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HomeMy WebLinkAboutD-288429WF- W Oai W_ O N H � W 2 aq r J 1 cx r u s C SE CORNDER OF NE 7TH ST do FERNDALE CT POINT OFFSET ELEV. DESCRIPTION 00 0 (FOC) q' V- OWtO � BEGIN N R= 20.00 PC 20 +06.32 36.00' RT 293.70 0 = 90' 00'00" 1/2 A 20 +12.18 21.86' RT 293.76 L= 31.42 PT 20+26.32 16.00' RT 293.82 CENTER: END 46.39' RT 295.96 20 +26.32, 36.00' R POINT OFFSET ELEV. DESCRIPTION 00 0 (FOC) q' V- OWtO � BEGIN N R= 25.00 PC 22 +71.13 16.00' RT 295.34 A= 88' 09'25" 1/2 0 22 +88.17 23.17' RT 295.62 L= 38.47 PT 22 +95.26 40.46' RT 295.89 CENTER: END 22 +95.34 46.39' RT 295.96 22 +71.13, 41.00' RT in n�a FC4 �04 V t n ID 8 N F- N W Z 5�0,_ CB NQ. 68 : CB CVO. 66 w I –62 CB -63 6 „GAS 12"IM TOP EL 72.48 300 : �, 290 . 290 : 1' a 290 - 300 ........... ...................... :...... �... ..... .. -- ...... ..... ............:...................:....--------------.. ...................:........... .. .... ..- . ....:......... .......:...................:...................:................ ...:........_..........:- - -��.1 4i,,..:... ........ :.... ............:................ wileZ (}� 1 1 2” 1NA T R LLJ F 1 C,�� 11 I;? 32 LF – 12" CPEP STORM PIPE 32 LF = 12 CPEP STORM PIPE S =� 0.0126 `— 33 LF – 12" CPEP STORM PIPE : Y ` : S=D-08Q O.Q'116 �_, 295 : S= �$a,0.0482 7,.7,.,7 - ;�;T :; 17 V/ ; ��; ��i /� �� /���% i �\ \l.\ \� 295 �� i r� i SS RAISED = : SS RAISED = SS RAISED : : ABOVE STORM _ ABOVE STORM ABOVE STORM I : 290: 75 L.F. -- 24" CPEP STORM PIPE S= 0.010 290 ... ........... F..24 CPEP STORM 5= .0010 ........ .... . ........ 0. ... ....................... ....... ; ...... .......... _ ...................... . . ......... 180 L :0 .0 - - - - --- - -- - . � S 285 ,I wE 285 . ....... . ..... .. . ,.. .. . ............. .. . . ............... . ...................................... . �.....I.. �.- ..1.�....F.v�, ....... ...................... ....... ...................... . ; . . . . - . . . I � Ry `_4 MIFF? .45 L.F. – 24" CPEP STORM PIPE 6,7 L.F. – 24 CPEP STORM PIPE S =0.017 280: 280 S =0.02 280 .... ..:.. :.... ..................................:...................:.. .................:....... - -.... ...:--................................ .....:......................... ........... ... ........... :y.................. :.......118 L.f::.j..24" CPEP- -S Pee- S=0.01 ....................... 7 275 270 ... . . .... ...... 265 tWI'j? q �llnflll �C ^ ^ ^ ^ Y it 0 4 Q Q 4 O 00 Ilk Ogg �. �n ; I N 16- We �C4 N� NN N� n N� �DOO NOS W W r W rlz w • N N N N N T,' N• 2 + WWy� 40♦ W W ♦ WW 40♦ ��W 408A �W • .� .