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HomeMy WebLinkAboutSWP2702884.23NE CORNER OF NE 7TH ST & KIRKLAND AVE NE POINT OFFSET ELEV. DESCRIPTION (FOC) R= 25.00 PC 38+27.24 41.65' LT 349.50 0 = 91 ° 28'45" 1 /2 A 38+34.22 23.55' LT 349.88 L= 39.92 PT-5.38+52.23 16.00' LT 350.59 CENTER: 38+52.23 41.00' EX 12" CC STORM / KEPT IN SERVICE �k 00 00 W ac v) F- M CM J U J (c) J _ 17 Lc)c0 00 LO "t+ IIn L N II w 00 + �n wW 1 n O Z m Fa-- �_ J N LLJ LT Q X F- > U w v) rr LLJ � 1 / 4 i - D 000 v U U M M M J J� W W _ �O _z �} tq � Z-j (_0o Qt0 CN "Q F-L0 d /wN w� r? + II 03 m + 0" + II 0-) Q 0 u 03 Q 0 LJ LLI.I / n J r� w w c~i) Q Q - I I �cv / wcOn �W w c w CN cOn nv�W ZmE 7TH H J M J / GAS SERV NE 7TH STREET LEFT POINT OFFSET ELEV. DESCRIPTION (FOC) PC 38+99.25 16.00' LT -352-9LL R= 700.00 1 /4 0 39+57.13 13.60' LT A = 18° 58'17" 1 /2 A 40+14.61 6.42' LT L= 231.78 3/4A 40+71.30 5.48' RT CENTER: PT 41+27.94 21.45' RT 38+99.22, 684.00' RT CB NO. 37 STA. 39+54, N UN r om % M v_ zo ESTABLISH FROM ELEVATION POINTS T GIVEN IN PROFILE #3110 13 9 Lij LLJ _-Y�._.-„-v t � �aROADWAY & STORM DRAINAGE NOTES - T- 0 STREET _ _ o 7TH T - - D _ - -- (DCONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH - - - - BASIN, OR STORM DRAIN MANHOLE. o a -� � SEX CB T O C� IN SERVICE 10"C1 Y2 fi W 2 CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM W --- 39+00 6 ----- � DRAIN PIPE WITH FERNCO ADAPTER. _ - W -- cn n 5 � _ � - � �� P 3 O o0 4 ! - .. --.--L - ° ° , ° S . - . . ° S VC 0 3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO 25 25 37+00 25 I - - �_ --- ------ NEW CATCH BASIN. W �00-- - - R - - G - �4 CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM S NOT E3 _ END OF EXISTING STORM DRAIN PIPE NOT FOUND GIII lu� d O5 CAUTION: POTENTIAL U11UTY CONFLICT. CONTRACTOR TO USE "ETHAFOAM" _ SS 36+$p SS PAD AS SEPARATION BETWEEN UTILITIES. ---- - i - /-SS - 36+18 SS 36+93� - D LL O6 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. --- ---- - O7 CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE. C/� __ � 2 i -_ - 1 18 15 6 - - - Q Ld O8 CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION OF EXISTING 18 9 v, ;`� 2 NOTE: STATION LINE BEGINS DEVIATION Z WATER LINE. IF THE WATER LINE CONFLICTS WITH THE INSTALLATION OF �' SF 1 `- FROM RIGHT-OF-WAY CENTERLINE. - THE CATCH BASIN, THE WATER LINE SHALL BE RELOCATED PER THE CITY hW O� qe NFRM 0LO � 4 0 15 z SPECIFICATIONS. + n W oo q�� #3033 ;� 'z 51 / o z N�c = o SE CORNER OF NE 7TH ST &KIRKLAND AVE NE O9 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING u LANDSCAPING, \ BLOCK WALL, AND/OR ROCKERY. COORDINATE WITH s Cl O � rY _ cC /� ��2� � � � SW CORNER OF 2E7 7TH ST, & KIRKLAND AVE NE - 00 / , Q� '�T/ w � N POINT OFFSET ELEV. DESCRIPTION (FOC) BEGIN R= 11.50 PC 37+34.84 16.00' RT 347.33 0 = 109. 47'06" 1 /2 0 37+44.25 20.89' RT 347.39 L= 22.04 PT 37+45.66 31.39' RT 347.33 CENTER: END 37+42.30 40.75' RT 347.27 37+34.84, 27.50' R PROPERTY OWNERS. 