�l ,�iwqkiwilti ,�:d lili,�, �:I,;kb,kltilk, Rltlid.�Rl.kllis- ��:,�,,:�,��l�,..�,,�K�,�15.���i,"��s��,i al��,ll ot!),.,�, . - - ': -11 .. I , xil.'llm,'-'M--�Ia� "I'lolilg lk,'.r, i,J.ft, .,iid�,, ol, kl�otk,�. 2',V,,-',i,1li1M,n�i HpJ,�lWil�,Kl�iiIi'A ..""lid 01 ixlir)�:lrl- , - . I .. I I I I . - I I . . . I , .1 J.')i i.,el� , ,�,,`; � t l � 11� lf�.,i,,thow�� jii,x-i., 13,'If�t,-,I�-, f"t md ii,� kis ,11I--� 11iwl-��,,pli Slffll.k I It'Q ,���:,�,�'....�,�?��,�:�,,,�iii..*-".,r�Q<�.��I . . .!, . ,. - - . . . , f� '. � 11 " � I i - ,--ok� d��i:,u,�!,::,in, ilild 0�- zk.�,�, ; *.-,:s ii, I ,Iolilditi ? �;,,�,�.!,��..�-���,-�,��.-�i,,�,�l, ,�ilu Uwiw� ,liay kd,��I,-t. ,� , . 11. I ,In: I I 's k ,A 'A' l-tiii�;K,l, �f �l:k lhi'?, li-,lni�!..iiiii:lh, 't.�,,,,�);��ii,i�,��,!),,,,�,,-,,,',�ii- !h'A "*iiv'�',.�,�,�-,�.��,-.�i�i�.�."t�:�i)�,,-.�:P:?,- , . I -, 5 ll,". 1. ,- ,T.ii.is.l,i� - , '. . . � - , I ,i . 11 ,�,,��,�",:"�,��,.*15,1,i�lli���-. u, illii!:: C"it". 1-ino.,ii!Il, 'ki'l-k lul:1 -1�tlli- ,0"-',��,; B,-?,.,;,Ii,,� �,'��",.�.�,,,-,,�i-,..%i��..3��i�. f,iq3l0k,.tui-,iitl . 11 I I . . - I I I '... I I I I . I 1. . . . N "O tF .I 11 'It i'lD f " U jle� i*'.Iii ��lj�-,�, 'tik" ,.I I I . It. 1A � �. i L" T�Ii',u Cll,�� l.kft: ci:�.,�.mimf ,,`�;s - -f-A N 0 1, .:., ,� I � ,x,ii1;1kX: N'm-l:ii-I -, �, . .. , , , , . .1 , I I I I ��Iwil,�,,,,O:,i,�V.�� PA�lkwf�!Il I � I . I , � I � p �� li`f� I.,,, "'.13v ��Y--11111 iiii-, ui,�,;�Ii�, �k,�,t,,.; ill ".l.,,�:h"lli-iii! �� � itsm,-"lij 0 ." sil`,,�,lill�+ ,I , , ,I,. � I ", .. , I ,. t�xj ��Z�.i��r,�,��,�.��,;,,-%+;z��,,�,-', . . .1 . . . I I . I ,�iii,,,i, , lva;;ki, ; lit') �Ii li"', i).k-,wi.s, ql,-il�,l- lf.-i�� Ii tii zs falxh i,,�*O:i I I f nm, il,,e;,� I ,�x it llnkli�,,clwii �:,i. � I il �i I :� 1�� . I . I I i -on mnpl le , ,.litmii�3, it i f�Alw,i,ili" t", , �f ,,N, I, 1� , I " !.1"'.-i :;i , i * '! ap it ,� .1 I , , , - I , �. - , !- , I . ,�- ,silii . I I . 1. � I , S ,1�, . M, U,twlll +,.,,ll,iii1i ii-�,,`�; l'i , C�,� . 1-y',l 9i: ,,,,,l---,ii i?10-t0imi31;,,:;+ 1.),:ii-,,�,iwi!.�Iii� (it I �- I I , , .. � , ,inrlI,-'i'-'!,l "at Itk,' ";-, tl "li, �1` 1;ie�-. 'k - , ll:-��,­, :11��,,�,,,,O,��,,�i:������,,;�x�l:;,'�,,�)j,,�".,,,:���,,�,.,�-(�'�����'��',,��"..:,�,��.���;�I.�l�;����-,s��'�,-�,:, "I - , It- , 'i : '.. I 1: ill I � I I , .I � -i,,:� - 'K .i i e , I,10ii�." 1 f.,n; i "i " -, ("lk,,�S.- : ,, hl�-,�f il�,�l�io �;iw',�Jll ,-;.�l�ti� ,it' d,l"+ , % .,ii . T lK -,A�ln � ,; N�,.t v., , ol,�;,.,?, ,K ( 1i . . : I� �,k % -', .k . � I X� . . -, � I � . . . ,- , D , �:m,,,,w ��ii,vi,"--�,-,, fl.1ami�,,,�'I, ,it ifill> 'IiUnilt Ilffill I� I., lrt:,i.':ij il.1 ilh,,�. Dif�""cwB. . . , .-,,I,-,� ;i� Ills" ', W; (. slik�IN � : . , , .1 . . . I I � 1 , ,; - "13blti's�,I�l�iin i:& fl,w'..."'toli"�'t tk� ii ],A,,�li,,,�;l�Iir i3fx,�; 11 "; i.�".-i':t. ild i I p , i++,�,w l; ilu ii��, I kol, t3i-ii- 1- ... � s�.faf. - - i"I . I - I I til, tijl�t,lul� 03,� P�wn ,,:l,.,,. -,i:,i�M,�- iS,Wflwil i�i Fll-�lj--,�--il��i, ,,�'f,W) f,,:, �,ill ,',,.,-,,,. �I'Illwl�-,--&, �, 11 it J-1- . .. I �- - . i .� 1?� 11 I , "l j ... f..". iil:i:w 11i u. lf "', Cktl;i,�r .,; On,�Inf:�li;: 'i�,",i.t>-i'hil'. '.-iilli'.;ii �f.:,.-d "Viinn,v-".u-i�� ;l P;("ji;, I, , , � . t I t , 'i. �l . , , � I . ,�, " ,,,, - - � ., . -t:i: " t: �l , � � "',", l"ll". 'Alls �.,,l 1 i�� l .k. 1� ".. - 'k: - il 0 "i lA vi li,I,,,l:1:,1�,,1,�,mii5m i)el,,,,,i,x�iIl .�:ii,� 0h,"'ler ,1�,�,!1:1. ,�.�w 'C�il,+ , . - . . . � I 11 W, ; -; , : � I I , 11�Vi, l : s I �l w i,-� " -, 1 0 - ,: " f i , I $1.1.1::�� 1 .1 . 11 11 " i�i�:i� I .. ;t; ." i ii) S k� t tvir I�Ii � il!Rl:l ol` ilf IOU- ,,q,.it,�k,,llw,IiIi iltz I ��,,i�l�r I 1. i.11 it I . .. . . ilkk-�If,� Wyii.` , ... , . - i"', � , ': , I., ,1111. l., � i� k. I f ""', 0 � W , 1 i i" :.�...' i t 1. � 'l'k ,,� " ii tt i 3 - i i"i -.k I "..., 1. > s " i �, I ) � 1 , � k� i � �,�. , I I - I - , �l W, ik i " !, - '111h," to;x .�,I. ;�kiiil itl)"... kl; M t ik*,�� +`,,i-m;, t-, i,.-i t:i.i: l i 1,�� 1 !I,,,- i.);lii,,3,f � r, ll'i wili,in si,.,., fblj)l-l��t+ I " � I � -�,,a ,�%;i�-,Iljfiln" ;." like Cit,y .Ili�I50-wv,l--, Wi-,L;l.ln,,�:l,i �,� 1:3+ ,,,�� ""',jr, hilt! 1�I:,Ilt, i;.fl I I l I -, W : 4 ,,, ,�.'3 ttlil,;:�fi, '! "'. ,-,r.;, - ': - I ieMo,ii� , ill, 1�-'11.lfl� fik,-,,,li�k�'i,+,nj�`.i,li� � , � Ill, , � it" -� I I �, -I r); 1�1 �;j�flf., ij ji,�l- " I k 1: Mt � 111.� 5 'k, -'ell, . - , � l�� I . , h.� iii", C."it, In itl�:, "'l.,lll:,;�ili il - i, -k ) :;., I I � , 5 . , .. : - l.�tLlii',,.)j IO)l k,,,,�, ,Iwk�� �io)wi.n,j.� �,.;�,,di:�,.Vf il, lh�--,Ci��k. ,m�i 'vf.,-tc�j ll, ifj,,� i)�,,; . , M - I i. I , +I,�.;.bt -i,j!j i::JI�� - � , I? . I , , ,I � ,o , I 'IS .� � 1 h;t l',, -1 it, I � t.I.l� i M l�t, i 4-,l�;�,�?l -�,l,:I, "i kif"i �,�z , ."� .1. m .ii, - - �, , ,,, h i 1 i-let) vv,3 � ,,,,� It;; i ii.."', . ': f. ,,,, , q -� i ,�,,�i,-t t I`��, I I .� - .i .�:, - I -�,, .I I, � . . I I I 11 I I I " I I I I , . . . . (,,,�+,S.�;,I�,�:.,i���.'���,,.-. lli,a-,: ,,'.� till I.W�J,'Ql"lli, :'i ::-i,�JI �'i� -%l jj,�i1<�,j-;,Ii'�!;.k,.tfA ;�',,j��i,.f ti,,� i� hli-� ,lbi?l1,1Vi:f tx� ;�l�; , - , , I .1 � . I , 'I' , � '. .. - . 9 , ��I;�'_l p-Iii4li I t 1111.1t �. I I - - 11 '. � 'm,im: ", loi�;i!,.,-, l. � I I I I . i ­ I,, , .: . , �Xilzif3;lklii��Y�� Os;*,�I,,.lj� �! :: , f. Ill�, �- �, ,�o Ill 1 iiI ,:,�� :i.,��i ";"I: k ,!:;,; + -. �,l . �,� :.,,;� ... I It t� :. , fi�. . :,I , ,,, .. � ".,.,. , ,�il� i. � . I'l'i -i--l;`, - . ` 1�1 I ,,:, - . . I I . � I . , . ;"� il�il,,;, d,.r-,t:::--. 'A lli.�11,�:t,,I l. , till - , � ,. , I �. . I.. % ,:lqil.�-i: . I I :� : , �, k13 �,l,,-. ,-%,-,;�f :f��:iI. ulk; S,I�,tl�li� -,�.-.,t ;w l I l:kiii,�,-i i.... t,�i'lI,ii,lIik]:,[, ,.l3: k-I . 11 , I ,:;kk :. �:kiioI�nit-li-,, 1, - . I . . �- ��s;" I ; `:� , 1 �.; - , ; t , ,,+ + �,; � I � e �,' .1 , - -, : -1, ;:,. . ; . i; , ". + : � , � 1 11i - - � 1� I�; k�-.., I-,M� :k!Ull-;", 1.,iti'. tiii,W�-'.--ll ,.� I iliii- i " jiv , " �, ,.,, "; �; IA0.�I;1 I.:;... Kk� .:- I . -:,". .. l� kk " .A , J if l : e;11; � ,,, I . , , , I �. - - , .1 ,. , , , 1i I -� , I I I - - -� 1:l'n � . , l. �,: :-1 f, t kli::r i,vdi,chiI i,,1.t,-- I:-," ; , ,�I' �".Ikli,kij - ikk�d w,a, i i �",-,,o �. � ; - k: 1) y I " �- (%. "',. litI :�� ,:I .0 . I . in . - ., ,� ; .kVI � �im I, ,, ,; -,3 - . . 1. 1. . .1 - 11 I . I I I I I ., - - - , , . , I i�il "" - - . ,r'! -l� j *�l� .. I .11 ,t,i.,,i:i lii�;,, I ... ;."",I �,� ; -,; J ", , I , i), : . ":-i-- - ti.1- Cii,��'tk;,�,_. lii,� - -- ;,M. ,�il+,� ,mll." 61,,', A�ii�in;�Iii"� ci.�l�li;IIY I'+ - i", :�l. I � i l: �,i)� . I - . I .... . ;-, :�i I I, I , , ; I li.-� ll 'it: -iw. �,,._':;_ ", fl, 0 ! ,,, , ,A ,,-:;� lfI !,-�-i ,I� liil 'if;ii.- f:i,k 3�ko�. i1;ir,-,;t�+il,i ici ol,;� ( ill, iml i , �1�l It i %� S, -1 , 'i % �, .1� I : ,;M,,:i.:!;, I . - it - l�, - . I � . , i, t, A,-,�,-,� �i,.,,ti� � ii ,'),1-il-iiii,� Sl� ` �' � � k. . I ill: . � ,l..,i :�l 1-1;1:xi.�, i 1� : ,k�! � i'kii", ii� - � l -If:l- ii A i�i �� - �� llIlpljt��., Oft"', .", . . 