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HomeMy WebLinkAboutzS-2775Set8 a 3 I rn r— N _ .. rv.ci Park inci kn - � 3t-" SAWCUT & -PATCH EXST -PVMNT Z .. f j -PER STNDRD. DWG. HR-_3 f G / CU LINE - _ 150 Fonts) �GZ 341 LF may-- - - - - - �SSMH#3J48 "0) z = t- i d. • - J N/ w w ,-------------- - - - - -- 80 PVC �270_00% S H 4 "0 ?_ o ------=---- - - - - -- tIE � I fl) i - - - -- T IE _ _ ] ' r; M 254.60 c w r I -- r Q C Ti :. f _ - -256:80— 1 10' MIN. (TYP.) I: I w I (t6.0' COVER) f ~ z _ _ I ! 20' UTILITY ESMNT. I 0 W Q I~ / 1 c9Z � � I I Ii w 0 z I Z - -- -- - - ( - r �I r Yi r -Ti r -n r- 0 I, - _ � mO I I � �O O Ytp _ I`- T II1 f ( H1 II II –i II II w - I 1i ji IT - - -- - - -- — - -- -- - - -- I �V j 000 0� O o /, o I w - — Z !Y W _ is I .� I �I .- � m / - ,.[< 0 g j �� / j° f i 5' MIN. (TYP.) 6' MIN. (T�P.) I - - II Q 'A - _ r -- - -- - - -- �- - - 25g.�4 - -- f2&1- 2- - - - - -- IE 24 - - - - -- - 1 6524 A I (t9.8' COVER t7.8' COVER <:I /. - 10' UT1LI ESMNT. I ) ( ) �(t6.3' COVER) (f10.2' DOVER) hI o 257.02 rn / I fu Oi r o �—, j °o /. — �-- _ --� — o ! - N _ _U < _ 7174TI 7 < I E— + 14.72 < - U 1- ° ° o Q 2,'i7 8 o p c� 257.8 LF 258 0 258.6 z z 10' _ Q � o f - \, . - - - -- - J / +" i _Tu o / (3- I /' PSMH #2 (48 '0) s / / / a' rY� 1 / `o 20 UTILITY �;MNT. _ aY = _ / ,y C E / r -�- -- cs -- - - - - - - -- - - - - - -- - - --0 - - -- - - / PE D4 r� /1 i" / -,E v, .I ' o _ -_ �' n Q,- 0 - -- R STN DWG ON / / rn i - I = IE _ IE _ / IE _ IE _ ' -BR28 a 264.22 62.74 ' "261.74 / " 260.84 / 260A 6 i ) (t8.5' COVEfj} I (iy12.3' COVEf�) W6.6' ¢OVER' c� t7.6' COVER ° N %� qtr �r nr „r SANiTA)dY SEWERi rr >£ I ? �� 'o -lo �o �o STUB-/PER STfv;DRD. � 0 �. II , 10 20' 40 / \ / � ' �w roN DWG. BR39 'fYP.) � SCALE 1"= 20i / - - -- o o N j a o - o � J �I ##@Y Wcnj. O � ' - Z O to w 5 +00 Ir N � N � D. R. STRONG (.44 Conau/tln� Enyhowrs Inc. $ loaoa Ne 38m auCF, swtE tm arac�ANO, wA 8803(a25) ezi -3083 reoo- 882 -1402 FAX Nk (425) 827 -2423 z ENGINEERS PLANNERS acme s � oo SURVEYORS 3 _FT _FT s � c3J a a N as wv+►p -�7- s7�t —� o 2 - N - - Z - 0, 00 00 n� o :ow FIN. GRA E '0 .L. CL ~ Lo Lo N IAN` NNN N In In CY: -- En En cc I -- EXS . GR DE C.L. - 8" PV U) w_ - - -- - - - -- - .- - - -- -- - - -- -- -- g "0 PVC J S=2.83% ' N - c0 co` co (b W S=1.03% ! i + N N 18 "0 VC ! Z: 001 g Q I II II h to M Ib (O I� N nI N Q 00� :On N - .