10 CONTRACTOR SHALL NEAT SAWCUTOR AND REMOVE AND WASTEHAULE CONCRETE. XI ND CONTRACTOR TO SIDEWALKSTING AINSTALL CURB, v 0) CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND. 11 CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN, X VALVE BOX, CLEANOUT, MONUMENT CASE FRAME TO GRADE. UTILITY COMP- W u� ANY TO ADJUST GAS VALVES AND/OR TELEPHONE MANHOLES. CONTRACTOR TO COORDINATE. 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. SEE DETAIL SHEETS 24 do 27. CB-41 40 LF - 12" II CPEP CB N0. 40 Cg-39 00 13 SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN STORM S=Oy"' 4 0.0635 6„GAS rn THE FIELD BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND --- : n n : REPLACE DRIVEWAY IN KIND. 360 - : ------ - VA TE 14 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB, :R 360 345 . ....... .... ............... - ............ ....................�........ .....:...... AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL � SEWER � FINISHED GRADE - ABND 8"W Q_ FLOWUNE LEFT = /\//.�' CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. STEEL EL APX j��\ 15 CONTRACTOR SHALL PROTECT EXISTING HYDRANT SIGN WALLFENCE 57 GAS SERVICE CB-37 /\ _10" WATER z STOL.F _ 12„ / /�\ y AND/OR LANDSCAPING DURING CONSTRUCTION. 355 > M : iPE S CPEP' 24"STORM o /\ \/��/� I R � p� � IRON 355 3.40 ... RM LOWERED 16 VACANT. .......:�...................................... 0, 05 _ . ................ a .. 4 . /j`//i W CB 38 \/\ �CRM, j 17 CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL EXISTING FENCE. EXISTING STORM DRAIN SHOWN IN Q :Q + � Q \\/�\ - CG PROFILE VIEW IN DESIGNATED AREAS Q CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, ONLY TO ASSIST CONTRACTOR. _ cn - //\/\\i : :I = 350 _ X Q W o B 39 \��`��`\/�//�\ = - _ - 350 AND/OR c PAVEMENT A CURB _..............:...................:..................:..................:...................:................. -...........\...............:.............................. ...........�.... ............... ...............- _............................................................................................ /f _ X _ - 19 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE TRANSITION / - SEC - 11ON NTH CEMENT CONCRETE CURB END SECTIONS SEE DETAIL SHEET W EXISTING GROUND = CB 2 \ - 27. ELEVATION ABND: 8"W� _ \/�\\<�`\' STEED 0 6s 345 20 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING SIGN. �_ 345 / //�//\ : I SEWER LOWERED ................:...................:...................:...................:\��\ :... ..L............... ..................?PX .. :.. _ 21 CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR AND/OR / �\ / 0 ss TOP EL 350.75CROSSWALK MARKINGS. NOT ACTIVE PLUGGED 2 CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER CITY OF RENTON STANDARD PLAN NO. 005.1 148 LF : 24" CPEP STORM _ _ - _ NOTE 30 62 LF 24" CPEP STORM - - - 340 340 S=�e24 0.027 = 24" SD -0.26� S=.O.b� 0..042--- 23 CONTRACTOR SHALL FURNISH AND INSTALL 4-INCHES COMPACTED DEPTH ............ _.:....... ............. :..............__ ..� :........ _... :. BELOW f ' _ L 12'�sEwER BARK MULCH. y� 62 LF - 24" CPEP STORM 118 24" CPEP STORM CONCRETE TRANSITION S 0 078 SECTION WITH CEMENT CONCRETE CURB END SECTIONS � - :127 LF 24 :CPEP STORM: S=0.039 _ LF EP o � 0.0157 335 335 - - f_ -- _® EXISTING TRUNK :S EX SS MH CT SANITARY SIDE SEWER TO ................... _ ............... Y SEWER - ................... _ .. f ............................................................................................. 