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HomeMy WebLinkAboutSWP2702884.20co Au Ift IAI y RAW y n z w n 0- LLJ LLI U o w w U tilit U U � F- N N _ _ J LL _ rq C-0 J W O _ NN n -- _j z_ - N Ln U N o 00 m W o N f co N0000 — + II O 0) 00 00 N N co Q� O tn+ II m+ II �� m + N wn � w c� j U N W ozQ CNN LLJ U) W �� �nQ � Q w� -u UVj E— wccn cr W w c EX 12" CC STORM KEPT IN SERVICE ti M N I till J C.4 W " � N 2 t- M 04 N >_ O Z � J�xc.1.j ~ -_ QNO II II W NO N � [I� � w Q + Q 0 O N J N �zcl� II z w w� F- ( Q 11 W W m¢ N X Q to N W -i U (n 0_ .- Iw cn W cn I W II QQ:2_ 00 U U)� FrOO N QN1 ! T/�i EX. CB TYPE 2 STA. 27+06, 24' LT RIM EL= 301.48 12"CC E IE= 295.37 ACTIVE 12"CC W IE= 293.12 ACTIVE 8" CC N IE= 297.79 ACTIVE 6" CC E IE= 293.95 ACTIVE 6"CC NW IE= 298.16 ABND 6" CC E IE= 297.83 ABND -6" CC S IE= 297.68 ABND 0 EX 12" CC STORM KEPT IN SERVICE W W Z 10 — 61, I -i �� t/� ROADWAY & STORM DRAINAGE NOTES O — _ D 72" c — — — _ NE 7TH STREET 4 110 4 , W AN WASTEHAUL EXISTING INLET CATCH � ��� —10 �; � � � I � 20 D W O1 CONTRACTOR SHALL REMOVE D , D ,� 12' CC — — — � BASIN, OR STORM DRAIN MANHOLE. N oo - - _Z__- ° ° To - �- - - 2 CONTRACTOR SHAD_ CONNECT EXISTING DRAINAGE PIPE TO NEW STORM _, - - _ �__� 22 �� �r �T O w I , 1 BUS _ _ O DRAIN PIPE WITH FERNCO ADAPTER. _ 5 ---- -- _ - W 12 " �� 4 c�� ♦ O3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO 12" �- NEW CATCH BASIN. 5 � - - --- - W� -- W - 12" PVC - ; _ - - 00 LL1 6„ ST/P 5 6 26+00 S 2� N O4 CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM Z - - -- - + - - - - - G _ ____ - _____ 2 0 BEL W ST D OF EXISTING STORM DRAIN PIPE . . e a a � o J ------- - 5 CAUTION: POTENTIAL U11UTY CONFLICT. CONTRACTOR TO USE ETHAFOAM - -�- - T --- 00 6" STIP ~ O PAD AS SEPARATION BETWEEN UTILITIES. _ - C G G O -� 4� - HAUL EXISTING STORM DRAIN PIPE. � CONTRACTOR SHALL REMOVE AND WASTEHAUL r ss 27+8 W 0 - r -�1\ \ Q� --- - - - - - -- - - iG _- - L I I CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE. //^^ I C _ _ 4-- 4 O8 CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION OF EXISTING WATER LINE. IF THE WATER LINE CONFLICTS WITH THE INSTALLATION OF — — —\— — — _ — _ — — — -- �J, 20 THE CATCH BASIN, THE WATER LINE SHALL BE RELOCATED PER THE CITY \ 10 n 15 18 10 SPECIFICATIONS. CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING w SE CORNER OF NE 7TH ST & HARRINGTON AVE NE - I SEWER MAIN LANDSCAPING, BLOCK WALL, AND/OR ROCKERY. COORDINATE WITH w O ' z ABANDONED N N 0 U ~ F- ti M 04 N O N W _ N w L0 N W in N 00 N S 00 > I- m N + co � LiIJ � U c - ( N U N N N W n Z z W Z � Q cn cn m � PROPERTY OWNERS. u F- AA b �O 10 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB, #` 20 J - " AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL CDLLI _CD _ �n �"0 Co J.15 CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND. _z �- I �- S �O z 06 I I Q N r; M_ �� 11 CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN, + Ln + "' + v + LLJ + II o Ln + VALVE BOX, CLEANOUT, MONUMENT CASE FRAME TO GRADE. UTILITY COMP- `' I o `�, o " I � N Q N J o o N ANY TO ADJUST GAS VALVES AND/OR TELEPHONE MANHOLES. CONTRACTOR W z TO COORDINATE. m F__ - N x x Q - L- U c" w I o cn c) cn I w w w v � 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. U cn � w cn w cn SEE DETAIL SHEETS 24 & 27. 