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Home My WebLink AboutD-21620F9 8 >n 4 d a 0 N N N a, rz W O > ZF E z w ?:E Ell- Q� w � z LLJ C)- 0 !-�E Of w � -off Q� Q1n Q I-- Q J I� .j-_--. >_ C o' W w CD ZC/-) (/') Q w o° y o O °E E"I 3 a �,y u (- W a a ~ 'c a a ` -E 5E �E �N Im a oy FL 8 i� 1 In N r °�a 0 In W MON. IN CASE II N 191284.6698 , I I l E 1304026.6393; HDA BENCHMARK "BM -19" / �` / =I I 1�+. I ��' �I- Y t I\ I b I ICI rV ELEVATION = 241.58' Yl IE 16" NW = 2=G.03 230.11 U� ' §D &L AROUND �' FILTER FABRIC FENCE SHALL / EX SSMH "A„ �\ "CITY BE CONSTRUCTED AND IMAINTAINEp RIM 242.1 7 12 "(E,NW) CT 1 INV E 230.09 / INV NW 229.99 SSMH 7 I 5' UTILITY / / _ l I .SSMH CB j - -- - - -- Ci Cq &Q, E 1303936.9951 NEW SSMH #3. QEFLECTION HDA BENCHMARK "BM -19" / �` / SET RR SPIKE IN NORTHWEST / 20' TEMPORARY CONSTRUCTION EASEMENT ' FACE OF A DYING 12" ALDER / rV ELEVATION = 241.58' / IE 16" NW = 2=G.03 230.11 U� ' §D &L AROUND �' FILTER FABRIC FENCE SHALL / ( �\ "CITY BE CONSTRUCTED AND IMAINTAINEp CONTRACTOR TO PROTECT CHAIN LINK FENCE AND - OWNED" r ALONG DOWNHILL EDGE OF CON$TRUC,TI IF 12" E _ 2�361.16 230.09 \ LOT 4, WELLS SHORT PLAT EASEMENTS TO PROTECT WETLA D'AND /r r i J' WOODED AREAS. DEFLECT 18" O.D. HOPE SS/ FROM NARROW TRENCH TO RIM 242.1 7 12 "(E,NW) CT 1 INV E 230.09 / INV NW 229.99 SSMH 7 I 5' UTILITY / / _ l I .SSMH CB j - -- - - -- _X. SSMH "B" N 791346.5039 Ci Cq &Q, E 1303936.9951 NEW SSMH #3. QEFLECTION i 71 „'•I A N F393B3 8633 1 91 304.89 �` / / / ® SHALL UTILIZE A'MINIMUMI 20' TEMPORARY CONSTRUCTION EASEMENT ' r IE 16" SE = 236:37 230.21 rV TRANSITION OF 100!FEET.I / s % IE 16" NW = 2=G.03 230.11 U� ' §D &L AROUND �' IE 16" SW = 236.62 ( CB #1 NEW SSMH j12 ' CONTRACTOR TO PROTECT CHAIN LINK FENCE AND N 49+399: -743 1 91 31 0.66 IF 12" E _ 2�361.16 230.09 GARAGE ADJACENT TO ZttS ABANDON EXISTING CB TYPE -2 RIM 243.09 5 FOOT EASMENT AREA. / IE EXISTING 15" S£ = 235,3 -1 36.05 = I.E. 15 "CONC.(SE,NNW)= 234.89 it �r V ` NEW 18" O.D. HOPE SEWER X SSMH „B,. RIM 243.51 N 191320.8596 _ / E 1303967.1224 I ANGLE POINT IN 18" 1 // 1 O.D_ HDPE SS LINE RIM = 243.09 /ANGLE POINT IN 18" IF 15" SE = 234.89 INV SE 230.21 N 191191.0907 E 1303986.8209 /= , i ��J . i � / / O.D. HOPE SS LINE / N 190045.6064 i E 1303985.6894r / / / // „(,Il it ,'- / ✓- � - �- J SSMH -#3 Lil ILL] _X. SSMH "B" N 791346.5039 rtCm C LAI 11- Mn - RLrIA{.G WITH NEW 48" MH WITH OUTSIDE E 1303936.9951 DROP i 71 „'•I A N F393B3 8633 1 91 304.89 �` / / / ® i/ / .