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Home My WebLink AboutSWA000167_Plansheet C-2.0-2.2 - Proposed Conditions_Site Plan_20221011DocuSign Envelope ID: B6602EE4-92AC-475C-A50C-00356589D38A 3 LEGEND SITE DATA 20' REAR 12' REAR SETBACK SETBACK I I I I HOUSE FOOTPRINT VARIES 12' FRONT SETBACK 1 A 20'x 105' REAR LOADED TOWNHOME LOTS NTS PRODUCT A DATA HOUSE FOOTPRINT VARIES 20' FRONT SETBACK ZA 20'x 100' FRONT LOADED TOWNHOME LOTS NTS 1 ST FLOOR MAX. AREA 790 SF 2ND FLOOR MAX. AREA 942 SF UNHEATED FLOOR MAX. AREA 272 SF PROPOSED # STORIES 2 MEAN ROOF HEIGHT 18' - 7 2 " PROPERTY LINE EXISTING RIGHT-OF-WAY EXISTING ROAD CENTERLINE ADJACENT PROPERTY LINE PROPOSED RIGHT-OF-WAY PROPOSED CENTERLINE PROPOSED EOP - - - - - - BUILDING SETBACK - - PROPOSED LOT LINE PERIMETER BUFFER DRAINAGE EASEMENT SANITARY SEWER EASEMENT • • • • • • • ZONE AE 100 YR FLOODPLAIN SIDEWALK EXISTING WETLANDS NEUSE RIPARIAN BUFFER OPEN SPACE CIVIC SPACE ® CURB RAMP i STOP SIGN DEVELOPER: EASTWOOD HOMES GREG DAVIDSON 6601 SIX FORKS ROAD SUITE 100 RALEIGH, NC 27615 PHONE: 919-630-3312 ENGINEER: TIMMONS GROUP MIKE ZACCARDO, PE 5410 TRINITY ROAD, STE. 102 RALEIGH, NC 27607 PHONE: 919-866-4509 OWNER OF RECORD: MOSSWOOD PARTNERS LLC 2475 WENDELL BLVD WENDELL, NC 27591 BYPASS EAST LLC 2475 WENDELL BLVD WENDELL, NC 27591 TOTAL DEVELOPED ACREAGE = 29.26 acres EXISTING LAND USE = VACANT ZONING = MU-1 PROPOSED NUMBER OF LOTS = 120 PROPOSED DENSITY = 4.10 du/a TOTAL LENGTH OF ROADS = 2,848 LF TOTAL LENGTH OF ALLEYS = 3,951 LF 7.5% OPEN SPACE REQUIRED = 2.19 acres OPEN SPACE PROVIDED = 17.6 acres (60.3%) PIN #s = 1842-89-9114 & 1842-88-6420 DB = 1802, PG = 928; PB = 2001, PG = 179 DB = 2213, PG = 943 FIRM MAP# = 3720184200L EFFECTIVE DATE 4/16/2013 TOWNHOME LOT DATA PROPOSED NUMBER OF LOTS MAXIMUM ALLOWED DENSITY MINIMUM REQUIRED LOT WIDTH MINIMUM LOT WIDTH PROVIDED MINIMUM LOT SIZE PROVIDED AVERAGE LOT SIZE PROVIDED FRONT LOAD SETBACKS FRONT: 20' REAR: 12' SIDE: 0' MINIMUM BUILDING SEPARATION: 12' 120 17 DUA 16 FEET 20 FEET 1,998 SF 2,295 SF REAR LOAD SETBACKS FRONT: 12' REAR: 20' SIDE: 0' MINIMUM BUILDING SEPARATION: 12' -- -- -- -- STREET TABLE ALLEY TABLE 20' REAR 12' REAR SETBACK 1 SETBACK NAME TYPE LENGTH NAME LENGTH WEATHERS STREET LOCAL 222 LF ANGELFISH LANE 222 LF I I I I ANGLER STREET LOCAL 1,651 LF AMBERJACK LANE 1,651 LF BLUEFISH CIRCLE LOCAL 975 LF ROCK BASS LANE 975 LF TOTAL 2,848 LF PICKEREL LANE 709 LF HERRING LANE 394 LF HOUSE FOOTPRINT VARIES 12' FRONT SETBACK 1 B 22'x 