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HomeMy WebLinkAbout20231361 Ver 1_03 SGWASA Wetland Impact Maps_20230929± R _ g 2 c G s 0 z 0 \ w 2 0 / LLJ z / R ± « c / \ 0 / % 0 c / ± ± ± e � 0 a z 4 ± 0 s \ < ± e 0 \ 0 ± y z 3 c 0 e e I 0 e \ z e ƒ c z < F- 3 g 2 c 0 s 0 / ± e E 0 E E c � e \ 60 SUBMITTAL - NOT FOR CONSTRUCTION F- V) 7 p U LL. O z O F- Q N_ F O Q z w F- F- CY w F- D O F- U w O CY n CY w S O z Q m O LL- m Q n m O w J O Z p W D W m O F— F— O Z w m Q p z Q 7 cn a o CY w N m U 0 / m C m w O_ w / m � Q v Z W ry (� W N Ld Q O ry O Q z a L. w c U a > ry Lij O o cn �� 60% SUBMITTAL - NOT FOR CONSTRUCTION ± R _ g 2 c G s 0 z 0 \ w 2 0 / LLJ z / R ± « c / \ 0 / % 0 c / ± ± ± e � 0 a z 4 ± 0 s \ < ± e 0 \ 0 ± y z 3 c 0 e e I 0 e \ z e \ c z < F- 3 g 2 / 2 s » 0 I / / E Ld & 0 o ± c 2 c g / / / e ƒ z \ / o / / c ƒ \ a 0 / \ . / I - Q / 9 E » � ( \ a): \ 77 / z 0 / \ \ @ g 04 CL \ 7 E I 4 y \ $ I 0 J / \ @ g / I 0 ry $ n CL 0 cn @ 0 m 9 c ¥ I o / \ / / e / / / < 0 c co /0 \\ / / \ / \/ 12Lli / 0 n/e ± N ƒ 0 p / / / / e \ \ \ U) ( U) _ - _ © c > \ / \ \ / ƒ q i \ / x - o @ ± 60 SUBMITTAL - NOT FOR CONSTRUCTION ± R _ g 2 c G s 0 z 0 \ w 2 0 / LLJ z / R ± « c / \ 0 / % 0 c / ± ± ± e � 0 a z 4 ± 0 s \ < ± e 0 \ 0 ± y z 3 c 0 e e I 0 e \ z e ƒ c z < F- 3 g 2 / 2 s » o I / / E Ld & 0 o ± c 2 c g / / / e ƒ z \ / o / / c ƒ \ a 0 El- \ � (D o . / I - Q / 9 E » � ( \ a): \ 77 / z 0 / \ \ @ g 04 CL \ 7 J E I 4 y \ $ I 0 J / \ @ g / I 0 ry $ n o (.0 g \ \ / /f$ \ o e / « / / < 0 c co /0 \\ 0 /\/ \/ q i / o n/e ± N ƒ 0 p / / / / e W \ \ � \ ( U) _ - _ © c > \ / \ \ Ld / ƒ q i \ / x - o @ ± 60 SUBMITTAL - NOT FOR CONSTRUCTION co 7 0 U O z O Q N 0' O Q z w m W O _ F- w 0 m n m w o z Q m O Li m Q n m O W J O Z 0 W cn W m O 1 O J z ( W N v Q E o z Q c _ O ~ I � N 0 (3) 7 3 O O U () O O O ry �I U n c o 0 O U 0 N w W O S U � O U Q I o - o > z ON U w W 0_ U N W 0 = U) a o w o W Q 0 +, o' w U O a� a_ U O O O > L z O o 0 O- W N 0)O i > ry N W co W � J 0 Q 0 o z O N 07 V) 12 d w �I U 0 a o' m N m Q � o N m N � N I o I 0 > 0 m o m >O NI Z 0 N 00 O N � O 0 I N / o Of O U Z N c Q N \ t cf) o E z ow N 0, N W = U U w� N � W U 0 cn W D_ 0 W Q Y Q F U � / E J- r� Z v <Lw N Z i = D = > 0 r-) 0 -0:2 Li > L �O a M W L _ + cf) W Q� / N Z p W X J U OO 0' 290 W W w zo 270 Q W W 260 i I ISSUH / RIM: 277.65 I VN4 lN: 262.50 11VV�61G(T. �.41 (0 / ' WETWEL EXISTING FORCE MAIN RIM: 277. 