^ /•• ,� i 1 i I' 20' TEMPORARY CONSTRUCTION EASEMENT ' g. VAC}26�J/ / IE 16" SE = 236:37 230.21 rV l / s % IE 16" NW = 2=G.03 230.11 U� ' §D &L AROUND �' IE 16" SW = 236.62 ( CB #1 NEW SSMH j12 ' CONTRACTOR TO PROTECT CHAIN LINK FENCE AND N 49+399: -743 1 91 31 0.66 IF 12" E _ 2�361.16 230.09 GARAGE ADJACENT TO ZttS ABANDON EXISTING CB TYPE -2 RIM 243.09 5 FOOT EASMENT AREA. / IE EXISTING 15" S£ = 235,3 -1 36.05 = I.E. 15 "CONC.(SE,NNW)= 234.89 it �r V ` - ex. Ca X SSMH „B,. RIM 243.51 N 191320.8596 _ " - - E 1303967.1224 I 12 "(SE,NNW) INV NW 229.66 RIM = 243.09 - _ IF 15" SE = 234.89 INV SE 230.21 _X. SSMH "B" N 791346.5039 rtCm C LAI 11- Mn - RLrIA{.G WITH NEW 48" MH WITH OUTSIDE E 1303936.9951 DROP RIM - 243.49 243.51 N F393B3 8633 1 91 304.89 IF 12" NW = 2:29.F.6 229.66 E ' ° 1303998.57 ' �_` IE 16" SE = 230.21 RIM=� 224.01 _2229.74 IE 16" SE = 236:37 230.21 EX. SSMH "A " IE 16" SW = 30.E 230.91 JAJ IE 16" NW = 2=G.03 230.11 IE 16" SW = 236.62 E 1304026.6393 CB #1 TORM gAWWGLE POINT IN 28" 6.D., NEW 66- TYPE -2 48 N 49+399: -743 1 91 31 0.66 IF 12" E _ 2�361.16 230.09 E f39398-t- &0291303983.20 RIM = $42- _10+242.48 IE 28"O.D. S = 236:39 236.67 IE EXISTING 15" S£ = 235,3 -1 36.05 /HDA IE 24" NW = 23530 234.78 - - - - - - ex. Ca N 191320.8596 _ " - - E 1303967.1224 I - - RIM = 243.09 - _ IF 15" SE = 234.89 TRENCH PLUGS J -ANGLE POINT IN 28" NEW 28" 0.D- HOPE O.D. HOPE SS LINE N 191191.1139 E 1303984.5210 TKi ---NEW 6" SIDE SEWER (TYPICAL) NOTE: SIDE SEWERS SHALL HAVE A MIN. SLOPE OF 2X FROM THE SEWER MAIN TO THE ADJACENT PROPERTY LINES. SIDE SEWER STUBS SHALL BE 6 FEET - "EP AT THE PROPERTY LINE IF POSSIBLE. N '9'6642 191278.70 E 438398�L7;z51- 1303986.48 / RIM = 245.66 243.76 CTOR SHALL PROVIDE IE 18 "O.D. S = �5 237.09 FHE ER THE SECTION 7- 08.3(1)8 IE 16" NE = 3x°:236.99 `=CIAL PROVISIONS. (TYPICAL) EX. SSMH "A " I JAJ N 191284.6698 - - - -_ HAVE A MINIMUM COVER OF 4 F E ET- - E 1304026.6393 TORM gAWWGLE POINT IN 28" 6.D., RIM = 42- 2:- 247,17 IF 12" E _ 2�361.16 230.09 IE 16" NW = 23e. - ,3229.99 SSMH ,F3 LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON !Y NEW 48 SSMH ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER r.. t• N 1;Jt994.173xe 191005.81 MY DIRECTION. g �. E '' ^�9�28��1303987.42 6 2' 13 RIM = 258.00 �y Qacsxca`° F.D. RINGEL L.S. 23613 DATE: IE is" SE _ 250.04 248.69 tAYiV IE 16" N = 259:+4 248.59 E%PIRE$ 9/11/ ..- 2.7.0.. ....:. / .......:... ... ... :... ......:... .... .:.. ... .. ..:. .. ..:.- .:.THE -PROAGSED- HOPE STORM . AND ..:........------- -...:.......- - - - -- - XEST/BOR197G ®ST (EiI- :SS�M7-/ B 9 HOPE SANITARY SEWERS LINES SHALL BRING I,,�j JI/ JAJ - - - -_ HAVE A MINIMUM COVER OF 4 F E ET- - TORM gAWWGLE POINT IN 28" 6.D., HDPE SS LINE / / N 19r 045.5910' /15' UTILITY EASEMENT E 1303983.3894 / FROM AND SS M H#2 TO SD MHf 2 /HDA M A SMH13. .. ............ .... . .. : N - H :LJ :LJ : ENCHMARK "BM -18" SET RR SPIKE IN EAST TEST BORING : : TRENCH PLUG : : : - HB -1 - "� - - - N 191185.7205 - E 1303985.7247 p I ----- - - - - -- FACE OF A 30" FIR ELEVATION = 260.81' W . W _ 2.S.O :(n I TRENCH PLUG - (SEE DETAIL SHEET 18) : ExI51j i 0/' ` :.. _ NOTE: .. . ..... .: ...... .. . - W ALL UNDEVELOPED AREAS WHICH ARE DISTURBED SHALL BE HYDROSEEDED. SCALE "=20' £ 1303985.0902 - (SEE DE EFT 18 TAIL SHEET SOTTO / / ALL DEVELOPED LAWNS SHALL BE - - - : RESTORED WITH SOD. CITY BENCH MARK #266 V) Ljj ELEVATION: 247.87 FEET SDMH 2 LOCATION: Intersection of NE 28TH ST & Jones Ave NE. NEW 48 SDMH DESCRIPTION: 1/8" copper pin on 5" N 191901.6324 E !303982.94651303982.39 191004.2 dia. round conc. man. 0.2 feet down in man. case. RIM = 258.00 IE 24" SE _ 25G.I3 r248. 0 IE 24" N = 250.06 248.80 CERTIFICATION 1 HEREBY CERTIFY THAT THE a1CK,ID) �Jf HORIZONTAL AND VERTICAL SSMH ,F3 LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON !Y NEW 48 SSMH ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER r.. t• N 1;Jt994.173xe 191005.81 MY DIRECTION. g �. E '' ^�9�28��1303987.42 6 2' 13 RIM = 258.00 �y Qacsxca`° F.D. RINGEL L.S. 23613 DATE: IE is" SE _ 250.04 248.69 tAYiV IE 16" N = 259:+4 248.59 E%PIRE$ 9/11/ ..- 2.7.0.. ....:. IE 15 NW _. 23 4; 89 ....:.........:.........:.. .......:... ... ... :... ......:... .... .:.. ... .. ..:. .. ..:.- .:.THE -PROAGSED- HOPE STORM . AND ..:........------- -...:.......- - - - -- HOPE SANITARY SEWERS LINES SHALL - - - - -_ HAVE A MINIMUM COVER OF 4 F E ET- - AND A MINIMUM SLOPE.OF 0.5X FROM AND SS M H#2 TO SD MHf 2 M A SMH13. .. ............ .... . .. : ...... - H :LJ :LJ : I TEST BORING : : TRENCH PLUG : : : - HB -1 - "� - - - N 191185.7205 - E 1303985.7247 p - W . W _ 2.S.O :(n TRENCH PLUG - (SEE DETAIL SHEET 18) : ExI51j i 0/' ` :.. _ .. . ..... .: ...... .. . - W ... £ 1303985.0902 - (SEE DE EFT 18 TAIL SHEET SOTTO / / W :Lat - 2 4 0 - - - : _ - - - - _APPO� 304 LF OF 28" 0.0. HOPE SO ; �O MIN. 0.5X BETWEEN CB: y1 _ _ _ - / _ nun cnuu al ROUNDWATER LEVEL NOV. 18, 1996 V) Ljj .... ......2.3.0.... -. 76 0.1% -72 LF OF 16" C905 PVC SS O 0.41[ SCHEDULE "A" WORK k-1jo - 2j -�ls :.2.2.0 SCHEDULE "C" WORK '5we -27" j /6j SEE SHEET 13 -y 29 i�-t3 LF OF 16" C905 PVC SS O i.OX SCHEDULE "A" WORK 35 0.6% 29 LF OF 16" C903 PVC SS O O:#AF SCHEDULE, "A' WORK_ ..... - . - J 276.55 LF OF 78" O.D. HOPE SS - - - 0 MIN. 0.5X BETWEEN SSMH :#2 - - AND SSMH #3 PROFILE SCALE ---- - - - HORIZ. 1 " =20 ALL :WORK ON THIS SHEET IS: SCHEDULE "A" : VERT. 1 11 0' Anil 27.0. 2.6.0 .2.5.0 TEST BORE - 2 -3.0 SCANNED JUL s 2001 S - 2 a aF