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HomeMy WebLinkAboutSDP198700022 Plan - Other (not approved) 1988-03-22I f COUNTY OF ALBEMARLE PLIANNING COMMISSION I I 1 I I I I I I I I I PROPOSED FINISHED GRADE 3' MIN. COVER OVER Cf NTERL INE -!_ \ OF PIPE 520� __ IN - Exist. Group ----- 8 Son. Sewer _ _ - I 644 74 o O P � rnP�s .>. � 4 c co 859 P,O+ r 631 'r Al 0rFF� Nr e f F 1f �9� N .A vi `r•` 11 y0 \ � o i � t it i Aiddlq,$cth>o f m F r Lincoln COmslsry "All. n ri 1 7N /TEW000 qp . _ ., - n KF ESTC 743, IE W 65 ! o+�� \ �,IG0T day IJ r ► �' J E,y �'� CI Ct°NONR o s0 654 o*b}g P� HF d y�`L . " �• � u SMI- 11 i �, LEGEND E X I S TING PROPOSED GENERAL CONSTRUCTION NOTES I. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS AT THE ✓OB SITE AND REPORT ALL INCONSIS TANCIES TO THEENGINEER AND/OR ARCHITECT. 2. LANDSCAPE MATERIALS SHALL BE MAINTAINED INA HEALTHY CONDITION MATERIALS THAT DIE SHALL BE REPLACED. J. SEEDING SPECS. SHALL BE OUTLINED AS IN THE SOIL EROSION AND SEDIMENTATION CONTROL REPORT. 4. ALL DISTURBED AREAS WILL BE SEEDED TO SPECS. OR OTHERWISE STABILIZED IN ACCORDANCE WITH THE REOUIREME•NTS OF THE ALBEMARLE COUNTY SOIL EROSION AND SEDIMENTATION CONTROL ORDINANCE. NO AREA DISTURBED BY THIS CONSTRUCTION SHALL BE LEFT 4INSTA81LIZED FOR A TIME PERIOD GREATER THAN 60 DAYS. 5. A 30'x50' GRAVEL PAD SHALL BE' MAINTAINED AT THE ENTRANCE -TO THESITE DURING THE CONSTRUCTION PERIOD TO CLEAN MUD AND DEBRIS FROM THE TIRES OF DEPARTING VEHICLES. 6. PAVEMENT SPECS,, BASE TO 84-466R. MAT'L. SIZE 21 OR 21A COMPACTED TO A DEPTH OF 6" ` WITH l //2" 34 OR S,5 OR PRIME AND DOUBLE SEAL. 7. ALL EXTERIOR LIGHTING SHALL BE DIRECTED SO AS NOT TO DISTURB AD✓ACENT SITE'S AND S TREE T S. 8. ALL ROOF DRAINS FROM FRONT OF UNITS TO DISCHARGE INTO PARKING LOT. 9. ALL TREES SHOWN IN, THE 30' BUFFER AREA AND TREES DESIGNATED AS DOGWOOD AND WILLOW OAK ALONG MINOR RIDGE COURT ARE EXISTING AND ARENOT TOBED/STURBED. 520 ri y r r c ra - G V SCHEDULE OF LANDSCAPE MATERIALS Vert. KEY COMMON NAME SIZE QUANTITY BOTANICAL NAME Ex i sI. I 01 BROAD -LEAFED EVERGREEN 12"-18"height 15 PHOTIRIA FRASERI -- Grade -- - Proposed d �- 02 BRADFORDF//7 he Gra PEAR I"cal. 3 PYRUS CALLERYANA --"- AZALEA gh ON 0 3 AMERICgNVARSOVITAE 12'-118hhtelgtht 64 R HODADOCD OCCIDENTALIS VARIETIES B�Ilorcel IO'IP s Ponxr. 