105REAR LOADED TOWNHOME LOTS NTS PRODUCT B DATA HOUSE FOOTPRINT VARIES 20' FRONT SETBACK 26 22'x 100' FRONT LOADED TOWNHOME LOTS NTS 1 ST FLOOR MAX. AREA 830 SF 2ND FLOOR MAX. AREA 987 SF UNHEATED FLOOR MAX. AREA 250 SF PROPOSED # STORIES 2 MEAN ROOF HEIGHT 24'- 7" 20' REAR 12' REAR SETBACK SETBACK I I I HOUSE FOOTPRINT VARIES 12' FRONT SETBACK 1 C 24'x 105REAR LOADED TOWNHOME LOTS NTS PRODUCT C DATA 20' FRONT SETBACK TOTAL 3,951 LF OPEN SPACE TABLE SITE LAYOUT NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF YOUNGSVILLE, FRANKLIN COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 2. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVING, BUILDING WALL FACE OR PROPERTY LINE UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, UTILITIES AND GRADES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY EXISTING DISCREPANCIES PRIOR TO COMMENCING ANY RELATED CONSTRUCTION. 4. AT LEAST 3-12 BUSINESS DAYS PRIOR TO CONSTRUCTION OR EXCAVATION THE CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (811) OR (1-800-632-4949) TO HAVE EXISTING UTILITIES LOCATED. 5. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF THE BUILDING. 6. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DIMENSIONAL CONFLICTS PRIOR TO THE BEGINNING OF CONSTRUCTION. 7. ALL CURB AND GUTTER ONSITE SHALL BE 24" WIDE. ALL CURB AND GUTTER IN THE PUBLIC RIGHT OF WAY SHALL BE 30" WIDE. 8. TRANSITION FROM 30" TO 24" CURB AND GUTTER IS TO OCCUR ON -SITE. THIS TRANSITION SHALL BE 10' LONG IMMEDIATELY ADJACENT TO PUBLIC RIGHT OF WAY OR AS DIRECTED IN THE PLAN. 9. ALL DISTURBED CURB & GUTTER AND ASPHALT SHALL BE REPLACED PER TOWN OF YOUNGSVILLE, FRANKLIN COUNTY OR NCDOT STANDARDS AND -- SPECIFICATIONS. 10. ALL DRIVEWAY DESIGN AND CONSTRUCTION MUST COMPLY WITH TOWN OF YOUNGSVILLE. DRIVEWAYS SHALL BE PERMITTED SEPARATELY. 11. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, FENCE, FOLIAGE, BERMING, PARKED VEHICLES OR SIGN BETWEEN THE HEIGHTS OF TWENTY-FOUR (24) INCHES AND EIGHT (8) FEET ABOVE THE CURB LINE ELEVATION, OR THE NEAREST TRAVELED WAY IF NO CURBING EXISTS, SHALL BE I PLACED WITHIN A SIGHT TRIANGLE OF A PUBLIC STREET, PRIVATE STREET OR DRIVEWAY CONTAINED EITHER ON THE PROPERTY OR ON AN ADJOINING PROPERTY. HOUSE FOOTPRINT VARIES 2C 24'x 100' FRONT LOADED TOWNHOME LOTS NTS 1 ST FLOOR MAX. AREA 914 SF 2ND FLOOR MAX. AREA 1,043 SF UNHEATED FLOOR MAX. AREA 364 SF PROPOSED # STORIES 2 MEAN ROOF HEIGHT 24'- 91 " OPEN SPACE 1 430,855 SF 9.89 AC OPEN SPACE 2 281,437 SF 6.46 