The URL can be used to link to this page

Home My WebLink AboutS-216214-,--; -1 CJ�. 1' ALDER OF A DYING 12" ALDER TION = 241.58' o L I� Lu EX SSMH „A °, � / / �/ / , I f` DEC� 1 l� Cq SHALL urIu -.�. / /�'� - TRANSITION ( �- RIM 24 % I �� Z� 12 "(E;NW) i -0nnaPL j. %r� W� Q.r �/ (/� 1� - HOUSE [ I INV E 230.09 r; -' X l r j z r.g,,AL1lER Ill NW' 229.99 u a� 8'FIRS / i t .' -Q 2xt3 HEMLf;C_'K:�' �/� l //; /.� /.Irl may_ t ,J Iv _NEW 18 "_b.6. /HDPE SEWER CIO Im ® -v. !` `! \ AL �. -� U 21 x" - ANGLE POV.'T IN \T8 »..: h � �Q`- i., ORIVF. v- UT,LUTY,:EAS ENT O.D. HOPE SS LINE'. ANGLE�POINT IN 18. , y+. SS• a ' ;,i : i N ':191191.0907 ! i 0 D/ HDPE�SS NNE _ s: Cm Z �9, /�' i / /, RAG c�;' .1 -� / / / V Nom' E i i N' 1:91'045:60�� t v , = L=�,�% 3,.iIR- // r'° `^ t.�- �� -- E303§ss:a209- - h[ i :kU t. . , / / t H 2O _ �1. / / / E 130 985.6894 " - - p N TRENCH PLUGS Oil / I I. �, ` f�,� : [ _-'_ __ '. / TEST BORING s a JR f a G, RAGE $(j Ct:- \ : v ,. ,.... -, /� ( . 20 TEMPORARYi 4t z G_ f n / �. _ \ /. u -CONSTRUCTION EASEMEN ANGLE- POINT--114".'28 .n :1, i.,. 1 NEW g O.D. HOPE STORM., :.� /. " 114.. FIR i rr': W 0,01 'HDPE SS'LINE S. ::.I.:; .,, /..gNGLF POINT IN 28. :2 .., I f Il., � / ,;� , , w,J _�_ _._..� � 'tom f f _F`'tK (J 191191.1139 � O: D. HOPE SS L/NE. h� E.1303984.5210 5910 ;5 ljTIDTY TEASE ENT M o � > �� ,,, z / Ox � � i ' El 1303983`.3894 F of 2 tIR z - -= ' 3 y 4 EDAP. z /__. DEFLECT NEW LAWN, 'L k STORM AROUND �: # CONTRACTOR TO 'PROTECT L -- N E-I NEW SSMH 2 CONTRA CHAIN LINK FENCE AND a °° t✓ �..0 R-i m° f/ / /' / /� _,i.^i ` ��`" GARAGE ADJACENT TO ABANDON EXISTING CB TYPE -2 5 FOOT EASMENT AREA.I NEW 6" SIDE SEWER (TYPICAL) HDA ',' /� / / RIM =243.09,C.(SE,NNW) 234:89 SDIviH SET Y� I/ a �E / ( I.E. 15 CON _ FACE mN / PIM 4 -.56 ELF\ n �I ='m % I C 157: (E)- 2.55.96 NOTE. EX SSMH "B` 15''CONC {NN!) =235.86 SIDE SEWERS .SHALL HAVE `A MIN.. RIM 243.51 SLOPE OF 2% FROM THE SEWER MAIN ,,YESTIBORING I.J.I.' i �/ � (l 12 "(SE,NNWjkV NW '229,66 TO THE 230 : ADJACENT PROPERTY LINES. INV SE NOTE: : WHICH ARE i :21 SIDE SEWER STUBS ALL UNDEVELOPED AREAS SHALL BE 6 FEET DISTURBED SHALL BE HYDROSEEDED. DEEP AT THE PROPERTY LINE IF POSSIBLE. ALL g SSMH #1 RESTOREDLWITH SOD.. SHALL BE o EX. SSMH 'B" _ __ REMOVE EXISTING MH AND REPLACE gg N 191346,5039 WITH NEW 48" MH WITH OUTSIDE S E 1303936,9951 DROP SDMH #2 RIM = 7,43.49 243.51 191304.89 SSMH #2 NEW 48 SDMH 191004.2 1303998 57 19 