5 1 - + -i . 1. 11 ll I .. , , , il'i'O ., "'. 1, % - , , . � " - . 11 I . . �, . . .. , - I I . . 1. I � � . ,� i I ,,, ; ,,,��,�,,f �, ; , � ,� " ; .; ,� 1 , : : . c,- .� i Kli, 'i Aiiii:-11, 3, .., � '-1 �-- l. 'y I , �1, � I, �� :i: � . "; I , t ji l�jjlj1;k'-,,'l�j.ki i,3i +�l-,;-; .. 'wl:t 'w f�il -k��ia,�. iii4k, k.. i ,�,, ;.A's ,: , , J:s,lil �� 4 � .. I .11.1 .P� 41�W, I I . � . I . I I I � � 'I, 1, I. '-. ,�,lm ,- � , .. - , -- I', : , , . ;, i,�m;.�:-::ll�i. f1i Ili,K' -'�ii,-iil�: i-lil�k i . , - , , ll�;,;- 5;r, 4;!,; l.�,�, lim l.. 1':-:,� :,.,+ 1,T . -,4 i% i,,, -,I - .. - . * ,� . 'Asi'l-, "...". I- , ."", -1'111�11,fl I " i1i ... I I . . I ki� p tl,xx,:� ,�ti�;!B,ki.�.,'.3"l I f �i ti�ii�;��,,.-., .il i?iIi 111,;�, ,',�I�.111 �Iil.- lbnd, %,,,-�;�'. ii�oil,,IJP�I,-,I:lift-.� uk ilit, Ck��IJ)I., � iikk , 11 .. I I'll . . , , , I , - I . - I -, lli� J "', r � - - , l'i �4�1 � i"'m , . I ; k!"'! t:��iik,.n ol�l 3,� ,�;i"',"".i4�.iwd . , 'i ,�;,,ii,+l,,,!l?,.f RtmkAti.11 lht,� I ,-�:; �3, lxilli - I . 1� �:D 1i .. I I , :') - - il;�b flik: .:ii . , I :pl,kk;-i:k�ili-.1?i;+ �,lo.iih,ffl, ix: ii�,clli-xi ;,,,llkll�� ", ,,�tl - i�ilp i. tksli, I: -- - . %, . j i-, -4- 'l , k;- ,�. - ,,, .i.,l " . i,� ;- , , , ". 11 I - ll!,'x� I ,� f,w , . � I I , I I , I , '. -�xi�l ;t:ll- 1.1-,k. t�Ik,il,'!�% �"k:i"',�"A"ll,w,I:'k ,il�I)i',1ii1NiZt,' ',lg,�(,' e�ii'i,i.!�_y ','- -,il" .x,.n. : , I I I I I t', "! i,t%if 1�,�llan�."i�.-+:i'A ffi*� mw��,il+i- � ,;. 1:"."'." 'I.ii-i;i i , I - . X.- 't "I'll.1! 1 51i��'k �;,'­ ,:4 Bit' ,I , llmi-�llxffl �fi,,, cil-,,�s �ivfxipt . � I I". I ., I -1 i �� '�� - I I I , I k:�,' l,�ti,l 1,'.,�-, 0:��.i's�:sq>q���,,,�'..��,���i,� l-i` + f��,,.,I� mn�li�-'li;,,�,I� �,lf iil,-, ,-,bk',,ii�l:�s:if",w i��,li,:; ;:p . �' il+*'-v, ,.; .k I I - , - . Rt,0-.�Ilv � 1'1.11,�Ili:3 :l . 'b � �l . . ') Ii,-,.,.,I, i., ...... � .,�� I, ,,,,,,,:"3'wik ,.i, . '+.,, I .. it, . ,� A . . I ". , fi�� s, zu.ii"', ", ".. ,,�;',ill , . , �-,-. - , , ', ii'I:.',� 1�:13,,,,-, 1, ;�,�.I� i�i,,O--ti,,�-) ill,;�-�-1,�; fi`;:o,tflA-1 - -,, �Ii I . ��In�-�-, � �ii:El�� x I ��; .; - -.'I,gii�,i �i:!,` 1�� ��-,S.1� �ll-, ,aips?"�-,w,:,I.�" ,� -.-�,- � I AI.A.I.CN(ARtiv, 1'�vA.ct� VAAV; IA-C', . I � I - , 3, t:M,1'1'k;.klV l io�l,.,011,::�b�zi,x i,k,.illll:�,.11ii; . kl� i ; : I , I I I I I , , ..... -t ; , i , .. ,: ,,,, , 1�fm . � : 1 , i", : ;. " " 4'. �� � ....... -.- . I . I . `� , , A 11 + i; , i� v ` ,:,E ...., .::l,*�,,�. .. - , , - '. - . -:1.:r:.---.,--.-- .......... , p I I . ,fi1'.lJ'lik* ,�kliii, �`*:I-,,,�i�I, ll,,-:�,:I,�Ili,�l�f I I I , % , .+ . , .... 11 ;;:� li. 'I'l m.-,ia - y (f,,&��x , u:c A1.1pW; L ftf. . "p I ) I I . - ", , ti Skj"qie �..�l.i�,,��i3-",�.�i:�t,�i,�-�i�� li�.;lliWV ��Vll"3".,3l.l'; 1 . � 1, I I . I �, f1k; � l.'Kit-Al�1, R.illl�ii l�, hik�:� �l "8'oull,, f":- re ,.1i ,� - il I. I , � Aim� , ;t �,,,l,,ll �i-nl� i i', I I ,�W, I ,l ll:�,,',.,�)li�.i, I I , .,i � . " : 1. .."', It , I - , . : ,�; 11 , ,�,j , f ; i, ,,, � 1.,� "', - , �. , ; I � 11. �.,�, - 1 1 - , ?- , :,.�,,'..,,,.'..���'%..��,:�:.�,�.:�,+,.,',,..t.,,� "e ...... ;:lK--.----; ,;+ . . I I iI , f. . - , 11 I ,f,.;;Wi,,�. 1W, , It; ,',�`lili. hy.-,Mk.,�m .. ... . . l I I . . I � . , � � % �� , I, � . ... I i%.--;-1T i""'i'; ...... -1:1��,'-;, ,:.��ii, ;�.i� , , , . kiiil�,,l,lli,m,nl� X: I � 11K, "AVEiN A 1, !S [O.NEVIELDAIX - � , , 'I �iSoi�ib C -,�d �i,will .'.,+ 1i,,N-`kp: wg� , '. �V,Aii),�iliw.f� I I �'�i 1-1. - j . ,l)", �,A,"11-1 ,I't"40r,1A111;- 4%�-jo,v,)i�,i7 ,n,,',,jr�-, T11:1 ?�.' -Z l,- 4 ��119;1;;Z4,nr,�-,,;i;-�-, , - d ........ I-- ......... ..., ........... 71-�-: .... 1-11-11 I , ,ik, * , ��, -4 - z�>4 , lltiji�l;ed ,� �l-.-.�ili.:l-.- ,�g /a, A I I -11 .............. -. -----11--!)- 1, n , - . ,.It , � ,P,.-,, , ; .? � - i .1 I J;l� ........ -1111-1-1-11- . . .............. . . . . . . . � .............. � ..... � ....... - I I -1 - -, " I I "I'll ,! , ; IP �111 . I r; I �� - , I I I . 1. 1, � x , , ­ I � COWNTY OF ALBUNTARLE I Department Dff-'wunlunity Dilylelopmeni , I , 1 401 Wvfmn�e r,oil�j, N,clirtb Win.-, I f-1arloneilvilt�, Vfrgima 22902-4596 - Pilone (434).29i��832 1, I Fa-,;P�4) 971-024 . � Novemhal,26, 201� . Ste,iten F� Tlaeti5, L,S.. I . � iM Wis,-tneii,. Aw 4400 baith alircia. PM2118 14 . . RE-, ZMAMMOO(Albepiarlo PlacoifStonofield Proffeir Am-endme)nt I I , � TAX MAP �61 WI$Ef, � Ti . ON XPARUELS linN, 19Q,2-3, 24 and 25 Dear Mr, Teets: � . I Oil No,;enibar 13, 2013, Ma 80efd o" i8i.ippf�,Isdm arpfoved trk.- above noted NNID rezonirtii appilcadun I . � a-leiii to 'he app�k,a�,,'on. p Isn datcd Ocmher 2's. 0 13, ccda of ,diavelop;rient dated Grflebll�r 21, 20, 3 ;iind aitw,�!iE�,j,����j,,�--r,,�.daiedi4.oV--mb�.11�,2'�18. Pi,��a,,�-ref�-,rti��t,��-5,,,.drct�mQntr,f,,>c,i�i.yft�Wr�,af�pl;'04�it�03ia I � I , . and requel . its oil ViN propEifty- � pleaeo )w;i adAeoid! that�althoulfh:thu Albemarle County Moard of Sliper-iiaors took aiit,lowo ". the � I . , I I I I projeet noted above, flu lises 1041 the ploperty AS:ApproVi0d, MAY.JeWfUdly begin WWI all Uppfiqabi3O . I . . appro,vals bacva bee,) roeeived end aosditions, have been tnet, This lnuliud,m . I * Qumpliaurtit � .wit � It apialicafAd PROFFER$; . . compliance with requirernealtal of tile CODE OF DEVELOPMFNT; I . apptoval of, and ltompliance with a SITE PLAN; and I . approval of a ZONIN0,00MPLIANCE CLEARANCE. . . I I I . . Befora I I I - pri)�edirlg-wfln furthtw u;lki;i of thts propirty w should you li�lve!;iue�Iiorls Fegardlar file ubove7 . . I noted acson, plw3e (xll1taQi Rab--caii iiagedia!a at 2Iii,3 1 -6aaZ . + -Shmvely, � I �. , " �i'. ( -!A�� � _ 0 L L-, � � .1 �. ��--,,, ------ I , , ay I ,ii, '�),rg , +0irE:.eit)r of f1l'I'ling , =� Alboplsrie fliectit V11\i. !, f,r, i, 1,0 I I I F 0 Box 5�� . I � --� Coiumbi:� 8�: 21,2f)2 Albemarle Placei'Stonefield PROFFY11 FORM � . � AtiMENDRUNiJ.' 1`0 YROF FERS I . I Date- Nroveillber 13, 2,01.3 ZM-A # 2013-00009 AtIlctinn'le PlacOStolitefitid 11 I Tax Allip And Panel Nnuibers-. (161WM3-90,019W) (as it hip been ,�qbdiyidvd), 061WO-03- I 00-019DO (as it hils beru .jl1bd.iV1i&d), 061WO-0-00A21300, 061'W`0A3-0.0-I)2400j and 61W(f- 03-01.1�02500 . . . I 1 65,03.4 Idicres zoned Neighborhoruid Modd Mtrict (NA11)) - to. be iwoged to Neighborhood , I I I . I Htidel DifitrilA (NINID) I I I . 11-1i's-inswitlient UO3ell-ag thil,qe cattaill Proffers dated tk,far�hl Ij, 1012, fbr ZKA, 4 20][1-00007 I , I . I I I Albeja&l . Is Plaui,`Stoiiefield f,"'ZMA 2W 1 Fruffe&,), Eucl;A. il.�- explesdy arat"11M, hc--I�lZ�ill, dw, .. . I . , ZMA 2-91 1 1 Pxu.fftr� �biili Tenialn ulloi3au'dd kind to fal;; ,,lct,u4 theit any tstmil; condidolis and I . lobl , ti� . '04H i -p -,it 3 co h t at I i,v, i i 31 i Ile ZM A 2M 1 p roff"r � ilav U a af bt��i 1. hl I y ol�,'t, S U k;h�if ik),IZI Sit 1;wjAi �i t, ., all rj, Q b 1 igatio-us sh-al I fen la i i I i li� fil 11 Rx�c i� auld effec L I Aibai=ll-, Reiffly (-E&A)l LLC, �a-SDuh C,�ixohlla linalt�.d Jiabili�v c'.0111pany, is Vile owilex lo� a . I , - � I , . I , I parl,�el of1mil:1 fttio. w,a,c �ubdividettJ fiom tax imp pamel 06jWVj3-0U-019J-Wi whfulipari�el i� � , . I . � . � I � iibolv . it as '1-,ot DZ", wutailiiniz 5A87 acix's, oiiich Oil a pliit: 1-mWell `kplat I31l'iWia -A I + - _g Subdi. ,Sionpr �t,:)neflield, J��,ok jlotlett Mqw-Ist&i.al Diilqiiit, All:xnnullc Comfy, Vhgiah," daled July H, 2011, I I 1, � � � .astmv'sallovtm-,,b�r 10,12011,pr-7paredby W.W.,�sso'c',,a�c�,-�lv,blch.plati'�; of,rectiTd in vat � C1sr1i:'ii0ff1e-- ofth4-chlffl Cour � l�ofA � r"-marlie Couiiiy, Virgirlia in Dii:t:d Sook 41-35, pap 215 , . I I (the "]].