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HomeMy WebLinkAboutD-28842820' 101 0 20' 40' t_ u, SW CORNER OF NE 7TH ST & EDMONDS AVE NE SE CORNER OF NE 7TH ST & EDMONDS AVE NE u -k neni u _ Ok No r X LAJ u r'7 �O \ , Z Of �. 1 �a a, m 0i N N 1 w a Y, -A Q w) °N° � oo � LLJ 1 M H s �„ - - U2 Q II Ln Q - U V) OC w 12 1�n �w r..+ c "� \ ^ w POINT OFFSET ELEV. DESCRIPTION o (FOC) CIO w rn N � BEGIN 58.93' RT 289.00 R= 23.00 PC 16 +33.46 16.00' RT 287.92 A = 70' 01'58" 1/2 0 16 +47.80 20.53' RT 288.27 L= 30.56 PT 16 +56.95 32.46' RT 288.62 CENTER: END 16 +63.78 51.26' RT 288.70 16 +33.46, 41.00' RT POINT OFFSET ELEV. DESCRIPTION o (FOC) CIO w rn N � BEGIN 17 +02.45 58.93' RT 289.00 R= 25.00 PC 16 +99.04 49.54' RT 289.05 A = 109' 57'45" 1/2 A 17 +02.06 26.65' RT 289.59 L= 47.98 PT 17 +22.54 16.00' RT 290.12 CENTER: END � - LLJ 17 +22.54, 41.00' RT x - L" U_ N Z in I ► _ W ELEV. DESCRIPTION o Q_" CIO w rn N � N 00 a, + Q + m II r 0) rn 19 293.46 .- r- J N 21.86' RT F_ I cn Q c/) Q W II PT 19 +86.32 X 1- w cn I 293.84 • W(A CB NO. 71 E 48" DIAL \ N EX '12" CC STOW ( ) STA. 18 +90, 15 LT KEPT 0 sERME M-79 1 RIM EL. NE 7TH ST REST 12" S IE _ 287-17 �.17 1 � M � - Ins 0 _�s__ _r - _ s - - • cc - �...� ____ - - 10 t w - W to T - • _, f ` --. - W ROADWAY do STORM DRAINAGE NOTES m O 1 t -, r .r �, 2 .. c C --- O1 CONTI A nit SHALL RESIDUE AIO L CAM oNG N-ET. CATCH 12 p Vc. _ BIISMN. OR STOIIM DRAIN ILA S - T - s1 S W W W � 0 W - ' �� T ,- °D W 2 OONIRAICTCR SHALL CONNECT E�OS7N�lG ORAN�IAIt PIPE 70 i STgRIM 12 o IN w O 18 ...\ _ o r to 4 V�.,. w _ r ORAN PPE IM FE NNM ADAPIM lb 6" STO limit pro G 6" STIP �' .rte ''r , i��• �w ('I■��"� _ --___ • • ] . • . • • • • we in .. �� • `/�/� �•� ?!�'1 ���'�� _ w'.l.ZT.'T�iiT ir�� •� �d ■1f YPj1 ���' = =j�•rrr_ _ - - �L.! /�-� O ► • • ] • 1 ] ►. • 1 - 0 1 0-1 _Ls: 411 14w MA - • r i i - - ■.� • In - ;Nm CONTRACTOR TO POTHOLE EXISTING UTILITIES TO VERIFY ,,,�■, . �/ T .. .. •' • I I � F -_ POINT OFFSET ELEV. DESCRIPTION o Q_" 1 1 0 1 N M LL. 1C d N �-- a No r PC 19 +66.32 19 293.46 0 = 90' 00'00" 1/2 0 19 +80.46 21.86' RT 293.65 L= 31.42 PT 19 +86.32 IT MAY BE NECESSARY TO 293.84 • END 19 +86.32 � - LLJ = �,, Qo 1 � AND fiE�0111E AND w Q W 0 w. 0) W O� �� c (14 1) r- U W _ r� c0 h J • » INSTALL 24 DUCTILE IRON `O `r Q o z M `° I cr_ n v N o cn J ? Q°', I Q N? J `r' a; I W_ STORM PIPE ACROSS EDMONDS c_n Q 01 T - Q J I o cv cv w cn U S _ N W • iii - Q 00 00 rn N 00 Q O 0O cV r` O AVENUE TO CLEAR EXISTING OD n O + �n d w ,� r. n r� to a o� r`+ N N w p� Q+ II ''� ^QD Q) W N Cr 11 � N nh N UTILITIES. 0 � 4 +1 u II + cD n + t0 ILL w 00 cv p �- r- -j cv p •- Z ~ ' L�iJ N O Z .- Z w JO ZQ •J W Z F- W II Z i W II Z M H X;Q �nQ1� II m Q F- M Q O f- in !