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Home My WebLink AboutS-216228n 0 ^l h � I y N N 1 �7 C • S N rn NOTE: cN0 °a '0 N C, C/) I ABERDEEN AVE NE AND SSMH #6. THE ROAD SHALL BE CONSTRUCTED AND MAINTAINED N I 1 IL 0:� 2� w O N 190936.8983 N 190944.7.06 TO ALONG DOWNHILL EDGE OF CONSTRUCTION L� w v �.2E ry M 4_ U-1 z0 z w Cr� THE ROAD SHALL BE 6" DEEP COMPACTED CRUSHED o w - WOODED AREAS. � off zw _ _ - :..-------- Q Q U Q H \z w I F -- __ C/- Q STANDARD SPECIFICATIONS. W - - (V ck� W LJ Iw � z - Cn I- a w :SHALL BE RESTRAINED Qo 0 0 (s,z y� - TEST BORING 0 C 3 E _ - - - - - - - - - - 6 "TMINIMUM CLEARANCE Ey Q 20' TEMPORARY Z 76w L) In4 o SCALE 1 " =20' CONSTRUCTION EASEMENT g) - 8" GATE VALVE (MJxMJ) m'E -- ---- -AJ 26S E CITY BENCH MARK 1266 c°1N ELEVATION: 247.87 FEET c, LOCATION: Intersection of NE TH ST a & Jones Ave NE. DESCRIPTION: 1/8" copper pin on 5" dia. round conc. man. 0.2 feet down in man. case. N 190944.097 <A4 E 1304515.6721 '`,1 -8" GATE VALVE L INSTAµ NEW 3/4° METER AND METER BOX AND NNECT EXISTING WATER SERVICES TO NEIN 8- WATER MAIN. LOCATION TO BE, FIELD ADJUSTED AFTER CONTRACTOR LOCAT[S EXISTING SERVICES. �m 2� NOTE: 8" WATER MAIN FROM I GRAVEL ROAD RECONSTRUCTION WILL BE BETWEEN FILTER FABRIC FENCE SHALL I ABERDEEN AVE NE AND SSMH #6. THE ROAD SHALL BE CONSTRUCTED AND MAINTAINED ,n a I BE 15 FEET WIDE, 7.5 FEET ON EITHER SIDE OF N 190936.8983 N 190944.7.06 TO ALONG DOWNHILL EDGE OF CONSTRUCTION THE CENTERLINE OF THE PERMANENT EASEMENT. M EASEMENTS TO PROTECT WETLAND AND . THE ROAD SHALL BE 6" DEEP COMPACTED CRUSHED E 1304495.7206 ... ....TO :......... WOODED AREAS. - E 1304924_.500.5 - E 130.4495.7206 .SHALL BE PUN- PUN PIPE :.... _ _ - :..-------- ROCK PER SECTION 9- 03.9(3) (TOP COURSE) OF THE H - ._...... STANDARD SPECIFICATIONS. W - - EXISTING GROUND :_ _ - - _ - - - --- -- - - - -- - - - 3 CO LJ - - 2 :SHALL BE RESTRAINED : N 190944.5097 E 1304515.6721 - TEST BORING ' _ - - - - - - - - - - 6 "TMINIMUM CLEARANCE 20' TEMPORARY N CONSTRUCTION EASEMENT g) - 8" GATE VALVE (MJxMJ) 2j -- ---- -AJ co -ry------ - - - - - -- -- V - `O - -- 15' UMM EASEMENT -, 15' UTILITY EASEMENT / / TEST BORING B ; \ _ _ 1� ®1, . EW TS PVC SEWER .. M. ___ - - -. .- ' - -. - - -- - - - -- - - - - - - -- - - - 26S E CITY BENCH MARK 1266 c°1N ELEVATION: 247.87 FEET c, LOCATION: Intersection of NE TH ST a & Jones Ave NE. DESCRIPTION: 1/8" copper pin on 5" dia. round conc. man. 0.2 feet down in man. case. N 190944.097 <A4 E 1304515.6721 '`,1 -8" GATE VALVE L INSTAµ NEW 3/4° METER AND METER BOX AND NNECT EXISTING WATER SERVICES TO NEIN 8- WATER MAIN. LOCATION TO BE, FIELD ADJUSTED AFTER CONTRACTOR LOCAT[S EXISTING SERVICES. �m 2� 