�.)� D Farcill SuMvi.lon PhIf'.1, "Ale Illt,jel', lit,, Stflrit,fileld T *ax� -iitt;d , I , U,c, a South C Aftia lin- I 11abil.ity wnpany� izilhe aviii of a YaA4 W' land ffiact livits �i�tbdivldsd,frnm- tiun ,niiy parcel 0 6 1 W U � T3 -. 00-0 I 9 B 0 i: \WA ith p al:-;�- I is shov; i i �is I'Lo t E, 2 " ,,-,)W�itj i.li.ag 7.6 3 8 krs�,, pin: th,�. D�) t D pai�Uel $-44,visic-1, Plat, � Maffalaile �tou�.,Wd, LLC a Vi�-,pjni�i lk.�i,tc�, liability compawy, k; now 'a�, owk,ell- of �k vill,cej I . I , . I I I I � , I �ji,at "lls(I wlis subdivided, Roul tax mall prc-A 061W(J-03'-W�0191iol vMcb- parcef is 'utivwn, a's � I "f,kQt W)"; cconiiiiTung 1,010 ac,--�.,unilitL6 D Pam,�i 9013di!,1;,'iQElPl,u1 .. . . . Albernade Placia LAAP, LLC, a Delawaxu limit"d liabillity �wmpa�ny, is tile re,.-, Iihqiilc� owtier .bf . I I I ... I tu,�- Illap pameis 0011NO-0. . 3-0 . M'1300, OCIVMM61-024010� 061 . wo I -0 . 1-of-02,500, aild 14-, tMidual jjoTliuln u., tax agip ppr�,el,,- 06,WQ-(Y34I01v0,19B0 and 061W0-03,-00-0!9,A0 that vilete, � Afb�wuizl Ro&f f,E&,A), Lf�c ,�vtii�tp,,irlani-- Stollk�lield, 1-tc, or 11hil nut wnveycd to Otll,cl , I I -e-, S, ; Mwen .. , wilt��,1,5dl I'LiC, For 1111c purpfj�-,s of ille��s pzoffi-ns, A-lba!iiarl,e plan-e HAAP, U,C, Mie�ic �illliliii�, Siciaeflcld,, LLC, Th�,, Havim. at ,"itwirfieldt L"'C', ajid Albexilaxle Realty (E&A), - .1 I LLC are co11-,,c,fiVtkV riefer'B& In hali6li a's (tile, "Owmilir�'), The term "Ov"wr" u ftf�f,ulci�d I � henihn ��Sliffl illclud,e yd I LN.11 ils im-aning thi:� Qwa�,� of mwrd audl wm�tas�,,rii in illfere,-�,. I I . I � .1 . I I 1. . - —Tq,X�Bilp�ls-g�(Tjjjlc ( GL--Dcl-f;j,���,,c�,',,,�",/(��-01-0,,)AI21-00, 0(,�Wo-q'3-00-0246q, 06FV1i - . I I ,� - - f,V011 I O�(ii��Iii,i�lig-tM-�6t��-�Te't�5Ttril'T -11�5" - I MWD- -�)O-U��5()�,,�-��L9�d�OCIA�IO-O',,O ) -1, , i� ,, m"mid'i: ,Tuw I I . I Od-girfal proff'er: . Aqv�tndm-,at� x , , puy.,�--f sdbdivii , 3 i0il"p1w') i . I , I , (pollebve�y, tha'Tropntyll), ui�,Ah��-,.Fubje,21 of Zoning Inap Ameodmwill: I I I - - a A '011 Ilt, - dl , 'IA.Ilt�nlarle P 4ee Txoff�x qp1i�,, tioA ntllnbe� ztm. ,� -1- I007 vri&.,,dl� �Wbxtqt, ". . I , Amendibent�`qW10h apPiii;alJoil aulle hiI3 bw��fli-�romcdto lisfenclioldIL" . Pur-�u;lnf to Sestion 333 af 11�, AlbVillaxic County Zoning oudimin"t;, fht� Owllk= lifr by I � V � y0full &-.!-? pi:-iffers tl�Iil QOlklid'.),us lh;t�'d iki tbl�s ptoff I er sta,'znmil, yvhii�h slh.til he i3pl)1i,a,3 to file . � I , . propery if the rezolli.ag is apf.'aoved.by Albmadc Cv,uilty, Thii:sc condinoll, are proE-ered as p"In ofthc rozoi ing, -end If 43 oicknowledged tht tb.,e condffiiOni� am re,Twilnble. I . _, . . I I I I "tie ts I . . I , Albew'u'le, 'N'li;4-, tonefitid. ptk�p,i�t was Originally bpprovtx� by tilt cl�wivv pl.laid of 11 I 11 - 1. - , . �. . �upervison fill 0cf . t�,ibe� 12, 200'� its ZMA 2wf.-W71 ali:"lig, with pofj.101'1;� -fton-� tlu-, priol owflcr . . , dated Octilbii�r 22, 401, and a Co& v� Dm��opiinem piepFed by Th - t:. Cm CoMpEmy, dat-J 11 I 0=btir 15, 2M3 fflie `Cn& off)iivelopntntl�), The C,odu Df Dovelopmetit Iii lhw6y' arm"Ild-ed 1. 1 - � . . � , . to ob,vdiule th�- ArpcML, A, �Itwlled hercto it. pl�xi�- of file 1,ppeiWix A fJ--,y.,--.j 11e 2,001 . � i' , dul,umem. ,!*its Clods al'DevOopnient iculudts iin ifpplic,aiun piwi:(illae'A�pplication. Planii), The . I 1 w-al " p iioatio . . Appl, M) plan" htnctj.�brii� sbulI lchr to �Ile ExtuNt A attachml ki�en,tu ,wiiich ;s ciipticin,sd: 'WWmarl-, Plait�v Tuwn Ctuter, Akio knovin as Sfofii�fivtdt Aritivm-axle clo,un:ty� . I Vi,ginha, Allnendud Ap)lie-46n Plan. - Full B U,d., Exiii'dift A, (hin-d 10-21-2013,11 1-he, � I ; I I P: ;J for fi-la P14-,rty arv. eoflectivOyte�err,ed' to as:'lbe ltproj� t'll '111provenlell`4 ,�PD,= � I � i" . tycept, as expreply amerld��,d lim!in, fh,�. 7-;'YfA 2011 Pyolftl�rs stwill si�iluin oE1ch.,q--1gcd agd to the I I I I I I I , . , , aKtein that my ttir!,ns; il,ondJ-1,xr5 allell ofiligoilicip-, coitlained i-1 tht 2AA 2011 Fx)fffids lixivs; not I I 11 . I . beeit fuily, ulet; stxft tuniszsclildid-wis �Mij obligi�que�- sIrj,1 Timlaill !a foil foxce: and. e.."Feut, I I I - , , I (Signamt- Nge�, llfiulWititcly Follow) � I - originfil,I`Koft�r: . Akuximdmeat�. x WMNFISS,Jtefolly�wln ,Igmaw,�S� ,9 8 I I I ��J: � -.RE1Y1,'U.1LP' 1%.A.CEE1AAP,LLC, � df1��Iavkuo 1�1114-j 1126ib"y �;atlqf 1 141) 1 y I . ; � ) � I i I B . --- i 11 - - I I \JO,J , - � �' -ail, r1Tes-,ciw,A I � , \ � . �ALBFMARIX!. nl ,kUY(E&A), LLC, � � . . � � . I . - a Soudi carolilli" l�,'I!it�,d,tio,'Oi,l,ii,j,�W!,t�O.�i-ly I , I I I I I I T�,`?. , duhs, %-;ally, litlu,,, � S,wuth QwQliil,l cilylurlatiol-1, iis I I � Me nllimb-li I . ( B I . -1111('1-1- ` . Original prof-lerl AIBCOMA�llf� x , I 'I[V; flAV,FN,Xf,ST0NEFlI?I^ 1,L(' . �, SOolfj CfiV43jjR9 Minile(I Jiability COTilpeRY I I I I . . � I /,/ 8y,�� �,l 9 ., ���-- 4— -ei�,,, plilatd iilfiliiw� - I . Az,,!�,, ,,, (- -�--- . , . Title. -0 "'A"'r h . p )D",vi�.,w I .. I . I �m.,,,CI?Al�LA�Nl�gl'K),Nl-.,Flf�LI)i LI.X � .. ,� Nlil,glnla 11imi!rd liabiliv c;i),-rillany I I / I I I � � , I I bV. I .. I 11 .. . � - 1- -- 11611led Nil'inn 17%. . .11 . Wf&(,�Iv, /,:�61 �,�- I I . "I'll", - - ----- - 'I'Wii� - � �,,,�,I �,-d, 1,-- Awo �,q,l UIIL� 0 '! ... - COUNTY OF ALBEMARLE . MEMORANDUM To� Gerald G4-tntv r *- FROK 'O,Vatni�-- CAunb Ire, E)Irwc�tw af flariniF% D.A�-, E�- I"ky I f-% 20 1 1 . RE. Aetli�.warff, Plx�,-, jm,bMr�tld�. F'MI-JiMili'lary �40 Fk-4 MX I . , 11 .. n, � N tb, 1, ,�Qj � . � I 101-1tvT-11 �1'u 1149LUd9b, 41,5-t u ...... .1 Sert!Ofl: 9,553 of the. Zoringr C)TOInance ailaws dia Dire ctor oif R�uj,jij,F I . , to, ajlow a ,,j.�e p Iw to vary ff"OAI m A14-rc"ve 0 "'erw-r-m dtivoln ef", Phil" cir c--4�1 vf rJ4,fw'roprr,p-n,t j I -c . .. . I I pill � if dm�,, Neig�b -rhood Kzd,-] DfsWk,T 4 iunoilg wher prv�-;-kj ns � dlitier-titkr dammifnei,. UK"It the 'Orladar W 'n p � ". . _'. thp, . - rp yild� Che purpo-se iiuld iritwc of 6f. ap , .. . I , - , ?rg avr4-rd - . . prc?"�W applicaitipo plaili and Qode, fhe f,�*iwiiiinjg is in nj-�21p�.,, I : �,-kkp tY, cw-ujT-i lkaWreiz, p.