Agenda - Council - 02/10/2026 - Laserfiche WebLink

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CENTERLINE CROWN TRANSITION `\ STA. 120+53 - STA. 123+58 \`\ (SEE SHEET 33 FOR DETAIL) \\ \\ END PROJECT: SAP 199-121-003 111 1 III I 1 II 1 (BUNKER LAKE �P BLVD) re ,.‘ki \ • ) - D&U EASEMENT \ /- -G��• II1 p G ° G STA.129+22.05 D4 III N \ \� r O GD GGO �W \ \�\\ 0 101 IN O O O O GO GD GD GD GD GD GD G-D GD D GD GD A _INSTALL SANITARY CASTING ASSY EXCB R = 870.8 50 / \ ADJUST BV BOX `� EXCB " F & I" ' ^ T 12 EXCB 9 fr .-- -'-. • , / �- 1�i Z \,:. __ 00 \_ _ -Q I CONCRETE APPROACH NOSE �� MNDOT PLATE 7113A EXMH 13 ti STORM CASTING ASSY _ in R= 870.41 15" RCP M F & I STORM CASTING ASSY M R= 869.45 m EXMH 12 _ „N V ".� v¢ff- i; z R ., N �i 1:1 aili > u� iL v � g' > > 5 15" > 0_ CC I W. --1---`---'-' ^ EXCB 1�CP--_ > 18"RCP E H 2 a o ---�- 1' CBMH1001_ > 128+00 _-Ti+00: _ _127+00-- ----�-- _ - - -> - - - - �� 129+00 130+00 124+001 1 _-12s+00 4___ �- __ 1- -==,=ter 1 1 1 1 1 1 1 �_- N o_ ICBMH 1001 © EXCB 7 LU A / o ■ ■ i w ICBMH 120115" RCP �CBMH 119 N W �� T • 34 SY CROSS CUTTER ■ ■ ■ III Ln - \ _= Q,C _ r PER STR-2 �ls' 15" III ,L'j, 77 ADJUST GV BOX ti -' • .. •• .Eiggi •I F�"+-F�_ FD• FD F�� . . L L • EXMH1 1 11?4., j •� p ^ -• , �� s `� -i - J JJJJJJJJJJ J J .r1rF `'' EXCB3 /j2� > j �r WALK & TRAIL EASEMENT Co'--__- i-1J:F4 ;J� �- a 'k 1 I F F o E o E o F o F o- ICBMH 1211 PROTECT HYDRANT--- 2' '-o f 'III A / ) ,, IF0-yi/J ^ - I _ SIDEWALK BY OTHERS PROTECT ELECTRICAL CONDUIT \ F&I LOOP DETECTORS, - F9 I o= •�\\ V Fo Fo Fo FD �'I //L' a 1 _ _ 0 �Z DRIVEWAY COORDINATE ELEVATIONS \ SEE TRAFFIC CONTROL FROM BOULEVARD TO CENTER \ BY OTHERS SIGNAL SYSTEM PLAN WITH DEVELOPER MEDIAN AND HANDHOLE. •`\\ \\ I - ` 1 -1� �I).. p1� �0f III 1 �I) I N I� ♦- PA u1 LL10 COORDINATE WITH DEVELOPER ELEVATIONS SEE TRAFFIC CONTROL SIGNAL SYSTEM PLAN BUNKER LAKE BOULEVARD \ ` I\ \•iceII 1, A. 11v ; �- I I I 890 NOTES: LEGEND " OD STORM MANHOLE N PROPOSED GATE VALVE ___-_ 952" I I BITUMINOUS PAVEMENT - PROPOSED CONTOUR MINOR -c c- UNDERGROUND COMM OVERHEAD UTILITY Qs SANITARY MANHOLE 1. SEE SHEETS 29-30 FOR STORM SEWER INVERT DESIGN INFORMATION PROPOSED HYDRANT & GATE VALVE %O%/ RESIDENTIAL DRIVEWAY * - _ g50� PROPOSED CONTOUR ou MAJOR ® BOLLARD IMMO » EXISTING STORM SEWER PIPE AGGREGATE SURFACING E EXISTING EASEMENT -F F- FIBER OPTIC LINE LINE ® POST 1. 2. POLYSTYRENE INSULATION REQUIRED BETWEEN STORM SEWER AND WATERMAIN IF I -»- PROPOSED STORM SEWER PIPE 4" CONCRETE MEDIAN P PROPOSED EASEMENT TREE -CONIFEROUS LINE g UTILITY MARKER - GAS 885 CLEARANCE IS LESS THAN 2 FEET. SEE CONSTRUCTION DETAILS. > EXISTING SANITARY SEWER PIPE _ _ .. 