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HomeMy WebLinkAboutSWP2702884.25• 0 20' 4! � i- N O O ti J CO M M F J a-0 O J ^ Y _ N U �D r7 r7 0 N 00 M m r� F- n 0) 0-) `) I I `+ w CD cn z z - z z ROADWAY & STORM DRAINAGE NOTES wi � z U) U cn cn 0� N U cnW� 1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH SEE_ SHEET 13 � BASIN, OR STORM DRAIN MANHOLE. MONROE AVENUE W O2 CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM \� _ W DRAIN PIPE WITH FERNCO ADAPTER. T 14 = 3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO Vi O NEW CATCH BASIN. �, 14 — — — — — —}1 II L _ —_ �__ -- - T — 4 CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM L - - p L— O - - - -- - — --- — ---- END OF EXISTING STORM DRAIN PIPE. -�— >> SD ABANDONED D 12' CC W 7 ® -- \-l' - T T D G /2 CC O5 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE ETHAFOAM - - D 4 PAD AS SEPARATION BETWEEN UTILITIES. - -- - �� =- D 12" CC I 0� 12" CC SD ABANDONED D 5 D D 48 Q 47+00 O O6 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. D - -- G + daO �:VL J D D ■ 46+00 ~ _ — -- - — - - --- + (DCONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE. �' ■ 45+00 - -- - -00 c -- - - -- S v '� OS CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION OF EXISTING -- -_- -- - - WATER LINE. IF THE WATER LINE CONFLICTS WITH THE INSTALLATION OF - ---- ----- — --- S - - -- -- -- , THE WATER LINE SHALL BE RELOCATED PER THE CITY 12 VC VC 12" C--------- _ W -__ __ _ THE CATCH BASIN 10" - - -- o SPECIFICATIONS. --- - -- - W -- - - - - - -- - - - 14 ` ®— - V� O9 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING W W — — WALL, AND/OR ROCKERY. COORDINATE WITH _ _ ____ — �'� LANDSCAPING, BLOCK LL D N y W PROPERTY OWNERS. CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB, — — — — _ — — 13 - I SURVEY MON. PNT 12 —� AND REMOVE AND WASTEHAUL CONCRETE, CONTRACTOR TO INSTALL _ — — — — n NORTHING: 183854.1152 CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND. ® I I EASTING: 1308741.2990 = - ELEVATION: 392.465 11 CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN, VALVE BOX, CLEANOUT, MONUMENT CASE FRAME TO GRADE. UTILITY COMP I I Q ANY TO ADJUST GAS VALVES AND/OR TELEPHONE MANHOLES. CONTRACTOR w p o M TO COORDINATE. o = I I 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. �D cv o o °Ln° o SEE DETAIL SHEETS 24 & 27. Ln u Qo , M oLn N I I 13 SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN _ m � + II II z o ( I THE FIELD BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND cn+ m+ b o L w w m Q U) REPLACE DRIVEWAY IN KIND. M m a U Z I 14 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB, X Q X Q 0 cn F X Q AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL x w w cn I I CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. 15 CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN, WALL, FENCE, AND/OR LANDSCAPING DURING CONSTRUCTION. w o 16 VACANT. �° 17 CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL EXISTING FENCE. CN 395 : z EXISTING SIDEWALK, r 395 :...................:...................:................:...................:...................:.................�:...... �..........:...l............... 18 CONTRACTOR SHALL REMOVE AND WASTEHAULEX LK, mLLJ: cn PAVEMENT, AND/OR CURB. 0 EXISTING :GROUND : : 0° ELEVATION = = = 19 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE TRANSITION - o W ` \/`\/�\�\/��/\/\/�\ �\ \\��\/�\��\��\��\��\��\�\\ \\ SECTION WITH CEMENT CONCRETE CURB END SECTIONS. SEE DETAIL SHEET V) o X 390 : j //�//�/i,./�,/ 390 27. Q�W \..�..