AC OPEN SPACE 3 1,467 SF 0.03 AC OPEN SPACE 4 2,000 SF 0.05 AC OPEN SPACE 5 2,000 SF 0.05 AC OPEN SPACE 6 1,456 SF 0.03 AC OPEN SPACE 7 1,835 SF 0.04 AC OPEN SPACE 8 2,000 SF 0.05 AC OPEN SPACE 9 2,000 SF 0.05 AC OPEN SPACE 10 1,457 SF 0.03 AC OPEN SPACE 11 1,457 SF 0.03 AC OPEN SPACE 12 2,000 SF 0.05 AC OPEN SPACE 13 2,000 SF 0.05 AC OPEN SPACE 14 1,457 SF 0.03 AC OPEN SPACE 15 2,291 SF 0.05 AC OPEN SPACE 16 2,000 SF 0.05 AC OPEN SPACE 17 2,000 SF 0.05 AC OPEN SPACE 18 4,766 SF 0.11 AC OPEN SPACE 19 9,426 SF 0.22 AC OPEN SPACE 20 2,469 SF 0.06 AC OPEN SPACE 21 2,100 SF 0.05 AC OPEN SPACE 22 2,412 SF 0.06 AC OPEN SPACE 23 2,550 SF 0.06 AC OPEN SPACE 24 2,100 SF 0.05 AC OPEN SPACE 251 2.469 SF 0.06 AC TOTAL 768,007 SF 17.63 AC RETAINING WALL NOTES: 1. ALL RETAINING WALLS TO BE DESIGNED, PERMITTED, & RAILING REQUIREMENT ASSESSMENT BY OTHERS. ASSOCIATED DRAINAGE TO BE DESIGNED BY OTHERS. 2. CONTRACTOR TO PROVIDE SHOP DRAWINGS TO ENGINEER OF RECORD FOR COORDINATION PURPOSES, WITH FIELD CONDITIONS, UNSEEN CONFLICTS AND ASSOCIATE DRAINAGE, AS NEEDED. 3. CONTRACTOR SHALL COORDINATE DESIGN AND SUBMIT SEALED PLAN(S) FOR REVIEW AND APPROVAL FROM TOWN. 4. ALL RETAINING WALLS WILL REQUIRE A BUILDING PERMIT FROM THE JURISDICTIONS INSPECTIONS DEPT. 5. TOP OF WALL SPOT GRADES PROVIDE 6" ELEVATION DIFFERENCE ABOVE GRADE SHOWN. IMPERVIOUS DATA IMPERVIOUS WITHIN LOTS (1,700 SF PER 120 LOTS) 204,000 SF MAIL KIOSK IMPERVIOUS AREA 5,000 SF ROADWAY IMPERVIOUS AREA 168,600 SF AMENITIES 11,000 SF TOTAL SITE IMPERVIOUS AREA 388,600 SF 8.92 AC (30.5%) USPS NOTE CLUSTER MAILBOXES TO BE LOCATED PERMANENTLY AT OPEN SPACE 1. PROPOSED KIOSK LOCATION TO BE APPROVED BY USPS. IF ADDITIONAL TEMPORARY LOCATIONS ARE REQUIRED, APPROVAL OF LOCATIONS SHALL BE RECEIVED FROM USPS. AN ENLARGED DETAIL OF THE MAILBOX KIOSK AREA AND ASSOCIATED PARKING IMPROVEMENTS SHALL BE REQUIRED ON THE SUBDIVISION CONSTRUCTION DRAWINGS AND SHALL COMPLY WITH ALL THE STANDARDS REQUIRED BY YOUNGSVILLE DEVELOPMENT ORDINANCE AND ADA STANDARDS. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF YOUNGSVILLE, FRANKLIN COUNTY, NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS �N CA RO�i.,.0 rn NI60p�, ti9 ., , v� rYw OD42AD&EA{B46B... 022321 O O. FNGINE�� Qom •: It fill 8/19/2022 E 0 U r, 0 0 � o r, E N E w U = z Q Z 0 Lu ro Lu � H - 1 d L N � cm M m 2 - co a� z Lu m J X Of O G a U- 0 0 C�f -1 U') � L () r L � �00 o °o o; Ln rn J w F- w Q 0 DATE 0811912022 DRAWN BY 331 DESIGNED BY 331 CHECKED BY M. ZACCARDO SCALE