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Nw comer Add. Frenchman Place 15[ 0nente CITY OF HUGO SITE SPECIFIC NOTES: (C E' gaRo ge <br />1. RESERVED FOR CITY SPECIFIC NOTES. <br />aAIEn9meehn9-Sarreym9 Uend p.-Iftecixre <br />1„ I PARCEL ID. 1840 EVEa0001 4931 W. 35th Street, SO, 200 <br />ADDRESS: 1SONI EVERTON AVE N <br />St. Louis Park, MN 55416 <br />_. .- --- `-----.-.-- owNER: RossINl sTEVEN J OPERATIONAL NOTES: ololl'ioa ooP..om 612-615-006o <br />a 7m. 6 N87°30'30"W 1196.83 096 „W <br />n <br />,I r 91 <br />w slm zms rzN�i s z <br />w<� SNOW REMOVAL: <br />v �✓ w wwv S�� W �✓ �✓ �w �� -.��� _ _ -_.-.. -. -..- -'�, ° - 279..9 - sn ALL SNOW SHALL OCCUR X)XXX. <br />wtr ------------------23' Rear Setback Line -�+yy� \ par sad - - /W <br />w xsle, - "c'_..Z r vvC°(RASH REMOVAL: <br />- Nti / TRASH REMOVAL SHALL OCCUR:XXXXX. <br />x'vs. J� �'°z.w w v1 w yt% <br />DELIVERIES SHALL OCCUR XXXXX. <br />Wetlantl Covenant Area per Doc. <br />II Wry w w W �' w w w w �✓ w w �✓ �✓ v w w Y% uPLAN AREA w i w w %w 2., . y, �, i ,S' No. V66372 ,k i 15.) U, .__i _-w � � tip;/a x ��°z DELIVERIES: � as <br />WETLANDS o �. ��a ; ���� <br />w w n w '1 w w w w w /� w �, w WE7t1AND w <br />V' �wt. '� Ss .SJ s6a" sE °$ITE LAYOUT NOTES: I L L E R <br />1' J, N W w,\ W W �I' J' J' W X' J' W W �I' J' W W y' J' J' ��� W vY 3a�e `O J' •'• W W N6yo3� O <br />mz� Xsisa 2�. ^1 <br />rl zON.R w w w .I' w w w .1` w w .� w .� w w x a.. x' w .� w - w- - w- w �- -w- --- - .k- w -- ",r''� - w w .� w .� w `z ` -w SwF �' se,gT x' ,k w ° r y 1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, (1� <br />v x a, , �. �L- sz to INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, N A N V O N <br />X((--`� SETBACKS, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL <br />w w } r, -� w - W--- . w" /� \Ss,�y>�1 569° 'S4 E��r - W - �- - L ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO <br />N, ` Wetland Covenant Area 0J3� <br />w w W � - -'> ss• aa.2� �4y N89°58'54"W 251.28 we. LOCATIO SHALL <br />NVED BY THE <br />NGINECTEDATNOAD ARCHITECT <br />PRIOR TO INSTALLATION <br />LLATIOMENTSTOTHE Q f C h t @ C t 5 <br />;; Per DB,r No a0,V619 s4V76za U, __ _--„U y U, w� E , p3, °e LAVOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. <br />ml <br />NTH STAKE LAYOUT FOR APPROVAL <br />w- _ w_------ w w �/ W iL7 j w w w w w �� w w �✓ w w �i w v� w w \------__ � I 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY <br />w -- AND STREET OPENING PERMIT. <br />3. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO <br />INSTALLATION OF SITE IMPROVEMENT MATERIALS. <br />wI �' ✓ � PxpcNrr `R w �✓ w � w w j � �x rca, w w �✓ � � w l w � � � v' ,T�,� 'y �✓ � �' w <br />Nao" 4. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR <br />gar I REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. <br />wlll I IIIJ, 6. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE <br />w �' 9{ ma IIT w ( FWZRCEL IDV 190312/210013k wRRR w% wR, xxE20°.'-RR I 11 MAPPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE <br />c I zeef UPLAND AREA ( ENGINEERNOSCAPE ARCHITECT. <br />J' W.zae ^R ^R ^✓ .