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HomeMy WebLinkAboutSWP2702884.28Ln 00 O M W W 06 w N� + I-r II w LO - W 0 `n cr w w Wz m Q z m I N /w V/ U V) U (/D Elo� O � to O - Q J I J Z u CL� U LLu rn t/) 00 ai x U + I\ r 00 + F- W a L Ln w Q s, Q W O r I X n m U V) I , �i BND 10"W M00 M W U J�6� co a- W Ocy W ZLJ E- I - O �m + II cnw r L, J - Y zoo w0m W (n Q m X F ZUw(n mNW I I / A Z Ln (n + Ln Ln x F W (n o LO z U (n o M w co 00 o 20' 10' 0 20' 40' M � a. � M l M I- Z0 M Ln pU uj w� -'w z Ln cr; z 0._� - o� _ m U + O + Z L + U+ N W 0)00 Q 0-) 0-)N��W � Ln O Lc) Ln Ln -� w Wli _ Q z Q co Q U (n N cl� x w � (n m U F- U) U- L � V) x E- w (n 14 MONROE AVENUE NE - - r — D 101, CC SD ABANDONED D 0 D 57+00 6+ 8" PVC 4 CC' 10 W ACTIVE -- - -- --- W oa 'uj ■ puj N O Q > I — O 00 cn 0 0 0�0 �� + W I - �� Z W W r a1 tD �O MM �0� > ppm W UU CO°;� M M J r U U M M W ago a1 Y ~ O � LL O I N� ca p O W � N N LLI t� p t- M� � C\J � ��arn � � w ran L)Lu ( � � 0-) � � >- �� � � ram°' Q� ww 0o c I a_ 00 W C� �� � N� 00 00 LLj T_ N � Z N r co II �LLJ 03 � LO 0. w a v I o °-) a) m r� r� II a a' rn U II w zOi� I d �Q m U + II w w ~ + II ww �NMci rr) Jw c� W + �� CDC Q� + n j �� CO wz 0zx mQ Xi w0 0 I U Ln ___j 00 00 z`r'wc�n (Li `n`nw(wn(n LO"a'wJ2 maGN am �� w aU Ucn�� m��N Dom U m W U(nQ_r QQ I X > - xN N mH-NN UfAFx CT, CT, ill u� nww w(nD'- U(nQ W F.. ROADWAY & STORM DRAINAGE NOTES W 1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH 4 W O BASIN, OR STORM DRAIN MANHOLE. 14 — — — — — _ — -- CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM - - T-- L DRAIN PIPE WITH FERNCO ADAPTER. - L= --cc - - --- --�- --�� — -- -W O3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO - - NEW CATCH BASIN. SD ABANDONED D D D O O4 CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM AM END OF EXISTING STORM DRAIN PIPE. D 59+00 D + CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE "ETHAFOAM" D - - -- PAD AS SEPARATION BETWEEN UTILITIES. -� S 8�PVC 8" PVC - - -- 6 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. --- --- Q�G O7 CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE. -- W ° -- -- - ----- O8 CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION OF EXISTING ---- -- WATER LINE. IF THE WATER LINE CONFLICTS WITH THE INSTALLATION OF ---- -- ------ --- _- _- __- �� ----- -- THE CATCH BASIN, THE WATER LINE SHALL BE RELOCATED PER THE CITY ---- Z SPECIFICATIONS. O9 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING = LANDSCAPING, BLOCK WALL, AND/OR ROCKERY. COORDINATE WITH V PROPERTY OWNERS. 14 a 10 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB, AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND. 11 CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN, VALVE BOX, CLEANOUT, MONUMENT CASE FRAME TO GRADE. UTILITY COMP- u ANY TO ADJUST GAS VALVES AND/OR TELEPHONE MANHOLES. CONTRACTOR u TO COORDINATE. 00 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. N 0� I SEE DETAIL SHEETS 24 & 27. _ rn ' 00 00 13 SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN m + II � THE FIELD BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND °n _ °� REPLACE DRIVEWAY IN KIND. LLJ X II 14 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB, W (n cl� L-j AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. 15 CONTRACTOR SHALL PROTECT EXISTING HYDRANT SIGN WALL FENCE TR (ten NEW PROFILE BY CITY -: NE 10TH ST r TELEMETRY CONDUITS CB-1 CB-12 ' AND/OR LANDSCAPING DURING CONSTRUCTION. � �-- I APPX 4 - 2" WHITE: PVC, ~o + : CB-1 CB-14 CB-15 1 - 4" TO 6" GRAY, : 16 VACANT. 4OO - LO ' ABOUT 2 FT DOWN n 4OO W 390 390 CB-10.. 17 O CONTRACTOR SHALL REMOVE PROTECT AND REINSTALL EXISTING FENCE. , - - _........................z...�.:...... _ ...................:....... .................................................................. U' u� : O EX:10 CC" WAS ONLY 10"WATER 14 LF - 12" CPEP 18 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, A STUB, REMOVED. STORM PIPE 5=0.010 PAVEMENT, AND/OR CURB. 28 LF —:12" DI STORM PIPE S=0.010 19 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE TRANSITION 395 385 CB-11 : O 395 SECTION WITH CEMENT CONCRETE CURB END SECTIONS, SEE DETAIL SHEET ...... _ .................. - - - .-....... ... O C 10 ,; /appx ...................................................... .............................................................................. ......------.................................