CL 0 N Q � z J J H U Lu a Ur u w O F-0 z Q F- w J ° (3 u z Q LLJ z noun '-' u w J z F___ Q zJo z w z z J 0 Q J Q O Q _ J U ra _ ( w z F____ 0 O o (� z JOB NO. 47829 SHEET NO. C2.01 z O F_ U D H z O U O U- Lu v7 ZD H O z O 0 Ln z_ Q 0 Ln w C7 O a 0 Z) U) U a) > 0 0 w i6 a) 0 Q a `o a) 0 0 0 U) Q 0 0 U � �O �2 2U) z a)O -� 0� �o ON o_ o Z N O 2Q 2i x o y 0 � o Qw o .3 0-0) a) c U @ U U)x c a) 0 a) U :E- i a) n 6 0 O U U O O o E a 7 O U @ O - -0 � Q U O C _o � U MN U� N o O U m O aw L DocuSign Envelope ID: B6602EE4-92AC-475C-A50C-00356589D38A 3 \ \ \ \ \ 0 0 o ° 0 0 0 0 O \ o \ 0 0 0 ° 0 0 O O O O 0 O O 0 O O c ° o o ° ° O O Q O r EXISTING CREEK 0 0 \ \ \ (RICHLAND CREEK) Q ° ° \ \ w EXISTING WETLANDS SCM 1 �+ (WET POND) RETAINING WALL #1 1 (DESIGNED BY OTHERS) I OPEN SPACE 1 X 430,855 SF 9.89 AC PICKEREL LANE ------�bFzbW-16,B_B- ------ 371.57'_N14°42'23"E --- '� �\.�QONO I/ I I I r SITE BOUNDARY 6 3 4' BLACK VINYL FENCE 20 PUBLIC UTILITY EASEMENT \\, 20' PUBLIC SCM AND \ ACCESS EASEMENT k 4 22' 29 2V 4�' 44' 20'L?,4 44' a 2�' a 44 o I 44 o 20' 442Q e e e e o OS5 OS4 17 16 15 14 13 12 11 10 9 g 7 6 I 5 4 3 2 11 OS6 2,352 SF 2,200 SF 2'000 SF 2,000 SF 2,200 SF 2,400 SF 2,000 SF 2,400 SF 2,200 SF 2,000 SF 2,200 SF 2,400 SF 2,000 SF 2,400 SF I 2,200 SF 2,000 SF 2'000 SF 2,200 SF 2,354 SF / U O O O O p O / O O 0 O / Q O O O O O 0 0 o / Q O Op, A O 0 OS3 o 11 1467 SF LLI I � 24" VALLEY CURB & GUTTER (TYP) I � \ I RELOCATED EXISTING RIP RAP � \ v \ \ O �99 20' PUBLIC UTILITY EASEMENT / / \ \ \ \ \ NCDOT ENDWALL L1 STND. 838.40 \ CONTRACTOR TO VERIFY CENTERLINE OF EXISTING STREAM. CONTACT ENGINEER IF DISCREPANCY ARISES PRIOR TO HEAD WALL / / \ PLACEMENT - RETAINING WALL #4 \ \ WITH NCDOT ENDWALL STND. 838.01 \ (DESIGNED BY OTHERS) xa PROPOSED LIGHT 5' CONCRETE POLE (TYP) SIDEWALK (TYP) / 1 / MAIL KIOSK ZONE AE 100 YR FLOODPLAIN 91 I -- o z R`=10 Iz '° I b o _ANGLER STREET ____ L=88.26' ---- ------- --I------_ 41 °I I� 20' 24' 22' 20' 22' 24' 24' 22' 20' 22' 24' 20, 24' 20' 22' 24' 20' 24' 22' 20' 22' 24' 1 --�- 234.26' N19°42'4 E 24' _j ZU 24 22 20 22 24 -- wl O IM i i � CD z to to to to Ip Ip Ip to Y 00 w to to to to o to to o to to to I7- 0 U � os I LO LO 72 OS 13 73 74 75 76 77 OS 12 78 79 80 81 82 3 o 83 84 85 86 87 OS 9 88 I 89 90 91 OS 8 92 1 93 94 95 96 1,835 SIF ' 2,400 SF 2,000 2,400 SF 2,200 SF 2,000 SF 2,200 SF 2,400 SF 2,000 SF 2,400 SF 2,200 SF 2,000 SF 2,200 SF 2,400 SF w o o 2,400 SF 2,200 SF 2,000 SF 2,200 SF 2,400 SF 2,000 SF 2,400 SF I 2,000 