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LEGEND
<br />SW 1/4, SEC. 07, TWP. 28N., R05E, W.M.
<br />III
<br />00598700001901 REUSE EXIST. WATER
<br />28050700300400 SERVICE FOR
<br />IRRIGATION, SEE C5.01
<br />PORTION EXIST. 8" DI 28050700300600
<br />WATER TO REMAIN FOR
<br />o FIRE SERVICE CONN. EXIST 8n a o -GAS- As- AS -CAS- As- As -CAS- AS -GASH GA CAS CAS- A FIRE R T IRO WATER
<br />GAS WE IRON WATER MAIN
<br />GAS C CAS
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<br />a 90+09 91+ 92+ (COLLECTOR T IAL)
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<br />SSMH (#4138)
<br />RIM 566.28
<br />8" CONC (W-SW-NE)
<br />CTR CHANNEL IE 555.87
<br />/ SSMH10
<br />CONN. EXIST. 8" SS MAIN
<br />28050700302000
<br />- SSMH (#4130)
<br />RIM 572.08
<br />8" CONC (E-SW-NE)
<br />CTR CHANNEL IE 565.86
<br />CONN. EXIST. CONC. SS
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<br />ow. whars below.
<br />28050700301000
<br />28050700506600
<br />28050700301500
<br />EXIST. 8" CONC.
<br />SEWER MAIN
<br />28050700301300
<br />28050700301200
<br />SSMH (#4100)
<br />RIM 555.86
<br />8" CONC (SW All
<br />CTR CHANNEL IE 544.87
<br />2BO50 700,307 100
<br />This Record Drawing has been prepared, in part,
<br />based on "As -Built" information provided by
<br />others. Though the as -built information and this
<br />drawing are based on the best available
<br />information, no presumption should be made
<br />regarding the drawing's accuracy.
<br />Jim Knappert 12/13/2023
<br />Permit Inspector
<br />- so
<br />STORM DRAIN
<br />N
<br />SO CATCH BASIN - TYPE 1
<br />CC#*
<br />SO CATCH BASIN - TYPE 2
<br />SANITARY SEWER MAIN
<br />SS
<br />•
<br />SANITARY SEWER MANHOLE
<br />- - - - - - - - -
<br />SIDE SEWER SERVICE
<br />CLEANOUT ill END
<br />-F-F-F-F-
<br />FIRE SERVICE
<br />WATER MAIN
<br />W
<br />- - - - - - - - - -
<br />WATER SERVICE
<br />- -
<br />PUBLIC UTILITY ESMT,
<br />r9
<br />WATER METER
<br />0
<br />DOUBLE CHECK VALVE ASSEMBLY
<br />FIRE HYDRANT
<br />POST INDICATOR VALVE (PIV)
<br />�
<br />FIRE DEPARTMENT CONN. (FOC)
<br />UTILITY CROSSING DATA
<br />IE 6" FL=565.55
<br />20
<br />IE 6" FL=568.77
<br />TOP 12" SD=564.61
<br />TOP 8" SS=564.53
<br />Fil
<br />IE 6" FL=565.16
<br />21
<br />IE 6" SD=56767
<br />TOP 12" SD=564.58
<br />TOP 8" SS=564.46
<br />❑3
<br />IE 6" FL=565.86
<br />22
<br />IE 8" WA=568.32
<br />TOP 12" SD=564.48
<br />TOP 12" SD=567.97
<br />IE 12" SD=565.14
<br />23
<br />IE 12" SD=569.53
<br />TOP 12" SD=564.32
<br />TOP 8" W41=569.03
<br />IE 12 SD=565.07
<br />24
<br />IE 12" SD=566.14
<br />TOP 6" FL=564.57
<br />TOP 8" SS=553.11
<br />IE 6" RD=565.99
<br />25
<br />IE 6" FL=569.77
<br />TOP 6" S0=565.49
<br />TOP 12" SD=567.09
<br />IE 6" SS=565.77
<br />26
<br />IE 8" W4=56791
<br />TOP 8" SS=564.11
<br />TOP 8" SS=562.95
<br />IE 12" SD=566.05
<br />27
<br />IE 6" FL=569.49
<br />TOP 8" SS=563.27
<br />TOP 8" SS=562.90
<br />IE 8" WA=562.20
<br />28
<br />IE 8" W4=566.92
<br />TOP 12" SD=561.52
<br />TOP 8" SS=563.84
<br />10
<br />IE 8" WA=567.24
<br />29
<br />IE 8" WA=566.61
<br />TOP 8" SS=561.36
<br />TOP 12" SD=558.84