- co �s -. N XQ �► mFa- U In XQIM w lh (Y w mH U V) POINT OFFSET ELEV. DESCRIPTION o (FOC) 1 1 0 1 N M LL. 1C d BEGIN - Vf m i= Uv)Q R= 20.00 PC 19 +66.32 16.00' RT 293.46 0 = 90' 00'00" 1/2 0 19 +80.46 21.86' RT 293.65 L= 31.42 PT 19 +86.32 36.00' RT 293.84 CENTER: END 19 +86.32 46.00' RT 293.90 19 +66.32, 36.00' RT 06 1 W Wg W Z O C� <O Z x p �+ 3 U rk- w In i Cr W U V to N U to w cn _ - Q CONTR OWL ALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. »: = 7 H AN _ _ _ SEE DETAIL S1�E1S 24 & 27. :32 LF - 12 : P = :z CB 72 GC 3 C GE CB: 70 32 F 1.2" TORM PIPE S =0.010 Z 1 1 SAINCxJT OR1 &VAY FULL DEP`7H AT LOCATION TO BE MARKED IN (.*B O TYE 2 : CPEP CPE S -0.10: GAS 7HE F'NLD BY TIE WASTEHAUL PAVEMENT AM � � w �, CB 78 :Q W 10" WA TER 10" WA T R 71 - CHANGE TO TYPE 2 REPLACE OR111E�IUY MI ICN�. 300 �' ,`t o E a I °' 300 14 CON SHALL T AT L SAINCUT AND CUPA 285 fl � � 28s .. Z90... .. .. ... ..... ........... .. .. ..... ' .©... + .. O :.. . CB 7 .. ......... :z . ...� ................... ........... :..................... .............................. CON TO CH . NGE -DEEPS I �� o : 6' G A S ;� y W CEMENT CONCRETE VETtTICAL Cl�RB AND REPLACE SIDEWALK IN KIND. 4 •rte W � a W �i 1 I : 6 " GAS " - Q �, 15 C�ONTRAICTM SHALL PROTECT EWTI NG HYDRANT, SIGN, WALL. FENCE. 32 :LF - 12 : S PI - R C : :S =0.005 :EXISTING GROUND N D AD /OR OURIs T101N. 298 ELEVATION o 288 ...... . ... • . .. ................. ..................... . ..... .�... . o VACANT. ................... W .... :... i......:... AISED .. 12 : _ 24 "IE : �, rJ : T , \ ,�\ \� % \� ,�`\ \ \�\� 1© CONTRACTOR SHALL REMOVE, PROTECT. AND REINSTALL E)OS71NG FENCE. / %, / _ 18 CON SHALL AID w sIDEWALK. 290 W `r \ \� \\ ,` \�\ \�� \ / /\ / /� //� /� I Z00 PAVEMMINT, AND/OR CURB. :............. .................:... �,� /.,raj. \�!�\ / :\ \ !\ . / ,,�,� ...... ..........:...................: :..................:...................:.............. .....:........................ :............. ............................. .... 19 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT TRANSITION O \�. : : : : M PIPE S= SEC �'iH CEMENT CURB END SE. SEE DETAIL SHEET :83 L.F. - 24 CPEP STOR 10 27. CB 72 CHANGE 11 •�• \\ : N INVERT - SEE: BELOW 170 L.F. - 24' CPEP STORM PIPE 5 =0.0 IpON SHALL REMOVE. PROTECT, AND RELOCATE SlCwhl. 288: 40 ' : 28s Q; ......... i s ............ :........ ........................................:.............. .........................:..... . .............:.............. ............................... :.............. 