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Home My WebLink AboutS-216226N (0 N o� � N KLMUVL LXISIINU MH ANU KLVLAG WITH NEW 48" MH WITH OUTSIDE N cv i RIM = 245:66 243.76 DROP 0- SHORING PER THE SECTION 7- 08.3(1)B rY 1E 72" rd'W = 44 229.66 w O _29 IE 16" SE = 229.74 230.21 z I- z w E 1304026.6393 ww v ti u Q W w b Z Z CD Z 7 I [� W fY � ll� ry w mw zw QQQ(n NEW fib- TYPE -2 48 - ROUNDWATER :LEVEL NOV. 18, 1996 _ .N ' ° ",x,,,09.1743 191310.66 W lyj - (n E 1393981- 83391 303983.20 RIM = 24= 242.48 � � CV n, Z w w CD \� az(J-) F__ ............... .... . .. . .. - Q W N O N-_ a N - 1 - 01 R D I 0 a° o° wz y 0 0 3*E � a �w W �a o' o �E b mE a'N o F z o W "» MON. IN CASE ,y` N 191284.6698 / �- i I HDA BENCHMARK "BM -19" / E 1304026.6393 -- r/-- - - -. - SET RR SPIKE IN NORTHWEST I / FACE OF A DYING 12" ALDER i� ELEVATION = 241.58' / - - - - - _ -.- - - -� „ „ NOTE. CONSTRUCTED AND (MA1 / FILTER FABRIC FENCE SHALL l I a_I - 1 - - \ CITY -OWNED I ALONG DOWNHILL EDGE OF COIN��`E`TR,UCTI EASEMENTS TO I \ LOT 4, WELLS SHORT PLAT WOODED AREAS. PROTECT WETLAtJD /AND w - - I. _____-240 DEFLECT 18" O.D.! HOPE SS/ y FROM NARROW TRENCH TO / NEW SSMH . TRANSITION OF 100 FEET / /n1 r i ii �9 SHALL UTILIZE A MIISIMUM EX SSMH „A„ lO / RIM 242.17 I / 12 "(E,NW) _ -�_ _i CT INV E 230.09 INV NW 229.99 i /� X ✓ J._i�. NEW 18" O.D. HOPE SEWER �O i / _//F ✓ ! / ,SSMH /( ANGLE POINT IN r8" �Ov �C.¢ �' ? / ' EMENT.' I O.D. HDPE SS LINE i ��- i ANGLE- POINT. IN 181" / / �,0 i 5' �I N 191191.0907 J i O.D! HOPE SS LINE / ' -- N'191'045.f064.(�,j7X /� ` i� ✓I ;W i i1 -f 303986.-8209- E 1303985.68941 - - - �- / i i i / SSMH ce #1 WN - ---- -- ® EST NG' MH�# 1/- / W TRENCH PLUGS TEST BpRIN6 / 20' TEMPORARY y J I ANGLE POINT- 11V "28° lj J` 1, O.D. NEW 28' O.D. HDPE STORM � / I/ / A CONSTRUCTION EASEMENTS / 26 - ` J E 303984.5210NE / N D. `DES SI / E 19/UTIl1 / / / / X / / # , / TY.EASEMENT // / / % �� "F.� -, l / E 130398313894 / STORM AROUND CONTRACTOR TO PROTECT NEW SSMH CHAIN LINK FENCE AND ~ GARAGE ADJACENT TO j -' 2q5 'ABANDON EXISTING CB TYPE -2 5 FOOT EASMENT AREA. _`NeN c- SEWER `V (TYPleLL1' HDA BENCHMARK "BM -18" RIM = 243.09 ST SET RR SPIKE IN 1CON.(S,NNW)= 234.89 LE. 5" FR ELEVATION A 30' 018 \ I NOTE. EX SSMH BRIM 243.51 r SIDE SEWERS SHALL HAVE A MIN. 1 SLOPE OF 2% FROM THE SEWER MAIN 12 "(SE,NNW) INV NW 229.66 I TO THE ADJACENT PROPERTY LINES. NOTE. INV SE 230.21 I SIDE SEWER STUBS SHALL BE 6 FEET DISTURBED SHALL DBE HAYDROSEEDED.E SCALE 1"=20' DEEP AT THE PROPERTY LINE IF POSSIBLE. I ALL DEVELOPED LAWNS SHALL BE SSMH # 1 RESTORED WITH SOD. CITY BENCH MARK 4266 EX. SSMH ..B.. N 191346.5039 -- -- --------------- -------------- --- -- -- -------- -------- -- ------ -- -----THE PROPOSED - HDPE- STORM .AND- --- - - ----:.........: - KLMUVL LXISIINU MH ANU KLVLAG WITH NEW 48" MH WITH OUTSIDE F 7303936.9951 RIM = 245:66 243.76 DROP RIM = 243.49 243.51 SHORING PER THE SECTION 7- 08.3(1)B N 19,303- 0623191304.89 1E 72" rd'W = 44 229.66 EX. SSMH "A" E ' , ° 1303998.57 _29 IE 16" SE = 229.74 230.21 - RIM = °�= 224.01 E 1304026.6393 AND A MINIMUM SLOPE:OF 0.5% - IE 16" SE = 236:8-7230.21 RIM = 242.2; 247.17 IE 16" SW = 230:84 230.91 IE 12" E = �--r &230.09 '238.16229.99 IE 16" NW =2;50�0 230.11 IE 16" NW = - IE 16" SW = 236.62 CB #1 NEW fib- TYPE -2 48 - ROUNDWATER :LEVEL NOV. 18, 1996 _ .N ' ° ",x,,,09.1743 191310.66 W lyj - (n E 1393981- 83391 303983.20 RIM = 24= 242.48 IE 28 "O.D. S = 236.98 236.67 IE EXISTING 15" SE = 235:34 36.0' IE 24" NW = 2;55.20 234.78 ............... .... . .. . .. - N 191320.8596 E 1303967.1224 - RIM = 243.09 - IE 15 SE _ :234.89 .