8" WATER MAIN FROM CERTIFICATION I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL 8" WATER MAIN FROM - _ - - - - - LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON � oT ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER MY DIRECTION. ,n a < g F.D. RINGEL L.S. 23613 DATE: 1 0 I 41CK D $! w r �238613 l `�11L LAN9 EXPIRES qpq I � I D I I OJ HDA BENCHMARK "BM -10" FTI SET RR SPIKE IN WEST FACE POWER POLE, FTI ON E. SIDE ABERDEEN AVE. N.E. z z 220'± S. OF N.E. 27TH ST. ELEVATION = 285.43' :CITY PARKS D ; PROPERTY FT] , z i 1 it I I I i 1 1 jr� 1 / ------ - - - - -- - - - - -- -. --i SSMH #8 .i `r SSMH #9 __-7. - -- - - -- - -- - - - -- - - - NEW 24" PVC STORM \ INSTALL 20 LF OF B" lPVC 1.0 TO \ v v LF-�OF 8° PVC N 4-919 >r7vs 1NSTAtL -8 1909119.70 \ a I/FN! 8° DI WATER SS ® 0.5% AND CAP END. E 4�M1?iF� 1304908.62 IE OF 8" AT CAP = 265.64 - - - INSTALL ` ACE CLEANOUT TO EtXIS PING GRAD£ � NEW 6- SIDE SEWER IE OF B' AT C.O. 275.20 J I (T- -- - - - - -- - - - - - - - - - - - - - NOTE: 25' TEMPORARY CONSTRUCTION EASEIIENij - - - - - - - - - - - - - -� SIDE SEWERS SHALL HAVE A MIN. , HDA BEN HMARI� "BM -15" OVERHEAD POWER AND TELEPHONE MAY REQUIRE SET RR PIKE I NORTH SLOPE OF 2N FROM THE SEWER MAIN TEMPORARY RELOCATION TO ALLOW ROOM FOR CUT IN: M TO THE ADJACENT PROPERTY ONES. , FACE POWER POLE, ON SOUTH SIDE SEWER STUBS SHALL BE 6 FEET CONSTRUCTION. N 190936.8983 E 1304924.5005 ' SIDE GR EL DRIVEWAY, OPPOSITE DEEP AT THE PROPERTY LINE IF POSSIBLE. 6 "x6" TEE (MJxFL) W/ C04C. BLOCK NORTHWEQST CORER, HOUSE #2623 1 -6" GATE VALVE (FLxMJ) ELEVATION = 266.42' 1 -6" GATE VALVE (MJxMJ) I 2 -6" RO -MAC COUPLINGS bl TO STL NOTE: CONTRACTOR SHALL LOCATE EXISTING LOCAL 6 "x8" INCREASER (PExMJ) WATER SERVICES TO HOUSES ALONG EASEMENT PER DETAIL ON SHEET 18 I 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 TRANSFERED TO THE NEW 8" NEW 48 SDMH WATER MAIN UPON COMPLETION AND TESTING AND N 190940.663 19 19 38.11 ACCEPTANCE OF THE NEW WATER MAIN. THIS WORK E 9119 -�'- .0-427 13 957.66 AND PAYMENT FOR IT SHALL BE INCIDENTAL TO OTHER RIM =z-�- 285.19 BID ITEMS. IE 24" SE = 235:66 2 .31 IE 24" W = X53 254. 1 SDMH #6 N 190936.8983 SS T _ i , i NEW 48 SDMH NEW 48- SSMH SSMH 8 E CONNECT TO 010.5 N 49B94fr98201909 7 N ' ^^ 190942.12 SSMH 7 cone npnP CONNECT. TO EXISTING E " ^moo � r °. "1304650. # NEW 3+ SSMH WITH. INTE. NAL 48" E '.' ^� 4.-4 =n 1304960.02 RIM = "z, -3:Srr 273.39 NEW 34- SSMH WITH INTERNAL DROP 48" N ' ^ ^� 190944.40 6" STEEL WATER MAIN IE 24" E = 354.-89252.62 N 1 190950.43 E 1364988.eF65 1304909.65 IE 24" W = 253.- 91 - 252.52 E 39=656-.4- 1304654.61 RIM = 235:eO 285.88 RIM = 3338 273.63 !E 16" E = R5539- 254.37 IE 16" E = .2''54=05. 