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HomeMy WebLinkAboutS-216204N 1 I I 3 C>- H NOTE: GRAVEL ROAD RECONSTRUCTION WILL BE BETWEEN D I U a ' > M FILTER FABRIC FENCE SHALL ABERDEEN AVE NE AND SSMH #6. THE ROAD SHALL CO �I Zz W W Ci BE CONSTRUCTED AND MAINTAINED ALONG DOWNHILL EDGE OF CONSTRUCTION BE 15 FEET WIDE, 7.5 FEET ON EITHER SIDE OF THE CENTERLINE OF THE PERMANENT EASEMENT. HDA BENCHMARK "BM -10" M I �:C) - - -- �� LLI M EASEMENTS TO PROTECT WETLAND AND THE ROAD SHALL BE 6" DEEP COMPACTED CRUSHED SET RR SPIKE IN WEST D I ' W W WOODED AREAS. ROCK PER SECTION 9- 03.9(3) (TOP COURSE) OF THE FACE POWER POLE, M F Qo Z STANDARD SPECIFICATIONS. O N E. SIDE ABERDEEN AVE. N.E. � N m Uj z g W 220'± S. OF N.E. 27TH ST. PARKS ELEVATION 285.43' C w CITY PROPERTY r! W 3 N LUW 4CC 20' TEMPORARY Q� V) ' ■ae IM Q !Z W W CONSTRUCTION EASEMENT BRUSH o - - - -,p --- - - - - -- -- ti� -- BRUSH �w ? >S\ 15- UT41TY EASEMENT- z LAWN © LAWN PG' I CL z IT) gn - 15' UTILTTY,EASEMEW' / \ �TES,T BORING \ \ \ \ \ \ \ GRAS$ - \ \ , \\ \� R/R TIE RET. �W \ .� pP \ 4 I - -- = -J - - - BRUSH 3 LE VC SEWER \ \\��- �� -// -- - - - / - -- -- - -( -� p - _ -i - ---- -��+f�\ -- - - -� -- \ I `I �® Y l ' - - - -\� -- - - - - -, - - -\ - - -- - -i -` \ S MH #8 ® /�f /� r Z SMH #9 o I yt�, - _ _ _ _ _ _ N i 909apa097 - I \ \ \ ` \ \ �) NEW 2�" PVC STLkM \ 7INSY111 2PVCE 1304515.6721 1 -8" GATE VALVE (M.:. J) LAWN 8 _ 8' VC / 55 ®0.5% AN P O.JIWNi 8" DI WATER N 1909267 745 \ \ E 1304yyqQ����((�77OS I y ao �6 O BRUSH IE OF 8" AT CAP = 265.64 INSTALL SUK<'ACE CLEANOUT TO EtXISTING GQ I reel "' Y o « q s , INSTALL NEW 3/4' METER AND METER tOX J � NEW k' SIDE SEWER AND CONNECT EXISTING WATER SERVICES W - - -.. -- I£ OF 8 AT C.O. = 275.20 J I \ I° 7 % NYY = - ` 0 Q E TO NEW 8' WATER MAIN. LOCATION Q TO BE FIELD ADJUSTED. AFTER CONTRACTOR (C j- ------- - - / - - -- -- --- -- -- - - -- I I° /I / I / / -0 7u - C z =- o E„y 3Q v LOCATES EXISTING SERVICES. C JM. ST NCHIONS �„ HDA BENCHMARK "BM "i` JT NOTE: - 25' TEMPORARY CONSTRUCTION EASEMENT �' SIDE SEWERS SHALL HAVE A MIN. OVERHEAD POWER AND TELEPHONE MAY REQUIRE \W r- \� 3 ' N �,; E-+ �a ,_.., w a SCALE �� =ZO - SET RR SPIKE IN NORTH SLOPE OF 2% FROM THE SEWER MAIN TEMPORARY RELOCATION TO ALLOW ROOM TO THE ADJACENT PROPERTY LINES. CONSTRUCTION. FOR CUT IN: N 190936.8983 I\ E o \ 3 �c `- - FACE POWER POLE, ON SOUTH SIDE SEWER STUBS SHALL BE 6 FEET DEEP AT THE PROPERTY LINE IF POSSIBLE. E 1304924.5605 I , 4 f pp� v E SIDE GRAVEL DRIVEWAY, OPPOSITE NORTHWEST CORNER, HOUSE #2623 6 "x6' TEE (MJxFLj W/ CONC. BLOCK I I \ \ p�1 z b � _ 1 -6" GATE VALVE (FLxMJ) CITY BENCH MARK 1266 ELEVATION: 247.87 FEET ELEVATION = 265.42' 1 -6" GATE VALVE (MJxMJ) ! 2 -6" RO -MAC COUPLINGS bl TO STL I I T \ LOCATION: Intersection of NE TH ST & Jones Ave NE. NOTE: CONTRACTOR SHALL LOCATE EXISTING LOCAL WATER SERVICES TO HOUSES ALONG EASEMENT 6 "x8" INCREASER (PExMJ) PER DETAIL ON SHEET 18 I I \ \ DESCRIPTION: T /8" copper on 5" AREA AND KEEP THEM IN SERVICE DURING • s d(a. round cono. mon. conc. 0.2 feet down In man. case. CONSTRUCTION. THE WATER SERVICES ARE LOCATED IN THE VICINITY OF THE EXISTING EASEMENT AREA. SDMH #7 SERVICES SHALL BE