� J r x Y! r; ,x; ,r � _J J ZN 1jW3Z ON WW 3Z N WWI N La oat h W&a 2 L� < • V V1 • 264 3 84 � t R t + ` Z � CC 0- N N l l R • N N 20 10' 0 20' 40' BQAQWAY A- SIQBM DRAINAGE NO 0 CONTRACTOR SHPIL 11131IOVE NO WASIEHAUL. El NS W&U. CATCH MA Olt S • ORM • CONTRACTOR SHML CCINIECI'EMIlal WK PIPE TO NEW STM r RM PIPE " FERNW ADAFIER. © CON7RACT0R SHAILL CUT r CONNECT EXISWC S • DRAW PIPE • NEW CATCH BASK © • • ] CONFLICT. CONTRACTOR • • 1 SEPARAIM KIWW1 UTILIMM CONTRACTOR SHALL REMOVE AND WASTEHAUL STORM DRAW PIPE O CONTRACTOR SHALL ABANDON • 1 BASIN OR • PLACE. WATER 8 CONTRACTOR SHALL POIHOLE70 VEIIIFY DEPTH AND LOCATION OF flow! ]' LINE •• NFLICTS 0 THE WTALLAT!ON OF THE CATCH BASIK 7HE WATER LINE SHALL BE R-CLOCA70 PER THE CITY ' x1 • Q CONTRACTOR SHALL REMOYEe • AND RELOCATE a O.. 1� • 1 K WAU.* AND/OR ROCKERY. COORDINATE PROPERTY OVINERL CONTRACTOR SHALL NEAT LJNE SAWCUT 0 MO—I AND(10lt CURB, AND P13KM AND WASTEHAUL CONCRETE CONTRACTOR • «] ] CONCREIE . ]1 CUM AND REPLACE SIDEWALK IN KIND. CONTRACTOR SHALL ADJUST EWS CITY-0084ED MANHOLE, CATCH BASIK VALVE ON . MONUMENT CASE FRAME M GRACE. U71LJTY CIOMP- ANY TO ADJUST w VALVES AND/OR TELEPHONE MANHOLES. CONTRACTOR TO COORDINATL 19 CONTRACTOR SHALL FURNISH AND WSTALL CEMENT CONCRETE - • • ] DETAL SHEETS SAWCUT L) ul 5 11511 WK DRIVEWAY FULL DEP7H AT LOCA71ON M BE MARKED IN FIELD ENISI PAVEMENT AND REPLACE ENRY IN KIND. CONTRACTOR SHAU. NEAT UNE SAWCUT EWS SIDEWALX AND(IOR CURL 1 REMOW AND ] O.O.W.MFEE CONTRACTOR IN) INS ALL CEMENT IE VERTlCX CUM AND REPLACE SIDEWALK IN KIND. ® CONTRACTOR SHALL PROIEcr EXI!STING HYDRANT. SIGN. ] ANDAR DURING • • ►. RUC7ION. 15 CONTRACTOR ',] • • 1 RMWALL MTING FMM WfMACM SHALL REMOVE AM WASTMA& EWING SIDEWALK. PAVEMENT9 1 • CUM 19 CONTRACTOR SHALL AND INSTALL CEMENT CONCI It 7RANS17M SECTION VWTH CEMENT CONCRETE CUM END SECnONS. SEE DETAL SHEET WNTRACM SHALL REMOVE, PR0IECr,, AND RELOCATE DISI SIGN. CITY OF RENTON STANDARD PLAN NO. 0051 CONIRACM SHALL 100111 AND WTALL 4-4NCHES COMPACTED DEPTH BANK MULCH. rr T iii"' SECTION CEMENT 1• ♦ IL CM END . ►. CONTRACTOR SHALL CM14mul SANITARY SIDE SEIIElt 70 DOSING IRUNK PER CITY 11PECIF - V.. F*30OVE SANITAKY WE ] • r� • • Of • ORM AFlPROXWlE. CONTRACTOR WALL POPHOLE • VWV LIWO-WIGN. AS -BUILT AS�I�ILT itlRVEY iTAM'ED BY DEIIINS J. rIE1lCE,'LU 33147 ��` ���s � �� �� ON ?!1� NOTE - P Mss MM For by City. s.. cam. Pkm for Door • c.' .'. � r • �Mt� WN 2 t 0 1 w 20 Two MI(:MES AT FULL. SCALE. IF NOT, SCALE ACCORD09LY 'in; n • .2 8pyJ9 r] w w -� Z zS W Z C) 0 n 33 3 O a ' Y 00 0 FW- q' V- OWtO � N M Y V'f � O 3 m F=- UN> U cr O cn; •moo S LD C%4 CC 0 O a =� }Z W U U U .� C4 M �Z Y O J S U Ir a a w a � O VUf � U 33 3 O a O 000 Q 00 0 FW- q' V- OWtO D -' OO >-Z cn V'f � O m F=- UN> U OO�_jc O cn; •moo S LD C%4 CC 0 O >�WV Of }Z U U U .� C4 M 6 Z - ti on �o oo� K '_ RA (a z I 1�1S <Y� fog, :Z x� SHEET: 8 OF: 32 J08 NO.: 00716 DWG: rLMN • 0 N rzn 0 w 0 rn cn 0 M_" mc I vim.• o m CS 'M 4