21 CON SHALL FIRM A1D INSTALL PLASTIC STOP BAR AID /OR II - o - _- O __ -- _ ® SHALL AND INSTALL CURB RAMP 'ALTERNAV PER Fame 0; 0 _ OON CROSSWAIX �'■' CITY OF RENTOIN STANDARD PLAN NCI. OW I SS LOy11ERED _ BELOW BELOW 3OM WE R :......2..W ZSO M E X ...... . ®CON HALL FlU�SH AD STALL 4'NC S CPACID OEM . .... ... . ... ... ....:...................: ...................1.......... ... .... ............... RELCY3TO .. :.. .......... ..............: ...... ... LOM aTO : .W : ..... ..:. .. .:.. BA MULCH. z - -�5 24 LF - 24" CPEP STORM PIPE S =0.089 42 LF - 24" : CPEP STORM PIPE S =0.10 .. - 19 CON SHALL AND INSTALL ASPHALT .: 40 LF 24 " CPEP STORM PIPES _ 0.005 SEC CEMENT 1FL, CM END SECIMM ,278 _ 30 LF - 24" CPEP STORM PIPE S =0.00 7 ®� SHALL SAlINTARY �E SEMR TO TRIJI�NC ............... i i. :.................. , ...................................................... .....:.................:....... .... : , .......... .... ................:.............. PER CITY SPEMICAIMM " I EXISTING c ROUND 2 LF - 24 CPEP STORM PIPE S =D.*" 0.015 T T ®II DIVE BANITARY UK ��R MMHOILE OF TH S TREE N.E FMNSf�D GRADE ®LIOCA110N OF OO�C1MIa DRANK APPROD�ATE. OCBITRA+CTOIt MILL POTFIM FLOUM 270 00 T �'' 270 TO VaPY LIOCA11011i. ........................:.... .............. ...... ....................... ........... ..... ............................... U) ooll iq if00 17*00 10f00 1 !*00 9DOt00 AS-GMT S11RVEY iTAEO SY x � p p % I'� �i w � i J. �rE" �. 33147 e"UMT11M ON CESioN PLAW gill ON am It W V) W 3 0 W it Z rl a �✓ W 3 _ NZ V 4 NZ 1p NZ C4 C4 NZ N C4 N�' �NHr ry N =� NM- NZ NN FWCm menu W . f ► r U W 10 10 aW I I I h 11 W aW iA 1 1 SN �'r011 W. PMM so for n_ ighwi W �! r C4 00 C,4 N � N n h C4 A p go 0 c 1� N N # C 2 + h+ + + h 4 n " - v� r - r r 00 ao vj • I'�1 ad _j =� W3 , I- �����c� p� WZW Z� W N �� W N N Z�. W N `_ LAJ �� N n u n Z n n n TM INCHES AT FULL SCALE. �x 1,_ w W W H r v� vi 4i vi C.i ki vs vi vi vi ��'; � W w w W W IF NOT, SCALE 4 -MR .1--Y 0 Ilf ROLL 7 FR 283 J N0 • Y o N 1 1 0 1 N M LL. 1C d 0 Z (,m 0 - Vf m i= Uv)Q ;� m 3 2 0 :N :N o J 10 SHALL NEAT UK SA�UT EIOS'TNNG SIIEWAUC AND CIR CURB, 70 MALL V cr O cr QJ� 4Y$ I- T_% F•- i- Z U �; I 1 � AND fiE�0111E AND O o 0) = W 0) .. a0 w w c (14 1) r- U CEMENT ROLLED CURSI AIIO IN KIND. J v rn `O aC-) Q II - z 1 t SHALL CITY-000) CATCH BASIN. cr_ z 0. o cn n U Q w In i Cr W U V to N U to w cn _ - Q CONTR OWL ALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. »: = 7 H AN _ _ _ SEE DETAIL S1�E1S 24 & 27. :32 LF - 12 : P = :z CB 72 GC 3 C GE CB: 70 32 F 1.2" TORM PIPE S =0.010 Z 1 1 SAINCxJT OR1 &VAY FULL DEP`7H AT LOCATION TO BE MARKED IN (.*B O TYE 2 : CPEP CPE S -0.10: GAS 7HE F'NLD BY TIE WASTEHAUL PAVEMENT AM � � w �, CB 78 :Q W 10" WA TER 10" WA T R 71 - CHANGE TO TYPE 2 REPLACE OR111E�IUY MI ICN�. 300 �' ,`t o E a I °' 300 14 CON SHALL T AT L SAINCUT AND CUPA 285 fl � � 28s .. Z90... .. .. ... ..... ........... .. .. ..... ' .©... + .. O :.. . CB 7 .. ......... :z . ...� ................... ........... :..................... .............................. CON TO CH . NGE -DEEPS I �� o : 6' G A S ;� y W CEMENT CONCRETE VETtTICAL Cl�RB AND REPLACE SIDEWALK IN KIND. 4 •rte W � a W �i 1 I : 6 " GAS " - Q �, 15 C�ONTRAICTM SHALL PROTECT EWTI NG HYDRANT, SIGN, WALL. FENCE. 