TRANSFERED TO THE NEW 8" NEW 48 SDMH WATER MAIN UPON COMPLETION AND TESTING AND ACCEPTANCE OF THE NEW WATER MAIN. THIS WORK N 190940.6635 E 1304940.4257 - a - AND PAYMENT FOR IT SHALL BE INCIDENTAL TO OTHER RIM = 282.73 BID ITEMS. IE 24' SE = 255.66 IE 24" W = 255.53 - SDMH #6 NEW 48 SDMH N 190936.8983 SSMH 9 NEW 48" SSMH Z O M - g N 190946.0820 E 1304646.3433 SSMH 8 �;;, ^,�;;£ TO EXISTING SSMH #7 NEW 54" SSMH WITH INTERNAL DROP 6" STEEL WATER MAIN 54 SSMH WITH INTERNAL DROP N 190945.6745 N 190944.5756 E 1304944.4222 RIM = 282.73 RIM = 273.58 IE 24" E = 254.09 NEW N 190950.3428 E 1304908 -0705 IE 16" SE = 255.65 IE 24" W = 253.91 E 1304656.4237 RIM = 285.00 IE 16" W = 255.55 RIM = 273.58 IE 16" E = 255.39- . IE 16" E = 254.05 IE 16" W = 255.29 IE 16" W = 253.95 IE 8" S = 275.00 (Internal drop can -iection - IE 8" S = 265.60 (Internal drop connection to be stubbed out of manhole 20 LF ® 1.0% w to be "tubbed out of manhole 8 LF 0 0.5% and capped) � - o m \ - and capped) o - �y o a tj ° 290 290:..... :.. ............... ................. .... ... ......................................... :.............................. :........... - - -- 06.. ...... o� �.X3 . ........ ....................... a : 8" WATER MAIN FROM 8" WATER MAIN FROM �¢ a pp N 190944:7206 E 130449$.7206 N 190936.8983 TO : N 190944.7206 E 1304924.5005 E 1304495.7206 _ -. -. - ... ............ ......:.. 8.0...:... :.... _ ....... TO: ......... .. ...... .........:......... .........:..... .......... - - - - - - - W o N 190899.4896 - E 1304306.1071 - - - - EXISTING GROUND_ _ - - - _ - - - - � 3' COVER MIN x r m in (y SHALL BE RESTRAINED DINT PIPE AND FITTINGS N 190944.5097 E 1304515.6721 TEST BORING :8-11 - 8' GATE:VALVE (MJxMJ) _ _ _ - - - - - _ 6` MINIMUM CLEARANCE BE ­ WATER AND GAS . 7 0...:.... � 7.a ..�.... ::........:......... .. ...........................:..� _ :' -.� _ ............... ....... ......... .........:..698 LF O-DI, WATER. MAIN... ......... ......... ......... ... ..... ......... .........:.. W (� - - - - --- W W - - - - - - - r - - - : :........:..... ......... ........... .... N ....... 60 :... - .... ....260:. .. (n 209.51 .................... .........:........:........:... LF OF 24" C905 PVC SD 0 0.5% . .. .......:..... 288.13 LF OF 24" C905 :PVC SD ®0.5% _ ; . 47 F OF 1 905 PV ®0 5 31.56 LF OF 16" C905:PVC SS ® 0.5% Z W 219.52 LF OF I6" C905 PVC SS 0 0.5% ..... 250:.. tn .....:.........:.........:....:....:.........:....... ..:.........:........:......... ................................ ............................... .....:........:.........:.........:.........:.........:.........:.........: ..................:.........:.. .................:.... APP X. BOTTOM OF T BORE TES p.ZIM�F „A„ 2162 ALL WORK ON THIS SHEET 'SCHEDULE 2 4Q ....240 :......:..:.:......:: .......:....... ................... ......... .. PROFILE SCALEP�' HORIZ - 230: :...... .. :.: :......... :... :........... VERT :.. .. ... :...... :. .:(..EXPIRES. /3�9.J .I..:... ... ...:.. ..:.................. : ....a.........: ...... ..... 23O ......... Z .:...... WwF ........... .:. .... ..... .... ... .: ... .:....... .... .. ..... .... .. 5- X16204 t C� ID ; S- , 6� 0 ta SCANNED DEC 10 1999 „, L L