-vicusly "idembfled or current3y bding �-equwt-ed tcl wq frorri, tj�f,e apprpyrad -j-pp'Nuadop, plari arA codc- �Ls *,fq re'lata to che currrmn-t 51ca pn ( , dluidflluch2i�20150, Fea-t,-trts r-ML-lefl! With tj- Nan wfid cude. or vurfatk>nj�,� pi � jjq,yre,t�jls un&,,r 5�,,-tj, � , on 8,5-,S�,� axe sip rioliW, . Thezter Location and: Re4fl,nmh1p to HYdtiauk Rir,md (Preyfou,�jy addrts$aa in ,�,t2,SfU , . vanation) The p-,vpi;tse� refqIm - a z-if oe a�,7a7,�,r f p-�M th- W 7sift). � . d, , - rit ,T , -- ^ - u w4iia co iii7 Of ff 4-� �it`� to a tqrm�,on along- Hydr-zLik- Roiid m5t of Cifd--r KI�l Rofadvarles Wci�,-o dj-- ,-,ppjjr�qjj�o� i � � 1 ,3 plan that p,re3c�rbr , .. ii-s tqwp&005�'! - . _,s )-Wrig W,t pul-Von of Hydraulic Ri Thi- interit of the to,,ojw-�-o�zi�s ,w�js tv, lla,c6yate' rh IS, F-,dge of . , . tht prq.act --Mli prr:w,kj - 'k -1 &f ,, � -e Corridor, to the bad� . e, a Vh5ij,jp,, trnm tig, ,;,Fn It'y"jr1ill1i" ROad, W, Encmz I .. I . of &e d�p�mmuro t � " � I -to�,-v p-r-ppimitirl, iiii thp, al) , . .1... K�15 plicalit �le--d-� to demw�=rate &w 6l- pfvpond c'Nogell III he a auirzHe dezIp �u h. , g .- ap, Pjl'taclt�"' Pian' Sf:�g h Pye`ttuva�f jntficltg� thAt the M. .1 . �,to:p� �qj- the tawfib-ouse dn"M shwwn an the �ippli:nfio-� 0 p il Pla-Ril rf-105t P"`*`L'1y -tD 9 5af� acdop of d�-- A iikk, T s b,, art Aumbjelvarjuti-ftrl pt-wideld that,Afl ARB CbftdWormare comphed wkh, , secollid Fwor um (pravibuly .Iddrmsed In st=06 yarizelo") . . 11ils appef"mrion pjanilu--&at�d mp-5 On bml) zhini first: fluor �in4 ; ..r �,i,,,.yab I -1 , . .. am i 0 qroie:cc� 4ppe - .0 I ,t dl� YA, He Y� I i im- ed o , , fl.R . .lie, 7l, ix . . woutil 4,z ji p,j,siuva and de . I - .,,�L�r4bli�ff,ari,tre�,vfthi�l�j��v����opq , I e,jt, - w , , 1, aapat a - rajuirwvr-,f:c[rJ-i,-& � hcilft'�Or, pjan,ind c�, , Tfl-w" &,e Miteplan k 7,.?wuii0wed con4gtajrm Wcich A (previowly noted in W28109 Advisot-y Corninip-rits-) - . R.vWnf lou� adlacem. -w R& 25 ", d Hvdn�pj�it F-_� -e in tc -c , � .j. ill ch ,ilial. plan are t.0 bLA I`F�I,egat �.d trjj.�tt j�',. J., , I , . 'at it � .. In, not any cfmer to ffitstr--et th,Im fli � Tig ,vael�Iudifur',u enw , e front [ine oi the boufldl 5 liong ihe , , q i� W tO!'a 5adytjz�Qn of zhe AR& . Block 0 tPr,1Wiu.u.Ay,nn d 'ra W28109A&A uryto" I is ... i ctii en - te ... I . tt) Nrking, I= ad�Ace-,IT,M Rt, 2�:h. die idtj�M plan� are t,zi h*- '-fileg 2=d (*!i�t � tbl�tlt,b noltuly d er . W ft 5vi thaf�, the ft-orx ITrit & this build"n, I gm �Lloftg- ithe .wleei ai�, , r r ned m ti-e 5ati5pactjotf I - . ef The ARB, . I . . �. -&Q x eiu , Sbck C (PreyiOusiy noted in VM09 Adviscry Conji-flpffitt�) pkase mfer to theaitm- JOCUri and re-liatici-nN p in Kydrau 1. Rd, a ov!2, Ala,,% not "lat j e CO& tull - . lk . ti 1A of De-ioelopment ��ys minrmum 2 e 1 ,5, & 5) i�x�eejpt for re=t ri�tsj u.-'g,Jc,a,,, L , ru��113 , . pv Lj . ..4"R;5 zm,td rf�odi,�. kjo5k-i in Bfkorj, C�- � Nock E I z N'kote W i W07 ?ar4titws, if Wal ;iipp1i,-Lj cit. lj"� 1 -bit (atm ,,, , , 4( .29111 Variation Reque,-tw . #� I , 2 and 3 � Cfiang;ett w c" ky , . ,2&P. dd�,,.� I vc- M '42)(0I`,'E, si-44� IInd Qrilu=Eor, lc4 0-uh p,tma., ,,-I -, opul uld grvzo �p-r,t are .-mr,1.e,j CaMi'-Itism, with tjm Qndiiip imdar .S&!;zjp0 j�,3,5.3 (c.) n- yo, hai I . 0_ pfite.&O.nit,W. alid ve permisdbi� ,up 6m.ph't%d I I & 4, 15 and 6 - ModificvLn� to ;dkw ; . � for m_j� wi.dth of Li4ei�,rgjt,l planj::In�g ltr4p� --n � . ; ..dr P-"11r.�ff'- Q.rj .. ,_ _ .- be, &'&Ittldi wm�vvxwi h, diz fla'.1 M lq 17-L'�!. **on j%�, �, tr i al , . I'lL , .70 undt�ir - tr l ; . -1 _q , f,o U 12 ' VeOMffid UfbjeV, tb- a , , minimum s>idFWWjt Width Gf 5 r. 10 �injns. s?j1psA>am,5 wid the �.T�zi.'wIe-'w !��,jp Qf ��%J,,,�Vil� rll;� ,yt�', 0 -iv ' , p- Idno g�qellliwlg 0 M. �,Wtvra s M parking )uu . , ,Iks�� rin � . s mxt tlD sidewa,ke', U.6 W! Pkirft?, gr6,p4;,i,1bW,xff!� Idmited b,4rwe---n. o-4gie of vve,,,-i; ejnri sidewak ,Lid a mlTj'.1cr,n,Tr, &- 5', 1 #7 - CW1,ge to rhe, de,Wpp PHR,orithpal d. Wv,d, fi�wn-A four (4) kne: 4WIltion to a (2) "we iil--L1KTT1 4 ngted tan be gr ;-,wd ,co , . , 1 4 � rf,SiStelll: wth 6p. 1%nd ,, , i� . ii'�.s Under S�..rjco 8,533 fp) U you Nava pre4erimd IIARVU M fCjLm'q S 'ne�rtVDr-fr Dpproval �-?.,-Fd a I Rp ,r - jj�. n91 � _ r pg,;�W�� �jaff�:� 5. , . i-, , fud �& #4 - C afi-g,e 1�0 the hayout an-ti orlenw-jort of -- w sp; . itcru arl.- oriemed pexpv,idicular -ro ],,T I pv �flg .pactzz , , g4rg�lnyood Driv,� �.ui:lt ayat c-`;-I,�, ,, I e w a o j ,��,,v , qLv b,p,g ,k - - w,Tred a,f, frj�i,L.-000j. 'ViII hoc.dion ,-t.K;. a , , - � PL Ilef si�-qet ia tF narrowad ston''AW'd t'J"'d, (�,ee #7 abvve) -ind ��,u,:�h par ,,- kir, j., ma i. I Z ii: _fo -xcord with tht� papoge and, Li� ir ,ki I ,n, 1: , :� ell C r-� 1-h e approved r zy a nVig f �x- t� i� , AJ bell-lairl a Titim , � .,��ii �c:�� .s7�ueL S-0-M, Nir-,Ael pzir!6-�g ii� daLb--d, bui�tt 14 po�,Wt four ,aq'led pat-Ugg u hF� u,17-�ijdafiitid OMNI, Cou . T-I -7 Z . , rt-gullboffl� (prtiv,Aed zhI.& it-rf�ar 17, �pp�'cwsjr �i4 -,). prillam ureqt)� de pdepr f-x),the ip�pxc. ,3 e. �anigjed pariatle to --lie fjjnak)��ky a ti�e , -I 8ppli, -, iln , 't or ti. , . wn,%baselJ aj --ablf, ,alic 5"Idler" , , , #9 - Kridifk-atiop. pf t-h% sc. �feslp tOAK"O'N Y,urb, �M' 4eXtjq)15 cm Like g�--jtr,,,t.uifj. c.0Tujqff-n �yi, find.ings uridar 5�.ecrkjn- 85-5.3 (c) 4.� y".tj hvve-, prese.DW,d S'tibfect - C, y . -) 'th ul". I . . T� IX, TIT'. Emineer,;Vprwat. � 0 #10 - Allawar,tc, ruf St/jriefw,j,� Div& aisthi� ortly mad dr-�dIc-4t;et:i to publil: us�a w��thj I . U .. in ffi,a prpji�----t 1-5 ap opdon pitii'mhtu un p as 2a ajid 29 & the Codtit of De,m.lopm . I . I -d 1 " . mu,n under l'Skre-eE Cfatfofflc4xiloorilis" and I,, ub�Iecr r/i reavitm.!.U.�3dei- 2 ' �' , pp, tlj�.'ti,l (�I-irjij`pt�l`!�, pr�JVIaii ,, , , om. # I I - Allowm, ce of r?ght-m mul P� c1m, .�wuvrl�ur'd.Rx, 29 h, to BLr c" 9 ca, p bo�. ignamm ed ttmm i'gt'It, . with u . I ... . � e RTidi ngs undef �:SiMi 011 8,-!jZ 3 (*0 w, pv f i�av a pres eriltaId wb,�e- cn to r"t4inty EnjineerP(DOT apprdefill based wi �7.oprjcablii lv'affiz ,�t�-� d! m., . I , il. # i 2 - M001 mdorf ejf !hel 8 In ck D and -q Iuxk E bam daHez� k� - r2n ted c Qtl si�st"c with, Md. ,- fif I di ri � .. .g5 . undiar Secton 9,&5�-�� J�,) N; yw W--�e prasonttd and N permi&�ihje n, depii;, . I I . ,ed. , - - I , ", i : 9 I a - Aj Ivwu ti c-- W 3 �x (6) ,4 t- hot e , ", =' lt)qg �� g i, 's no r A* I or i hmn, : p i rl �,, ry (9 0 ) rp er ii� vra n T Q "f - cem W ,51 ' eut with the firtffir�i uptier &zc!y'jfj -2-5�S '.) ,'s ?iDu haV8 pres-ulted anif is pe�rmi'dWble �,J,, dL4p*iql2o, , -36- . ... � , :ig, 1 4 - MtA 'r .r r .ar . . !Ificarc! il w A llu�w- R , ,f it . u, :, buRel-018r, cap 10 . - ,�i;�, E-:, �nj , "% � 0 1 .. ...pinqurp SWO.��,P4 alo,,T e'; 1. j re. ar" ,ML bogf-ilfit��dco�i��l�toit,,vi�lithp,tl�"ifitvtlhd�-;rse,ctigne�5�,5,�,(t-) ityc,$,��hT�,ePr,-��f,-ji��e,-Jiu�,ii� . rt ro. . . I tio P�tdkfolg oyt-rhw-T' onto sidifemal-ka h p,riking Iota tiii 5i; c aj . ., 4 0 diullyiiiN-1 , -9 I 5 - C-Nmges -V-,, the w �dth & �&- �, �gfflg�� ;� F ea �,t -,_ love g- rr, ii�idgp of The p rr iti ct prclp-�ITY to a I. ... . t� 1�11. _ j , mir""Inunt. ur 10' cx) begranutd -wfwzmnt wl�h tile Dr,ding I ,p Ln-, id!�- Saacdbn i,543 1�-.) u pio kup- pr--santed %14eict ro F-w-11p4alim- '0�)TC6 the ,-Orm,,�.d paragraph on pagl�� I a of tile codia: of I Dvelopm,�2m. �nsdpr Txterk-�F �!`ii,qt�`,�a&,F, ,1W. VWMI 1' Oxtl ft,lgAtibftl' a"3d ,V tir ' . 