SF 2,200 SF 2,400 SF 2,000 SF 2,400 SF I 2,200 SF 2,000 SF 2,200 SF 2,371 SF in (DESIGNED BYO HERS) -[ j -] � I ': -] � Ip�OO��j // / 10' PUBLIC DRAINAGE EASEMENT 20' 122' 24' 20' �24' 22' 20' 22 �24' �24' 22' 20 22� 24 20'/ OUTSIDE OF BOX CULVERT 24' 20 24' 22�" ANGELFISH LANE - - - - - - - - - - 1149.56'_N14°42' - - - - -�- - - - - - - 20'ROW - 16'B-B - - - - - - - - - - - - BE OSI 1,457 SF I I `OS I I 1,457 SF I � -- __--------- / / ENTRANCE SIGN 414 Fm - - - - - - - - - - - - - - - - ~------------- \ \ 8'ASPHALT I _-Q --- �� \ 0 LU \ \ GREENWAY W \ \ -'--------- \ = LU \ \ I \ _ i � U) - - \ 1 I- ------- ---- - --- ----------- - - - - - - - - - - - - - W W - - - - - - - - - - - - I- t - - - - - - - - - - - - - - - - -� ------------------------ - - - > of oLU � D N OPEN SPACE- 0 ' MENT v N 281,437 SF 4 U 6.46 AC Luz Lu z z �x _ = PLAYGROUND AREA (SEE PARK BENCH (TYP) 0, U DETAIL C2.0) ° < Q FENCED DOG PARK - - - SITE BOUNDARY I //I /1 I III I I I I rI't I I I I to I I r I V I I ' I II I I ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF YOUNGSVILLE, FRANKLIN COUNTY, NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS TYP T RADIUS THE ACCESSIBLE PARKING UNLESS NOTE SPACES AND AISLES OTHERWISE SHALL HAVE A MAX. 2 SLOPE IN ALL DIRECTIONS INCLUDING THE DIAGONAL 90, VAC VAC STALL 24' 18' AISLE I STALL NOTES: ALL DIMENSIONS ARE TO FACE OF CURB. INSTALL HC-VAN ACCORDING TO NC ACCESSIBILITY CODE. TYPICAL PARKING DIMENSIONS 1�1g pdN SCALE 1 "=40' 1 NOR 0 40' 80' LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY ---- EXISTING ROAD CENTERLINE ADJACENT PROPERTY LINE PROPOSED RIGHT-OF-WAY PROPOSED CENTERLINE PROPOSED EOP - - - - - - BUILDING SETBACK - - PROPOSED LOT LINE PERIMETER BUFFER DRAINAGE EASEMENT SANITARY SEWER EASEMENT • • • • • • • ZONE AE 100 YR FLOODPLAIN SIDEWALK EXISTING WETLANDS NEUSE RIPARIAN BUFFER OPEN SPACE CIVIC SPACE ® CURB RAMP i STOP SIGN 11111111111I/I �N CA R,,� to OD42ADI&EALB4613- - �� 022321 Pia FNGINE�A� • I1V 11 zIrGG`,,` 8/19/2022 0 v CD o � � o E N w U - z }: 01 a .@ Lu r-4 � � N � � O M 0- = N 00 U(5,_,� Z Lu (n � J X Q� w I, LL_ o 0 > O) LL r CQ Lnrn J Lu F- w Q 0 DATE 0811912022 DRAWN BY 331 DESIGNED BY 331 CHECKED BY M. ZACCARDO SCALE 1"=40' fV L z T-i J N U W a LL � � O 0 z Q o �. r�Lu/ J z z vI Lu J U > ~ OU W J z < z Luz( 0 0�0 w Q� J w J O J H� U _ J u W 0 0 o JOB NO. 47829 SHEET NO. C2.1 z O U V) z O U ce O w O z O 0 Ln v z Q V7 Cn w Ie (D a C 7 O N U 0 0 co m 3 0 Q a ,z T 0 a w 0 0 c m rn 70 co r- m Iz 0 