Laserfiche WebLink
ROAD <br />LEGEND: <br />--------- EASEMENT LINE (INSET A) <br />BUILDING SETBACK <br />PROPERTY LINE <br />LOT LINE 72" TYPE 9.5 WEARING <br />ROW OURSE MIX (SPWEA340B)ACK COAT <br />RETAINING WALL DECORATIVE FENCING " TYPE SP 12.5 NON -WEARING <br />OURSE MIX3,B) (SPWEA330B) <br />AGGREGATE BASE CLASS 5 <br />EOTEXTILE FABRIC, MNDOT TYPE 5 - <br />TYPICAL a APPROVED SUBGRADE (SCARIFIED) <br />REAR YARD F <br />TYP FRONT STOOP LOT LINE U, <br />PRIVATE PAVEMENT SECTION (PUBLIC R. 0.U <br />EXISTING 5' MASONRY COLUMN <br />NOT TO SCALE (TYP) (SEE DETAIL) <br />5' MIN., TYP <br />TYPICAL SIDE <br />YARD LOT <br />LINE <br />- SIDEWALK <br />CITY OF ORONO RESOLUTI( <br />SITE PLAN NOTES: <br />O1 <br />5' MIN , TYP <br />TOTAL UNITS = 37 UNITS <br />TOTAL LOTS/GROSS AREA = 10 UNITS / ACRE <br />8 ' <br />N <br />(4 t NIT) <br />SHALL COMPLY WITH THE MN MANUAL ON <br />22' <br />- SIDEWALK <br />CITY OF ORONO RESOLUTI( <br />SITE PLAN NOTES: <br />O1 <br />1. REFER TO ARCHITECTURAL DRAWINGS FOR <br />TOTAL UNITS = 37 UNITS <br />TOTAL LOTS/GROSS AREA = 10 UNITS / ACRE <br />CONCRETE STOOPS ADJACENT TO PROPOSED 6. <br />ALL STREET SIGNAGE, PUBLIC & PRIVATE, <br />BUILDING. <br />SHALL COMPLY WITH THE MN MANUAL ON <br />FLOOR AREA RATIO (FAR) = 0.43 <br />UNIFORM TRAFFIC CONTROL DEVICES. <br />2. CONTINUOUS CONCRETE CURB & GUTTER <br />4PR <br />WHICH CHANGES TYPE SHALL HAVE A MIN. 7. <br />ALL PRIVATE CURB AND GUTTER TO BE <br />TWO FOOT (2') TRANSITION ON PRIVATE <br />CONCRETE B612 OR MOUNTABLE TYPE AS <br />ROADS, <br />NOTED, PER CITY OF ORONO STANDARDS <br />PRIMARY STRUCTURE SETBACKS: <br />DETAILS. <br />3. ALL CONCRETE CURB ANDGUTTER ADJACENT <br />4' PRIVATE <br />TO CONCRETE WALK BE SEPARATED BY A 1/2 & <br />ALL PRIVATE SIDEWALKS SHALL BE 4' WIDE, <br />INCH EXPANSION JOINT. <br />EXCEPT AT THE BACK OF THE PARKING AREAS <br />SIDEWALK <br />THEN 6' WIDE. PUBLIC SIDEWALK PARALLEL <br />4. PAVEMENT STRIPING SHALL BE 4 INCH WHITE. <br />WITH WILLOW DRIVE SHALL BE 7'. <br />5. ALL WORK WITHIN THE R.O.W. STALL COMPLY 9. <br />TYPICAL PRIVATE PARKING STALL - 9'x20' <br />WITH CITY OF ORONO OR HENNEPIN COUNTY <br />20' <br />ENGINEERING STANDARD DETAILS. <br />I� <br />SITE PLAN NOTES: <br />MONUME <br />EXISTING CONNECT TO <br />STREET LIGHT EXISTING SIDEWALK -,PID = 3311823110060 <br />�(�Ay ZONING = RPUD <br />YARD LOT <br />IDE �N`" CONNECT TO LAND USE =URBAN MEDIUM DENSITY RESIDENTIAL (10-20 UPA) <br />LINE / EXISTING SIDEWALK <br />CONNECT TO_ _ _ _ _ PROPOSED LOT AREAS: <br />EXISTING SIDEWALK' _ _ - - - - T GROSS AREA = 3.689 AC (160,694) <br />OR 112 ROW DEDICATION = 0.007 AC (313 SE) <br />i <br />BACK OF CURB ' — O0 PROPOSED LOT SUMMARY. <br />BLOCK 4 <br />a TYPICAL <br />�- FRONT YARD <br />m LOT LINE / ��' g OCA 1 2 3 4 <br />TYPICAL LOT DETAIL REMOVE AND/ 