-..................... - ........ _ _ ....... O 27. o ABND 10" W 20 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING SIGN. CB-14 8"S PVC 33 LF - 12" CPEP : 21 CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR AND/OR 390 : S=0.036 . ---- ..........:.......... „ :....... _..:...................: _........__ ........._....... ,,. M .PIPE. 5=0.013 ........ ... 175 L.F. 18 CPEP STOR 22 CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP ALTERNATE PER TELi CEL 10 LF :- 12 CPEP: 0.012 : _-CITY --- - -- -- F RENTON STANDARD PLAN NO. 005.1 O S=0.020 176 LF - 18" CPEP STORM 5=� -- - - 0 - -_ --- - - - --- - — - O3 TOR 255 L.F. - 24" CPEP - -- -: _ - - -- _-- _ - - EX - PVC SANITARY Y SEWS BAR HALL FURNISH AND INSTALL 4- INCHES COMPACTED DEPTH -- — -- - 385 = 385 STORM PIPE S=0.005 — - --- 8� K MULCH -- �` ' l� C - Y 8 PVC S A N i i A R .......................... ----__ .: - :...................::...................:...................:...................:...................:.................. CONCRETE TRANSITION 4 CONTRACTOR SHALL FURNISH AND INSTALL ASPHALT NEW AS -BUILT PROFILE BY CITY SECTION WITH CEMENT CONCRETE CURB END SECTIONS. NEW PROFILE BY CITY CB-15 CB=19 CB: 17 CB-18 25 CONTRACTOR SHALL CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK APPROXIMATE LOCATION CB=16 CB-15B= PER CITY SPECIFICATIONS. 380 OF EXISTING SIDE SEWERS. CONTRACTOR SHALL :POTHOLE 39O - -.................................. ........ ............................... TO VERITY LOCATION: 390 : _ 380 26 REMOVE SANITARY SIDE SEWER MANHOLE .................................... .............. ........... ....................... ..... ............ .........------- ----------. ------ -.--------. ................ ©7 LOCATION OF EXISTING DRAIN APPROXIMATE, CONTRACTOR SHALL POTHOLE n : TO VERIFY LOCATION. 375 385 43 LF:— 12" D SD 385 31 LF'— 12" CPEP 375 ..:...................:..................:........... 5.=0..010................:..................:....................SD..S-0.010 ........... :........... ........:.................:_ .............:._ _ ----------...... ............................................. . . 1.0 W: . WATER CB-15 TYPE 2, 48"DIA. 17 LF.— 12" DI SD STA. 55+89, 26'RT 20 LF = 12" CPEP CB-17 TYPE 2, 48"DIA. S=0.012 ROUND SOLID LID, LOCKING S=0.025 STA. 55+89, 17'RT 37O : RIM EL= 91.40 391.98 ROUND SOLID LID, LOCKING 370 ......::...................:.....................1.2...W..IE 88.. 5...388.18............-_ _.... _.......:....RIM..E�. 391...8...39.184 ........----------- --- ---.. . .................................................... it)" E 1E— 12"NW IE= 88 3 387-.89 12" N IE= 5 25 388.23 12" E IE=: 3 7.20 387.15 12" S IE= 5 8. 5 388.21. 12"SW IE= 3 .50 387:36 12"NE IE= 88.5 4" E IE= 3 7.5 365 : 6"NE IE= 88.69 365 56+00 57+00 58+001 59+00 N Z ti ti to M O� z Z W LLJ (n z Z ti to to a) O z V U) Z a) O t[i Y a? 0O0 w z Y 00N0 o U r V M ti W U u U U V w tD O U U U U 6f a1 cn of M 0 0wW0w p c� C�c� UU >U 0 Mao000 >>> 0 a�0000a) J M M M M M w U U U J M M M M J M tM M cM 00 J 0 O 00 cc)O J00 00 O O N Q0 O H O 00 00 J CO D, � 00 00 00 J Q) Ln W o rn¢ 00 00 Lu N 0 I� 4 a0 r 6, N 00 N� Ln Ln cN�' co w- r� m�� M� U 00 =� �� ��Ln03N- �� 0,r a_ �Ln Ln r���� Lij ��� r7M Joao II wwww m + co �00co00(_0 U) + II LnLn F__ II wwww +��'`� II w�ww 0 In J- - -- W U J 00 co co n �9 LnJ r Q J---- i O 0 C7) J U z Ln w z (n � w w w z Un w z V) w w z d) w z 0 > I Q�� Q II II II II Q ( Q�� m0H-0000NN X� X� >-0M M N N CD �0000N= UmVlmr w(n (hw wwww- w(n DLww UmU)Ek�r -e -- w(n OL�www 0m(nQ'---00 AS=BUILT 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 Sahirnek Date: 8/30/Q1 By: Ronald Straka Date: 8/30/01 By: Bob Maim Date: 8 30 01 By: Date: 0 1" 2" TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY i:AIIIlVt® APR 2 2 O w 0 C o 0 O N 00 ♦.Lj N z((n o 04 00 M z o J� 1r W z z z J Q O Z co x �O w U w a w ON Y O in O_ _> o w Q w > w z Y O F__ Q Q w a_ Q o ftf = m 0 V) 0 U Q u 000 Q Q CN O 001 W Q �LL( z 0 I (D r V) >o Lj_ H m V) > U �_ 0' Ld O J V) F O m 0 V) V)m0 o<z Ld 000 L,J U w 00 Q } V) F- F- z U O N O M �\ \ LLJc� a- �GSON y :2 Z Q O F- w _ Q x w x r U) a cn3 x�a z0X xw ) p - J a v v��bl S Qw � ZQrn c5= v �-w OMa O M }moo m \ (\D 0 00 LLJ O �G�GN i � - FLd .� xU (nQ Of 3 x Q Z 0 X x W w J } 00 Lo Z W M c� ORO_ W z o Z • Z� Z > W Qn o F.� Opp W ZW G19 cc O a a. 0 oa G + O a� ZO Q VC) =O N CD z H h H Y W Z SHEET: 18 OF: 32 JOB NO.: 00716 DWG: PLAN15 X W'D -1,v- 2"0