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Home My WebLink AboutD-2162118 4 d s i. I CV m W N N 4N < N 0- CL NOTE: I GRAVEL ROAD RECONSTRUCTION WILL BE BETWEEN W O FILTER FABRIC FENCE SHALL i ABERDEEN AVE NE AND SSMH f'6. THE ROAD SHALL ' CO I- I I - Z - BE CONSTRUCTED AND MAINTAINED BE 15 FEET WIDE. 7.5 FEET ON EITHER SIDE OF fTl - -� Z ALONG DOWNHILL EDGE OF CONSTRUCTION I THE CENTERLINE OF THE PERMANENT EASEMENT. I HDA BENCHMARK "BM -10° O LIJ W U LLJ EASEMENTS TO PROTECT WETLAND AND I THE ROAD SHALL BE 6" DEEP COMPACTED CRUSHED SET RR SPIKE IN WEST > M WOODED AREAS. I ROCK PER SECTION 9- 03.9(3) (TOP COURSE) OF THE ' FACE POWER POLE, ' IT1 af, Q W W STANDARD SPECIFICATIONS. I h - i - > r- H I ON E. SIDE ABERDEEN AVE. N.E. r. I - Z O Z LLI 220'± S. OF N.E. 27TH ST. z _ LWij [I- Lil i ELEVATION = 285.43' CITY PARKS 20' TEMPORARY �` I ✓ i PROPERTY m Lv Z W CONSTRUCTION EASEMENT w 7 vr -- �- S I---- z- ) \ 15"UTWtt EASEMENT- , , f�l h i 15' UTILITY EASEMENT / .TE BDR%IG 1 " - I:. i III I��l. J /PI_L u � Z - -/ _ -- - -,- -�- EW�f6' P C SEWER \ -' SSMH 7 +j- \ ' :if - - - - - -- - /- - ,.. -- - - - -�- I- ) S MH 8 r. C7 ilr )RIB - zCn F- r -} - - -- - -- - -- -- - - - - -- - T r ` \ ! j !� .SSMH #9 � '_- -- - I \ \ 1- NEW 2 � " PVC STORM \ INSTALL 20 LF OF 8" PVC�S g 1.OAG T9 Nil - INSTALL B_F'QF 8' PVC L 8' D/ WATER ' N 11999"6 745 190919.70 SS O 0.5% AND CAP END. -`� E 1304908.62 I p IE OF 8" AT CAP = 265.64 INSTALL ACE CLEANOUT TO AXISTING G(t�1D €I, / R ' _NEW 6' SIDE SEWER � IE OF 8" AT C.O. 275.20 (1 h / t T NOTE. 25` TEMPORARY CONSTRUCTION EASEMENT - - - - - ti I W SIDE SEWERS SHALL HAVE A MIN. - HDA BEN HMARI "BM -15° SLOPE OF 1X FROM THE SEWER MAIN OVERHEAD POWER AND TELEPHONE MAY REQUIRE SET RR jPIKE IM NORTH TO THE ADJACENT PROPERTY LINES. TEMPORARY RELOCATION TO ALLOW ROOM FOR CUT IN: FACE POWER POLE, ON SOUTH SIDE SEWER STUBS SHALL BE 6 FEET CONSTRUCTION. N 190936.8900 SIDE GR EL DRIVEWAY, OPPOSITE DEEP AT THE PROPERTY LINE IF POSSIBLE. E 1304924.5005 NORTHWE�T CORNER, HOUSE #2623 6�6" GATE (VALVE)(FL M 04C. BLOCK! U ELEVATION = 265.42' 1 -6" GATE VALVE (MJxMJ) ' 2 -6" RO -MAC COUPLINGS b1 TO STL ' NOTE., CONTRACTOR SHALL LOCATE EXISTING LOCAL I 6 "x8" INCREASER (PExMJ) WATER SERVICES TO HOUSES ALONG EASEMENT PER DETAIL ON SHEET 18 - AREA AND KEEP THEM IN SERVICE DURING ' CONSTRUCTION. THE WATER SERVICES ARE LOCATED IN THE VICINITY OF THE EXISTING EASEMENT AREA. SDMH #7 SERVICES SHALL BE TRANSF£RED TO THE NEW B" NEW 48 SDMH WATER MAIN UPON COMPLETION AND TESTING AND N +98940.6635 19 38.11 ACCEPTANCE OF THE NEW WATER MAIN. THIS WORK E - 1384946:4267 13 957.66 AND PAYMENT FOR IT SHALL BE INCIDENTAL TO OTHER RIM = 'x'. -6- 285.19 /{ BID ITEMS. IE 24" SE = 256.66 2 .31 ?® � �n.. C.o,A IE 24" W = 256.5i 254. 