0M�36/W 520 (� 4 WHITE PINE 4'-5' hei ht 6 PINUS STR08US Poa1 0611 P143 /`S \ R.L. PHILLIPS 9 1 5-14^ , Z �` \ D. B. 730 - 454 R " SUBSTITUTIONS MAY BE MADE ONLY FROM THE LIST OF RECOMMENDED Q'oe d: \51% Zoned: C O 36 R.CP /09 '9a O. IO SPECIES AS PER ALBEMARLE COUNTY ZONING ORDINANCE. 1 �� -�� \ \\ \ \ \�� 510 Wo0t Ig rbed 3 vas I Io' pt5tu I a 9 ,two �\w o - _ �\ \ \�'� : \\�� 0 tO Ot20 Of40 07'60 O,f80 pI K once o ga _ �pK to' - \ Pshxo6114P544 001 T ,r 11V:' ���g.W•�� "S s, K \� Iine � \ �\ ��\�\\\�� \ D/ 3.4 .Pry 5 54 'oaK -,- w• °A• Tte�' \ "� �\ \ \'� \ Sia. Oto CONTOUR - - - 525- - - - 525 p•6 n e d xiSUn9 3 ° 3 i e of o '' _�� e ;s►• �\ \ „ Top 525.68 j Z o e E $ 3 / i i t 5 • e" W � - OPK _ E % + .� � \ \ S \ \ �. `. '� "� h DRAINAGE - Prm 1�9 .w• . �_ -�10 \, \\ \ .�\ \ \ /n v. 5/6.47 SAN. SEiWER each 2 L10 C16ar ►isw'pPK/� 0011 10' Sha,In 1 �� WATER LINE PIs �1 Par Tr ® / _ �� / / \ 5 \' ~\\`. �� '. �: e MH B %� T V - \ \ 20 \ .96, \ \ _ \ \ \ 0s NI 6187"IT52 PII x i •''� Pedestal------------ D'B6 d r WyU� /cKpPY ! 20'Son. Z U \ i -0PK 20.E i U. Ht/ ! 1 •- \ �� a;r' � • .-- � s� i..: -______• �: r 525' \ : \ I.?• Se wer '� � � '\ \ \ � ,,, \ ` ` \ 1\ 0 -- ` I \ \ i ( \ MHA fK / _ g�FC ER _- '� � , ^ � /- � � � --• . _ - �}� � II \ �� �\ �_ 3� ,� ✓ J i j��r, / J� 'I / 'i '� - / I \ ��( \ I� �� - \ �` �\ \ i ;\ Exist.MH WATER & SEWER GENERAL FLAN DOTES -�- _ _ _ I I \ \ v \\ 22.' ! 22'(ty .) 22"(tip,) \ I \Y \ \ Co \ \ , I ti �` \ 525. 2 oto r 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNT - _ _ Y SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE _ _ d 14 0 8 S� I ( a 2 S to r y\ RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY _ - - _ - _ i � �YP.) a i, r, t, - / ` w ►�08S.F,(t�tP) \ \22 (ryp') \ \ I \ \ I I I I `��� \ / OFFICIALS AT THE START OF WORK. - - �- \� 8 a \ \/ 2. THE LOCATION OF EMSTING U T UTIES ACROSS OR ALONG THE � ' m � \ � MFF � F. F''-=� N _ � 1 ` � M \\5 � \ � 2 2 � \ � LINE OF THE PROPOSED WORK ARF MOT NECESSARILY SHOWN ON = 52TQ0 5 2 7.00 F F - 52 .33 Ft = 526.33 ` ` \ \ N \ \\ \ \ THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. - - _ ,(,� � ^ \ THE CONTRACTOR {3i S ` L O H WN TIATI`;T LOCATE \ / F F ° 5 8 6 33 \ \ a 2 S to r \ \ \ O HAL N IS 4 INI E .� E ALL \ i ` y UNDERGROUND LINES AND STRUCTURES AS NECESSARY: -�'w 3 \ t 22\ tYP•) \ F�\ 525.66 \ \ \ w t�408S.F. \ \ I 1 QI \ 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL O`` OQQ Q C�:;:;. QQQ .; • DQ ©Q \ F\F = 525.66. 