109 h 660 0 E 12 », NW =s-*� 229.66 RIM 224`01 NEW 48 ", MH E r IE 16" SE = fir- 230.21 I „ -'--- N 43!0865 -66•l 191276.70 30.ioo�. SCALE 1"=20' CITY BENCH MARK #266 ELEVATION: 247.87' FEET LOCATION: Intersection of NE 28TH ST & Jones Ave NE. DESCRIPTION: 1/8" copper pin on 5" dla. round conc. man. 0.2 feet down In mon. case. 3 � " SW = 294- a�230.21 E 439398Tr+�Si- 1303986.48 RIM 258.00 IE 16 o w f9fl -I 230.91 RIM = 1243.76 THE CONTRACTOR SHALL PROVIDE IF 24" SE l5s -t,3-2 0 ao IE 16" NW = -A;o -6 - 230.11 IE 18 „0.D. S =�= 237.09 SHORING PER THE SECTION 7- 08.3(1)B IE 24" N = 066v9fs 248. V) IE 18 SW 236.62 IE is NE - x 236.99 a - OF THE SPL"CI L PROVISIONS.: TYPICAL CERTIFICATION - A N CB #i I ' SSMH ' 3 L' HEREBY CERT {FY THAT THE HORIZONTAL AND VERTICAL N W, SSMH "A' # LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON E 6�I TYPE, 2 „ -48 SSMH ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER N,.. i i N :199284.6698 '� I I. I: NEW ,.,.. H e9-k3- 191310.86 / EX , ( :E i n o 6.GS 3 :. r: N- f9f68rk�1 7�e191005.81 :. MY IDIREC ION. :. 1 983.20 3 4 2 9... I.. :,..x_988:...,.:8 W' „_ RIM _ ;. c,T�' E .x..1303987:42 RIM. __ 242.48x; I - _ _' ,247.117 I _ z » - _ rr. 9E 28 O.D. S'= gT.,6- 99('238.87 IE 12: IE - 2230.09 RIM - 258.00 o \ i„ _ Bi', 5E F.D. RINGEL L S. 23613 DATE: IE:EXISTING 15 SE =i3�34 36.05 i !E 16': NW 03errG_229.99 IE 1 I�. 59- 8246.69. of o o % IE 16 "'N - 46B:4�k 248.59 IE -2d" NW �s:0a234.78 .... i ... .. .. .... ............... ............. .... I ........... .................. ...... ............ ............................... J, 1 r� 3� m Ns i oNoN / N N a . .. E 1303967.1224 RIM = 243.09 IE 15" SE =:234.89 0 _1- ui d Z Zi Ill TEST BORING V w Q . . : bbl O Z -,--; -1 CJ�. 1' ALDER OF A DYING 12" ALDER TION = 241.58' o L I� Lu EX SSMH „A °, � / / �/ / , I f` DEC� 1 l� Cq SHALL urIu -.�. / /�'� - TRANSITION ( �- RIM 24 % I �� Z� 12 "(E;NW) i -0nnaPL j. %r� W� Q.r �/ (/� 1� - HOUSE [ I INV E 230.09 r; -' X l r j z r.g,,AL1lER Ill NW' 229.99 u a� 8'FIRS / i t .' -Q 2xt3 HEMLf;C_'K:�' �/� l //; /.� /.Irl may_ t ,J Iv _NEW 18 "_b.6. /HDPE SEWER CIO Im ® -v. !` `! \ AL �. -� U 21 x" - ANGLE POV.'T IN \T8 »..: h � �Q`- i., ORIVF. v- UT,LUTY,:EAS ENT O.D. HOPE SS LINE'. ANGLE�POINT IN 18. , y+. SS• a ' ;,i : i N ':191191.0907 ! i 0 D/ HDPE�SS NNE _ s: Cm Z �9, /�' i / /, RAG c�;' .1 -� / / / V Nom' E i i N' 1:91'045:60�� t v , = L=�,�% 3,.iIR- // r'° `^ t.