13 SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN 12 L.F. - 1 STORM :PIPE S-0.010 I 44 L;F. - 18" CPEP THE FIELD BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND CB-58 - S= CB N0. 56 STORM PIPE S=0.010 CB NO. 59 Z L CPEP CB-57 - REPLACE DRIVEWAY IN KIND. z 14 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB, 310 - W 310 AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL > 295 ..... _ 30Q.. ... ..... ... ................... ........ Q ..........__ ........2A............ _ ............. SIDEWALK IN KIND. - 8,'W TOP EL 300.42 ATE z NWALL FENCE 12" CEMENT CONCRETE VERTICAL CURB AND REPLACE CB N0. 60 10 W TOP EL 299.08 ��8" W W R o 15 CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIG , 0 12" w AND/OR LANDSCAPING DURING CONSTRUCTION. 0 00 w \ ,. 12"WATER C-0 Q �' / �// /\\\\� 305 16 VACANT. N 305............... ................. ......... ............:......... ...:...<.................. �.........._._............. :...........�71, \,��� ... _.... .... 6"' GAS - 12" D = _ \�\ CPEP 17 CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL EXISTING FENCE. STORM S O-G�Q 345 31 L.F. ROUND = 12 ST : / o AND WAS EXISTING G ORM \/\�� S,0 06 TEH UL R M 00 2 5 20 L.F. - 12" CPEP O LL REMOVE A EXISTING SIDEWALK, STORM PIPE S=0.015//� i : /� ��/�0a P\PE PAVEMENT, AND/OR CURB �� F 18 CONTRACTOR SHA LK ELEVATION , . 5 � - 300 :TOR 300 \/�/�//`/� c� .. ...:....... . .......: :.. . CORM........ 19 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE TRANSI110N : \\r\\ �`� CC SECTION WITH CEMENT CONCRETE CURB END SECTIONS. SEE DETAIL SHEET ....................... �X 2 _ \\/ CONTRACTOR SHALL REMOVE. PROTECT, AND RELOCATE EXISTING SIGN. 27. AR 20 VE T 295\�7­717-17- \\\�\\`��/\\/\\/\/\/\ / 186 L.F. - 24" CPEP STORM PIPE S=0:011 O NISH AND INSTALL PLASTIC STOP BAR AND/OR X w 21 D CROSSWALK MARKINGS SS LO ERED CONTRACTOR SHALL FUR ............................. 0:01.7.......:.......:...................:.................. ................. .... T 298 83 ............... . -_ ---- 118 L.F. y 24 CPEP :STORM PIPE :S — 6 EL �J CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER EX - CITY OF RENTON STANDARD PLAN NO 0051 2 L.F. - 2 - STORM PIPE INCHES COMPACTED DEPTH -- EX.: 12" PVC SANITARY SEWER -. BELOW STORM -0 030 290 23 CONTRACTOR SHALL FURNISH AND INSTALL 4- 290 - - - - -- - - BARK MULCH. 24 4 CPEP TO --- --- 0 S .................................. __ _r.-...-----............................................ ........................ .