-O ^ � .nL0 ^ In In IL'ilW ^ � N N N _ N N n ni O^O N � c0O N N of O^ N N - O CIA C.4 N <t � N N F Z O to w 5 +00 Ir N � N � D. R. STRONG (.44 Conau/tln� Enyhowrs Inc. $ loaoa Ne 38m auCF, swtE tm arac�ANO, wA 8803(a25) ezi -3083 reoo- 882 -1402 FAX Nk (425) 827 -2423 z ENGINEERS PLANNERS acme s � oo SURVEYORS YT V V Jy-UU L +00 1 +00 SANITARY SEWER PROFILE 1'=10' WRT• 1 " =20' HORIZ. 290 280 270 . X60 ?50 240 mro /b M vi Ib N N 0 +00 RECOMMENDED FOR APPROVAL �,,,t/VV BY BY �pq BY I I I I I i I I I Cl y, �- 2 7ToL SCANNED OCT - 8" _j 5 . : L SO ®� '> s wv+►p -�7- s7�t YT V V Jy-UU L +00 1 +00 SANITARY SEWER PROFILE 1'=10' WRT• 1 " =20' HORIZ. 290 280 270 . X60 ?50 240 mro /b M vi Ib N N 0 +00 RECOMMENDED FOR APPROVAL �,,,t/VV BY BY �pq BY I I I I I i I I I Cl y, �- 2 7ToL SCANNED OCT - 8" _j 5 . : L SO ®� '> N a�w ® H N a 0 R� z a a SSMH #3 (48 "0) TOP 2OF2 X 4" POS- T GROUND �L= 267.36 I� 5 (TYP.) 37 LF 10 I TOP;'OF 2 "X 4" POS- T 10' MIN. (TYP.) EL= 271.04 GROUND EL= 268.32 20' UTILITY ESMNT. 3'7 LF o --`', o II -4 II -4 X00 rn° I � � o c I 5' MIN. (TYP.) I - IF = IE _ I 259 -24 - -- -- 2 %­24- - - - - -- (t9.8' COVER) (t7.8' COVER) N � 1.6 3 N 128 ° 0 F, 2525 8 - 10' T = 1E = 8 "0 P� SAWCUT LINE M, Ld • I 1 t_ ,,TOP OF 2 "X 4" POS 1 EL= 275.36 p OF 2 "X 4" POST i GROUND EL= 272.79 27/8.82 35 CT UND EL= 276.15, I f` F ! - 1- W ° o= l II ° o - I 6' MIN. ('V.) � �1 A IE = IF -� 4 - - -- - �6- 5724 - - - - -� (i6.3' COVER) C CA (±10.2' COVER) - 1w CD A _ P IF / = 14.72' < /IE __ ° _ 31 258 4 0 /' 258.6 - �,q o i r w - -- w C) cn o 20- .UTILITY MNT.� ° ° ps C7 -- - n--- - - - - -- - -- -�', _ -L '�� ° �- - - -- - - -- -SSMH 1 4 4 �E 0 ° � a c:IE _ � BR28S(T D DWG. �- .E IE E 60 IE _ i N 0) c 264.22 26274 261.74 2 i �I o _ - - (f6.1�CO.V --�- (f7.6' COVER) (t8.5' COVER) (fl'2.3' COVE ) 260.16 / ( -16.6' COVER)' �o 0 o o N o Z�Y II LL� m IIIIIIZ I N III w f _ ww o o 00 U U L U � a a a z M O 0 20' 40' SCALE: 1 " = 20' CO III N 5 +00 4r00 �P� WAS U D. R. STRONG v No Consulting Engineers Inc. 10604 NE 38th PLACE, SUITE 101 AS -BUILT DRAWING KIRKLAND, WA 98033 3 .s� (425) 827 -3063 1- 800 - 962 -1402 O� s FAX NO.' (425) 827 -2423 ZONAL ENGINEERS PLANNERS '-2° 0 SURVEYORS � 3/7/00 w-10 a7 -2775' FF- 274.0, IOP OF 2 "X 4" POST TOP OF 2 "X-'4" POST SANITARY SEWER% TOP OF 2 "X 4" POST EL= 273.46 EL- 274:19 %LOT 2 STUB /PER STNDRD. TOP OF 2 "X 4" POST i` EL= 271.21 GROUND EL_- 69.76 GROUND EL= 271.06, DWG. BR39 ,(TYP.) 