�- �� -- E303§ss:a209- - h[ i :kU t. . , / / t H 2O _ �1. / / / E 130 985.6894 " - - p N TRENCH PLUGS Oil / I I. �, ` f�,� : [ _-'_ __ '. / TEST BORING s a JR f a G, RAGE $(j Ct:- \ : v ,. ,.... -, /� ( . 20 TEMPORARYi 4t z G_ f n / �. _ \ /. u -CONSTRUCTION EASEMEN ANGLE- POINT--114".'28 .n :1, i.,. 1 NEW g O.D. HOPE STORM., :.� /. " 114.. FIR i rr': W 0,01 'HDPE SS'LINE S. ::.I.:; .,, /..gNGLF POINT IN 28. :2 .., I f Il., � / ,;� , , w,J _�_ _._..� � 'tom f f _F`'tK (J 191191.1139 � O: D. HOPE SS L/NE. h� E.1303984.5210 5910 ;5 ljTIDTY TEASE ENT M o � > �� ,,, z / Ox � � i ' El 1303983`.3894 F of 2 tIR z - -= ' 3 y 4 EDAP. z /__. DEFLECT NEW LAWN, 'L k STORM AROUND �: # CONTRACTOR TO 'PROTECT L -- N E-I NEW SSMH 2 CONTRA CHAIN LINK FENCE AND a °° t✓ �..0 R-i m° f/ / /' / /� _,i.^i ` ��`" GARAGE ADJACENT TO ABANDON EXISTING CB TYPE -2 5 FOOT EASMENT AREA.I NEW 6" SIDE SEWER (TYPICAL) HDA ',' /� / / RIM =243.09,C.(SE,NNW) 234:89 SDIviH SET Y� I/ a �E / ( I.E. 15 CON _ FACE mN / PIM 4 -.56 ELF\ n �I ='m % I C 157: (E)- 2.55.96 NOTE. EX SSMH "B` 15''CONC {NN!) =235.86 SIDE SEWERS .SHALL HAVE `A MIN.. RIM 243.51 SLOPE OF 2% FROM THE SEWER MAIN ,,YESTIBORING I.J.I.' i �/ � (l 12 "(SE,NNWjkV NW '229,66 TO THE 230 : ADJACENT PROPERTY LINES. INV SE NOTE: : WHICH ARE i :21 SIDE SEWER STUBS ALL UNDEVELOPED AREAS SHALL BE 6 FEET DISTURBED SHALL BE HYDROSEEDED. DEEP AT THE PROPERTY LINE IF POSSIBLE. ALL g SSMH #1 RESTOREDLWITH SOD.. SHALL BE o EX. SSMH 'B" _ __ REMOVE EXISTING MH AND REPLACE gg N 191346,5039 WITH NEW 48" MH WITH OUTSIDE S E 1303936,9951 DROP SDMH #2 RIM = 7,43.49 243.51 191304.89 SSMH #2 NEW 48 SDMH 191004.2 1303998 57 19 109 h 660 0 E 12 », NW =s-*� 229.66 RIM 224`01 NEW 48 ", MH E r IE 16" SE = fir- 230.21 I „ -'--- N 43!0865 -66•l 191276.70 30.ioo�. SCALE 1"=20' CITY BENCH MARK #266 ELEVATION: 247.87' FEET LOCATION: Intersection of NE 28TH ST & Jones Ave NE. DESCRIPTION: 1/8" copper pin on 5" dla. round conc. man. 0.2 feet down In mon. case. 3 � " SW = 294- a�230.21 E 439398Tr+�Si- 1303986.48 RIM 258.00 IE 16 o w f9fl -I 230.91 RIM = 1243.76 THE CONTRACTOR SHALL PROVIDE IF 24" SE l5s -t,3-2 0 ao IE 16" NW = -A;o -6 - 230.11 IE 18 „0.D. S =�= 237.09 SHORING PER THE SECTION 7- 08.3(1)B IE 24" N = 066v9fs 248. V) IE 18 SW 236.62 IE is NE - x 236.99 a - OF THE SPL"CI L PROVISIONS.: TYPICAL CERTIFICATION - A N CB #i I ' SSMH ' 3 L' HEREBY CERT {FY THAT THE HORIZONTAL AND VERTICAL N W, SSMH "A' # LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON E 6�I TYPE, 2 „ -48 SSMH ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER N,.. i i N :199284.6698 '� I I. I: NEW ,.,.. H e9-k3- 191310.86 / EX , ( :E i n o 6.GS 3 :. r: N- f9f68rk�1 7�e191005.81 :. MY IDIREC ION. :. 