2 � i� \ I^ 3 WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED 00 00 °: \ : Op 2 2 '�, \ ro BY THE ALBEMARLE COUNTY SERVICE `AUTHORTTX ON JANUARY 209 4 �.; :;; i Q: O) \ `F F. ° 525.0p 1983, AS AMENDED DECEMBER 20 1984. __ - �„ T y- Q`,Q„_..'o 22r 22 \ , r 00 \ \ r7 2 2' 2 2 F 2\ 4. THE CONTRACTOR SHALL BE RESPON ISLE FOR NOTIFYIN Blow oft • :..: •.•.,. ::,::' : X00: 2 - `f\33' i l �• S . _ _ G MISS .., . :k : , . (t 1 \\ �• OO Z\ YP.) F 5 \ \\ \ I UTILITY"(1400-552-7001). �`�.. 22 5. ALL WATER AND SEWER LINES SHALL HAVE A THREE FOOT`' r O O 3 MINIMUM COVER OVER THE CENTERLINE OF THE PIPE. N 4; W L• \1 .;.... 22 \ 6. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS ANA CONDITIONS � - I , � o` W. L . E q s' e � 2' i ' w `. AT THE JOB SITE AND REPORT ALL INCONSISTANGIES TO THE o \ - \ 1 :I g' o h 1� \ ENGINEER AND/Oil SURVEYOR. \ ` 40, T. ALL ELEVATIONS ARE BASED ON U,S.C" & G.S. DATUM. 2 • - I R 900 Tax Mop 61W2 Parcel 02-1 A41nar Towphouses SITE TOTAL $ LAND USE DATA Zoned:R-6 I fDt-3A �`` \ 5�4 \ \ \ 1 I 1 IL /Top 525.68/nv. 516. 47 / \ TOTALS THIS SITE CG -2 5R TOTAL SITE AREA .� I. 139 ACRE /0�_ G�9, co) Q / w1JJu / _ / - @ 0 / I \ I r \ I \ / TOTAL N U M Q E•R OF LOTS +� 9 d `'• i� 3, o9 w' ' 36 R a- / % l T �! 3q; I I ' I , __ a `, , j*r3s o9woo - / _ 'V TOTAL AREA /N LOTS (.0.4019 ACRE ( _ 56 6 \� g• po I A VERA GE L O T SIZE - /945 Sq. FI,, SITE BENCHMARK 72 / R=240.00 2 <_ q• WQtow Q r l �+ 1 15 3•' _ �4• I \, / Top of Iron oa RC TOTAL COMMQN AREA 0. 6L2/ ACRE Elev. 529.64 Trees to ROM410I / r G'90 1 /�' TOTAL PARKING REQUIRED . l8 2spgces/ unit �/Exlsf. \I \ \ 3 / _� �N11-00 � -�ow� 3• /� ! TOTAL PARKING PROVIDED 18X/s� intron \@ rrea t o ' I/ `kCP TOTALS OF COM4INED PHASES I 283 \ \ c� S Rem% 2590.24 _, ._. _....._ _ . . _ . _._ ...... -.,_ . .......... , _..., .... �... ..._ �' � � ______ __._-\ ----1_______....___-• _ \0:51 TOTAL SITE AREA 24. 7Q B2 ACRES / I ti T 0 T� L N U M 8 ER O F L 0 T SI 13 / "o" MINOR RID.G / ;E- A' UMBjE.R LOTS 'PER ACRE: � 5.3 .� •• / TOTAL AREA IN LOTS - ;6,0.45.4 ACRES /i L__ j A VERA GE L 0 T SIZE . 2010 Sq., Fl. Lor f REA cOM.PRISEs 2.4% OF TQ'TAL SITE AREA TOTAL COMUON AREA l8. 6629 AgRES � �~ �\ � Z- RECREA TION REQUIREMENTS Phase One & Phase Two Tax Map 6/ W2 Parcel 02- / 8X6 `'`• Tolol, No. Units 122 x 50SF = 6I QOSF Minor Townhouses Sleeve�TOpoi� \ �q r Phase Three CL Exist. Fire Hydrant D•B. 724 - 92 `atye oX Baca//on Tolal' No. Un/1s 9 x 2005F = 180OSF Fire Flow /500gpm at 20psi residual Total; Rec,reallan Area Required7900SF Recreation Areq Provided 