252.73 IE 16" W = 355. -29 235.27 !E 16" W 253:95252.63 IE 8" S = 2-75:60 (Internal drop connection IE 8" S = 26360 (Internal drop connection 264.67 to be stubbed out of manhole 20 LF ® 1.0% to be stubbed out of manhole 8 LF 0 0.53K and capped) BOT 8" 254.40 I and capped) 290 RIM = 283 285.22 IE 16" SE = 255.65254.64 IE 16" W = 255.55 254.54 APPDX. BOTTOM OF TEST BORE - �40..... _....... ... 230: _ .........:........ : .... ... SI-P- 2' -21dt1 w1NP a7 -2062 wnv-.A7 -0182 ALL WORK ON THIS SHEET IS SCHEDULE "A" = PROFILE = SCALE _ HORIZ. 1"=20' VERT. t " =10' ROLL 17 ........ 290. .... 2�a .270 :..... 2.6.0..- :..... 250 -- - - - - - -- - -- -- - - -- - - -- 24.0..:._ I 230 - -- - - -- - -- - /j S�At1HED J% C 7 MII - `F r,4 t^ I--.)- .v.1.2//) < w Cy'I F, 1 a 8" WATER MAIN FROM 8" WATER MAIN FROM - _ - - - - - N 190944:7206 N 190936.8983 N 190944.7.06 TO - . E 1304495.7206 ... ....TO :......... - .........:......... ..........:............ - E 1304924_.500.5 - E 130.4495.7206 .SHALL BE PUN- PUN PIPE :.... _ _ - :..-------- - - - - - - - - - .- - - --------- ------ ----------- ----------- --------- _----- ------ -- --- - - -- - - ----......... ............. - - - ......... - ._...... N 190899:4896 E 1304306.1071 - - EXISTING GROUND :_ _ - - _ - - - --- -- - - - -- - - - 3 CO - - :SHALL BE RESTRAINED : N 190944.5097 E 1304515.6721 - TEST BORING : _ - - - - - - - - - - 6 "TMINIMUM CLEARANCE 270 DINT PIPE AND FITTINGS - 8" GATE VALVE (MJxMJ) B -11 - - - - _ BETWEEN WATER AND GAS .. -- --- - - - - R -- ------- --- - - - - -- - sss LF of e° DI WATE MAIN - - - -_ - -- W W ------- - - - - -- -- W - U' ...260 T.. ................... 215:........ .. ................................ ............. ........... ......... --- - ----- ------- -------- 307----------- ---- ----- -------------- --- - -- - - - -- ..... ............ ........ ..in :.. 299.51- LF OF 24" C905 PVC SO ® 0.5% : : : : 288.13 LF OF 24" C905 _PVC SO ® 0.5% - - - - W : W -- -- - - -- - -- - - -- - - - -- . -�.m W LiJ _R19.52- LF OF 16" C905 PVC SS ® 0.5% : : VC SS -r-� 6 "- C C SS ® -8:§PE 3t.-Sfr OF S-P ®B:r�G _ LF OF 1 905 PV : LF _ 16 C90 250..(n... - 222.5 .: - 255 0 6% - 50.4 0.3% ------------- - - - - -- - -- - - --- ------- - - - - -- ----------------------- APPDX. BOTTOM OF TEST BORE - �40..... _....... ... 230: _ .........:........ : .... ... SI-P- 2' -21dt1 w1NP a7 -2062 wnv-.A7 -0182 ALL WORK ON THIS SHEET IS SCHEDULE "A" = PROFILE = SCALE _ HORIZ. 1"=20' VERT. t " =10' ROLL 17 ........ 290. .... 2�a .270 :..... 2.6.0..- :..... 250 -- - - - - - -- - -- -- - - -- - - -- 24.0..:._ I 230 - -- - - -- - -- - /j S�At1HED J% C 7 MII - `F r,4 t^ I--.)- .v.1.2//) < w Cy'I F, 1 a