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RECLAIM NOTES: <br />14 <br />, <br />00 e <br />n ° <br />\/ <br />\z 1. RECLAIM 8" OF EXISTING MATERIAL ON FOREST LAKE LANDING. <br />/ <br />FES 305 °P <br />2. CONTRACTOR TO REMOVE APPROXIMATELY 3.5" OF RECLAIMED <br />MATERIAL THROUGHOUT THE FOREST LAKE LANDING CORRIDOR.I <br />3. CONTRACTOR SHALL GRADE AND COMPACT RECLAIMED MATERIAL <br />GENERAL NOTES: <br />/ 1. FIELD VERIFY AND MATCH ALL EXISTING DRIVEWAY WIDTHS. <br />g� <br />® <br />° 16 TO MAINTAIN POSITIVE DRAINAGE. <br />\ I 2. SEE SHEETS C3.03 & C3.04 FOR CROSS SECTIONS IN CURB AREAS.°` <br />° ° <br />4. PAVE 2" OF BITUMINOUS BASE COURSE (SPNWB230B) AND 1.5" OF <br />BITUMINOUS WEAR COURSE (SPWEA240B) <br />1 <br />ADDITIONAL PAVEMENT WARPING WILL BE REQUIRED AT INTERSECTIONS. <br />3. PROTECT ALL DRIVEWAYS NOT MARKED FOR REMOVAL. <br />_ °° ®s ®�=o`' ° <br />° <br />5. PROPOSED 8412 CURB TO BE INSTALLED WITHIN EXISTING <br />° PAVEMENT RECLAIM AREA EXCEPT WHERE OTHERWISE SHOWN. <br />\\ <br />o \ 1090 WILDHURST TRAIL \ <br />\ <br />/ <br />Sx`r0 ® PROTECT EVERGREEN <br />TREES <br />1 / 4480 <br />FOREST LAKE LANDING' / 4470 FOREST LAKE LANDING 4460 FOREST LAKE LANDING <br />s°\ <br />4450 FOREST LAKE LANDING 4440 FOREST LAKE �t�7G;' <br />I <br />PROTECT DRIVEWAY 943.56 EOB C8 304 p0 <br />SALVAGE & REINSTALL LANDSCAPE ROCK <br />n <br />• / <br />a'I <br />�A REMOVAL LIMITS EXTEjVD 8 FEET ON EACH SIDE OF THE PIPE. <br />END 8412 CURB & GUTTER eM °Oo,� P' <br />'o <br />/ SEE PATCH DETAIL ON SHEET G1.06 FOR RESTORATION SECTION' <br />WITH 3' TAPER. STA 4+56.05 <br />��x 20 RECONSTRUCT IN AREA WHERE <br />1 B412 CURB & GUTTER <br />\ <br />3 <br />_ • _ _ 'r93 OPEN CUTTING STORM SEWER ig <br />� / <br />/ <br />12 <br />040 ® <br />SALVAGE & REINSTALL PAVERS SALVAGE & REINSTALL LANDSCAPE ROCK <br />WALL <br />03"44:92 EOB <br />\ <br />PE <br />- ED <br />�NOEl�O" NGsrnPE + <br />ED <br />4 8 _R, -°'� r <br />1 10 O <br />X10 `liO <br />G <br />G G G `� 83 PROTECT DRIVEWAY <br />o}} <br />_ <br />O <br />MH <br />G <br />O _ �. O <br />a galfK <br />g .945.46 TC <br />.. <br />- <br />\ <br />�j <br />7 3� A <br />2+00 FOR ST LAKE LANDING 3+00 <br />4+00 _�. <br />Q <br />o` __ 1+00 <br />< < < < < < <br />r r. r, c �� �_ � A <br />1, <br />3 N 441 FOREST LAKE LANDING <br />D <br />0 <br />7 0 �G G G <br />�. <br />- <br />-' 0?�� 43.98EOB\ <br />1 - <br />Go _ <br />12" RCP <br />12' \ <br />RCP 2.8% n <br />0 <br />00 <br />oI '- a sFn zs.ga o' U OU <br />�- <br />__, -OU , CB 300 �, <br />- OU - Ou - OU _ 4u Ou <br />CB 301 CCB 302 12" RCP CB 303 <br />9 TC END B412 CURB & GUTTER <br />955 ] <br />�`Evre TREES J� ',, <br />\ <br />WITH 3' TAPER. MATCH LIP <br />0 \ <br />\ ' J 8412 CURB &GUTTER <br />1 <br />RCRCr <br />EVERGREEN TREES cR ,u" 6F T Wluc <br />1 <br />SFT WIDE INSTALL CURB CUT IN THIS AREA AS *18 2 <br />\ <br />OLd�CP�LL\ TO EXISTING BITUMINOUS EDGE <br />P -ROCK \ o � � Az STA 4+66.15 <br />\ <br />\ <br />CD <br />\ <br />REQUIRED TO MAINTAIN POSITIVE DRAINAGE <br />C) <br />\ 1 134 WILDHURST TRAIL <br />FROM EXISTING DRAINAGE SWALE \ 24 <br />WIDEN ROAD IN THIS AREA. <br />\ <br />COMMON EXCAVATION REQUIRED SEE SHEET C3.01 FOR ADDITIONAL <br />SALVAGE & REINSTALL LANDSCAPE ROCK <br />WILL BE PAID AS COMMON 4445 FOREST LAKE LANDING \�� STORM SEWER INFORMATION <br />A <br />4475 FOREST LAKE LANDING \ 4465 FOREST LAKE LANDING EXCAVATION (PATCHING) <br />FOREST LAKE LANDING <br />CONSTRUCTION LEGEND <br />xFINISHED GRADE ELEVATION <br />V10+66.70 <br />BITUMINOUS PAVEMENT <br />975 <br />El <br />EV 962.39 <br />® A INSTALL