4 S'Itown For Phasq One 2/,200SF Phase One Phase Two Phase Three TOTAL SITE AREA 14.56.4 Acq. 9./303 Acs. 1,0139 Acs. I5"RCP 25'B 0.24 /t 0 / t20 D/ 3 A Sia. /t0 9 TUp 523.36 Inv. 516.36 See Detoi I Below /t 40 Exist D/ 38 Sto. It 34 Tap 520.46 Inv. 516.30 Olt in Place V4 Thick 'tee/ Plate 4"Orflce Bolt in Place Bolt in Place 4 " Th i c /r 0 Steel Plate RCP \ I ( II \ j 0 11 Boll in Place I-► D E T A I L S H 0 W I N G OUTLET STRUCTURE ntS P+r LAN SCALE - l 20' contour interval = V 530 520 510 J Q W a. a w > o r r t- F•• z D 0 0 = U D J Q aw m U W> M m J W a to J Q U U_ LL 0 UJ W 1•- a w 0 0 z z 0 N F- 11. L0 0 cD z w w z co z w EL U.] 0 z z z a J a. 11 m_ 11111 510 St a. O t o MH A 5 / 0 Top 524 5t0. 1t 60 6190,/ iron, S Inv. 519.0 Top 519.0sows,� \ E,ti t. MH Outlet 518.9 Alm Inv. 5/4.0 �'`�'r 3 1n/et 5/4.1 �s `�6 Inv. 50051 500 Outlet 513.9' Inlet 5006/ 500 I Oto i 0t 20 I I I Ot40 Ot60 0x80 I I I i I I I /1-0 /r20 /t 40 /t60 /t80 2!ko 2t 20 2t 40 53 3' MIN. COVER OVER CENTERLINE OF PIPE - � ----- - _ ---- PROPOSED FINISHED GRADE Gp---l,---• Ground Q ------- 1----"'-"----`--------..----------"-- EXist' 0,r\ 1~� 36 RCP 4„ Water Line Q o Q1 J fy 5/0 0 6" m/n. separallon k Cf c OD N X Q) 0' " n n n r- If i r n i+ A i f- \ ' a) [ I ri y r r c ra - G V SCHEDULE OF LANDSCAPE MATERIALS Vert. KEY COMMON NAME SIZE QUANTITY BOTANICAL NAME Ex i sI. I 01 BROAD -LEAFED EVERGREEN 12"-18"height 15 PHOTIRIA FRASERI -- Grade -- - Proposed d �- 02 BRADFORDF//7 he Gra PEAR I"cal. 3 PYRUS CALLERYANA --"- AZALEA gh ON 0 3 AMERICgNVARSOVITAE 12'-118hhtelgtht 64 R HODADOCD OCCIDENTALIS VARIETIES B�Ilorcel IO'IP s Ponxr. 0M�36/W 520 (� 4 WHITE PINE 4'-5' hei ht 6 PINUS STR08US Poa1 0611 P143 /`S \ R.L. PHILLIPS 9 1 5-14^ , Z �` \ D. B. 730 - 454 R " SUBSTITUTIONS MAY BE MADE ONLY FROM THE LIST OF RECOMMENDED Q'oe d: \51% Zoned: C O 36 R.CP /09 '9a O. IO SPECIES AS PER ALBEMARLE COUNTY ZONING ORDINANCE. 1 �� -�� \ \\ \ \ \�� 510 Wo0t Ig rbed 3 vas I Io' pt5tu I a 9 ,two �\w o - _ �\ \ \�'� : \\�� 0 tO Ot20 Of40 07'60 O,f80 pI K once o ga _ �pK to' - \ Pshxo6114P544 001 T ,r 11V:' ���g.W•�� "S s, K \� Iine � \ �\ ��\�\\\�� \ D/ 3.4 .Pry 5 54 'oaK -,- w• °A• Tte�' \ "� �\ \ \'� \ Sia. Oto CONTOUR - - - 525- - - - 525 p•6 n e d xiSUn9 3 ° 3 i e of o '' _�� e ;s►• �\ \ „ Top 525.68 j Z o e E $ 3 / i i t 5 • e" W � - OPK _ E % + .� � \ \ S \ \ �. `. '� "� h DRAINAGE - Prm 1�9 .w• . �_ -�10 \, \\ \ .