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HomeMy WebLinkAboutSWP2702884.21W W CA Lu W O N Q H W Z J V a L7 -L=- 32 � O 13 N ;EWER MAIN kBANDONED REMOVED 6' RT i REMOVED EXIST. SAN. SEWER MANHOLE. CONNECTED b ' SAN. SEWER LINE TO MANHOLE AT,STA. 31+37, 1' RT WITH 12" PVC COUPLINGS, PVC SAN. SEWER PIPE, AND KO�—N—SEAL BOOT. NEW CHANNEL INSTALLED IN EXIST. MANHOLE. 1 CB NO. 49: 6" CAS 32 L.F. — 12" X STORM PIPE 6 - 8 32 L.F. — 12"� SIDR M RIPE_ 9 9 4 . - CPEP �6�-1�0.�7 CB NO. 52. CPEP � 4 0.023 MWATFP 6" C; S —� v = DEFLECT 12" CPEP PIPE330 = 320 UNDER GAS, IF NEEDED 330 .. �.1... +.. :CB 48 UNDER GAS, IE NEEDEDx :C ANGE N IE C B 51 F cHANGE N IE � 325 325 310'..................:............... :.... = :...... \\,��\\\/ :.............-------- . _ :.. .. ........... __............. _ ........... 8" WATER EXISTING GROUND = / �\ // S=0.039 ELEVATION / \\\\ " CpEp STORN� PI 6" GAS --,I 4 �.F. 24 EXISTING GROUND @ CE 9 12 SS LOWERED: - \—OF 7TH STREET N.E. \. 6" TOP EL 306.42 FINISHED GRADE SS LOWERED 300 ................:...................�..... : .................:..................................... ....... 6" TOPE . 304.51 _...........:......... ............... :................. ................ ......... FLOWUNE RIGHT 300 _._.... _ _.... ::k0 N —N SS LOWERED ko d N 0 �00 O - o tD �Os N LLA (x)M - r-O Ln: N: 6" TOP EL 300.76 O M ri N 0) c­� c�,L h 295 295 28+00 29 00 30 00 31 00 Z 32+00 ^Y Q QU 0 n w W 00 N 000CR W M 00 00 M 00 L N\ rn UU oo rv�� M 00 le�� 04 M M M M M M �✓ M M M N w N w 3 N O w (; Z; 1 II w_ N= W w 0- _ N N� ��� �� N N � N N 0�Q I I Ii1L L�—� "ram I I I CD _ 0Z'n >O �� p) I IN U)+ 0-) � 0 0 �+ 0 >Ln + I Ln r N OZ N W M W WW u 3 .27 alp Q m� II II chww I' II c Q w� II �WW Q v� II II �Ww II m� < U�� It N �LLLLLj I) IF w w w w r ROADWAY & STORM DRAINAGE NOTES O1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH BASIN, OR STORM DRAIN MANHOLE. O2 CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM DRAIN PIPE WITH FERNCO ADAPTER. O3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO NEW CATCH BASIN. O4 CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM END OF EXISTING STORM DRAIN PIPE. O5 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE "ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES. O6 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. O7 CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE. �8 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 SPECIFICATIONS. O9 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING LANDSCAPING, BLOCK WALL, AND/OR ROCKERY. COORDINATE WITH PROPERTY OWNERS. 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— 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 & 27. 13 SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN THE FIELD BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND REPLACE DRIVEWAY IN KIND. 14 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB, 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, AND/OR LANDSCAPING DURING CONSTRUCTION. 16 VACANT. 17 CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL EXISTING FENCE. 18 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, PAVEMENT, AND/OR CURB. 19 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE TRANSITION SECTION WITH CEMENT CONCRETE CURB END SECTIONS. SEE DETAIL SHEET 27. 20 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING SIGN. 21 CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR AND/OR CROSSWALK MARKINGS. 22 CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER CITY OF RENTON STANDARD PLAN NO. 005.1 23 CONTRACTOR SHALL FURNISH AND INSTALL 4—INCHES COMPACTED DEPTH BARK MULCH. ©4 CONTRACTOR SHALL FURNISH AND INSTALL ASPHALT CONCRETE TRANSITION SECTION WITH CEMENT CONCRETE CURB END SECTIONS. ©5 CONTRACTOR SHALL CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK PER CITY SPECIFICATIONS. 26 REMOVE SANITARY SIDE SEWER MANHOLE 27 LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION. AS=BUILT 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 Sohimek Date: 8/30101 By: Randd Straka 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 0 w C° 0 00 o cn N00 ftf L N Z D LID N O = v U' H . Z 0_ O, W O O 0 100 , D C zzLLI C) Dom_ z w � O o U _ w O J a w P ON Y O In N II II m g } 0 Q w > z Lei _j U ch Q Q w w Q U 7-L1 o V)o U Q U U 0 00o Q N O Q 0 Ld �Uco CN OQ I— 0V) >o cn [if F- mN� o~Ll' o ~gym 69 cn m O > Ld o<z moo > w C-)w � D ��D QOf V) ~F_z U U 0 z N O o� LLJ Do N aG(oN .yam Q Z N LLJ O (N D' Ja ZOx =w WO � \ d J J CID � ZQ°' 0U_ Lu O :2 a. O M cn�-, m"(D 0 w \ Z M d:5 aWoN v ti� O Q (N O LLj VI < 3 1 x-< V) o a cn xN zzx ww j 00 v lS Y00 < z W M Ow 0W0- W z o Z • Z z Lu > LLLI OU) F-Q a� W O a Z� O u�+ JeN W ZW LL.o 0~ C) � o LL O oQ Z 0 o+o aN Q � QO I"3 da 5 o Ice N U Z y Y W Z SHEET: 10 OF: 32 JOB NO.: 00716 DWG: PLAN8