5 CONTRACTOR ER CITY SPECIFICATIONS. -- - - SAN TAR AND MAN CB-39, TYPE 2 (48" DIA.) I �X. EXISTING GROUND @ I DEEPER 26 REMOVE SANITARY SIDE SEWER MANHOLE STA. 38+38, '1 k 16.2 RT O OF 7TH STREET N.E. 6"SS ASBLT RIM EL = _ 350.12 6"SS ASBLT 6"SS ASBLT FINISHED GRADE STA.36+93 24"E IE- 41.5 0 340.51 2© LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE STA.36+01 STA.36+18 FLOWLINE RIGHT AT: STORM CL 330 TO VERIFY LOCATION. Z rj Z � / O / w N � 00 N O Wes' oz� OZ cOn cOn / cn 11 Q Q Q Q '4 = Q > m F- L c1 W co W V) � W/ / W Crim) W U to / CO / POINT OFFSET ELEV. DESCRIPTION (FOC) BEGIN R= 30.00 PC 37+85.65 33.90' RT 348.25 Z�, = 61 ` 57'52" 1 /2 a 37+96.68 22.28' RT 348.65 L= 32.44 PT 38+12.18 18.00' RT 349.18 CENTER: END 38+47.87 18.00' RT 350.18 38+12.13 48.00' R 330 AT STORM CL _................_....................... TOP EL=334.34 AT STORM CL _..................................._.......................... TOP EL-334.75 ......................................................................:......................................... TOP EL=337.2-1 : 24 W IE= 3. . 0 3 .5 :340.44 _... 12 N IE 6 1 p73 - 41. 4 . _.. - ......... _.......... _............. 0 00 00 Ln r- 325 325 36+00 37+00 38+00 39+00 40+00 CB-42, TYPE 2 (48" DIA.) EXIST. SSMH CB-38, TYPE 2 (48 69� DIA.) w 3: STA. 37+10, � 14.4' RT STA. 37+43, 3' RT z cn 'O w STA. 38+91, 'I� 17' LT U > RIM EL = .56 346.42 RIM EL = 348.08 u u u u SOLID LID, MATCH SIDEWALK 24"E IE= 8. 3 338.38 E IE = 339.0 apx. u u RIM EL = 2. 3. 352.93 _ .5 833828 24"W IE= . . W IE = 339.0 apx. cv N ��� I E= 34 0 34Of 24'E 9 347.78 O �,"'`v N 24"SW IE= 44. 43. 342.87 CB-37, TYPE 2 (48" DIA.) C r- F'- 0-) F_ STA. 39+54, '- 12' LT = cl� L N CD vN� RIM EL=-361Q_ 356.10 �00 II ���-t 24"NE IE= 0. 0 350.69 ccnm II Ln o0 �' �' �' ' 24"SW IE= 50 J3y �' 350.36 W r)LLJ r0� c~n Q II c_n Q II II S�w�.Z1-2g'$t W J) F_ W W W W W -- x O wcn -ww - AS=BU,ILT AS -BUILT SURVEY STAMPED BY DENNIS J. PIERCE, PLS# 33147 ORIGINAL SIGNATURES ON DESIGN PLANS ON 2/14/02 NOTE- Plans Redrawn, Items Removed For Clarity by City. See Constr. Plans for Original Design RECOMMENDED FOR APPROVAL By: Gary Schimak Date: 8/30 OI - By: Ronald Straka Date: $ f 01 By: Bob Mahn _ Date: 0001 By: Date: 0 1" 2" TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY O Alw C00 0 W O O O cf)N M Iuj N LLJ z cci) o CD ryryy� Z 00 00 Ld J z ZZ w � >o J Q CD Z X 0 uj U 0_ w O __j Q W Ln oEN Y Lin a N II II m 3 ^� >: U 5 _> o w Q W Z Y O Of LLJ Q Q 0 w a- Q U _ a- 0 U) U Q o 00 Q Qo w 01 Q w co 0 �u� wz >O �� DQ cn > J � z 0 U) m m �n co > Qz w 00 w U 0D o� Q� �cn z U U 0 rl� z N O m0,_ O �N W 00 � ON Q 3 x N a c~�O� i N O x o Q j W v a 00 �bIs J00 Q W O ZQ� FE-U w o:20- O M rm� m�� O W W �Z� ON tii O F JW xW x VQof Zzx O a W W �1bis Q� J } 00 - QYLO Z W r M zo X0W ox0- Z z o �U0 Z z W 7 0 Z� 0Ix IX a Ld0 ®W 00 mQ Z o0 z+ O Z R <r D V♦ - U Q z 0 �(A Y Z SHEET: 12 OF: 32 JOB NO.: 00716 DWG: PLAN10 aaoor�ee�eC� MF- n 4 4 /1 1 1 )_ 2 tN-T1v ,? %')