7 TO BE ABANDONED \ INV IN. 26 .65 v OUT. 2 1.97 I EL - 52.62 E[IZCA ' P SOUTH GRANVILL _ W �\ WATER & SEWE VAULT RECN: 26013 R/ARj 277.40 �L. DB 1543 PG 5 3 / OTT EN. 252.28 Cv Ou' 8" C-900 PVC WATER LINE 15'x15' -ou - y -RECEIVING PIT Pu 35 LF BORE & JACK STO O ~ L0 to ��� \ . OF 16" STEEL BLO O+V O73�-� t ` ENCASEMENT PIPE EF 75. VA UL Rl 2 3. Q O tC \ ` T P .NUT 26 \\ \ t _ LU 00 _ +001� 1-2/74 . 2+0dTA 0 \ SS 22+00 /PON ` 23+00. ' 23+ 24" +PVC SS. 8" 90° BEND STA=23+ 18 SSMH-8 N=861615.75 DIA: 4'-0" E=2087354.38 N: 861592.15 FORCE MAIN ' S%_ E: 2087243.28 NOT FIELD VERIFIED SSMH-9 I DIA: 5 -0 N: 861614.04 500-YR 30'x15' E: 2087420.25 FLOODWAY I LAUNCHING PIT I I i LIFT STATION WETLAND ABANDONMENT SEE SHEET C-301 ,G SSMH y RIM: 273.84 ,N -- NV-iN(N): 262.E " INV /N(E): 263.0b ABANDON EX \INV OUT. 262.54 SMH5733 SSMH PAUL & IRIS ROGERS M. 2 4.36 REVOCABLE 2�St N� INV IN 264.21 RECN: 9259 cs' I DB 809 PG 848 �1 INV 0 T.• 263.68 N CONNECT TO EXISTING M N `�j7 6" WATER LINE - �T CHLI NE STA. GENERkToR \ REMOVE EXISTING FITTING(S), 30-1-pp l po \ \ \INSTALL 6" 90° BEND AND - - SEE SHED. I / I 8 x6 REDUCER 500 YR / C-3p8 STA=23+77 FLOODPLAIN 10 TCE FOR \ - - N_ 861674.73 / �� CpNTINUATIpN >u TER LilO� E=2087351.62 100-YR o 30+00 - �_ OT FIELD VER�I lE ABANDON EX SMH5732 GUY FLOODPLAIN / 30 PUE- ` o EXISTING GRAVITY SEWER TO P LT _ - - _ _ T _ - - - 15'x15' REMOVE & REPLACE BE ABANDONED AND ROUTE � ABANDON EXISTING SANITARY RECEIVING PIT L p_-SSERVICE TO NEW SEWER SEWER WEST OF SMH5724 SMH5724 ABANDON EX SMH5728 _ DIA: 5 -0 oU-_ -U� ��U our _ u ' N: 861779.31_ u - - - -� 50 LF BORE & JACK OF 30"_ - _ E: 2088029.25= _ - - - gsPyy�r - r s� STEEL ENCASEMENT PIPES -"� W-' W TEL UNK JOE PEED€6 i+ / t�t� C1 UNK UN UNK TEL- __ o ' < UNK C° 60 PUtK l a o (NCDOTRD) ( ( AS I 1 +28 d PB 50 PG 195 0 24+00 STREAMS 25+00+ ���� -LINES = + - 26+00 \ 28+00 24" PVC SS 27+00 §R ' / 24" PVC SS \ , 30' PUE - -� _ l La -� INTE ITTENT 30.0`` N� 30'x15' SILT OUTLETS STEVEN H BROWN & S)OH- STREAM ZONE 1 (TYP) EDNA P BROWN R1M:276.01 - - - - _ _ _ \ LAUNCHING PITS RECN: 15920 INV IN. 268.71 �` ^ ' F�� SILT FENCE DB 807 PG 965 INV OUT. 268.55 20.0JF \\% SSMH -1 1 (DROP M H ) SSMH-10 ZONE 2 \ �0�\ >, PLAN DIA: 4 -0 ��,P\ DIA: 5-0 N: 861720.39 N: 861652.37 \ �� E: 2087923.08 SCALE 1 " = 40' E: 2087670.5�/ 'J CL O 0 W 0 (n H O rii� II '� � _ • 1 � �� 1 ill -ate sic �• • _ �� •!