1 983.20 3 4 2 9... I.. :,..x_988:...,.:8 W' „_ RIM _ ;. c,T�' E .x..1303987:42 RIM. __ 242.48x; I - _ _' ,247.117 I _ z » - _ rr. 9E 28 O.D. S'= gT.,6- 99('238.87 IE 12: IE - 2230.09 RIM - 258.00 o \ i„ _ Bi', 5E F.D. RINGEL L S. 23613 DATE: IE:EXISTING 15 SE =i3�34 36.05 i !E 16': NW 03errG_229.99 IE 1 I�. 59- 8246.69. of o o % IE 16 "'N - 46B:4�k 248.59 IE -2d" NW �s:0a234.78 .... i ... .. .. .... ............... ............. .... I ........... .................. ...... ............ ............................... J, 1 r� 3� /16• l ' � SCANNED 13 0 20 S +.? i / .. a . .. E 1303967.1224 RIM = 243.09 IE 15" SE =:234.89 - .. TEST BORING w 2.7.0 ... . . : ;THE .PROPOSED, HOPE. STORM. AND. . B -9 a o HOPE SANITARY SEWERS LINES SHALL HAVE A :MINIMUM :`,COVER OF 4 FEET AND A MINIMUM SLOPE OF 0.5% mM ' FROM CB #1 AND SSMH #2 'TO SDMH #2 M 2:6.0...... �...I.'..: ..... . ... I .............. A SS #3, ND... :..... 2.x.0 ..... F- LaJ' { TRENCH PLUG . TEST BORING HB_ 1 - - Lai . :LLJ ' N 191185.7205 LAJ N: E 1303985,7247 (SEE DETAIL ', SHEE T 18). TRENCH PLUG X ISTIN�� .... .. ........2.5.0........ ..... ........... ...I ... .. _.....L...... ................ ....... E1303985.U902 ....... . ..:.. ....:..j,.�................�... SHEET '18) / - .5.0............., Z IWLI,(SEEOETAIL ; - -. - - - - - - - -. APP03 BOT T M % / UNDWATER: LEVEL 96 NOV. 18. 19...........:.........:.... W N o ...... . ............2.4.0.:..,.:....... :::... ,....:...:........,.. .,..I.i:.. ... MIN. 0.5 6 BETWEEN CB-#I .:. AND .SDMH.. 2...: ....,.:... .. :.. , ..- ::......::.... �� ... ..' .......:.........:.. .....:...2.4.x.........,.:.,... _ + _ 276.55 LF OF 18 ".O.D. HDPE. SS APPDX. BOTTOM , -- Il I I ®MIN. 0.5% BETWEEN SSMH #2 OF TEST BORE I I 2.. . 330. I i- >�- I, � I I� 21.x2 AND SSMH' #3 , PROFILE SCALE, .....2.3.0 .................. 1 29 LF OF. 16" C,905 P.VC ':SSI -1 ® -B9E i � I � I , I ': HORIZ...1 76 ! -'P-LF OF 16" c9o5 PVC_, Ss 0.1R SCHEDULE "A" WORK ALL .WORK OI N THIS SHEET IS `SCHEDULE "A VE!,RT. 1'=10' SCHEDULE »A,. WORK . 49 LF, i OF I16 0.6'C C904 PVC SS ®9 ME 2 0.. 2 . . SCHEDULE A,I WORK! fj /16• l ' � SCANNED 13 0 20 S +.?