<br />11
<br />IE 6" FL=567.88
<br />30
<br />IE 6" FL=56740
<br />TOP 8" SS=561,12
<br />TOP 12" SD=558.84
<br />12
<br />IE 8" WA=567.24
<br />31
<br />IE 6" FL=568.60
<br />TOP 12" SD=561.23
<br />TOP 12" SD=558.84
<br />13
<br />IE 8" SS=560.61
<br />32
<br />IE 6" FL=568.63
<br />TOP 12" SD=559.99
<br />TOP 12" SD=558.84
<br />14
<br />IE 12" SD=560.92
<br />33
<br />IE 12" SD=566.94
<br />TOP 8" SS=560.23
<br />TOP 8" WA=566.44
<br />15
<br />IE 8" WA=56731
<br />34
<br />IE 8" WA=568.89
<br />TOP 8" SS=56217
<br />TOP 8" SS=56732
<br />16
<br />IE 6" FL=567.49
<br />35
<br />IE 8" SD=56702
<br />TOP 8" SS=561.97
<br />TOP 8" WA=566.52
<br />17
<br />IE 8" WA=56731
<br />36
<br />IE 6" FL=569.48
<br />TOP 12" SD=561.84
<br />TOP 12" SD=56703
<br />18
<br />IE 8" WA=566.61
<br />37
<br />IE 8" WA=567.73
<br />TOP 8" SS=558.84
<br />TOP 12" SD=566.97
<br />19
<br />IE 8" WA=568, 06
<br />38
<br />IE 8" SS=559.38
<br />TOP 8" SS=564.91
<br />TOP 12" SD=558.84
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<br />THE AS -BUILT INFORMATION
<br />SHOWN ON THIS PLAN IS PER
<br />A FIELD SURVEY PERFORMED
<br />BY MEAD GILMAN ASSOCIATES
<br />AND/OR RECORD DATA
<br />PROVIDED BY THE
<br />CONTRACTOR.
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<br />Vault Location Summary
<br />Vault No.
<br />NW Corner
<br />NE Corner
<br />SW Corner
<br />A-54571
<br />N:340802.93
<br />E:1298456.97
<br />N:340802.85
<br />E:1298462.30
<br />N:340793.60
<br />E:1298456.82
<br />A-54574
<br />Sta 21+79.22, 29.20 LT
<br />Sta 21+97.22, 19.87 LT
<br />Sta 21+73.89, 29.20 LT
<br />A-54575
<br />Sta 110+41.25, 16.83 RT
<br />Sta 110+41.25, 22.17 RT
<br />Sta 110+31.91, 16.83 RT
<br />A-54577
<br />Sta 96+79.62, 46.18 RT
<br />Sta 96+82.53, 40.10 RT
<br />Sta 96+80.99, 50.14 RT
<br />A-54579
<br />Sta 44+76.93, 25.41 RT
<br />Sta 44+86.27, 25.41 RT
<br />Sta 44+76.93, 30.75 RT
<br />A-54572
<br />N:340812.95
<br />E:1298456.13
<br />N:340812.87
<br />E:1298460.80
<br />N:340805.95
<br />E:129456.02
<br />A-54578
<br />Sta 43+04.53, 25.30 LT
<br />Sta 43+08.46, 22.79 LT
<br />Sta 43+00.76, 19.40 LT
<br />A-54576
<br />Sta 99+08.46, 26.35 RT
<br />Sta 99+20.46, 23.70 RT
<br />Sta 99+19.43, 30.30 RT
<br />A-54580
<br />N:340229.42
<br />E:1298459.19
<br />N:340229.34
<br />E71298463.86
<br />N:340224.75
<br />E:1298459.12
<br />A-55042
<br />Sta 23+80.00, 30.74 RT
<br />ISta 23+78.57, 33.53 RT
<br />Sta 23+78.43, 26.93 RT
<br />N
<br />0 50 100
<br />PLAN IN FEET
<br />Copyrlght 0 2020 CPH Consultants, U.C. All Rlahts Reserved
<br />CLIENT
<br />FOUR CORNERS, LLC
<br />10900 NE 8TH STREET
<br />SUITE 1200
<br />BELLEVUE, WA98004
<br />PHONE: (425) 453-9551
<br />CONSULTANTS
<br />Site Planning , Civil Engineering
<br />Landscape Architecture I Land Use Consulting
<br />11321-B NE 1201h Street
<br />Kirkland, WA 98034 • (425) 285-2390
<br />101 South Wenatchee Avenue, Suite C3
<br />Wenatchee, WA 98MI • (509) 293-7731
<br />www. c p h c o n s u l t a n ts. c om
<br />PROJECT NO.
<br />0024-18-042
<br />DRAWING
<br />C4.00
<br />SHEET 34 OF 62
<br />
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