�\ \ \ /n v. 5/6.47 SAN. SEiWER each 2 L10 C16ar ►isw'pPK/� 0011 10' Sha,In 1 �� WATER LINE PIs �1 Par Tr ® / _ �� / / \ 5 \' ~\\`. �� '. �: e MH B %� T V - \ \ 20 \ .96, \ \ _ \ \ \ 0s NI 6187"IT52 PII x i •''� Pedestal------------ D'B6 d r WyU� /cKpPY ! 20'Son. Z U \ i -0PK 20.E i U. Ht/ ! 1 •- \ �� a;r' � • .-- � s� i..: -______• �: r 525' \ : \ I.?• Se wer '� � � '\ \ \ � ,,, \ ` ` \ 1\ 0 -- ` I \ \ i ( \ MHA fK / _ g�FC ER _- '� � , ^ � /- � � � --• . _ - �}� � II \ �� �\ �_ 3� ,� ✓ J i j��r, / J� 'I / 'i '� - / I \ ��( \ I� �� - \ �` �\ \ i ;\ Exist.MH WATER & SEWER GENERAL FLAN DOTES -�- _ _ _ I I \ \ v \\ 22.' ! 22'(ty .) 22"(tip,) \ I \Y \ \ Co \ \ , I ti �` \ 525. 2 oto r 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNT - _ _ Y SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE _ _ d 14 0 8 S� I ( a 2 S to r y\ RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY _ - - _ - _ i � �YP.) a i, r, t, - / ` w ►�08S.F,(t�tP) \ \22 (ryp') \ \ I \ \ I I I I `��� \ / OFFICIALS AT THE START OF WORK. - - �- \� 8 a \ \/ 2. THE LOCATION OF EMSTING U T UTIES ACROSS OR ALONG THE � ' m � \ � MFF � F. F''-=� N _ � 1 ` � M \\5 � \ � 2 2 � \ � LINE OF THE PROPOSED WORK ARF MOT NECESSARILY SHOWN ON = 52TQ0 5 2 7.00 F F - 52 .33 Ft = 526.33 ` ` \ \ N \ \\ \ \ THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. - - _ ,(,� � ^ \ THE CONTRACTOR {3i S ` L O H WN TIATI`;T LOCATE \ / F F ° 5 8 6 33 \ \ a 2 S to r \ \ \ O HAL N IS 4 INI E .� E ALL \ i ` y UNDERGROUND LINES AND STRUCTURES AS NECESSARY: -�'w 3 \ t 22\ tYP•) \ F�\ 525.66 \ \ \ w t�408S.F. \ \ I 1 QI \ 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL O`` OQQ Q C�:;:;. QQQ .; • DQ ©Q \ F\F = 525.66. 2 � i� \ I^ 3 WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED 00 00 °: \ : Op 2 2 '�, \ ro BY THE ALBEMARLE COUNTY SERVICE `AUTHORTTX ON JANUARY 209 4 �.; :;; i Q: O) \ `F F. ° 525.0p 1983, AS AMENDED DECEMBER 20 1984. __ - �„ T y- Q`,Q„_..'o 22r 22 \ , r 00 \ \ r7 2 2' 2 2 F 2\ 4. THE CONTRACTOR SHALL BE RESPON ISLE FOR NOTIFYIN Blow oft • :..: •.•.,. ::,::' : X00: 2 - `f\33' i l �• S . _ _ G MISS .., . :k : , . (t 1 \\ �• OO Z\ YP.) F 5 \ \\ \ I UTILITY"(1400-552-7001). �`�.. 22 5. ALL WATER AND SEWER LINES SHALL HAVE A THREE FOOT`' r O O 3 MINIMUM COVER OVER THE CENTERLINE OF THE PIPE. N 4; W L• \1 .;.... 22 \ 6. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS ANA CONDITIONS � - I , � o` W. L . E q s' e � 2' i ' w `. AT THE JOB SITE AND REPORT ALL INCONSISTANGIES TO THE o \ - \ 1 :I g' o h 1� \ ENGINEER AND/Oil SURVEYOR. \ ` 40, T. ALL ELEVATIONS ARE BASED ON U,S.C" & G.S. DATUM. 