°BSI 1r=,. 1 � �� is :• PAUL & IRIS ROGERS 0 0 co N co ro N O O 2 00 r7 00 - J I- O N cO H N co rN N O N N N N^ N 0 I co W Orn,�zz II NNEN O^ �^ '11,II 0 aII W Z H w� H0) cfl W 00W .�H r-OpO Y N > Z Z � N- r-Z0 N O0 IZ 1J N Z 00 z>>> z 00+ =NWz II» rn+ Z =NW II» z z =NW + II» z z =NW-zZ 00 V) N N ��� Ca�� � c��� V)V)W N N V)V)a�N N (n(nQ'N N LI - EXISTING GRADE l r LAUNCHING PIT - - - - - / 262 LF-24" PVC © 0.57% O LF-24 " PVC ® 1.09% 253 178 LF-24" PVC @ 0.41 % 427 LF-24" PVC @ 0.7B% 50 LF BORE & JACK OF 30" STEEL ENCASEMENT PIPE 279 LF-18" PVC @ 0.36% RECEIVING PIT REVOCABLE RECN: 9260 DB 809 PG 848 O o' 0 290 w W w 270 zo 260 250 250 20+00 N0. I DATE I DRWN I CHKD REMARKS 22+00 DESIGNED BY: R. NANCE-GONZALEZ DRAWN BY: SUREKHA S SHEET CHK'D BY: X CROSS CHK'D BY: X APPROVED BY: J. ALLEN DATE: SEPTEMBER 2023 24+00 PROFILE HORZ. 1 " = 40' VERT. 1 " = 4' Smith 5400 Glenwood Ave, Suite 400 Raleigh, INC 27612 Tel: (919) 325-3500 26+00 28+00 SOUTH GRANVILLE WATER AND SEWER AUTHORITY 1-85 SANITARY SEWER SYSTEM IMPROVEMENTS 30+00 290 W W W Q w J W 270 260 250 0+00 N 1 " = 40' 20 0 40 O _ Oco0 O I\ � c c 2 00toco coN II N N N N w- 0 O z w w �) 0 _ONz Z Z 0 000 + 1 > > > > N N > z =OWzzz =±wz C'o co �Qg= N N c/)c/)a � N Cf)�-N EXISTING GRAUL Q 2.po% LF-12" PVC 121 JOE PEED GRAVITY SEWER PLAN AND PROFILE STA 20+00 TO STA 30+00 290 W w LL_ Q w J 270 W 260 250 1 +28 PROJECT NO. 54378-260646 FILE NAME: C307STPP.DWG SHEET NO. C-307 60% SUBMITTAL - NOT FOR CONSTRUCTION ± R _ g 2 c G s 0 z 0 \ N 2 0 / LLJ z / R ± « c / \ 0 / % 0 c 0 ± ± ± e � 0 a z 4 ± 0 s \ < ± e 0 \ § © / / z G 0 / 0 e 0 e / \ I e 77 E ¥ 0 0 ƒ N 4 * \ k I � e 2 co « / 7 \ E I / / 0 @ E o / / / / ƒ \ Li/ \ / U) � \ C ƒ 3 G e © a / G i / 2 / \LZ \ \ / / \ / � C 0 0 41 > > : / g G z \ > % z 0 / 0 k 04 0 \ 0 ƒ s 2 < > / \ 2 @ 2 \ I / 7 / \ � k / cn � 0 e E 9 \ \ cn / % / c / / ƒ�c 4 � 2 $ / f�/\\ C)/0�\ 0 � � \ � o ® N / cn o / \ / � < � R\\\ \ � = § © / > \ / \ \ / ƒ q i \ / x - o @ ± 60 SUBMITTAL - NOT FOR CONSTRUCTION ± R _ g 2 c G s 0 z 0 \ w 2 