'EL= 280.88 GROUND EL= 269.67 0 37 LF % GROUND E­ 78.56 4 LL " 45 LF TOP OF 2 "X 4' POST 1 F Y LOT 4 EL= 276.49 LOT 5 FF =270.0 LOT 1 FF -270.0 , LOT 3 GROUND EL= '274.07 FF =280.0 y FF =272.0 2 F Wn_i Z Q __- ...- __ -_ -._ __ -_- -_ - _.._ -- __..__ -- -_ -1290 tC} U U 2 LLN F -I- �SAWCUT & PATCH EXST. PVMNL o I PER STNDRD. DWG. HR -23 a i., + Lo co D DD F _ 40 LF - - - - - - -- M FIN. G GRA E E 0 . .L. - - w W SSMH #4 (48 "0) _ w 86 PVC - - - ` -- -- �- - - - -- - -- - - -- - - �1- LF�i -fa Z TOP OF 2 "X 4' POST w W No - X:_4 .'POST TOP OF '2 "X $ "1P( IE = 254.60 S- 20.00% I Li Q CD EL= 260.98 GROUND EL =258.76 � 260.04 aGR(5UND_EL- EL =264,A -- GROUND EL= 2 60.45 TOP OF 2 "X 4" POST . F = _ 1 258- - 2 EL= 265.20 ( I t6.0' COVER ) w C.L. GROUND EL =261.0 " wz o - 8 n - -- - Cm) -- - - - - - -- - - 1 5 L S S= . Wz z w 8"0 P P V I _ Q TOP OF 2 "X 4" POST rn I �i 8 "0 P PVC EL= 267.90 I °'_ Li Of 01 - - GROUND -EC= 263.12 -. o s - LLJ 13 LF 1-0 O 0:� " -- C) - - - - -- - t I N _ 10' UTILI VC L u7 r r O O) tESMNT. W Q - f 57 D _01 (j) o 0 a' /4 0 - w cw - N o O p O I O oi �Q SSMH #2 (48 "4) i \� SSMH #3 (48 "0) TOP 2OF2 X 4" POS- T GROUND �L= 267.36 I� 5 (TYP.) 37 LF 10 I TOP;'OF 2 "X 4" POS- T 10' MIN. (TYP.) EL= 271.04 GROUND EL= 268.32 20' UTILITY ESMNT. 3'7 LF o --`', o II -4 II -4 X00 rn° I � � o c I 5' MIN. (TYP.) I - IF = IE _ I 259 -24 - -- -- 2 %­24- - - - - -- (t9.8' COVER) (t7.8' COVER) N � 1.6 3 N 128 ° 0 F, 2525 8 - 10' T = 1E = 8 "0 P� SAWCUT LINE M, Ld • I 1 t_ ,,TOP OF 2 "X 4" POS 1 EL= 275.36 p OF 2 "X 4" POST i GROUND EL= 272.79 27/8.82 35 CT UND EL= 276.15, I f` F ! - 1- W ° o= l II ° o - I 6' MIN. ('V.) � �1 A IE = IF -� 4 - - -- - �6- 5724 - - - - -� (i6.3' COVER) C CA (±10.2' COVER) - 1w CD A _ P IF / = 14.72' < /IE __ ° _ 31 258 4 0 /' 258.6 - �,q o i r w - -- w C) cn o 20- .UTILITY MNT.� ° ° ps C7 -- - n--- - - - - -- - -- -�', _ -L '�� ° �- - - -- - - -- -SSMH 1 4 4 �E 0 ° � a c:IE _ � BR28S(T D DWG. �- .E IE E 60 IE _ i N 0) c 264.22 26274 261.74 2 i �I o _ - - (f6.1�CO.V --�- (f7.6' COVER) (t8.5' COVER) (fl'2.3' COVE ) 260.16 / ( -16.6' COVER)' �o 0 o o N o Z�Y II LL� m IIIIIIZ I N III w f _ ww o o 00 U U L U � a a a z M O 0 20' 40' SCALE: 1 " = 20' CO III N 5 +00 4r00 �P� WAS U D. R. STRONG v No Consulting Engineers Inc. 