� ................ . -0- .. - :.........!E 15 NW = :234.89 M .......2.6.0 :W ...2.5.0. W .......24.0. .. ......... N 1912856642 191278.70 -- -- --------------- -------------- --- -- -- -------- -------- -- ------ -- -----THE PROPOSED - HDPE- STORM .AND- --- - - ----:.........: - E 13039874751 1303986.48 - - - APPDX. BOTTOM RIM = 245:66 243.76 THE CONTRACTOR SHALL PROVIDE IE 18 "O.D. S = 237.9-5 237.09 SHORING PER THE SECTION 7- 08.3(1)B IE 16" NE = 237-.e5 236.99 OF THE SPECIAL PROVISIONS. (TYPICAL) EX. SSMH "A" - - - - - HAVE A MINIMUM COVER OF 4 FEET- - - - N 191284.6698 - - .. ........... -. HORIZ..1 E 1304026.6393 AND A MINIMUM SLOPE:OF 0.5% - RIM = 242.2; 247.17 IE 12" E = �--r &230.09 '238.16229.99 - IE 16" NW = - SSMH #3 NEW 48 SSMH N 99f004.f776- 191005.81 E X1303987.42 RIM = 258.00 IE 16" SE = 250.04 248.69 IE 16" N = 350.14 248.59 SDMH #2 NEW 48' SDMH N w ^, ;-.6;5-24 19101 E 1303982.94551303 RIM = 258.00 IE 24" SE = zSBr"rr IE 24" N = 259.06 ELEVATION. 247.87 FEET LOCATION. intersection of NE 28TH ST & Jones Ave NE. DESCRIPTION.: 118" copper pin on 5" dia. round conc. man. 0.2 feet down in mon. case. CERTIFICATION I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL Sy"4cI�3 LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON !Y ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER MY DIRECTION. F.D. RINGEL L.S. 23613 DATE: EXPIRES 9/11// ........ 4 ..............----- .------- .. ..........---------------- .- ............ ------ -- -- --------------- -------------- --- -- -- -------- -------- -- ------ -- -----THE PROPOSED - HDPE- STORM .AND- --- - - ----:.........: - I - - - APPDX. BOTTOM -- ' - - ® MIN. 0.5% BETWEEN SSMH - #2 HOPE SANITARY SEWERS LINES SHALL OF TEST BORE - AND :SSMH 13 - - - - - - HAVE A MINIMUM COVER OF 4 FEET- - - - PROFILE SCALE ....... - - .. ........... -. HORIZ..1 ALL :WORK ON THIS SHEET IS: SCHEDULE "A" : AND A MINIMUM SLOPE:OF 0.5% - FROM CB /1 AND SSMH#2 TO SDMH#'2 - - - - - - - AND SSMH #3. - - -- - - - - -- - - - - - -- --------- ----------------------- .......... . TRENCH PLUG - - - TEST BORING - - N 191185.7205 - - - - - HB -1 E 1303985:7247 _ (SEE DETAIL SHEET 18): N TRENCH PLUG 1911 4.599 2 �XjSTj �o� / _.:. ... /... . ----------- - W - W 3: N - ROUNDWATER :LEVEL NOV. 18, 1996 _ - - (SEE - DETAIL SHEET 18) - - - - - i % - _ _ _ _ _ _ - -Ul- I L .- BOTTOM - 304 LF OF 28" O.D. HOPE SD - �0 MIN. 0.5% BETWEEN CB_ #1 _ : _ _ - - _ dNn SnM.H 87 W lyj - (n 2.3.0.. - ` -. .. - 21:.1 % - 29 17-H3 LF OF: 16" C905 PVC SS 0 f.ON 76 0.1% SCHEDULE "A" WORK -72- LF OF 16" C905 PVC SS ®6:431 : 35 0.6% - SCHEDULE 'A" WORK 291 LF OF 16" C905 PVC SS ® 8:43 ................. 2. 2. 0. ............................... .............. :................. CHEDULE,'A" WORK..... SCHEDULE "C" WORK 5WP -2' -2/82 WWP- j,7 -W42 SEE SHEET 13 - - - -- --- - - - - -- -- -- ............ -_ - - 276.55 LF OF 18" O.D. HOPE SS - I - - - APPDX. BOTTOM -- ' - - ® MIN. 0.5% BETWEEN SSMH - #2 - OF TEST BORE - AND :SSMH 13 - PROFILE SCALE ....... - - -- -- - - - -- - - - - -- -- --------- -- -- - - - -- - .. ........... -. HORIZ..1 ALL :WORK ON THIS SHEET IS: SCHEDULE "A" : VERT. 1"=10' 031 :...27.0 ------ .: . 2.6.0.:........ .......:...2.5.0.:...... .. ...2.4.0.:......... .......... .:........... SCANNED JUL P s