1 / SDMH 6 N 190936.8983 SSMH 9 NEW 48 SDMH NEW 48" SSMH N +98946:062'0 1909 7 SSMH #8 N X98944 -.3 66- 190942.12 a ,e npnp ast CONNECT TO EXISTING E +38464834331304650. SSMH 7 NEW -54' SSMH WITH INTERNAL - E ;3v494:4crc 1304960.02 6- STEEL WATER MAIN RIM = 223.58- 273.39 NEW 34- SSMH WITH INTERNAL DROP 48" N 19094...6#5 190944.40 RIM = 3$2:73285.22 IE 24' E = 154:99252.62 N /9896834F8-190950.43 E +394908.97851304909.65 /E 16" SE _ 255.5254.64 IE 24" W = 253:9•t 252.52 E 1304654.61 RIM = 285.99285.88 IE 16" W =255.55 254.54 RIM = 2758 273.63 IE 16" E = 256.39 254.37 IE 16" E = 254:85 252.73 IE 16" W = .155.29 235.27 IE 16" W = 253-.95 252.63 IE 8" S = 275..88 (Internal drop connection IE 8" S - 265.39 (internal drop connection 264.67 to be stubbed out of manhole 20 LF O 1.OX \ s to be si .. bed out of manhole 8 LF O 0.5X and capped) BOT 8" 254.40 and cap: .!) :.......... .... ... .. ...... .................. ....... .. ......... ............. -- - -- _ N 3 alp 8' WATER MAIN FROM 8-' WATER MAIN FROM o N 190944.7206 N 190936.8983 TO N 190944.7106 _ - 2 E 1304435.7206 E 1304924.5005 -£ 130.4495.7206 - -.- 0 To:.........I ......... ......... ......... ........... �- -..- - _ SHALL 'BE PUSH -TIN :JOINT PIPE : o N 190899.4896 E 1304306.1071 SHALL BE RESTRAINED N 190944.5097 TEST BORING W r n 1304515.6721 DINT PIPE AND FITTINGS 9-11 _ - N 19094N.�O07 1E 8" GATE VALVE .MJxMJ) . ...... 13045y 5.6721 11 -8" GATE VALVE (M J) mo Jr I t m ,26 INST NEW 3/1' PETER AND METER RO% AND gOMNECT EXISTING WATER SERVICES TO NE}V 8" WATER MAIN. LOCATION o E 215 ......... .... ......:.........:.........:.... ....:...... 109:61 LF OF 14" C905 PVC SD O 0.5X TO K FIELD ADJUSTED AHER CONTRACTOR 3 < - - - - - -- - -:- - - - LOCATES DUSTING SERVICES. nw Ltd x+9..52 LF OF 16' C905 PVC SS O O.SX SCALE 1 " =20' Q:..N .....:.........:......... aP E \ E °c CITY BENCH MARK 1166 APP X. BOTTOM - ^ ELEVATION: 247.87 FEET c rn 0 2 LOCATION: Intersect /on of NE TH ST a k Jones Ave NE. DESCRIPTION: 1/8" copper pin on 5" dia. round conc. man. 0.2 feet down In man. case. s 3 CERTIFICATION 41Ca DRj� I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON !� t4 Z ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER MY DIRECTION. U) 23W6 < a �` F.D. RINGEL L.S. 23613 DATE' &QWL yyiv ERIRES 9/11/ z z z o K 0�� 2 � \ I U 290 � '_- -- - I \ \ 1- NEW 2 � " PVC STORM \ INSTALL 20 LF OF 8" PVC�S g 1.OAG T9 Nil - INSTALL B_F'QF 8' PVC L 8' D/ WATER ' N 11999"6 745 190919.70 SS O 0.5% AND CAP END. -`� E 1304908.62 I p IE OF 8" AT CAP = 265.64 INSTALL ACE CLEANOUT TO AXISTING G(t�1D €I, / R ' _NEW 6' SIDE SEWER � IE OF 8" AT C.O. 275.20 (1 h / t T NOTE. 25` TEMPORARY CONSTRUCTION EASEMENT - - - - - ti I W SIDE SEWERS SHALL HAVE A MIN. - HDA BEN HMARI "BM -15° SLOPE OF 1X FROM THE SEWER MAIN OVERHEAD POWER AND TELEPHONE MAY REQUIRE SET RR jPIKE IM NORTH TO THE ADJACENT PROPERTY LINES. TEMPORARY RELOCATION TO ALLOW ROOM FOR CUT IN: FACE POWER POLE, ON SOUTH SIDE SEWER STUBS SHALL BE 6 FEET CONSTRUCTION. N 190936.8900 SIDE GR EL DRIVEWAY, OPPOSITE DEEP AT THE PROPERTY LINE IF POSSIBLE. E 1304924.5005 NORTHWE�T CORNER, HOUSE #2623 6�6" GATE (VALVE)(FL M 04C. BLOCK! U ELEVATION = 265.42' 1 -6" GATE VALVE (MJxMJ) ' 2 -6" RO -MAC COUPLINGS b1 TO STL ' NOTE., CONTRACTOR SHALL LOCATE EXISTING LOCAL I 6 "x8" INCREASER (PExMJ) WATER