3 c DocuSign Envelope ID: B6602EE4-92AC-475C-A50C-00356589D38A 3 7— _ 20' PUBLIC UTILITY EASEMENT \ \ \ \ \ \ \ ZONE AE 100 YR I / I RETAINING WALL #5 FLOODPLAIN in�cirni�n ov �Tu�nc 4' X 4' SIGNAGE WITH EASEMENT -� L ' RETAINING WALL #2 (DESIGNED BY OTHERS) \ \ EXISTING CREEK (RICHLAND CREEK) \ e \ \ 0 \ \ \\ \\ 47 24' 22' L20T20' 22' 24 \ \ \ \ S� 0 o 0 — — — — — — — — — — — — — — - 24' 20' 22' 24' 20' 24' 20' 22' 24' 20' 24' 20' 22' 24' VARIABLE WIDTH PRIVATE — — _L DRAINAGE EASEMENT to to 00 \ to to to O to to to O \ i 56 57 58 59 OS 17 60 61 62 63 OS t6 64 65 66 67 15 2,400 SF 2,000 SF 2,200 SF 2,400 SF 2,000 $F 2,400 SF 2,000 SF 2,200 SF 2,400 SF 2,000 $F 2,400 SF 2,000 SF 2,200 SF 2,400 SF 2,291 SF PROPOSED SUBDIVISION SIGNAGE WITH EASEMENT �Q' 24' 20' 22b 24' 20' 24' 20' 22b 24 20' 24' 20 22 24' RETAINING WALL #1 _ (DESIGNED BY OTHERS) 73 I 74 2,400 SF 2,200 S 77 0 \ \\ PARK BENCH (TYP) I I 30" STANDARD CURB \\ \� & GUTTER (TYP) — --- __-- ---- I I — / 24" VALLEY i I -- �\\ �� _ ---- — ----- -- CURB & GUTTER (TYP) --- --- dHO 1 dH0 dHO \ / 8'ASPHALT GREENWAY —� - N14°17'0- -� / dH0 'HO dHO —dHO dHO 'HO dHO —dHO dhv dHO dHO dHO N SITE 160' OVERHEAD POWERLINE EASEMENT U N / 1 U BOUNDARY z Lu z J J U U cQ G SCALE 1 "=40' 0 40' 80' ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF YOUNGSVILLE, FRANKLIN COUNTY, NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY ------- EXISTING ROAD CENTERLINE ADJACENT PROPERTY LINE PROPOSED RIGHT-OF-WAY PROPOSED CENTERLINE PROPOSED EOP — — — — — — BUILDING SETBACK — — PROPOSED LOT LINE PERIMETER BUFFER DRAINAGE EASEMENT SANITARY SEWER EASEMENT • • • • • • • ZONE AE 100 YR FLOODPLAIN SIDEWALK EXISTING WETLANDS NEUSE RIPARIAN BUFFER OPEN SPACE CIVIC SPACE ® CURB RAMP STOP SIGN �N CA R��i,,�to 0D42ADI&EALB46B-- 022321 Pia FNGINE�� • $#to fill 8/19/2022 0 v n o � � o n E N Lucm U a .@ Lu U 0 d U. N Lu 0 m (D �y } c3_1 Z Lu J X o 0T-4 U TU) rn L i Lrn J W F- z O _d U U) w 0 z O w w Q DATE 0811912022 DRAWN BY 331 DESIGNED BY 331 CHECKED BY M. ZACCARDO SCALE 1"=40' 0 Lr) N z T-i J N O U W a w � u O O z Q Lu J z J Q wI~ J U > ~' ° w J z < z Lijz(� 0 C) ILL w lcl� J w —i O -i H� z m U J _ u w Z) 0 O o 0 z JOB NO. 47829 SHEET NO. C2.2 z O U ri V) z O U ce O LL w O z O 0 to V z Q V) Ln W ce O r� a 0 c N U C (D 0 O m L 3 a a a T w a m 70 co r- m CL c a� d Z) �O CW LZ �o og > cuo a� c m CoN 0- 0 Z N O� �x o o o c ' m o o = ac 3 Y V7 � U N c a) o U U E � N (6 0 �o U � 0 cu 5 -0 U a� N o t N U �2 �N �c: o C (6 U Qo w� _E