---- .. - - - - ® CONTRACTOR SHALL FURNISH AND INSTALL ASPHALT CO NCRETE TRANSITION X. 12" PVC :SANITARY SEWER : EX. 12" PVC 30 L.F. - 24" - CPEP STORM PIPE SEC110N WITH CEMENT CONCRETE CURB END SECTIONS. SANETARY SEWER: S:=0.042 ®5 CONTRACTOR SHALL CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK PER CITY SPECIFICATIONS. 285 ....... _ ..: - MANHOLE .................................................._....�..............................................__ ........._ _..........................................................--------......................:.... .. ..... REMOVE SANITARY SIDE SEWER EXISTING GROUND C .0E 7TH STREET N.E. ©7 LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE FINISHED GRADE TO VERIFY LOCATION. OWUNE RIGHT280 280 ...:...................:----...............:...................:...................:..............--••-=-----.........--..:...................:..................:................... ... ..........:...... ..........:........ ........ ................ ............ - .......... . 0 N AS=BUILT 275 POINT OFFSET ELEV. DESCRIPTION (FOC) BEGIN R= 25.00 PC 27+02.00 41.00' RT 301.49 0 = 89" 59'54" 1 /2 ,L 27+09.33 23.32' RT 302.15 L= 39.27 PT 27+27.00 16.00' RT 302.82 CENTER: END 27+27.00, 41.00' RT 24+00 z 25+00 26+00 z 27+00 z Y � ^ `s W Q U ^ U Q ^U ®0 �w wzz�cn p� carN� W� �� �o� �MM co -10 '1.4 d 00 i >> j> j p nj 00 Lq M i M N(n L O c cn M C4 N C1 0 W J p N N 04 D u M N N c•) N N J N N - - N _ F- N N N - N= N= N 0E- ~ N N N p Ln N 0 N p O H O N N 00 00 00 W J O 00 � � ~ r- W_ 00 W J a) O d O_ N `n Co W JO J in w Ln LO 0) 0) 0) 0501 ZCX5 0 Ln O O d O ~ O N N O S r j O0 CCU � �- tC) N p� NN =� N�� >� �CO�nNC° ,rjZr >o oa o II r7N II 00z00 II II II II � + II 0-) 0) V) + II o0066 LnD+ II II w N cn + II r�N �z o I! Ww Ln�+ li ww ,n�+ II WW W_W_ n� ao� ° ��0)�0) 0(0 w_W cn� 0-)0-)�p + - O J - N J N N N J N N CN N N D_' N J N C N N O r J W N J � N W O W W 3: z � w Q_ N W V) z W W Z O W�(nwz f w �Q II II zz cf) II z z< Z=Q �' - nQ II II x �wwwww m~a -��op xF_ Q ��d mF- -_t -1- c.)§cn OfNNNN wcn �w W n D U�tn �NN� W(n Q W U� (n �NN U(n CNN 275 28+00 AS -BUILT SURVEY STAMPED BY DENNIS J. PIERCE, PLS# 33147 ON 2/14/02 ORIGINAL SIGNATURES ON DESIGN PLANS NOTE- Plans Redrawn, Items Removed For Clarity by City. See Constr. Plans for Original Design RECOMMENDED FOR APPROVAL By: - Gary Schimek Date: 8/30/01 Ronald Straka �30� By: Date: By: Bnh Hahn Date: S/3A/Q, � By: Date: 0 1" 2" TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY 0 0 00 o u� N00 Uj N Ld O z o 0_ 0 III W Oz o J 00 w rn 0 CD D Z z z J Q O o w� U w Q W Y 7) _> y: 0_ 0 o Q W > LLJ _j z Y U O 0' F- Q Q W 0_ Q U 0' _ 0_ p CO p U Q �� � 3 p a_ 0 000 o Q 0 oQ0 o w N i''�L_O N o O 0 > O ) cn m � F- M m U V) � 0 U p F-- D' O p LLJ ~ Z O F Qom (n (n mO ZO > O CN (n j�pWO p U W � o_Q� U U U r i I° r N r-i z W o Z H Z Z LLl > L, O� �Q a� o Z� WO O� W+ Co J W CL _ IL o ce z O W o Z t- LL.� Z ao Z'T O D a a N a� QO � z 0 CL Vot- U � r Z Y V! W z SHEET: 9 OF: 32 JOB NO.: 00716 D WG: PLANT SCANNto AeR 2 2 xe° � r / , - x& 0 .?ff