32 :LF - 12 : S PI - R C : :S =0.005 :EXISTING GROUND N D AD /OR OURIs T101N. 298 ELEVATION o 288 ...... . ... • . .. ................. ..................... . ..... .�... . o VACANT. ................... W .... :... i......:... AISED .. 12 : _ 24 "IE : �, rJ : T , \ ,�\ \� % \� ,�`\ \ \�\� 1© CONTRACTOR SHALL REMOVE, PROTECT. AND REINSTALL E)OS71NG FENCE. / %, / _ 18 CON SHALL AID w sIDEWALK. 290 W `r \ \� \\ ,` \�\ \�� \ / /\ / /� //� /� I Z00 PAVEMMINT, AND/OR CURB. :............. .................:... �,� /.,raj. \�!�\ / :\ \ !\ . / ,,�,� ...... ..........:...................: :..................:...................:.............. .....:........................ :............. ............................. .... 19 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT TRANSITION O \�. : : : : M PIPE S= SEC �'iH CEMENT CURB END SE. SEE DETAIL SHEET :83 L.F. - 24 CPEP STOR 10 27. CB 72 CHANGE 11 •�• \\ : N INVERT - SEE: BELOW 170 L.F. - 24' CPEP STORM PIPE 5 =0.0 IpON SHALL REMOVE. PROTECT, AND RELOCATE SlCwhl. 288: 40 ' : 28s Q; ......... i s ............ :........ ........................................:.............. .........................:..... . .............:.............. ............................... :.............. 21 CON SHALL FIRM A1D INSTALL PLASTIC STOP BAR AID /OR II - o - _- O __ -- _ ® SHALL AND INSTALL CURB RAMP 'ALTERNAV PER Fame 0; 0 _ OON CROSSWAIX �'■' CITY OF RENTOIN STANDARD PLAN NCI. OW I SS LOy11ERED _ BELOW BELOW 3OM WE R :......2..W ZSO M E X ...... . ®CON HALL FlU�SH AD STALL 4'NC S CPACID OEM . .... ... . ... ... ....:...................: ...................1.......... ... .... ............... RELCY3TO .. :.. .......... ..............: ...... ... LOM aTO : .W : ..... ..:. .. .:.. BA MULCH. z - -�5 24 LF - 24" CPEP STORM PIPE S =0.089 42 LF - 24" : CPEP STORM PIPE S =0.10 .. - 19 CON SHALL AND INSTALL ASPHALT .: 40 LF 24 " CPEP STORM PIPES _ 0.005 SEC CEMENT 1FL, CM END SECIMM ,278 _ 30 LF - 24" CPEP STORM PIPE S =0.00 7 ®� SHALL SAlINTARY �E SEMR TO TRIJI�NC ............... i i. :.................. , ...................................................... .....:.................:....... .... : , .......... .... ................:.............. PER CITY SPEMICAIMM " I EXISTING c ROUND 2 LF - 24 CPEP STORM PIPE S =D.*" 0.015 T T ®II DIVE BANITARY UK ��R MMHOILE OF TH S TREE N.E FMNSf�D GRADE ®LIOCA110N OF OO�C1MIa DRANK APPROD�ATE. OCBITRA+CTOIt MILL POTFIM FLOUM 270 00 T �'' 270 TO VaPY LIOCA11011i. ........................:.... .............. ...... ....................... ........... ..... ............................... U) ooll iq if00 17*00 10f00 1 !*00 9DOt00 AS-GMT S11RVEY iTAEO SY x � p p % I'� �i w � i J. �rE" �. 