GUARDRAIL <br />3" BITUMINOUS DRIVEWAY <br />© INSTALL SALVAGED SIGN <br />975 <br />CUR <br />WE LEN=40.0 <br />E=0.14' <br />FULL RECONSTRUCT REGION © INSTALL SALVAGED MAILBOX <br />° <br />6 <br />.o L <br />^ <br />WITHIN RECLAIM LIMITS <br />970 <br />m <br />u; v <br />OD PROTECT DRIVEWAY <br />RECONSTRUCT AREA <br />FULLTO O PROTECT CULVERT <br />970 <br />> <br />> <br />I <br />wuo- <br />> <br />- <br />w <br />DUE ROAD WIDENING <br />(D PROTECT LANDSCAPING <br />o N <br />w-tr <br />VPI 1+51.54 <br />6" CONCRETE DRIVEWAY <br />GO SALVAGE & REINSTALL OR RESTORE LANDSCAPING <br />965 <br />00 N o <br />ELEV 95 <br />.88 <br />® 6" AGGREGATE DRIVEWAY O B612 CURB &GUTTER <br />965 <br />- - - - <br />000 <br />o <br />c <br />o <br />CURVE LEN <br />85.00' <br />/ <br />w a <br />w <br />m <br />E=0.7 <br />' <br />BITUMINOUS MILL & OVERLAY lO B412 CURB & GUTTER <br />> <br />u <br />J <br />SAWCUT PAVEMENT (FULL DEPTH) JO END TREATMENT -TANGENT TERMINAL <br />960 <br />I <br />o- <br />w <br />+ <br />- _ _ -CONSTRUCTION LIMITS <br />ROAD CROSS SLOPE ® RANDOM RIPRAP, CL III <br />960 <br />8� <br />ELE <br />V 945.56 <br />mCURVI <br />LEN=50.00' <br />PI 4+87.25 <br />rn <br />=0.16 <br />955 <br />E <br />EV 944.95 <br />955 <br />> <br />o <br />a <br />ai <br />^ <br />m <br />U <br />- <br />E=0.07' <br />950 <br />----- <br />u> <br />U <br />w <br />+ m <br />N O <br />n v <br />+ c, <br />' a <br />o <br />UO <br />950 <br />3. <br />1% <br />> <br />w <br />a� <br />u> <br />> <br />+m <br />>w <br />>w <br />'^> <br />w <br />a <br />> <br />J <br />w <br />945 <br />-0.50% <br />945 <br />940 <br />940 <br />00 <br />oD <br />LM <br />m <br />Ro <br />0 <br />Do <br />^ <br />^ <br />m a <br />o <br />Ro <br />^v <br />ry <br />^ <br />m <br />COQ <br />m <br />m <br />mm <br />m <br />ma <br />ry <br />Dom <br />m <br />v <br />LM <br />mm <br />m <br />rvry <br />^ <br />o mm <br />v to <br />Iq� do <br />m <br />UoI <br />" <br />� <br />935 <br />v <br />w <br />m <br />ry <br />UO <br />m <br />o <br />m Low <br />m <br />o Do <br />nu <br />D, m <br />Sl UO <br />nu <br />m m <br />u; v <br />nu <br />m m <br />e m <br />nu <br />m m <br />m <br />ry <br />m <br />m <br />o <br />m <br />m m rn m <br />d old <br />nu <br />D, m <br />of <br />a� <br />D, m <br />o0 <br />vm <br />m <br />06 <br />am <br />m <br />vm <br />m <br />u; <br />vm <br />m <br />6 ui <br />vm <br />m <br />Lri <br />am <br />m <br />Lr, <br />vm <br />m <br />Lri <br />vm <br />m <br />Lri <br />vm <br />m <br />n <br />am <br />m <br />v <br />a$ <br />m <br />v v <br />v v� <br />m m <br />a m m <br />as <br />m rn <br />m <br />m <br />m935 <br />0+00 <br />1+00 <br />2+00 3+00 <br />4+00 5+00 <br />6+00 <br />2638 SHADOW LANE, SUITE 200 <br />EEVHEREBY <br />oEo <br />DATE <br />CERTIFYTHATTHIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME 00. <br />UNDERMY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEE0. <br />uN THE OF THE STATE OF NNESOTA. <br />° CITY OF ORONO, MINNESOTA <br />11W <br />SHEEF <br />o <br />"/23018 <br />0 20 40 0 5 10 <br />CHASKA, MINNESOTA 55318 <br />BOLTON Phone: (952) 448-8838 <br />DRAWN 2018 STREET IMPROVEMENTS <br />[3.02 <br />consT. <br />�ronote <br />HORZ. VERT. <br />SCALE FEET SCALE FEET <br />& M E N K Email: Chaska@bolton-menk.com <br />DDS <br />`"""°' <br />of <br />RE J EYA T <br />® Bolton&Menk,Inc 2018, All Rights <br />Reserved <br />www0.bolton-menk.com <br />4 42 3�7�2018 <br />DPM FOREST LAKE LANDING PLAN &PROFILE <br />48 <br />H:\ORNO\[131142]9\CAD\030\Sheets\1142]9C601.dwg 7/11/20185:24 PM <br />