4' PRI ATE <br />NOT TO SCALE RELOCATE' / SIDEWA <br />BLVD. TREE i <br />ED o PC' 1 <br />[O o B <br />BLOCK H ME FRON <br />'l <br />SURMOUNTABLE C&G r` RT: , 5.96 S EET LIGH S OP/POR <br />N 1 (T P.) 2 3 4 5 <br />ANSITION FROM 8612 <br />_ SURMOUNTABLE <br />4' PRIVATE ri <br />SIDEWALK RETAINING WALL <br />34 <br />r III <br />00 <br />O1 <br />TOTAL UNITS = 37 UNITS <br />TOTAL LOTS/GROSS AREA = 10 UNITS / ACRE <br />i <br />D I <br />7' PUBLIC <br />SIDEWALK <br />FLOOR AREA RATIO (FAR) = 0.43 <br />3 <br />36' <br />4PR <br />VATE <br />I '' <br />WEST PROPERTY LINE = 15' <br />SIDE <br />LK <br />SUR <br />PRIMARY STRUCTURE SETBACKS: <br />III <br />III <br />4' PRIVATE <br />SIDEWALK <br />WAYZATA BLVD (TYPICAL): = 50' <br />0 Ries <br />.I <br />SIDEWALK <br />Bim. <br />WILLOW DRIVE/KELLY PARKWAY = 35' (BLOCK 4, LOT 4 EXCEPTION = 36') <br />ED o PC' 1 <br />[O o B <br />BLOCK H ME FRON <br />'l <br />SURMOUNTABLE C&G r` RT: , 5.96 S EET LIGH S OP/POR <br />N 1 (T P.) 2 3 4 5 <br />ANSITION FROM 8612 <br />_ SURMOUNTABLE <br />4' PRIVATE ri <br />SIDEWALK RETAINING WALL <br />34 <br />O1 <br />OR, <br />i <br />K 7 <br />1 <br />2 <br />3 <br />4 <br />4PR <br />VATE <br />I '' <br />WEST PROPERTY LINE = 15' <br />SIDE <br />LK <br />SUR <br />OUNTAB <br />III <br />III <br />7' PUBLI <br />SIDEWALK <br />0 Ries <br />FACER 1. 1— <br />N OBT,Ere <br />FACEFACE <br />FA <br />Bim. <br />8612CE 0 FACE <br />ANB c ER <br />�AR�E� <br />y <br />TRANSITION FROM FULL 3% <br />SIDE TO PRIVATE ROAD BACK OF CURB = 10' <br />20' <br />h ie"ry <br />I� <br />MONUME <br />T IGN <br />.. <br />LANDS oip� EB <br />' <br />FENCING. RETAINING- WALL TO BE <br />iO <br />a m 3+0o o OUTLOT B <br />- a+oo <br />RT -LT CROSS SLOPE AT <br />END RAD (STA 8+24) TO <br />GARAGE/DRIVEWAY TO PRIVATE ROAD BACK OF CURB = 20' <br />e' <br />6oPsolL <br />/ / <br />EXISTING C <br />/// <br />tk <br />.),1' <br />- s+oo _ <br />�_ <br />I <br />�0% AT HP (STA 7+95) <br />MINIMUM SEPARATION BETWEEN TOWNHOMES UNITS = 10' <br />--" SEE SEPARATE WALL PLANS. <br />BLOSSOM CIRCLE <br />/ ,( / EXISANG <br />r <br />` BC&G <br />e�0 SURMOUN <br />� <br />&G <br />,560p <br />�. <br />3 <br />& soO <br />- _ <br />SAWCUT PAVEMENT <br />%/ <br />STREET LI <br />dx9 <br />O CROWN AT HIGH POINT <br />- <br />REMOVE. EXISTING C&G <br />-� (, <br />/ <br />PED RAMP <br />OF WAY <br />�� <br />\ <br />TA 7+95). SURMOUNTABLE <br />(% <br />AND B612 CURB TRANSITIONS <br />PRIVATE ROAD WIDTH = 24' BACK -BACK <br />" <br />ENTRANCE ROADSECTION(34' B -B) <br />__ <br />_ DECORATIVE FENCING Q <br />-------- <br />MASONRY COLUMN <br />25 <br />CONNECNOT T -to <br />— <br />SCALE <br />(SEE DETAIL) <br />AT THIS LOCATION <br />PRIVATE ROAD ENTRANCE WIDTH = 34' BACK TO BACK (MEDIAN SECTION) <br />LF <br />(TYP.) (SEE DETAIL) <br />i <br />h,I <br />A <br />TRANSITION FROM FULL <br />EXISTING�� <br />\ <br />PRIVATE DRIVEWAY LENGTH = 20 MIN. <br />o� �, <br />SID K 1 <br />;,� <br />w <br />_ <br />3% LT RT CROSS <br />PC <br />74.36 - <br />I'.. 