6" CONCRETE WALK EXISTING RIGHT-OF-WAY TREE -DECIDUOUS E O TRANSFORMER -ELECTRIC - > - PROPOSED SANITARY SEWER PIPE • PROPOSED STORM SEWER CB 1:' EXISTING TRAFFIC SIGN 1 EXISTING WATERMAIN - - PROPOSED RIGHT-OF-WAY © PEDESTAL -COMMUNICATION • PROPOSED STORM SEWER MH - 1 - PROPOSED WATERMAIN x FENCE FIRE HYDRANT O PEDESTAL -ELECTRIC ► PROPOSED FLARED END SECTION CURB & GUTTER -G G- UNDERGROUND GAS D4 VALVE ❑H HANDHOLE 880 RANDOM RIP RAP CL III EXISTING CURB & GUTTER 0CLEANOUT POLE PROPOSED SANITARY SEWER MH M STORM CATCH BASIN -UTILITY • C.- FLARED END SECITON E- GUY WIRE ANCHOR IEXMH VPh 126+90 ISMH JI 880 123+ 5.68 1 7' LT I 875 EX =7 .84 X A1H 131 12 EL 86&,33 VPI::86 37.04 129EX 8.00' LT =857 8 21' WEL: 124+3J2.990, 23.57' LT 1"6+16.36, 18.76 LT A=0,42% SMH I 86 .71 EX R=868.919, I=85 8 21 E 7@42 15" S 1-865.21 R-8:fJ 51 15" E K = 785 18 127+46 64 12.03' LT A = 1. 2% 1=857.C2 21 W m WI1-866.00 I-866.00 15" N I-865.21 15" W I =170' EX R=868 95 K- 6 5 II-859.01 21 5 LA N0 1=835 96 15" E r CL FINISH GROUND PROFILE v oo 1MB 1� =857.24 al' W L=12 2a" 875 870 m CL EXISTING GROUND PROFILE v co en 177+17')1 1 44' I T 1=857.2, 21' E o m IE6CB i `� 1p f37�1 1 �" //nl `+ m R=868 OS u, o N m �+ 128+17 66, � 0.82' LT a / N 1=8C4.32 lt" E r oo co + co 17 0. > ti 1=864.60 1.." N ^ Do w D+D °° 64.17. =E64.17 .. cR" S r - ` - - 0 565� > 1=664.66 15' W F W • .. =864.3 r 1:" W 870 865 �-co 0 84 % o_ . 1-864 1 :" W ��g� - r - d I - --- --_----------I --J �- - - 865 860 183 --EX 15"7iCP @ 0.41% 103' - €J(15' RCP O W @ 0 53% 100' - EX 18" RCP ®-0 15% 109' 18' RP @ -0 • Q > w - _ -- - - -- -_ _ - - tX16 NM -IaI - - ---- H - - - - ---- --- 860 - 855 -L_~ H 4 -CX 21' PVC @ 0.1 167' - EX 21"PVC @ D.13% 855 a O 850�� EX ELEV. AT PROPOSED CROWN -..,,,..... PROPOSED CROWN ELEV .-1 .-1 m ) Ln . m ) t00O .0. O) 1 I n O r\ O Ot M V) O 0o O) O O O O O O O O 0) O 0) O O) O 0) 0) 0) 0) 0) 0) 0) 0) O) Do c0 1� DO W N DO DO CD DO 00 DO co co O DO DO O O) Do n O) n n O) O) n n .-1 DO DO m DO N DO )O Ill DO oo .-1 O) �� �� �� �� �� �� �� �� �� �� �� �oo co co oo co oo oo co oo co �� o� �� �� �� "� C0 850 123+25 124+00 125+00 126+00 127+00 128+00 129+00 130+00 130+75 0 25 so HEREBY CER11PLAN, SPECIE CAl10N, OR REPORT WAS PREPARED BY ME OR UNDER O0MVDIRECT SUPERVISION AND IHATIAMADULY LICENSED PROFESSIONAL ENGINEER UNDFR THE LAWS OF THE Sf OF MINNESOTA 75335UNWOOD DR NW, SUITE 206 DFSOxED ZFL xO ISSUEDFO DATE CITY OF RAMSEY, MINNESOTA SHEET 28 OF 56 DRAWN JMB gQ LTO N RAMSEY, MN 55303 Phone: (763) 433-28s1 N Email:Ramsey@bolton-menk.comr• www.bolton-menk.com City 0� �,+Y 2026 BUNKER LAKE BOULEVARD RECONSTRUCTION HORZ. SCALE FEET CHECKED D 2FL STREET PLAN & PROFILE SAP 199-121-003 2ACHA�RV F. TV(uGL, P.E. uc NO s6344 ATE 1/12/20260 CLIENT ROZ1 xO Pz6-o1