10604 NE 38th PLACE, SUITE 101 AS -BUILT DRAWING KIRKLAND, WA 98033 3 .s� (425) 827 -3063 1- 800 - 962 -1402 O� s FAX NO.' (425) 827 -2423 ZONAL ENGINEERS PLANNERS '-2° 0 SURVEYORS � 3/7/00 w-10 a7 -2775' FF- 274.0, IOP OF 2 "X 4" POST TOP OF 2 "X-'4" POST SANITARY SEWER% TOP OF 2 "X 4" POST EL= 273.46 EL- 274:19 %LOT 2 STUB /PER STNDRD. TOP OF 2 "X 4" POST i` EL= 271.21 GROUND EL_- 69.76 GROUND EL= 271.06, DWG. BR39 ,(TYP.) 'EL= 280.88 GROUND EL= 269.67 0 37 LF % GROUND E­ 78.56 4 LL " 45 LF TOP OF 2 "X 4' POST 1 F Y LOT 4 EL= 276.49 LOT 5 FF =270.0 LOT 1 FF -270.0 , LOT 3 GROUND EL= '274.07 FF =280.0 y FF =272.0 2 F Wn_i Z Q __- ...- __ -_ -._ __ -_- -_ - _.._ -- __..__ -- -_ -1290 tC} U U 2 2 r i., + Lo co D DD F N cn - SAWCUT LINE M, Ld • I 1 t_ ,,TOP OF 2 "X 4" POS 1 EL= 275.36 p OF 2 "X 4" POST i GROUND EL= 272.79 27/8.82 35 CT UND EL= 276.15, I f` F ! - 1- W ° o= l II ° o - I 6' MIN. ('V.) � �1 A IE = IF -� 4 - - -- - �6- 5724 - - - - -� (i6.3' COVER) C CA (±10.2' COVER) - 1w CD A _ P IF / = 14.72' < /IE __ ° _ 31 258 4 0 /' 258.6 - �,q o i r w - -- w C) cn o 20- .UTILITY MNT.� ° ° ps C7 -- - n--- - - - - -- - -- -�', _ -L '�� ° �- - - -- - - -- -SSMH 1 4 4 �E 0 ° � a c:IE _ � BR28S(T D DWG. �- .E IE E 60 IE _ i N 0) c 264.22 26274 261.74 2 i �I o _ - - (f6.1�CO.V --�- (f7.6' COVER) (t8.5' COVER) (fl'2.3' COVE ) 260.16 / ( -16.6' COVER)' �o 0 o o N o Z�Y II LL� m IIIIIIZ I N III w f _ ww o o 00 U U L U � a a a z M O 0 20' 40' SCALE: 1 " = 20' CO III N 5 +00 4r00 �P� WAS U D. R. STRONG v No Consulting Engineers Inc. 10604 NE 38th PLACE, SUITE 101 AS -BUILT DRAWING KIRKLAND, WA 98033 3 .s� (425) 827 -3063 1- 800 - 962 -1402 O� s FAX NO.' (425) 827 -2423 ZONAL ENGINEERS PLANNERS '-2° 0 SURVEYORS � 3/7/00 w-10 a7 -2775' FF- 274.0, IOP OF 2 "X 4" POST TOP OF 2 "X-'4" POST SANITARY SEWER% TOP OF 2 "X 4" POST EL= 273.46 EL- 274:19 %LOT 2 STUB /PER STNDRD. TOP OF 2 "X 4" POST i` EL= 271.21 GROUND EL_- 69.76 GROUND EL= 271.06, DWG. BR39 ,(TYP.) 'EL= 280.88 GROUND EL= 269.67 0 37 LF % GROUND E­ 78.56 4 LL " 45 LF TOP OF 2 "X 4' POST 1 F Y LOT 4 EL= 276.49 LOT 5 FF =270.0 LOT 1 FF -270.0 , LOT 3 GROUND EL= '274.07 FF =280.0 y FF =272.0 2 F Wn_i Z Q __- ...- __ -_ -._ __ -_- -_ - _.._ -- __..__ -- -_ -1290 tC} U U 2 2 r i., + Lo co D DD F N cn - - - - - - - -- M FIN. G GRA E E 0 . .L. - - _ w T G CO - w W W t to I II II GRDE C C.L. w C) cn o 20- .UTILITY MNT.