0 U <br />8616 C&G <br />\ F, E <br />'GZ <br />24" WHI 0 BAR <br />Ar <br />m <br />'X20' PAR <br />SLOPE ) END RAD <br />(STA 7+74) TO 0% AT <br />I <br />II <br />pI <br />J J <br />J m <br />OPEN SPACE AREA <br />MATCH EXISTING C&G <br />R �, <br />G�ti 3 <br />° <br />(TALES <br />HP (STA 7+95) <br />I <br />REQUIRED OPEN SPACE AREA 10% OF GROSS AREA <br />PE0..RAMP <br />8612 C <br />2 <br />8612 C&G C <br />GROSS AREA = 3.69 AC <br />6' SIDEW <br />REQUIRED OPEN SPACE = 0.369 AC <br />CONNECT TO -__ -- - <br />ND REMOVE ALK ' �F <br />R AD WIDTHARIES. <br />es <br />s <br />(ALONG P <br />1 <br />Y <br />I <br />PROVIDED OPEN SPACE AREA = 0.371 AC (10.05%) <br />EXISTING- <br />SIDEWALK <br />Yti O� ox <br />ST 0+46.1 T 1 1.8 <br />'y <br />Q� <br />50 <br />NS ON <br />4, <br />STREETJ <br />cG <br />HOUSE20' TYP 24' BACK TO BACK 20' TYP <br />OUSE <br />SIDEWALK STEPS W/R° G <br />N - <br />i <br />IG <br />B61 TO <br />°°0 <br />1 <br />(TYP) <br />20 <br />II <br />6 <br />8 <br />--- -`-(SEE GRADING PLAN) <br />is 8612 <br />C&G P � <br />R3 <br />B V� ^ <br />1 <br />SURMOUNTABLE C&G <br />PROPER <br />Y LINE <br />SURMOUN ABLE/ <br />DECORATIVE FENCING <br />C&G �G <br />G� <br />10 <br />1 <br />fV <br />o <br />III <br />B612 CU F B & GUTTER <br />PROPERTY <br />LINE <br />-_- (SEE DETAIL) <br />* <br />1 <br />�s <br />n <br />2% MIN. <br />(TURF) <br />DRIVEWAY <br />BITUMIN <br />2% MIN. <br />(TURF) <br />3 <br />15 <br />`^ <br />��/ <br />P RAMP <br />11 11 <br />III <br />8' SIDEWALK E <br />E ENT <br />10%MAX, <br />PAVEMEONTS <br />ORIVEWA <br />2% MIN. <br />REMOVE HATCHED <br />4' <br />S <br />RIVA - <br />DEWA o <br />o <br />+ '''2 <br />�,Ocxoo <br />4 � , �x <br />OUTLOT C <br />C <br />( <br />� <br />� <br />SII <br />il' <br />VARIES <br />( ) <br />3% <br />3%, <br />10% MAX. <br />PORTION <br />� <br />w TI <br />A <br />a <br />- - - - �'�IBET <br />- - <br />1 <br />2 ' <br />EXISTING WALL <br />LL <br />D] <br />ALONG PARKING <br />ARE <br />III <br />S <br />OP A D <br />11+87 <br />- N m R>y0� <br />p <br />+ s' <br />o <br />8612 C&G <br />TOT <br />LOT <br />AREA <br />�, <br />4' PRIVATE <br />B <br />I'I <br />II <br />STREET LIGHT <br />GAS <br />ELEC <br />WATER LINE <br />GAS <br />ELEC <br />STIR <br />ET SI N a. i+$1.3 <br />---------------- <br />SIDEWALK <br />PHONE <br />PHONE <br />.......... <br />- <br />- <br />(TYP.) <br />CATV <br />CATV <br />Y <br />V <br />� <br />M <br />� <br />SANITARY SEWER LINE 10' TYP <br />ED o PC' 1 <br />[O o B <br />BLOCK H ME FRON <br />'l <br />SURMOUNTABLE C&G r` RT: , 5.96 S EET