'y & 'le: p � I ' .fI , pjan, requiverneneu uhat jni?ht b a vAjcat-�e ind - irt =r-a , :. e p- , � j � juj .7 .19 uf obie—munx-jle L1,.xt1Afe&- I.. -0�3 51 1311 1 VaAaffou Requie-at, I Repklacn� ierit of'Nord u-J, Ni�w Mw-,n Sv--lu)m bemwsi�i - Ian, .2WIT - I .h and So - . I � o E�uijldinp D -1 D !--I 5 �& r ,,, if , road Ifl gqfemd co.,*W�,�tqnt with tile firid' v under S�a,x! Z-S-S3 fic,*) as prtssmled and ii p;ii�rm�ssib-je . . ai� depoki;W1, I rleam nrju I iM- de-i,,eIqpm,,--= und4f- this reqpeirt, is !�itlll` . subi-sm. % alf otthfr 4.ppfica�JfIa Z:ii:)jTjnf, ,�ite .. pl,?,ii and bukUy, ��,q�nk p-uv, - I e.�t�-,��ri��Opnsdo.ncitzLip��-ed uki ttrnariu I , Isforls ud, rh .s stF , �o-,s req ,- , I . , I , REVISIONS # DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS . 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 2/27/2020 vii�kizzzz i:I.,:y ki,gl e.ir � ,,, " ii, A& 0% i:-, -� -, ot , IM ---l;" n '� - , ... ; - , ,x -�t- ll"ll .11 " ,�, "I - I �:,,--k, ,�, � ,,, ,�� ',,l�� ii�, ,," �.s 2 4 ls' 11 t ,-� ,� I 1 5� -.1. - it�--,�la u 1-1-11111111 ..... S ALE E N G I N E E R I N G .11: owner: k.ii -, 11, - .. ... ... l. ...... ... �:l ,.:,. , ::: .1. ::� ...... ... ... ... ... ::l OPZ BERNSTEIN/CHRISTOPHER 2, LLC.... ... . ".. " Ix � - . ". engineer: .1 - .. ... .. , - - , - .-. 30 SCALE, LLC - - - - .. .. 871 JUSTIN DRIVE ** - .... - ::.. ::... PALMYRA, VA 22963 :i: X. I . .. ..., � .... p: 434.242.2866 :�:�i , 1 , �111 I.. e: mike@30scale.com . I , - - - I � - .. ... 11 `-� web: www.30scale.com - rq�,�. -�h 0 �,, z/ , /, C� ellr 1-,i.c, No, 33028 ?�,-� , 02/27/2020 .-) . 1-k, j � X, . I . /I l (-� , %;�L 9N, A 1, . �-� �:�,/ ,'A V16 0 3 fl) 5 /�� ® 2020 - 30 SCALE, LLC W 0 z Q V) v v 0 V1 LZ n 0 0 2 U u 4n 0 70 ALBEMARLE PLACE WAIVERS, AGREEMENTS AND CLARIFICATIONS ADOPTED BYTHE COUNTY OF ALBEMARLE ON DECEMBER, 2003 AS PART OF ZMA # 01-07 AND AMENDED ON AUGUST 4, 2010 AS PART OF ZMA # 08-003. WAIVERS TO THE ZONING ORDINANCE, CHAPTER 18: UNDER THE AUTHORITY GRANTED IN SECTION 8.2, THE BOARD OF SUPERVISORS HAS WAIVED, VARIED OR ACCEPTED SUBSTITUTIONS TO THE FOLLOWING SECTIONS: 4.2.3 LOCATION OF STRUCTURES AND IMPROVEMENTS: THE REQUIREMENTS OF SECTION 4.2.3 ARE WAIVED, CONDITIONAL UPON APPROVAL OF AN EROSION AND SEDIMENT CONTROL PERMIT THAT MEETS THE REQUIREMENTS OF SECTION 8.5.5.4(b). 4.3 (a&b) TREE CUTTING: THE REQUIREMENTS OF SECTION 4.3 (a&b) ARE WAIVED, CONDITIONAL UPON APPROVAL OF AN EROSION AND SEDIMENT CONTROL PERMIT THAT MEETS THE REQUIREMENTS OF SECTION 8.5.5.4(b). 4.6.1 FRONTAGE AND LOT WIDTH MEASUREMENTS: 4.6.2 LOTS, DETERMINATION OF LOT FRONT: 4.6.6 LOT ACCESS REQUIREMENTS: THE REQUIREMENTS OF SECTIONS 4.6.1, 4.6.2 & 4.6.6 ARE WAIVED UNDER THE FOLLOWING CONDITIONS: 1.) ACCESS WILL BE MAINTAINED TO THE INDIVIDUAL LOTS THROUGH ONE OF THE FOLLOWING OPTIONS: A.) LOTS MUST FRONT A PUBLIC STREET AND BE SERVED WITH DIRECT ACCESS TO A PUBLIC STREET, OR B.) LOTS MUST FRONT A PRIVATE STREET AND BE SERVED WITH DIRECT ACCESS TO A PRIVATE STREET, WHICH IS BUILT TO THE STANDARDS SET FORTH IN THE SUBDIVISION ORDINANCE; PROVIDED THAT ANY SUCH STANDARDS MAY BE WAIVED OR MODIFIED AS EXPRESSLY PROVIDED IN THE SUBDIVISION ORDINANCE. (NOTE: AN EASEMENT SHALL BE REQUIRED TO ALLOW THE GENERAL PUBLIC THE USE OF THE PRIVATE STREETS AS A RIGHT-OF-WAY). 2.) WHERE PARKING FOR A LOT IS NOT ON -SITE OR DIRECTLY ADJACENT TO THE LOT ON A PUBLIC OR PRIVATE STREET (I.E., A PARKING GARAGE), THE OWNERS OF THE LOTS WHERE PARKING IS PROVIDED IN A GARAGE SHALL HAVE PERPETUAL ACCESS TO THE PARKING GARAGES AS WELL AS A PERPETUAL RIGHT TO PARK CARS IN THE GARAGE. THE RIGHTS DESCRIBED HEREIN SHALL RUN WITH THE LAND. THE DEED, DECLARATION OR OTHER DOCUMENT ESTABLISHING THE RIGHTS DESCRIBED HEREIN SHALL BE SUBJECT TO REVIEW AND APPROVAL BYTHE COUNTYATTORNEY. 3.) ALL STREETS AND ACCESS WAYS DESCRIBED ABOVE SHALL BE REQUIRED TO BE BONDED AS PART OF THE SITE PLAN OR SUBDIVISION PLAT. 4.6.3 LOTS, YARDS ADJACENT TO STREET: 4.6.4 REAR YARDS ON INTERIOR STREETS: 4.6.5 SIDE YARDS ON LOTS: THE REQUIREMENTS OF SECTIONS 4.6.3, 4.6.4 & 4.6.5 ARE WAIVED AND REPLACED WITH THE BUILD -TO LINE STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. 4.7 OPEN SPACE: THE REQUIREMENTS OF SECTION 4.7 ARE WAIVED AND REPLACED WITH AMENITIES AND IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. 4.11.1 COVERED PORCHES, BALCONIES, CHIMNEYS AND LIKE FEATURES: THE REQUIREMENTS OF SECTION 4.11.1 ARE WAIVED UNDER THE FOLLOWING CONDITIONS: 1.) THE DIRECTOR OF PLANNING AND COMMUNITY DEVELOPMENT MAYAPPROVE VARIATIONS FROM THE REQUIREMENTS OF SECTION 4.11.1 USING THE CRITERIA SET FORTH IN SECTION 8.5.5.3(c), IF THE APPLICANT FOLLOWS THE PROCEDURES ESTABLISHED IN SECTION 8.5.5.3(b). 4.15.5(a) SIGNS AUTHORIZED BY SPECIAL USE PERMIT: THE REQUIREMENT OF SECTION 4.15.5(a) OF A SPECIAL USE PERMIT FOR OFF -SITE SIGNS IS WAIVED. OFF -SITE SIGNS WILL BE ALLOWED BY -RIGHT. 4.15.11 REGULATIONS APPLICABLE IN THE PUD. DCD. AND NMD ZONING DISTRICTS: 1.) THE REQUIREMENT OF SECTION 4.15.11 FOR SIGNS ARE WAIVED AND REPLACED WITH THE SIGN REGULATIONS IN SECTION 4.15.13 HIGHWAY COMMERCIAL (HC), PLANNED DEVELOPMENT SHOP SHOPPING CENTER (PDSC) AND PLANNED DEVELOPMENT MIXED COMMERCIAL (PDMC). 2.) THE REQUIREMENT OF SECTION 4.15.11 FOR A MAXIMUM HEIGHT OF WALL SIGNAGE OF 30 FEET HAS BEEN CONDITIONALLY REPLACED WITH A MAXIMUM SIGNAGE HEIGHT OF 58 FEET. THE CONDITION IS THAT ANYSIGN OVER 30 FEET SHALL BE SUBJECT TO ARB APPROVAL. 4.16 RECREATION REGULATIONS: THE REQUIREMENTS OF SECTION 4.16 ARE MODIFIED AND REPLACED WITH THE AMENITIES AND IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. 5.1.16 a&e) SWIMMING. GOLF & TENNIS CLUBS: THE REQUIREMENTS OF SECTION 5.1.16 (a&e) ARE WAIVED AND REPLACED WITH THE AMENITIES AND IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. 5.1.21 DWELLING IN COMMERCIAL AND INDUSTRIAL DISTRICTS: THE REQUIREMENTS OF SECTION 5.1.21 ARE WAIVED. 5.1.24 SUBORDINATE RETAIL SALES: THE REQUIREMENTS OF SECTION 5.1.24 ARE WAIVED AND REPLACED WITH THE USES AND STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. 32.4.1 PRELIMINARY CONFERENCE WITH STAFF: THE REQUIREMENTS OF SECTION 32.4.1 ARE WAIVED. 