0 / LLJ z / R ± « c / \ 0 / % 0 c 0 ± ± ± e � 0 a z 4 ± 0 s \ < ± e 0 \ 0 ± y z 3 c 0 e e I 0 e � \ z 0 \ [ c z 4 0 I � e 2 co « / 7 \ E I / / \ @ a o / / / / ƒ \ \ / U) \ C ƒ 3 G e © a / G i / 2 / \LZ \ \ / / � \ / � J 0 0 41 > > \ry / g G z \ > % z 0 / 0 k 04 0 \ 0 ƒ s 2 < > / \ 2 @ 2 \ I / � 7 / \ \ Co z 0 » $ 9 / \ cn / % / c / / ƒ�c 4 � 2 $ / f�/\\ 0� /\ 0 \ o ® No / / / \ � < F,, R\\\ \ \ \ \ �y\/� -a § © 0 > \ / \ \ / ƒ q i \ / x - o @ ± 60 SUBMITTAL - NOT FOR CONSTRUCTION _ F- V) 7 0 U LL. O z O F- Q N_ F O Q z w F- F- CY w F- D O F- U w O CY w CY w S O z Q CY O LL- CY Q n CY O w J O Z w D W m O F- F- O Z w m Q 0 z Q 7 (n 0 rn U 3 � o CY o w m U O / ry O W Q w U = O W / ry U ^ — W u •> r' U w N = p) N p O 0 E F-- N Q ry w O -- W U ry O N O U) z O / O Lv O o U N Q W N CY U v w (D (n O C J Q Z OO O O p W (/1 W U N LL d O U ry O W HI U V) Q m O 00 N w 0 W U I O O ry n OI d OO (n Z U) O N O (D I O O 00 Li 2� N 0 U NZ V Q N 04co 0 Z 0� ow w7; U 0) U) Q U w N Q W 0 U w N ~ cn Nm UCn W Cn I O == (n 0 C� U Q U Fy (n Ki a Q z O 2 L w o o 0 O U t NN 0 L� > L �O a N L. m W w + N (n � C) / N W X J U OO cy 60% SUBMITTAL - NOT FOR CONSTRUCTION F- V) 7 0 U LL. O z O F- Q N_ F O Q z w F- F- CY w F- D O F- U w O CY w CY w S O z Q m O LL- m Q n m O w J O Z W D w m O F- F- O Z w m Q 0 z Q 7 cn 0 rn U 3 � o CY w r7 w U O / ry O W Q w U = O w / ry U w > ry U w N O � / w N Q CY w O .- n U ry N O p U L z w — LL oi a > W m L w u (n C J N Q Z o O O V) N L` V-) U ry O W HI U V) Q m O 00 N W 0 w U O cfl ry n O d OO (n O (p Z O — N O m — I Fn r(j 00 w 01 N Q N 04 O cf) 0 Z 0� ow w7; U 0) U) Q U w N Q W 0 U w cn N ~ U Cn Cn w NI m O =� (n 0 C� U Q U Fy (n Ki a Q z O = L w o � 0 O U ON -0cn t 0 L� > L �O o uj co w w + N N � / N W X J U OO cy 60% SUBMITTAL - NOT FOR CONSTRUCTION 7 0 0 w O z 0 i= Q N_ cy 0 Q z w cy w 0 0 w 0 c' w CY w 0 z Q cy 0 cy Q n A, 0 W J 0 z 0 w cn D w m O 0 z w Q 0 z Q 7 co r--� ry W (n 0 C)o ry n a z ON M� N 0 I vn .Go Uj Q 10 c CO ow T_ U Ld 2 360 350 w w zo 340 Q w J W 330 320 30+00 MATTHEW LAYTON REC. # 14284 DB 1690 PG 701 CYH/NA H JONES & JUSTIN B HICKS REC. # 22408 DB 1712 PG 611 PATRICIA MEDLIN REC. # 14733 DB 1074 PG 196 JAMYE D HUGHES & DEBRA H HUGHES REC. # 15910 DB 251 PG 823 INV.