� ° ° ps C7 -- - n--- - - - - -- - -- -�', _ -L '�� ° �- - - -- - - -- -SSMH 1 4 4 �E 0 ° � a c:IE _ � BR28S(T D DWG. �- .E IE E 60 IE _ i N 0) c 264.22 26274 261.74 2 i �I o _ - - (f6.1�CO.V --�- (f7.6' COVER) (t8.5' COVER) (fl'2.3' COVE ) 260.16 / ( -16.6' COVER)' �o 0 o o N o Z�Y II LL� m IIIIIIZ I N III w f _ ww o o 00 U U L U � a a a z M O 0 20' 40' SCALE: 1 " = 20' CO III N 5 +00 4r00 �P� WAS U D. R. STRONG v No Consulting Engineers Inc. 10604 NE 38th PLACE, SUITE 101 AS -BUILT DRAWING KIRKLAND, WA 98033 3 .s� (425) 827 -3063 1- 800 - 962 -1402 O� s FAX NO.' (425) 827 -2423 ZONAL ENGINEERS PLANNERS '-2° 0 SURVEYORS � 3/7/00 w-10 a7 -2775' FF- 274.0, IOP OF 2 "X 4" POST TOP OF 2 "X-'4" POST SANITARY SEWER% TOP OF 2 "X 4" POST EL= 273.46 EL- 274:19 %LOT 2 STUB /PER STNDRD. TOP OF 2 "X 4" POST i` EL= 271.21 GROUND EL_- 69.76 GROUND EL= 271.06, DWG. BR39 ,(TYP.) 'EL= 280.88 GROUND EL= 269.67 0 37 LF % GROUND E­ 78.56 4 LL " 45 LF TOP OF 2 "X 4' POST 1 F Y LOT 4 EL= 276.49 LOT 5 FF =270.0 LOT 1 FF -270.0 , LOT 3 GROUND EL= '274.07 FF =280.0 y FF =272.0 2 F Wn_i Z Q __- ...- __ -_ -._ __ -_- -_ - _.._ -- __..__ -- -_ -1290 FF- 274.0, IOP OF 2 "X 4" POST TOP OF 2 "X-'4" POST SANITARY SEWER% TOP OF 2 "X 4" POST EL= 273.46 EL- 274:19 %LOT 2 STUB /PER STNDRD. TOP OF 2 "X 4" POST i` EL= 271.21 GROUND EL_- 69.76 GROUND EL= 271.06, DWG. BR39 ,(TYP.) 'EL= 280.88 GROUND EL= 269.67 0 37 LF % GROUND E­ 78.56 4 LL " 45 LF TOP OF 2 "X 4' POST 1 F Y LOT 4 EL= 276.49 LOT 5 FF =270.0 LOT 1 FF -270.0 , LOT 3 GROUND EL= '274.07 FF =280.0 y FF =272.0 2 F Wn_i Z Q __- ...- __ -_ -._ __ -_- -_ - _.._ -- __..__ -- -_ -1290 .. I N N N N N _ N - �_, I I 3 +00 SANITARY SEWER PROFILE 1"=10' VERT. 1"=20' HORIZ. 17 2:2 S- ?7503 1 +00 > j ao D_ a Lr) GJ o v r� c =0 U') 01 to N LO LO SCANNED MAR 3 0 2000 280 270 260 250 240 0 +00 RECOMMENDED FOR APPROVAL BY BY BY tC} U U 2 2 r i., + Lo co D DD F N cn - - - - - - - -- M FIN. G GRA E E 0 . .L. - - _ w T G CO - w W W t to I II II GRDE C C.L. -_ - - 8 - -� - - -- - -- - - - - - -- - - 1 5 L S S= . .98% 8"0 P P V 8 "0 P PVC - - t L - - - - -- - t I N N O O O 8 V VC L u7 r r O O) 3 +00 SANITARY SEWER PROFILE 1"=10' VERT. 1"=20' HORIZ. 17 2:2 S- ?7503 1 +00 > j ao D_ a Lr) GJ o v r� c =0 U') 01 to N LO LO SCANNED MAR 3 0 2000 280 270 260 250 240 0 +00 RECOMMENDED FOR APPROVAL BY BY BY