32.7.2.8 SIDEWALKS: THE REQUIREMENTS OF SECTION 32.7.2.8 ARE WAIVED AND REPLACED WITH THE USES AND STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. ZONING DETERMINATION BY THE COUNTY OF ALBEMARLE ON DECEMBER 29, 2010 DETERMINATIONS ON THE APPLICATION OF THE ZONING ORDINANCE. CHAPTER 18: UNDER THE AUTHORITY GRANTED THE ZONING ADMINISTRATOR THE FOLLOWING SUBSTITUTIONS HAVE BEEN ACCEPTED: 4.12.6 REQUIREMENT FOR MINIMUM NUMBER OF PARKING SPACES: IT HAS BEEN DETERMINED THAT THE THEATER PARKING MAY BE CALCULATED AS PART OF THE SHOPPING CENTER PARKING CALCULATION INSTEAD OF USING THE SEPARATE THEATER PARKING REQUIREMENTS SPECIFIED IN SECTION 4.12.6. THIS DETERMINATION IS BASED ON THE CURRENT LOCATION OF THE CINEMA WITHIN THE MIXED USE TOWN CENTER AREA. IR I VA al -1 419 APPROVED BY THE BOARD OF SUPERVISORS OF ALBEMARLE ON SEPTEMBER 11, 2013 VARIATIONS GRANTED TO ALLOW FOR FOLLOWING: 1. THE BELOW LISTED ELEMENTS, A THROUGH D, THAT VARY FROM THE ZMA APPLICATION PLAN. A. THE MODIFICATION OF THE BLOCK F AND BLOCK G BOUNDARIES. B. THE LOCATION OF THE NORTH -SOUTH ALIGNMENT AND THE GEOMETRY OF DISTRICT AVENUE THROUGH BLOCK F AND BLOCK G OF THE PROJECT. C. THE RELOCATION OF THE TWO (2) `FUTURE EXTENSION" CONNECTIONS POINTS TO THE NORTH AND THE ONE (1) 'FUTURE EXTENSION" CONNECTION POINT TO THE SOUTH. D. THE BUILDING LOCATION, ORIENTATION, AND ALLOCATION OF SQUARE FOOTAGE FOR THE FACILITY TO BE LOCATED ON BLOCK F. 2. THE MODIFICATION OF THE LOCATION OF THE PLAZA AREA AND ELIMINATION OF THE "CAFE" (AS SUCH ARE DEPICTED WITHIN BLOCK F ON THE ZMA APPLICATION PLAN). IN LIEU OF SUCH IMPROVEMENTS, APPLICANT PROPOSES TO CONSTRUCT ENHANCED PEDESTRIAN CORRIDOR. NOTE: A ZONING MAP AMENDMENT REQUEST WAS SUBMITTED TO THE COUNTY OF ALBEMARLE ON JUNE 14, 2013. THIS REQUEST IS TO AMEND ZMA 2011-00007 THROUGH THE MODIFICATION OF THE "CODE OF DEVELOPMENT" TO ALLOW FOR AN ANCILLARY FUELING FACILITY WITH CANOPY. BLOCK AREAS PROPOSED WITH THIS MAJOR SITE PLAN AMENDMENT GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). THE CURRENT EDITIONS AS OF THE DATE OF THIS PLAN SET ARE MUTCD, 2009 EDITION, INCORPORATING REVISIONS 1 AND 2, DATED MAY 2012, AND THE VIRGINIA SUPPLEMENT TO THE MUTCD, 2011 EDITION, INCLUDING REVISION 1 DATED 30 SEPTEMBER 2013. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III AND CONFORM TO ASTM C-76. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (2965832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE N011FIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATON SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RE -SEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. SITE PLAN NOTES 1. EXISTING MANHOLE FRAMES AND COVERS, VALVE BOXES AND COVERS, HAND HOLES, PEDESTALS, ETC. THAT ARE TO REMAIN, SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES AT NO ADDITIONAL COST FROM THE BASE BID. 2. ACCESSIBLE PARKING SPACES AND ROUTES SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN DATED 15 SEPTEMBER 2010, OR THE LATEST EDITION IF AVAILABLE. THE PAVEMENT SLOPE WITHIN AN ADA ACCESSIBLE PARKING SPACE SHALL NOT EXCEED A MAXIMUM OF 2.0% IN ANY DIRECTION. 3. AN ACCESSIBLE ROUTE MAY NOT EXCEED A MAXIMUM RUNNING SLOPE OF 5% UNLESS A RAMP COMPLYING WITH ADA STANDARDS IS PROVIDED. 4. PAVEMENT REPAIR IN EXISTING STREETS SHALL BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 5. ALL PIPES SHOWN AS HIGH -DENSITY POLYETHYLENE PIPE (HDPE) SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH WALL INTERIOR PIPE. MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS. 6. STREET SIGNS SHALL BE INSTALLED BASED ON THE EXISTING SIGN CONFIGURATION ON THE COMPLETED PORTION OF THE STONEFIELD DEVELOPMENT CONTRACTOR COORDINATION NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR CONSTRUCTION. 2. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL PLAN DIMENSIONS, EXISTING UTILITY SIZES AND LOCATION, EXISTING TOPOGRAPHY AND OTHER SITE CONDITIONS ARE IN CONFORMANCE WITH THE PLANS. IF ANY DISCREPANCIES ARE FOUND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND ENGINEER TO DETERMINE THE COURSE OF ACTION TO ADDRESS THE DISCREPANCY. THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE IF THEY DO NOT NOTIFY THE OWNER AND ENGINEER TO SECURE GUIDANCE ON A CORRECTIVE ACTION. 3. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN EXISTING EASEMENTS WITH THE OWNING UTILITY COMPANY A MINIMUM OF 30 DAYS PRIOR TO BEGINNING WORK IN THE EASEMENT, AND 30 DAYS PRIOR TO BEGINNING OF SITEWORK IF ADDITIONAL LEAD TIME WILL BE REQUIRED. CONTRACTOR TO ENSURE THAT THE GUIDELINES AND CONSTRUCTION STANDARDS OF THE OWNING UTILITY COMPANY HAVE BEEN MET. 4. CONTRACTOR IS TO ENSURE THAT ALL UTILITIES, INCLUDING WATER, SEWER, STORM, UNDERDRAINS, GAS, ELECTRIC, TELEPHONE, CABLE, AND ANY OTHER QUASI -PUBLIC UTILITIES ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. 5. CONTRACTOR TO PROVIDE A MINIMUM 5-FOOT HORIZONTAL SEPARATION FROM WATERMAINS AND SANITARY SEWER MAINS WHEN INSTALLING PROPOSED UNDERGROUND DRY UTILITIES, INCLUDING ELECTRIC, TELEPHONE, CABLE AND GAS. 6. THE CONTRACTOR SHALL BE AWARE AND IN POSSESSION OF ANY LETTERS OF PERMISSION FOR OFFSITE CONSTRUCTION ASSOCIATED WITH THE PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE MEANS AND METHODS OF CONSTRUCTION WORK WITH THE OWNER AND THE OFFSITE PROPERTY OWNER. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE RELOCATION OF ALL EXISTING UTILITIES THAT ARE IN CONFLICT WITH THE WORK, INCLUDING EXISTING UTILITY POLES AND GUY WIRES. 8. CONTRACTOR TO PROVIDE CERTIFIED SHOP DRAWINGS FOR ENGINEER REVIEW AND APPROVAL FOR SITE INFRASTRUCTURE PRIOR TO ORDERING STRUCTURES. ORDERING STRUCTURES PRIOR TO ENGINEER REVIEW AND APPROVAL SHALL BE DONE AT THE RISK OF THE CONTRACTOR. 9. CONTRACTOR SHALL VISUALLY INSPECT CONCRETE FORMS PRIOR TO PLACEMENT OF CONCRETE. IN THE EVENT THAT ADJUSTMENTS ARE NEEDED, CONTRACTOR TO NOTIFY ENGINEER PRIOR TO PLACING OF CONCRETE FOR FIELD REVIEW AND AGREEMENT ON ANY FIELD REVISION THAT MAY BE REQUIRED. ENGINEER TO PROVIDE REASONABLE AND TIMELY RESPONSE TO ALL INQUIRIES MADE BY THE CONTRACTOR. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING CONSTRUCTION, INCLUDING MAINTAINING UNOBSTRUCTED ACCESS FOR THE RESIDENTS OF THE PHASE 1 TOWNHOUSES AT STONEFIELD AT ALL TIMES DURING CONSTRUCTION. 11. ALL DAMAGED EXISTING CURB, GUTTER, AND SIDEWALK SHALL BE REPAIRED PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER IMMEDIATELY IF UNKNOWN UTILITIES THAT IMPACT THE CONSTRUCTION ARE DISCOVERED. 13. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 14. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS AS SPECIFIED BY THE ARMY CORPS OF ENGINEERS AND/OR THE VIRGINIA DEQ. 15. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO AN EQUAL OR BETTER CONDITION THAN EXISTED BEFORE CONSTRUCTION. 16. CONTRACTOR TO REMOVE ALL CONSTRUCTION DEBRIS FOLLOWING COMPLETION OF CONSTRUCTION AND IMMEDIATELY REMOVE CONSTRUCTION DEBRIS AND MUD THAT HAS BEEN TRACKED ON TO THE SURROUNDING PROPERTIES. 17. CONTRACTOR SHALL BE LIABLE FOR REPAIR OF ANY DAMAGES ON PUBLIC OR PRIVATE PROPERTY CAUSED BY HIS CONSTRUCTION ACTIVITY, INCLUDING CURBS, GUTTER PAN, ASPHALT AND CONCRETE PAVEMENT. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF LANDSCAPE MATERIALS PRIOR TO PLANTING AND PROVIDE A ONE-YEAR GUARANTEE ON ALL VEGETATION. STORMWATER MANAGEMENT NOTES 1. THE STONEFIELD DEVELOPMENT IS GRANDFATHERED FROM THE TECHNICAL CRITERIA PART IIB OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATION PER 9VAC25-870-48. THE DEVELOPMENT IS SUBJECT TO THE TECHNICAL CRITERIA PART IIC OF THE VSMP REGULATION PER 9VAC25-870-93 ET SEQ. 2. CALCULATIONS AND DETAILS FOR THE DOWNSTREAM UNDERGROUND DETENTION SYSTEM HAVE BEEN PROVIDED WITH WPO 2010-0023, ENTITLED, ALBEMARLE PLACE/STORMWATER MANAGEMENT PLAN AMENDMENT NO.4. 3. THE IMPERVIOUS AREA IN BLOCK D2 HAS DECREASED WITH THIS MAJOR SITE PLAN AMENDMENT, SO THERE ARE NO ADDITIONAL WATER QUALITY OR QUANTITY REQUIREMENTS ABOVE WHAT IS APPROVED ON WPO 2014-00096, ENTITLED, STONEFIELD -BLOCK D2 -VSMP AMENDMENT. REFER TO VSMP PROJECT NARRATIVE FOR MORE DETAILED INFORMATION. 