=347.61 -\ WATTLE (TYP.) BILLY C CLAYTON & CYNTHIA M CLAYTON REC. # 9491 DB 243 PG 324 PLAN SCALE 1" = 40' INTERMITTENT STREAM JAMYE D HUGHES & DEBRA H HUGHES REC. # 9650 DB 661 PG 732 WETLAND L.-,:7VV rV%- rVRL.0 IVIh111V I I I I I I 24" 11.25° V BEND STA=35+49 SHAWN C DALTON & HEATHER R DALTON REC. # 7974 DB 1705 PG 618 DAVID E HILL REC. # 9649 DB 573 PG 531 M 24" 90° BEND STA=40+42 II N=862046.62 z E=2079489.58 15' X15' RECEIVING PIT 24" 90° BEND STA=39+76 N=862069.16 1\��aG�191���a\��76��G1191 MATCH LINE STA. 41 NTINUATION SHEET C00 —313 F0� _ _ o I :A ^� I I OWN( a W �c iQW� po a / II O 30' Xa 15' .LAUNCHING PIT 50 LF BORE- & JACK OF 36" CASING _ '--lNy.=340.23 1M=344.49 A INV 1N=336.46 �A INV OUT=336.42 CO EXISTING 8" PVC II FORCE MAIN TO a Q —BE ABANDONED AS T I I 1 I / I I I I I I I In o \ o � �- V) (n oil V �I LU UU ?0 N? H H EXISTING GRADE — CENTERLINE OF EAST LYON STATION ROAD 25" SEPARATION � 1 25" SEPARATION L 24" C-900 PVC FORCE MAIN 0 4�N Z W m > 15' X 15' PIT m N + oRECEIVING e + e + + + ��n rn rn rn oo 0rn 0) to 00 N Q N cn N cn N N 50 LF BORE & JACK OF 36" CASING 30' X 15' LAUNCHING PIT 32+00 DESIGNED BY: R. NANCE-GONZALEZ DRAWN BY: DNYANESHWARI G SHEET CHK'D BY: J. ALLEN CROSS CHK'D BY: X APPROVED BY: J. ALLEN DATE: SEPTEMBER 2023 34+00 PROFILE HORZ. 1 " = 40' VERT. 1 " = 4' Smith 5400 Glenwood Ave, Suite 400 Raleigh, NC 27612 Tel: (919) 325-3500 36+00 38+00 SOUTH GRANVILLE WATER AND SEWER AUTHORITY 1-85 SANITARY SEWER SYSTEM IMPROVEMENTS 40+00 360 350 w w 340 0 330 320 41 +00 JOE PEED FORCE MAIN PLAN AND PROFILE STA 30+00 TO STA 41+00 Q > w J L1J 1 " = 40' 20 0 40 PROJECT NO. 54378-260646 FILE NAME: C312STPP.DWG SHEET NO. C-312 N (n N W x 0 OA- N0. I DATE I DRWN I CHKD REMARKS 60% SUBMITTAL - NOT FOR CONSTRUCTION F- V) 7 0 U w O z O F- Q N_ cy O F- Q z w F- F- cy w F- F- O F- F- U w O cy n_ cy w F— O z Q cy O LL- cy Q n_ cy O (D w � J � O E _ z O �I ow U) cn o D O w O m w 3: O U F-- O O I z ~ w 0 � Q O O 0 N w z U Q r7 = O ~ I 7; H co U) O O O 3 U w - U O F- 0 N �I N cy V) w O U O D' 0 0 n CL Q w U = U � H O w U j ry O U O Z d U > ry U w �] N > O O / w O N Q N cy O a El- U � N O U wo ° z O_ w w N U U fl > �I U cy L w (D V) � C J Z OO O (n W w I d 1 O U n o_ Q o Q m o � 0 N N o I > I 0 � o a O U) O O N o "? 