\ ��..................................:...................:.................. ... :........... .------........------.......:....................................... ............................... TRACTOR SHALL REMO PROTEC AND RELOCATE EXISTING SIGN \�\\ /v /X /� 0 CON VE, T, ;� awe \ CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR AND/OR dE L W �%i / , /��/\�/\/\\,�\ CROSSWALK MARKINGS. O 385 = = 385 22 CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER :...... _...........:...................:...................:................. _ ..... OF STANDARD NO. 005.1 0 CITY RENTON DARD PLAN 24" CPEP: STORM PIP S-0 129 L;F. - 24" CPEP STORM PIPE S=0.0030 © SHALL FURNISH AND INSTALL 4-INCHES COMPACTED DEPTH L.F. - - — -- BARK MULCH 135 L F PE 005 127 L.F. - 24" CPEP STORM .PIPE S=0.005 0 - --- -: - - -- - - - - . - - - CONCRETE TRANSITION ANIT BY 7� 380 _ - -- _ 4 SECTION CWITH CEMENT, CONCRETE CURB AEND SECTIONS - _ X 380 ................................................................................._� .................... ........ ................ ........................................................... .......- ... .... .......... ........................................... _ — -- _ ---- - ----- --- © CT SANITARY SIDE SEWER TO EXISTING TRUNK 5 CONTRACTOR SHALL CONNECT - -- -- PER CITY SPECIFICATIONS. ---- -- ---- - : - ----- --- O SEWER MANHOLE REMOVE SANITARY SIDE ---- 375 : sANiTARY - -- :390 375 :-- 2 �C ..-- ...... ...... :...............................:..................:...................:........ 7 LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE :.. ----- - - - : TO VERIFY LOCATION. - - : WATER : 3770 I : CB N0. 314:2F CB NO. 30A I i 365 28 L.F. - 12" CPEP 0: ............... :................... :.................. ............. ......:..................:.. . STORM 'PIPE S-=0:028': ooc co ;: O O : CC 360 \--14 L.F. - 12" CPEP STORM PIPE S=0.010 365 ................. I ... .................................. ................... ......................... \ ....................................................................... .......... ............ M 0 45+00 0 46+00 � 71 z z Q U Q U Q U 00 00 c 0 J M M - J �� d 0 J j 9,- M W ti M pj � p_ C® O CO - N - N �� M M M J M M M COp J M M M N M M N W_I J W_j J O O LLJ O� 00 O M O O 11�O c o >_ cn N CL O co co � 00r0 M n ~ �� a) n00 oq7 o00 N ZN II II 0 ZLO II II II c Z II n :DI I W w r7 + I I W L,J W L Lj N am+ I I W W w Ln O 0 co J cj wiz �� wZcn�W p o'er w(nZW z 71 z m m �_ Q d N N m~ N N N *Vp-2�..2 0�cn 0'NN 0 �cn o'NN�� 0 �cn N: 360 47+00 48+00 w (_0UnwZ LO Ln N T)Ln + II 000 cn (_0 00 00 00 w X — w cn 0 ww LLJ AS=BUILT AS -BUILT SURVEY STAMPED BY DENNIS J. PIERCE, PLS# 33147 ON 2/14/02 F_ NOTE- Plans Redrawn, Items Removed For Clarity by City. See Constr. Plans for Original Design ORIGINAL SIGNATURES ON DESIGN PLANS RECOMMENDED FOR APPROVAL By: Gary Schimek Date: 8/30/01 By: Ronald Staka Date: 8/30/01 By: Bob Mahn Date: 8/30/01 By: Date: 0 1" 2" TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY O O 0 O O O I � N � HLLJ Lij N Z N z o rn Ld z O 00 j° o u z zCD O J Q owe 0 v _ w O J Q W Y O N Ln a: � N II II m 3 g r o :D _> o w Q w > O Q Q w a_ Q U of _ a_ (n 01U Q U a_ 3: a_ 00 Q N Q O F- oUd o >0 of �_ DQ U)> _j� 0 m v� m 0 > cn Qz Lij 00 w U 0z 0� QF- �-- z U U 0 z r-i o a O M � 00 a z ION � O J W V)Qaf xr Q xN V)0O` z a>-00 �bls 00 Q Y — w fl� O w Ocya Z z • z0 �U z ao S p3: O Ir i 4. WZ W112 2Q Z � LL. Z Q 0 <o o iA < c� ; o n Y W Z SHEET: 15 OF: 32 JOB NO.: 00716 DWG: PLAN12 SCANNtu APR 2 2 /� - -7 jlbyle 2 I