4. STORMFILTER AND VORTECHS UNITS HAVE BEEN CONSTRUCTED DOWNSTREAM FOR WATER QUALITY AND PROVIDE A 60% POLLUTANT REMOVAL RATE IN 5. PROPOSED FILTERRA UNITS SHOWN FOR SUPPLEMENTAL WATER QUALITY PROVIDE A 74% POLLUTANT REMOVAL RATE IN ACCORDANCE WITH MINIMUM STANDARD 3.11C OF THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK, TECHNICAL BULLETIN #6, DATED 11/1/2002. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY ECS, LTD, DATED MAY 8, 2009, WHICH INCLUDES REFERENCE TO FOUR GEOTECHNICAL ENGINEERING STUDIES PERFORMED BY SCHNABEL ENGINEERING SOUTH, LLC FOR THE STONEFIELD DEVELOPMENT. THE EARTHWORK REQUIREMENTS ARE INCLUDED AS PART OF THIS PLAN SET. BUILDING INSPECTIONS NOTES 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. 2. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. 3. ALL WATER LINES, SEWER LINES, AND FIE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 4. ALL ROOF DRAINS HALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBIC NUISANCE AND NOT OVER SIDEWALKS. REVISIONS # DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 2/27/2020 3 SCALE ENGINEERING owner: OPZ BERNSTEIN/CHRISTOPHER 2, LLC`: engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242,2866 e: mike@30scale.com web: www.30scale.com z z 0 U w fz ¢ LL, m uj ANAL LAM Lu N XXX dI i Lu C) LLIJ LLft LLj cc V) Lu w 0 Y U 4, 2/27/2020 r 141 . C 9N At, sheet title: CONSTRUCTION NOTES sheet # ® 2020 - 30 SCALE, LLC 1 ud - A 1.1 DEFINITIONS REQUIRE THE USE OF HEAVY EXCAVATION EQUIPMENT, RIPPER TEETH, OR JACK HAMMERS FOR REMOVAL. 1.1.2 ROCK: SOLID HOMOGENEOUS INTERLOCKING CRYSTALLINE MATERIAL WITH FIRMLY CEMENTED, LAMINATED, OR FOLIATED MASSES OR CONGLOMERATE DEPOSITS, NEITHER OF WHICH CAN BE REMOVED WITHOUT SYSTEMATIC DRILLING AND BLASTING, DRILLING AND THE USE OF EXPANSION JACKS OR FEATHER WEDGES, OR THE USE OF BACKHOE-MOUNTED PNEUMATIC HOLE PUNCHERS OR ROCK BREAKERS; ALSO LARGE BOULDERS, BURIED MASONRY, OR CONCRETE OTHER THAN PAVEMENT EXCEEDING % CUBIC YARD IN VOLUME. REMOVAL OF HARD MATERIAL WILL NOT BE CONSIDERED ROCK EXCAVATION BECAUSE OF INTERMITTENT DRILLING AND BLASTING THAT IS PERFORMED MERELY TO INCREASE PRODUCTION. MATERIALS: 1.1.3 COHESIVE MATERIALS ASTM D 2487 CLASSIFIEDAMATERIALS AS AND SM WILL BE IDENTIFIED AS COHESIVE ONLY WHEN TWE FIVESWIVE A PLASTICITY INDE"-4r ■&k - F0. 1.1.4 COHESIONLESS MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GW, GP, SW, AND SP. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIONLESS ONLY WHEN - FINES HAVE PLASTICITY - ZERO. - j W, am j A - -. ilkNAIM I tm 1.01-_ .. - _x r - -. - -- '_-.---- 1.2.4 REMOVE MATERIAL I AND HEALTH REQUIREMENTS MANUAL," EM-385-1-1, SECTION 25. 1.2.5 ROCK EXCAVATION, AS DEFINED HEREIN, MAY EXIST ON THIS PROJECT. ROCK EXCAVATION SHALL BE PERFORMED AS UNCLASSIFIED EXCAVATION TO THE INDICATED ELEVATIONS. 1.4 BURNING: SITE CLEARING DEBRIS MAY BE BURNED IF ALLOWED BY THE LOCAL FIRE DEPARTMENT. ALL BURNING RESIDUALS SHALL BE REMOVED FROM THE OWNER'S PROPERTY AND DISPOSED i= BY THE CONTRACTOR AT HIS EXPENSE IN ACCORDANCE WITH ALL FEDERAL,STATE, AND LOCAL REGULATIONS. W9126101110 PARTICLE2.1 SOIL MATERIALS: FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS. THE MAXIMUM DIAMETER SHALL AT THE i= LOCATION.PARTICLE XDIAMETER FOR PIPE BACKFILL MATERIAL -.. LOCATED THAN 1—FOOT ABOVEPIPE CROWN SHALL BE 1-INCH. 2.1.1 COMMON FILL: MATERIALS: 1.1.3 COHESIVE MATERIALS ASTM D 2487 CLASSIFIEDAMATERIALS AS AND SM WILL BE IDENTIFIED AS COHESIVE ONLY WHEN TWE FIVESWIVE A PLASTICITY INDE"-4r ■&k - F0. 1.1.4 COHESIONLESS MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GW, GP, SW, AND SP. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIONLESS ONLY WHEN - FINES HAVE PLASTICITY - ZERO. - j W, am j A - -. ilkNAIM I tm 1.01-_ .. - _x r - -. - -- '_-.---- 1.2.4 REMOVE MATERIAL I AND HEALTH REQUIREMENTS MANUAL," EM-385-1-1, SECTION 25. 1.2.5 ROCK EXCAVATION, AS DEFINED HEREIN, MAY EXIST ON THIS PROJECT. ROCK EXCAVATION SHALL BE PERFORMED AS UNCLASSIFIED EXCAVATION TO THE INDICATED ELEVATIONS. 1.4 BURNING: SITE CLEARING DEBRIS MAY BE BURNED IF ALLOWED BY THE LOCAL FIRE DEPARTMENT. ALL BURNING RESIDUALS SHALL BE REMOVED FROM THE OWNER'S PROPERTY AND DISPOSED i= BY THE CONTRACTOR AT HIS EXPENSE IN ACCORDANCE WITH ALL FEDERAL,STATE, AND LOCAL REGULATIONS. W9126101110 PARTICLE2.1 SOIL MATERIALS: FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS. THE MAXIMUM DIAMETER SHALL AT THE i= LOCATION.PARTICLE XDIAMETER FOR PIPE BACKFILL MATERIAL -.. LOCATED THAN 1—FOOT ABOVEPIPE CROWN SHALL BE 1-INCH. 2.1.1 COMMON FILL: APPROVED, UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. 2.1.2 BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC, ML, MH, CL WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 50, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 25. MOISTURE CONTENT SHALL BE WITHIN ±3% AND IN ACCORDANCE WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS- 2.1.3 SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2.1.4 PIPE BEDDING MATERIAL: VDOT NO. 57 COARSE AGGREGATE. rR, DRY RIPRAPDEFINED IN THE VIRGINIA DEPARTMENTTRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS, rRAOTHERWISE CLASSIFICATION2.2 BORROW: OBTAIN BORROW MATERIALS REQUIRED IN EXCESS OF THOSE FURNISHED FROM EXCAVATIONS FROM SOURCES OFF THE OWNER'S PROPERTY. PROVIDE AND SUBMIT SOI ATERIALS MEET THE REQUIREMENTS OF THIS SPECIFICATION. 0,_1 3.1 CLEARING REMOVE FROM THE SITE TREES, STUMPS, ROOTS,BRUSH, N TIMBER,ROTTEN WOOD, RUBBISH, OTHER _- _IO:, AS WELL AS FENCES AND INCIDENTAL 'k1ECES_vr1,1kY TO ALLOW FOR NEW CONSTRUCTION. 3.1.2 CLEARING WORK SHALL BE RESTRICTED TO AREA WITHIN "CONSTRUCTION LIMITS/LIMITS OF CLEARING" SPECIFIED IN THIS SECTION AND AS INDICATED ON THE DRAWINGS. 3.1.3 UNDISTURBED STUMPS AND ROOTS, A MINIMUM OF 5 FEET BELOW FINISHED GRADE AND NOT LOCATED UNDER OR WITHIN 10 FEET OF ANY STRUCTURE, MAY BE LEFT IN PLACE. TOPS OF STUMPS LEFT IN PLACE SHALL NOT BE MORE THAN 6 INCHES ABOVE ORIGINAL GRADE. 3.3.1 GRUB AREAS WITHIN AND TO A POINT 10 FEET OUTSIDE OF ALL STRUCTURES, AREAS TO RECEIVE FILL WHERE FINISHED GRADE WILL BE LESS THAN 3 FEET ABOVE EXISTING GRADE, CUT AREAS WHERE FINISHED GRADE WILL BE LESS THAN 2 FEET BELOW EXISTING GRADE, TRANSITIONAL AREAS BETWEEN CUT AND FILL, AND ANY AREA TO RECEIVE CONTROL FILL. 3.3.2 REMOVE FROM THE GROUND TO A DEPTH OF 24 INCHES ALL STUMPS, ROOTS %-INCH DIAMETER AND LARGER, ORGANIC MATERIAL, AND DEBRIS. 3.3.3 USE ONLY HAND METHODS FOR GRUBBING INSIDE THE DRIP LINES OF TREES THAT ARE TO REMAIN, 3.4 CONSTRUCTION/CLEARING LIMITS 3.4.1 THE CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE THE CONSTRUCTION LIMITS INDICATED ON THE DRAWINGS WITHOUT EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. 