2 • - I R 900 Tax Mop 61W2 Parcel 02-1 A41nar Towphouses SITE TOTAL $ LAND USE DATA Zoned:R-6 I fDt-3A �`` \ 5�4 \ \ \ 1 I 1 IL /Top 525.68/nv. 516. 47 / \ TOTALS THIS SITE CG -2 5R TOTAL SITE AREA .� I. 139 ACRE /0�_ G�9, co) Q / w1JJu / _ / - @ 0 / I \ I r \ I \ / TOTAL N U M Q E•R OF LOTS +� 9 d `'• i� 3, o9 w' ' 36 R a- / % l T �! 3q; I I ' I , __ a `, , j*r3s o9woo - / _ 'V TOTAL AREA /N LOTS (.0.4019 ACRE ( _ 56 6 \� g• po I A VERA GE L O T SIZE - /945 Sq. FI,, SITE BENCHMARK 72 / R=240.00 2 <_ q• WQtow Q r l �+ 1 15 3•' _ �4• I \, / Top of Iron oa RC TOTAL COMMQN AREA 0. 6L2/ ACRE Elev. 529.64 Trees to ROM410I / r G'90 1 /�' TOTAL PARKING REQUIRED . l8 2spgces/ unit �/Exlsf. \I \ \ 3 / _� �N11-00 � -�ow� 3• /� ! TOTAL PARKING PROVIDED 18X/s� intron \@ rrea t o ' I/ `kCP TOTALS OF COM4INED PHASES I 283 \ \ c� S Rem% 2590.24 _, ._. _....._ _ . . _ . _._ ...... -.,_ . .......... , _..., .... �... ..._ �' � � ______ __._-\ ----1_______....___-• _ \0:51 TOTAL SITE AREA 24. 7Q B2 ACRES / I ti T 0 T� L N U M 8 ER O F L 0 T SI 13 / "o" MINOR RID.G / ;E- A' UMBjE.R LOTS 'PER ACRE: � 5.3 .� •• / TOTAL AREA IN LOTS - ;6,0.45.4 ACRES /i L__ j A VERA GE L 0 T SIZE . 2010 Sq., Fl. Lor f REA cOM.PRISEs 2.4% OF TQ'TAL SITE AREA TOTAL COMUON AREA l8. 6629 AgRES � �~ �\ � Z- RECREA TION REQUIREMENTS Phase One & Phase Two Tax Map 6/ W2 Parcel 02- / 8X6 `'`• Tolol, No. Units 122 x 50SF = 6I QOSF Minor Townhouses Sleeve�TOpoi� \ �q r Phase Three CL Exist. Fire Hydrant D•B. 724 - 92 `atye oX Baca//on Tolal' No. Un/1s 9 x 2005F = 180OSF Fire Flow /500gpm at 20psi residual Total; Rec,reallan Area Required7900SF Recreation Areq Provided 4 S'Itown For Phasq One 2/,200SF Phase One Phase Two Phase Three TOTAL SITE AREA 14.56.4 Acq. 9./303 Acs. 1,0139 Acs. I5"RCP 25'B 0.24 /t 0 / t20 D/ 3 A Sia. /t0 9 TUp 523.36 Inv. 516.36 See Detoi I Below /t 40 Exist D/ 38 Sto. It 34 Tap 520.46 Inv. 516.30 Olt in Place V4 Thick 'tee/ Plate 4"Orflce Bolt in Place Bolt in Place 4 " Th i c /r 0 Steel Plate RCP \ I ( II \ j 0 11 Boll in Place I-► D E T A I L S H 0 W I N G OUTLET STRUCTURE ntS P+r LAN SCALE - l 20' contour interval = V 530 520 510 J Q W a. a w > o r r t- F•• z D 0 0 = U D J Q aw m U W> M m J W a to J Q U U_ LL 0 UJ W 1•- a w 0 0 z z 0 N F- 11. L0 0 cD z w w z co z w EL U.] 0 z z z a J a. 11 m_ 11111 S �\lk Alm