33147 e"UMT11M ON CESioN PLAW gill ON am It W V) W 3 0 W it Z rl a �✓ W 3 _ NZ V 4 NZ 1p NZ C4 C4 NZ N C4 N�' �NHr ry N =� NM- NZ NN FWCm menu W . f ► r U W 10 10 aW I I I h 11 W aW iA 1 1 SN �'r011 W. PMM so for n_ ighwi W �! r C4 00 C,4 N � N n h C4 A p go 0 c 1� N N # C 2 + h+ + + h 4 n " - v� r - r r 00 ao vj • I'�1 ad _j =� W3 , I- �����c� p� WZW Z� W N �� W N N Z�. W N `_ LAJ �� N n u n Z n n n TM INCHES AT FULL SCALE. �x 1,_ w W W H r v� vi 4i vi C.i ki vs vi vi vi ��'; � W w w W W IF NOT, SCALE 4 -MR .1--Y 0 Ilf ROLL 7 FR 283 J O a Cana a Q o O N 1 1 0 1 N M LL. 1C Q p 0 Z (,m 0 - Vf m i= Uv)Q ;� V Z ©Q=jN 5 0 J ;f, o J 10 SHALL NEAT UK SA�UT EIOS'TNNG SIIEWAUC AND CIR CURB, 70 MALL 5 VWjw� n U cr O cr QJ� 4Y$ I- T_% F•- i- Z U �; I 1 � AND fiE�0111E AND O o 0) = (D 0) a0 w w c (14 1) r- � 4 CEMENT ROLLED CURSI AIIO IN KIND. Go v rn `O rn Q II - z 1 t SHALL CITY-000) CATCH BASIN. 0 `� w " �; VALVE 000. T. CASE FRAM TO GRADE. UTILITY COMP - Z° z c_n Q II iii ANY 10 IIrD.IiST GAS VALVES AND/bR CCBI U W w cn U S X~ LA cn � w iii TO COORDINATE. w In i Cr W U V to N U to w cn _ - Q CONTR OWL ALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. »: = 7 H AN _ _ _ SEE DETAIL S1�E1S 24 & 27. :32 LF - 12 : P = :z CB 72 GC 3 C GE CB: 70 32 F 1.2" TORM PIPE S =0.010 Z 1 1 SAINCxJT OR1 &VAY FULL DEP`7H AT LOCATION TO BE MARKED IN (.*B O TYE 2 : CPEP CPE S -0.10: GAS 7HE F'NLD BY TIE WASTEHAUL PAVEMENT AM � � w �, CB 78 :Q W 10" WA TER 10" WA T R 71 - CHANGE TO TYPE 2 REPLACE OR111E�IUY MI ICN�. 300 �' ,`t o E a I °' 300 14 CON SHALL T AT L SAINCUT AND CUPA 285 fl � � 28s .. Z90... .. .. ... ..... ........... .. .. ..... ' .©... + .. O :.. . CB 7 .. ......... :z . ...� ................... ........... :..................... .............................. CON TO CH . NGE -DEEPS I �� o : 6' G A S ;� y W CEMENT CONCRETE VETtTICAL Cl�RB AND REPLACE SIDEWALK IN KIND. 4 •rte W � a W �i 1 I : 6 " GAS " - Q �, 15 C�ONTRAICTM SHALL PROTECT EWTI NG HYDRANT, SIGN, WALL. FENCE. 32 :LF - 12 : S PI - R C : :S =0.005 :EXISTING GROUND N D AD /OR OURIs T101N. 298 ELEVATION o 288 ...... . ... • . .. ................. ..................... . ..... .�... . o VACANT. ................... W .... :... i......:... AISED .. 12 : _ 24 "IE : �, rJ : T , \ ,�\ \� % \� ,�`\ \ \�\� 1© CONTRACTOR SHALL REMOVE, PROTECT. AND REINSTALL E)OS71NG FENCE. / %, / _ 18 CON SHALL AID w sIDEWALK. 290 W `r \ \� \\ ,` \�\ \�� \ / /\ / /� //� /� I Z00 PAVEMMINT, AND/OR CURB. :............. .................:... �,� /.,raj. \�!�\ / :\ \ !\ . / ,,�,� ...... ..........:...................: :..................:...................:.............. .....:........................ :............. ............................. .... 19 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT TRANSITION O \�. : : : : M PIPE S= SEC �'iH CEMENT CURB END SE. SEE DETAIL SHEET :83 L.F. - 24 CPEP STOR 10 27. CB 72 CHANGE 11 •�• \\ : N INVERT - SEE: BELOW 170 L.F. - 24' CPEP STORM PIPE 5 =0.0 IpON SHALL REMOVE. PROTECT, AND RELOCATE SlCwhl. 