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Home My Public Portal About2022 0612 MSA Plan and Profile656 660 664 668 672 676 680 684 656 660 664 668 672 676 680 684 66 7 . 8 66 9 . 6 66 8 . 2 67 0 . 3 66 9 . 5 67 0 . 5 67 0 . 3 67 0 . 2 67 0 . 2 66 9 . 8 66 9 . 2 66 9 . 0 66 8 . 3 66 7 . 8 66 7 . 4 66 7 . 1 66 6 . 7 66 6 . 5 66 6 . 3 66 6 . 2 66 6 . 0 66 5 . 7 66 5 . 8 66 5 . 7 66 5 . 5 66 5 . 4 10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50 12+75 13+00 13+25 13+50 13+75 14+00 14+25 14+50 14+75 15+00 15+25 15+50 VP T = 1 1 + 0 0 . 0 0 EL = 6 7 0 . 2 2 VP C = 1 0 + 5 0 . 0 0 EL = 6 6 9 . 4 6 4.90% VPI = 10+11.07 EL = 667.56 L = 0.00 VPI = 11+00.00 EL = 670.22 L = 0.00 VPI = 10+75.00 EL = 670.69 L = 50.00 K = 7.38 HP = 1 0 + 8 6 . 1 4 EL = 6 7 0 . 3 5 VP T = 1 1 + 0 0 . 0 0 EL = 6 7 0 . 2 2 VP C = 1 0 + 5 0 . 0 0 EL = 6 6 9 . 4 6 4.90% VPI = 10+11.07 EL = 667.56 L = 0.00 VPI = 11+00.00 EL = 670.22 L = 0.00 VPI = 10+75.00 EL = 670.69 L = 50.00 K = 7.38 HP = 1 0 + 8 6 . 1 4 EL = 6 7 0 . 3 5 -1.65% -1.21% -0.26%0.67%VPI = 11+39.04 EL = 669.47 L = 0.00 VPI = 12+50.00 EL = 667.63 L = 0.00 VPI = 13+50.00 EL = 666.42 L = 0.00 VPI = 15+00.00 EL = 666.04 L = 0.00 VPI = 15+46.59 EL = 666.35 L = 0.00 -1.65% -1.21% -0.26%0.67%VPI = 11+39.04 EL = 669.47 L = 0.00 VPI = 12+50.00 EL = 667.63 L = 0.00 VPI = 13+50.00 EL = 666.42 L = 0.00 VPI = 15+00.00 EL = 666.04 L = 0.00 VPI = 15+46.59 EL = 666.35 L = 0.00 66 7 . 8 66 9 . 6 67 0 . 3 67 0 . 5 67 0 . 2 66 9 . 8 66 9 . 2 66 9 . 3 66 9 . 0 66 8 . 9 66 8 . 3 66 8 . 5 66 7 . 8 66 8 . 0 66 7 . 4 66 7 . 6 66 7 . 1 66 7 . 3 66 6 . 7 66 7 . 0 66 6 . 5 66 6 . 7 66 6 . 3 66 6 . 4 66 6 . 2 66 6 . 4 66 6 . 0 66 6 . 3 66 5 . 7 66 6 . 2 66 5 . 8 66 6 . 2 66 5 . 7 66 6 . 1 66 5 . 5 66 6 . 0 66 5 . 4 66 6 . 2 E E E E E E E E E E 2 4 " 3 0 " 4 8 " 4 5 " 3 6 " 7 " 1 8 " 1 8 " 1 6 " 2 0 " 3 8 " 6 " 1 2 " 1 5 " 7 " 9 " 1 2 " 1 2 " 6 " 7 " 4 " 1 6 " X X X X X X X X X OH OH OH X XXXX X XXXXX X X X X X X X W X X X X X X X 10+00 11+00 12+00 13+00 14+00 15+00 1 5 + 4 6 . 5 9 STA:10+40.00 OFF:10.00'R EL. = 668.97 STA:10+40.00 OFF:10.00'L EL = 668.97 STA:10+60.50 OFF:10.00'L EL. = 669.91 STA:10+67.50 OFF:10.00'L EL. = 670.12 STA:10+60.50 OFF:32.00'L EL. = 670.24 STA:10+67.50 OFF:32.00'L EL. = 670.45 STA:10+67.50 OFF:28.00'L EL. = 670.39 STA:12+50.00 OFF:6.00'R EL. = 667.9 STA:12+50.00 OFF:6.00'L EL. = 667.4 STA:13+50.00 OFF:6.00'R EL. = 666.7 STA:13+50.00 OFF:6.00'L EL. = 666.2 STA:15+00.00 OFF:6.00'L EL. 665.8 STA:15+00.00 OFF:6.00'R EL. = 666.3 STA:10+81.75 OFF:10.00'R EL. = 670.35 EL. 663.4 EL. 663.4 EL. 663.4 STA:11+39.04 BEGIN GRAVEL DRIVE B P = 1 0 + 0 0 . 0 0 N = 5 7 6 5 7 6 . 1 7 E = 2 4 7 0 6 6 5 . 4 3 EP = 15+46.59 N = 576058.55 E = 2470792.16PC = 10+91.84 N = 576495.40 E = 2470709.12 PC = 15+04.13 N = 576095.71 E = 2470808.85 PT = 11+24.54 N = 576464.93 E = 2470720.76 PT = 15+26.18 N = 576074.82 E = 2470804.47 Mid = 11+08.19 N = 576480.55 E = 2470715.94 Mid = 15+15.16 N = 576084.77 E = 2470809.00 0 20 4010 © MSA Professional Services, Inc. www.msa-ps.com ENGINEERING | ARCHITECTURE | SURVEYING FUNDING | PLANNING | ENVIRONMENTAL BICENTENNIAL PARK EMERGENCY ACCESS ROUTE CITY OF RIVERDALE SCOTT COUNTY, IOWA PROJECT NO. 10876071 SHEET R.01 DRAWN BY: KMT DESIGNED BY: CRC CHECKED BY: CRC PLAN & PROFILE. PLOT DATE: 5/3/2022 4:15 PM, G:\10\10876\10876071\CADD\Construction Documents\10876071 Roadway Sheets.dwg PROJECT DATE: . NO.REVISION BY .. .. .. DATE 4/28/2022 4/28/2022 . . . . C I R C L E D R I V E MANO R D R I V E (563) 445-3501 2117 State Street, Bettendorf IA 52722 PROPOSED PROFILE GRADEEXISTING PROFILE GRADE PROPOSED ELEVATION EXISTING ELEVATION BM #2 RR SPIKE IN POWER POLE EL. = 667.20 PCC DRIVEWAY APRON, 6" - 116 SY AGGREGATE BASE, 6" - 125 SY ABUTTING PAVEMENT JOINT, RIGID TIE, DRILLED BM #1 SE BOLT ON BONNET OF FIRE HYDRANT IN VOLUNTEER PARK EL. = 671.03 CP NORTHING EASTING 65 576580.320 2470721.712 64 576123.524 2470773.754 63 576437.064 2470732.318 CP 64 CP 65 CP 63 NOTE: COORDINATES SHOWN ARE FOR THE EOP. IT IS THE INTENT THE NEW AGGREGATE BASE EXTEND BEYOND HMA AND PCC PAVEMENT BY 6 INCHES.