3.4.2 NO CLEAR -CUTTING OF TIMBER SHALL BE PERMITTED WITHIN THE CONSTRUCTION LIMITS. THE CONTRACTOR SHALL MAKE SELECT CUTTING OF TREES, TAKING THE SMALLEST TREES FIRST, THAT ARE MANDATORY FOR THE CONSTRUCTION OF THE UTILITY LINE. THE ENGINEER'S DECISION SHALL BE FINAL ON DETERMINATION OF WHICH TREES ARE TO BE CUT. 3.5 CLEAN UP DEBRIS RESULTING FROM SITE CLEARING OPERATIONS CONTINUOUSLY WITH THE PROGRESS OF THE WORK, 3.6 REMOVE DEBRIS FROM THE SITE IN SUCH A MANNER AS TO PREVENT SPILLAGE. KEEP PAVEMENT AND AREAS ADJACENT TO SITE CLEAN AND FREE FROM MUD, DIRT, AND DEBRIS AT ALL TIMES. 3.7 SURFACE PREPARATION 3.7.1 STRIPPING: STRIP EXISTING TOPSOIL, WHEN PRESENT, TO A DEPTH OF 6 INCHES WITHOUT CONTAMINATION BY SUBSOIL MATERIAL. STOCKPILE TOPSOIL SEPARATELY FROM OTHER EXCAVATED MATERIAL AND LOCATE CONVENIENT TO FINISH GRADING AREA. 3.7.2 UNSUITABLE MATERIAL: REMOVE UNSUITABLE SOIL MATERIALS, WASTE MATERIAL, VEGETATION, DEBRIS, DECAYED VEGETABLE MATTER, SOD, AND MULCH FROM THE CONSTRUCTION SITE. DISPOSE OF THE UNSUITABLE MATERIAL OFF THE OWNER'S PROPERTY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 3.8 PROTECTIONS 3.8.1 PROTECTION SYSTEMS: PROVIDE SHORING, BRACING, AND SHEETING AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMEN EM-385-1-1, SECTION 25. SHEETING SHALLA D BY A PROFESSIONAL ENGINEER REGISTERED IN VIRGINIA. 3.8.2 SITE DRAINAGE: PROVIDE FOR THE COLLECTION AND DISPOSAL OF SURFACE AND SUBSURFACE WATER ENCOUNTERED DURING CONSTRUCTION. 3.8.2.1 SURFACE DRAINAGE: COMPLETELY DRAIN THE CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL 3.8.2.2 SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT THE OUTLET OF PIPING TO PREVENT EROSION. OPERATE CONTINUOUSLY BELOW EXI- LEVELS IS COMPLETE. A ' N .- - - - -.-- _ - - - - _ - - - - - - 3.9.2 KEEP EXCAVATIONS FREE FROM WATER. EXCAVATE SOIL DISTURBED OR WEAKENED BY THE CONTRACTOR'S OPERATIONS, AND SOILS SOFTEN OR MADE UNSUITABLE FOR SUBSEQUENT CONSTRUCTION DUE TO EXPOSURE TO WEATHER. REFILL WITH SELECT MATERIAL AND COMPACT TO 9 OFASTM __ D 698 MAXIMUMSPECIFIED - _ REFILL EXCAVATIONS BELOW INDICATED DEPTH WITH SELECT MATERI AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. SIDE SLOPES WHEN ALLOWED SHALL BE PROTECTED WITH 6-MIL POLYETHYLE SHEETING. i 3.9.3 PIPE TRENCHES: EXCAVATE TO THE DIMENSIONS INDICATED AND AS SPECIFIED HEREIN. TRENCHES IN PUBLIC ROADWAYS SHALL E@ EXCAVATED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. WHERE ROCK IS ENCOUNTERE EXCAVATE AND REMOVE ROCK O_' TO MINIMUM DEPTH OF INCHES ..__: BELOW THE PIPE r-- GRADE - BOTTOM T OF TRENCHES ---_- -- PROVIIUNIFORM SUPPORT FOR EACH SECTION OF PIPE AFTER PIPE BEDDING PLACEMENT. UNSUITABLE - D SOIL MATERIALS: SUBGRADES WHICH ARE DETERMINED O BE UNSUITABLE FOR BEARING N_. :. !_ OR PIPING, SHALL HAVE THE UNSUITABLE SUBGRADE SOIL MATERIALS REMOVED AND DISPOSED OF, AND REPLACED WITH SELECT MATERIAL AT NJ ADDITIONAL COST TO THE OWNER. BUILDINGS 3.10.1 COMMON FILL PLACEMENT: PROVIDE FOR GERERAL SITE, 11 GREER OPER SPACE AAI-�S. PLACE IN 6-INCH LIFTS. COMPACT AREAS N ACCESSIBLE TO ROLLERS OR COMPACTORS WITH MECHANICAL HAND TAMPERS. AERATE MATERIAL EXCESSIVELY MOISTENED BY RAIN TO SATISFACTORY MOISTURE CONTENT. PROVIDE A SMOOTH FINISH SURFACE BY BLADING, ROLLING WITH A SMOOTH ROLLER, OR BOTH. 3.10.2 BACKFILL AND FILL MATERIAL PLACEMENT: PROVIDE FOR UNDER PAVEMENT, O G-INCH LIFTS. PLACE BACKFILL MATERIAL ADJACENT TO STRUCTURES AS THE STRUCTURALARE COMPLETED AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. PLA BACKFILL AND FILL MATERIALS TO _ OUTSIDE OF STRUCTURES. 3.10.5 BEDDING REQUIREMENTS: EXCEPT AS SPECIFIED OTHERWISE IN THE INDIVIDUAL PIPING SECTIONS, PROVIDE BEDDING FOR BURIED PIPING I ACCORDANCE WITH AWWA C600, TYPE 4, EXCEPT AS SPECIFIED HEREIN. PLASTIC PIPING SHALL HAVE BEDDING MATERIAL FROM BENEATH T PIPE INVERT TO THE SPRING LINE OF THE PIPE. PROVIDE A MINIMUM BEDDING DEPTH OF 4 INCHES BENEATH THE PIPE INVERT. WHERE ROC IS ENCOUNTERED, PROVIDE A MINIMUM BEDDING DEPTH OF 6 INCHES BENEATH THE PIPE INVERT. 3.11 COMPACTION: EXPRESSED AS A PERCENTAGE OF MAXIMUM DENSITY. DETERMINE IN -PLACE DENSITY OF THE EXISTING SUBGRADE; IF REQUIR DENSITY EXISTS, NO COMPACTION OF THE EXISTING SUBGRADE WILL BE REQUIRED. - GENERAL SITE: COMPACT UNDERNEATH AREAS DESIGNATED R VEGETATION AREAS 10-FOOT LINE OF STRUCT- TO OF ASTM D 698, 3.11.2 STRUCTURES AND CONCRETE SLABS: COMPACT TOP 12 INCHES OF SUBGRADE TO 98% OF ASTM D 698. COMPACT FILL, BACKFILL, AN 311.3 PIPE TRENCHES: 3.11.4 ADJACENT AREAS: COMPACT AREAS WITHIN 10 FEET OF STRUCTURES TO 98% OF ASTM D 698. 3.11.5 PAVED AREAS: _ A -I TOP 12 INCHES OF F ,- D :-_ TO 100%__ D 698. COMPACT FILL, BACKFILL, AND SELECT - _- -- MATERIALS Ar- T 100% OF ASTM D 698. IN ADDITION TO THE SPECIFIED COMPACTION REQUIREMENTS, FILL AND BACKFILL MATERIALS SHALL BE COMPACTED TO DEVELOP A CALIFORNIA BEARING RATIO 3.12 P, _, P , ■ -.., 1: it SHALL .A INSTALLED ..A ACCORDANCE __:- _- WITH _; --HE LATESTEDITION OF THE _- - - ROAD rOk _ AND BRIDGE SPECIFICATIONS, ---i -,_ SECTION - .'. "RIPR A A_._ BE PLACED UNDER 3.13 DISPOSITION OF SURPLUS MATERIAL: WASTE UNSUITABLE SOIL MATERIALS OFF THE OWNER'S PROPERTY AS DIRECTED BY THE OWNER AND WW ASSOCIATES IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 3.14 FIELD QUALITY CONTROL: THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING FIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THIS PROJECT. 3.14.2 TESTING: PERFORM ONE OF EACH OF THE REQUIRED TESTS FOR EACH MATERIAL USED. PROVIDE ADDITIONAL TESTS FOR EACH SOURC1 CHANGE AND AS REQUESTED BY WW ASSOCIATES. 14.2.1 FILL AND BACKFILL: TEST FILL AND BAy _ GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 423 FOR LIQUID LIMIT AND ASTM D 4 FOR PLASTIC LIMITS; ASTM 0 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.2 SELECT MATERIAL: TEST SELECT MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMIT ASTM D f FOR MATERIAL FINER NO. 200 _ R ASTM D 1557 FOR MOISTUREDENSITY RELATIONS, APPLICABLE. 3.14.2.3 DENSITY TESTS: TEST SOIL DENSITY IN ACCORDANCE ASTM D 2922 AND ASTM D 3017. TEST EACH LIFT AT RANDOMLY SELECT LOCATIONS EVERY 500 SQUARE FEET OF EXISTING GRADE IN FILLS FOR STRUCTURES AND CONCRETE SLABS, EVERY 500 SQUARE F OTHER FILL AREAS, EVERY 1,000 SQUARE __ OF SUBGRADE250 LINEAR FEET (MINIMUM ONE TEST PER PIPE1 ADDITIONALREQUESTED ASSOCIATES. ADDENDUM,ALL EARTHWORK AND SITE WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND IN ACCORDANCE WITH THE GEOTECHNICAL REPORT BY ECS, LLC. TITLED "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING _.. PLACE, CHARLOTTESVILLE, VIRGINIA, AND DATED MAY 8, 2009. THIS REPORT IS AN ADDENDUM AND REFERENCES THE FOLLOWING REPORTS. -. : :. E .- ENGINEERING R 2000. __CHNICAL ENGINEERING RETAIL DEVELOPMENT, - i HYDRAULIC ROAD, LE TRAIL AND SCHNABEL ENGINEERING SOUTH LLC, APRIL 22, 2004. GEOTECHNICAL ENGINEERING STUDY, ALBEMARLE PLACE TOWN CENTER PHASE 1, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, OCTOBER 26, 2006. GEOTECHNICAL ENGINEERING STUDY, ALBEMARLE PLACE POWER CENTER, SEMINOLE TRAIL AND HYDRAULIC ROAD, -- A _ - COUNTY, A SCHNABEL ENGINEERING SOUTH LLC, AND HYDRAULIC �.ti t .. i : , 'i , � � ,- - ", t < f iiff E SCAmlLE ENGINEERING owner: OP2 BERNSTEIN/CHRISTOPHER 2, LLC ' engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com WON 1.if..:. No. 3302(� 02/2!/202® AI; rx