LIGH S OP/POR <br />N 1 (T P.) 2 3 4 5 <br />ANSITION FROM 8612 <br />_ SURMOUNTABLE <br />4' PRIVATE ri <br />SIDEWALK RETAINING WALL <br />34 <br />SERVICES <br />BLOCK 6 P D RAMPS <br />S1 PRI LK Z 3 4 PRIVATE ROAD SECTION (24' B -B) <br />.83' III NOT TO SCALE <br />&G 34' BACKITO BACK <br />T 6550 I 3.6 12' a s• 1S' a67* <br />EXISTING POND <br />O1 <br />OR, <br />BL <br />K 7 <br />1 <br />2 <br />3 <br />4 <br />4PR <br />VATE <br />SIDE <br />LK <br />SUR <br />OUNTAB <br />SERVICES <br />BLOCK 6 P D RAMPS <br />S1 PRI LK Z 3 4 PRIVATE ROAD SECTION (24' B -B) <br />.83' III NOT TO SCALE <br />&G 34' BACKITO BACK <br />T 6550 I 3.6 12' a s• 1S' a67* <br />EXISTING POND <br />O1 <br />CJ <br />_ <br />III <br />III <br />7' PUBLI <br />SIDEWALK <br />0 Ries <br />FACER 1. 1— <br />N OBT,Ere <br />FACEFACE <br />FA <br />Bim. <br />8612CE 0 FACE <br />ANB c ER <br />�AR�E� <br />y <br />INSTALL RAILING ATOP WALL, <br />RAILING TO MATCH DECORATIVE <br />20' <br />h ie"ry <br />I� <br />MONUME <br />T IGN <br />.. <br />LANDS oip� EB <br />' <br />FENCING. RETAINING- WALL TO BE <br />iO <br />a m 3+0o o OUTLOT B <br />- a+oo <br />e' <br />6oPsolL <br />IGNED &PERMITTED BY OTHERS. <br />OUTLOT D <br />N m - - - - - <br />- s+oo _ <br />B6,P<&C <br />--" SEE SEPARATE WALL PLANS. <br />BLOSSOM CIRCLE <br />& soO <br />- _ <br />1 <br />- <br />PROPOSED RIGHT <br />OF WAY <br />—. .--,—.— <br />—.—.—.—.—x—.—.—.—.—.—.—.—.—.—.—.—.—,—.—.—. <br />:�----� <br />ENTRANCE ROADSECTION(34' B -B) <br />__ <br />_ DECORATIVE FENCING Q <br />-------- <br />MASONRY COLUMN <br />25 <br />CONNECNOT T -to <br />— <br />SCALE <br />(SEE DETAIL) <br />EXISTING PED RAMP <br />LF <br />(TYP.) (SEE DETAIL) <br />h,I <br />EXISTING�� <br />\ <br />STREET LIGHT <br />WAYZATA BLVD. WEST (COUNTY HIGHWAY NO. 112) <br />(PUBLIC R.O.W.) <br />0 15 30 60 <br />SCALE IN FEET <br />)N NO. 7206 <br />ALLIANT <br />733 Marquette Avenue <br />Suite 700 <br />Minneapolis, MN 55402 <br />612.758.3080 <br />www.alliant-inc.com <br />David <br />Weekky <br />Homes <br />MOWN— <br />I— <br />Z <br />LU <br />N U <br />0 O <br />Z <br />75 3 Z <br />O <br />OELI U <br />U z :) Z <br />O a <br />Z (� <br />O Z LU <br />OC O O <br />Of <br />O o U in <br />I hereby certify that this plan, <br />specification, or report w <br />prepared by me or under nny <br />direct supervision and that I <br />am a duly Licensed <br />PROFESSIONAL ENGINEER under <br />the laws of the State of <br />MINNESOTA <br />MARK RAUSCH, PE <br />6-3-2021 43480 <br />Date License No. <br />QUALITY ASSURANCE/CONTROL <br />BY DATE <br />DATE ISSUE <br />1-20-2021 CITY SUBMITTAL - PRELIM PLA <br />4-21-2021 CITY SUBMITTAL <br />6-3-20211 CONSTRUCTION DOCUMENTS <br />IDESIGNED: MPR <br />DRAWN: TAS <br />PROJECT NO: 220-0101 <br />5 <br />SHEET 5 OF 23 <br />