1 rn 00 w N M r Of N V Q O Cn N — ��� z ow w7; rncn o 0 � w co ui :2 w C w N ~ cn U V)w V) m o =� (n 0 CD U Q U (n r) Q _0 Q Z O = In w 0 0) O T c: :�i U ON Ja t cn 0 > L �O o co w li +, D "O (n w / N Q' p w X J U OO cy REV. I DATE I DRWN I CHKD I 100—YR FLOODPLAIN 500—YR O FLOODPLAIN JQ Gu —BEY V p (DEBRIS FILLED) COIR FIBER WATTLE (TYP.) \ - , 27 TOP OF PIPE=273.45 � � JOHN N TURNER JR, HEIRS �N `5 4ePRNV.=270.4Y DB 142 PG 421 'STREAM BUFFER ZONE 3" �Q REC. # 26012 FORCE MAIN NOT FIELD VERIFIED we 280 H w w l.� 0 270 260 250 120+00 REMARKS PLAN SCALE 1" = 40' EXISTING 8" PVC FOR MAIN TO BE ABANDON EXISTING WE TYP 40'X20' LAUNCHING PI - \ SEE SHEET C-306 FOR GRAVITY SEWER AND WATER MAIN n 2O'X20' RECEIVING PIT 1 SEE SHEET C-304 FOR PS LAYOUT \ \ \\V\ AND PIPING DETAILS \ \ \ \ \ ITT, 122+00 123+90 PROFILE HORZ. 1 " = 40' VERT. 1 " = 4' DESIGNED BY:-R. NANCE-GONZALEZ DRAWN BY: DNYANESHWARI G SHEET CHK'D BY: J. ALLEN CROSS CHK'D BY: X APPROVED BY: J. ALLEN DATE: SEPTEMBER 2023 Smith 5400 Glenwood Ave, Suite 400 Raleigh, NC 27612 Tel: (919) 325-3500 20'X20' RECEIVING PIT 40 LF BORE & JACK OF 30" CASING FALLS LAKE PR REC. # 260 JOHN N TURNER JR, HEIRS REC. # 26012 DB 142 PG 421 PB 50 PG 195 SOUTH GRANVILLE WATER AND SEWER AUTHORITY JOE PEED FORCE MAIN I-85 SANITARY SEWER SYSTEM IMPROVEMENTS PLAN AND PROFILE STA 120+00 TO STA 123+90 NOTES: 1. DEPTH, MATERIAL, AND DIAMETER OF EXISTING CULVERT ARE UNKNOWN. CONTRACTOR TO CONFIRM AND PROVIDE MINIMUM 3' OF COVER FOR FORCEMAIN AND 24" SEPARATION FROM CULVERT. CONTRACTOR TO CONTACT ENGINEER IF CONDITIONS CANNOT BE MET. PROJECT NO. 54378-260646 FILE NAME: C321 STPP.DWG SHEET NO. C-321 60% SUBMITTAL - NOT FOR CONSTRUCTION F- V) 7 0 U LL. O z O F- Q N_ 0_ O Q z W F- F- CY w F- D O F- U w O CY w CY W S O z Q m O LL- m Q n m O w J O Z W D W m O F- F- O Z W Q 0 z Q 7 cn 0 u � U L� N � O O � Lo O 0 O p 0 NO U 0 O W a / Q U _Z N — W O ? 0' 04 O O O t/n ~ W N ry U W n .- 0_ O 0 o z 0 o � / LLi o U Q > vi O CY W L (n O y O C J N — Q N Z 4 O D cn o'I U) w LL N O 0_ 0' LL U 0 O O Q N (n m N Q � � 0 N 0 I O d O n O cn O d N g r7 N 00 r Li 0 0' O r7 0 Z po / Q U OI O c ��t ow 0, >> 0 E U O w U O (D g w o r� E 0' w N ~ / N W NI U) O W in rY J N O Qw o� m a�>i o a U O -0 t cn 0 > L �O o N uj cW W o + N co � / N W X J U OO cy 60% SUBMITTAL - NOT FOR CONSTRUCTION ± R _ g 2 c G s 0 z 0 \ w 2 0 / LLJ z / R ± « c / \ 0 / % 0 c / ± ± ± e � 0 a z 4 ± 0 s \ < ± e 0 \ 0 ± y z 3 c 0 e e I 0 e \ z e \ c z < F- 3 g 2 c e o » © E / / / 9 0 o n / \ o e i ƒ z a / \ 04 i \ @ ± ± / ry \ � . \ E LLi > § \ \ \ z / 9 = o / / s a_ / 0 2 / / \ / E / \ � \ $ \ q 7 (.0 / 9 0 \ / cn / \ 0 \ 0 6 / z e ® / / / © z ® 0�-c32 $�\// g 2 @ g o 0 �a=/c / ® N G \ /n e / / / / / / \ \ / \ \ / G / -0 / cn 0 Ld > \ / \ \ / ƒ q % \ / x - o @ ± 60 SUBMITTAL - NOT FOR CONSTRUCTION _ F- V) 7 0 U L.L. O z O F- Q N_ F O Q z W F- F- CY W F- D O F- U W O CY W CY W S O z Q CY O L L- m Q m CY O W J O Z W D W m O F- F- O Z W m Q 0 z Q 7 (n 0 rn U U) CY r- W O m Ury W W Q = U O W ry / Q C Z W > ry <U W N O W / F-- Q N cy ji O El- .- n, u U O N U o z (D rn 6C L W C O U Q > ry U W OI C Q Z N O O D (n O O (n O (n W N L- W N O U a_ ry U W O (( m Q O N 0 N U I O m N O W O � d O Z N O C� N o I w W M p U O) LL Z V-) / Q N N (n O O — 00 \ -c O W \ E >> U O (n W U O (D g w o L� E W (14 ~ / V) W U NI (n O W in CY J (n N O � Qw O = > I m °' O p O U ON 0 0 > L �O o N in J) c� W W + CV co � W X J U OO cy 60% SUBMITTAL - NOT FOR CONSTRUCTION F- V) 7 p U LL. O z O F- Q N_ F O Q z LLJ F- F- CY Ld F- D O F- U Ld O CY n CY Ld S O z Q m O LL- m Q n m O Ld J O Z p Ld D Ld m O F- F- O Z Lv m Q p z Q 7 cn p rn � 3 � U) CY ao LLJ It 0 U O 0 QLd U = O Ld ry / Q u LLJ j ry vi (U w (D _ U) N o pw E [-- (DQ ji O (0 +� O v O N O c) O / Lv O p U a > U V w L (n O C J Z N -c O O :3 cn O O (n O in W N Ld N O U a_ r�l U n M OI Q m O N 0 U I O m N (D n O(o V) H 0- O Z V) (D C� N o r%i I w O O00 p W p U Z r7 / Q O O c F-- OO \ -c p Ld 3:\E >> U 0)W O O N L� J p M E U �w I Ld cn cn o o E o c�i O Q w O = > U ON -0t cn p LLJ -0 -0 L� �--� > i O li o N Ld J / CLd X U OO 'y 60% SUBMITTAL - NOT FOR CONSTRUCTION ± R _ g 2 c G s 0 z 0 \ w 2 0 / LLJ z / R ± « c / \ 0 / % 0 c 0 ± ± ± e � 0 a z 4 ± 0 s \ < ± e 0 \ 0 ± y z 3 c 0 e e I 0 e \ z e ƒ c z 4 / 3 g 7 / I / 0 @ / / o ƒ � R / / E c / � e � \ > J o a a / 0 ƒ / E \ \ 0 : ƒ E o � C 2 . a e § / m ± / / 3 \ / 0 0 / Ld � 0 s / 2 \ 0 c E I / / n 0 ¥_ \ g 0 a $ 0 $ 66 \ / o cn � ¥ c o o / ImJ ® \ _ / 0 �\ z \ 7 @ \ / �/\ @0©c � �$c i 0 F / o fC) \ - \ c )/D G / 0 / > \ / \ \ Ld / ƒ q % \ / x - o @ ± 60 SUBMITTAL - NOT FOR CONSTRUCTION