288: 40 ' : 28s Q; ......... i s ............ :........ ........................................:.............. .........................:..... . .............:.............. ............................... :.............. 21 CON SHALL FIRM A1D INSTALL PLASTIC STOP BAR AID /OR II - o - _- O __ -- _ ® SHALL AND INSTALL CURB RAMP 'ALTERNAV PER Fame 0; 0 _ OON CROSSWAIX �'■' CITY OF RENTOIN STANDARD PLAN NCI. OW I SS LOy11ERED _ BELOW BELOW 3OM WE R :......2..W ZSO M E X ...... . ®CON HALL FlU�SH AD STALL 4'NC S CPACID OEM . .... ... . ... ... ....:...................: ...................1.......... ... .... ............... RELCY3TO .. :.. .......... ..............: ...... ... LOM aTO : .W : ..... ..:. .. .:.. BA MULCH. z - -�5 24 LF - 24" CPEP STORM PIPE S =0.089 42 LF - 24" : CPEP STORM PIPE S =0.10 .. - 19 CON SHALL AND INSTALL ASPHALT .: 40 LF 24 " CPEP STORM PIPES _ 0.005 SEC CEMENT 1FL, CM END SECIMM ,278 _ 30 LF - 24" CPEP STORM PIPE S =0.00 7 ®� SHALL SAlINTARY �E SEMR TO TRIJI�NC ............... i i. :.................. , ...................................................... .....:.................:....... .... : , .......... .... ................:.............. PER CITY SPEMICAIMM " I EXISTING c ROUND 2 LF - 24 CPEP STORM PIPE S =D.*" 0.015 T T ®II DIVE BANITARY UK ��R MMHOILE OF TH S TREE N.E FMNSf�D GRADE ®LIOCA110N OF OO�C1MIa DRANK APPROD�ATE. OCBITRA+CTOIt MILL POTFIM FLOUM 270 00 T �'' 270 TO VaPY LIOCA11011i. ........................:.... .............. ...... ....................... ........... ..... ............................... U) ooll iq if00 17*00 10f00 1 !*00 9DOt00 AS-GMT S11RVEY iTAEO SY x � p p % I'� �i w � i J. �rE" �. 33147 e"UMT11M ON CESioN PLAW gill ON am It W V) W 3 0 W it Z rl a �✓ W 3 _ NZ V 4 NZ 1p NZ C4 C4 NZ N C4 N�' �NHr ry N =� NM- NZ NN FWCm menu W . f ► r U W 10 10 aW I I I h 11 W aW iA 1 1 SN �'r011 W. PMM so for n_ ighwi W �! r C4 00 C,4 N � N n h C4 A p go 0 c 1� N N # C 2 + h+ + + h 4 n " - v� r - r r 00 ao vj • I'�1 ad _j =� W3 , I- �����c� p� WZW Z� W N �� W N N Z�. W N `_ LAJ �� N n u n Z n n n TM INCHES AT FULL SCALE. �x 1,_ w W W H r v� vi 4i vi C.i ki vs vi vi vi ��'; � W w w W W IF NOT, SCALE 4 -MR .1--Y 0 Ilf ROLL 7 FR 283 J W Zx 49 0 W 3 8 4c w I= 3c IN i ft o � U C9 Z Y Z SHEET: 7 OF: 32 ,109 NO.: 00716 DWG: PLANS .-i F� 0 x w N X 0 M 1 V O a Cana a Q o O N 1 1 0 1 N M LL. 1C Q p 0 Z (,m 0 Vf m i= Uv)Q A G V Z ©Q=jN 5 0 m V) N Z ON `� 0 W cc 5 VWjw� n U cr O cr QJ� 4Y$ I- T_% F•- i- Z U O .= N IM Z W Zx 49 0 W 3 8 4c w I= 3c IN i ft o � U C9 Z Y Z SHEET: 7 OF: 32 ,109 NO.: 00716 DWG: PLANS .-i F� 0 x w N X 0 M 1 V N sste °aIz aN O N N Yl s A G s }a � oM IF s . 4Y$ W Zx 49 0 W 3 8 4c w I= 3c IN i ft o � U C9 Z Y Z SHEET: 7 OF: 32 ,109 NO.: 00716 DWG: PLANS .-i F� 0 x w N X 0 M 1 V