SERVICES TO HOUSES ALONG EASEMENT PER DETAIL ON SHEET 18 - AREA AND KEEP THEM IN SERVICE DURING ' CONSTRUCTION. THE WATER SERVICES ARE LOCATED IN THE VICINITY OF THE EXISTING EASEMENT AREA. SDMH #7 SERVICES SHALL BE TRANSF£RED TO THE NEW B" NEW 48 SDMH WATER MAIN UPON COMPLETION AND TESTING AND N +98940.6635 19 38.11 ACCEPTANCE OF THE NEW WATER MAIN. THIS WORK E - 1384946:4267 13 957.66 AND PAYMENT FOR IT SHALL BE INCIDENTAL TO OTHER RIM = 'x'. -6- 285.19 /{ BID ITEMS. IE 24" SE = 256.66 2 .31 ?® � �n.. C.o,A IE 24" W = 256.5i 254. 1 / SDMH 6 N 190936.8983 SSMH 9 NEW 48 SDMH NEW 48" SSMH N +98946:062'0 1909 7 SSMH #8 N X98944 -.3 66- 190942.12 a ,e npnp ast CONNECT TO EXISTING E +38464834331304650. SSMH 7 NEW -54' SSMH WITH INTERNAL - E ;3v494:4crc 1304960.02 6- STEEL WATER MAIN RIM = 223.58- 273.39 NEW 34- SSMH WITH INTERNAL DROP 48" N 19094...6#5 190944.40 RIM = 3$2:73285.22 IE 24' E = 154:99252.62 N /9896834F8-190950.43 E +394908.97851304909.65 /E 16" SE _ 255.5254.64 IE 24" W = 253:9•t 252.52 E 1304654.61 RIM = 285.99285.88 IE 16" W =255.55 254.54 RIM = 2758 273.63 IE 16" E = 256.39 254.37 IE 16" E = 254:85 252.73 IE 16" W = .155.29 235.27 IE 16" W = 253-.95 252.63 IE 8" S = 275..88 (Internal drop connection IE 8" S - 265.39 (internal drop connection 264.67 to be stubbed out of manhole 20 LF O 1.OX \ s to be si .. bed out of manhole 8 LF O 0.5X and capped) BOT 8" 254.40 and cap: .!) :.......... .... ... .. ...... .................. ....... .. ......... ............. -- - -- _ N 3 alp 8' WATER MAIN FROM 8-' WATER MAIN FROM o N 190944.7206 N 190936.8983 TO N 190944.7106 _ - 2 E 1304435.7206 E 1304924.5005 -£ 130.4495.7206 - -.- 0 To:.........I ......... ......... ......... ........... �- -..- - _ SHALL 'BE PUSH -TIN :JOINT PIPE : o N 190899.4896 E 1304306.1071 SHALL BE RESTRAINED N 190944.5097 TEST BORING r n 1304515.6721 DINT PIPE AND FITTINGS 9-11 _ - 7 0: 8" GATE VALVE .MJxMJ) . ...... LAS ------- - - - - -- ��0:.... Vi 215 ......... .... ......:.........:.........:.... ....:...... 109:61 LF OF 14" C905 PVC SD O 0.5X W - - - - - -- - -:- - - - - - - - - - p Ltd x+9..52 LF OF 16' C905 PVC SS O O.SX .....� Q:..N .....:.........:......... 222.5.....:.........:.........: APP X. BOTTOM - W OF TEST BORE ' 240 ..... - 1 ...:.........:............................ .....................:......... ......... EXISTING GROUND - - - _ - - - - 3° COVER MIN. _ - - - - 6" MINIMUM CLEARANCE TER BETWEEN AND WA GAS - -698 LF_ OF- 8 "- -DI- WATER. MAIN ---- 307 - " ----- ----- -- --------- -- ---- 288.13 LF OF 24" C905 _PVC SD O 0.5X :-,AP LF OF 16 - C905 PVC SS O 0.5m st-.56 LF OF 16' C905 PVC SS O 931, ..... ------------ - --- --- - -- ------'55 0... ................. ....4 ....:......... ......... : --------- :.. ALL WORK ON THIS SHEET IS : SCHEDULE "A" = PROFILE = SCALE = HORIZ. I"=20' VERT. T " =10' - - -- - - - -- - -- -- - - - - -- - - -- I - - - -- -- -- ..290.... LO LAJ W W: W w ............ c SCANNED JUL 2 7 20C; J a o ......:.2.8.0...:..... ......:270...:..... .2.6.0...:.... 250...:..... ....24.0...:.... 230