� ^R x ma$ X' J' W X' ^✓ J' 'Kb, / <br />6. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE <br />�, y I .I, y y y, .I, y ,1, ,1, I y yT- I Imo, �, y 4, y ,), ,1,o-r 4, .rcr.l, (, ,1, 9, 4, y �, I 1 N FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS. <br />w \ w w- z io<s w w �' �H �wJ li w W w w w w W w 'Kra w w w w I,� 7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE Z <br />zo.l za J r m ENGINEERMNDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT <br />3 a z�--,m+z-- <br />.o r ` + �/AIN D`1' w `I'�III1L5.0'Ij�+ MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, W <br />15: 'F-v, '---- - --------------------------- -� W I I'o� BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT <br />���1117d gs,a.a I, tVVI,,, N?U 589°59S0E 233. :1 ` J� W W �V J� V� W; W J� �V W ytI ',W �✓ J� W W - (h <br />AA"zz I o TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED. N <br />w �✓ w� -� i w .p w w w �' i w w w �✓ '1 w w �✓ <br />8. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE <br />EXISTING WETLA F i z 110 �'` I I N w w WITH A.D.A. REQUIREMENTSSEEbETAIL. NO <br />BOUNDARY2 <ti ��L/-�"� p Qom M Z <br />1� . �W ,I• Y'c s,s.a ( d 9. CROSSWALK SHALL BE 24" ORDE REWUIITE PAINTED RED BY ADALIRE, SPACED 48"ONC eNTDE�PERPENDICULAR TO THE <br />_ S SHALL BE WH TE IN <br />{I <br />on <br />D �, <br />w F t� CURB TYPESSEE DETAIL <br />x sl..� <br />0 � y y, �, ,R '� y, � "( COLORU SS OTHERWISE NOTED Q 0 LOCAL GOVERNING BODIES. W <br />f-�„ O I 10 SEE SITE PLAN FOR CURB AND GUTTER TYPE TAPER BETWEEN � � � O <br />I� �-� �\ v " m 11. ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED. O <br />NI WETL�N v,�-/1.zL,z ROrs �, y�y \'2rca� w �y gv �w �\ �� �R w ,v ,`°,v u, w v, m N' a O W <br />O 12. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO 7 a Z_ <br />II �. <br />w w `bL-' `I'L' �• .I' F T� I . w y', 1 <br />♦� •' EXISTIIiiG WETLAKID SITE IMPROVEMENTS. a 2 <br />'k w BOUNDARY(2012) w Tw W w w O <br />ti I 13. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. <br />CONSTRUCTION LIMITS 1 W <br />o <br />EXSTING WETLAND � �' \ �' `✓ `I' O I\ I �' `I' `I' `I' w `J 1 14. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE. <br />1, BOLIND;Y(2018) V <br />w `✓ `✓ w `I' 'Lz},o ♦ x� e z `I' i w w `✓ ^ ��JI w `I' `11, `I' w w 15. ALL PARKING l,O AINT STRIPPING TO BE WHITE, 4" WIDE TYP. ILL <br />Q <br />iFING.rr /� 1�%I <br />♦♦ , 4 `I' `I' ,� x la .I' �' lam, `I' `I' �' �' ) `I' `I' `I' �' 174 16. BITIWN6y.4 VING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT <br />�� V rr ♦♦ 1� �____ �'_ w _ �_-_ �s w \ �' w w >G w �✓ .o�y� /SECTIONS. LU <br />I I ��w✓✓� �, `- w N83 s•ls^E 11 39 �' 3 / 17. AUL TREES AT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP U) z <br />I o222.0' �, �•. `"'S, / '' LINE. SEE LANDSCAPE DOCUMENTS. <br />> ��- �' �� m Jr m ✓� a y y ��.�w F�4 / / �/ <br />W <br />�p <br />SITE AREA TABLE: ■I/w' <br />U)'afna9e 0dtllity E,,*,,,t N' 1 / Y' /y /\,W, / // / <br />perD rvn. 3s WL7D w Vy`- ® O - 1 ¢zadb'\•`\ i/ EXISTING CONDITION PROPOSED CONDITION O <br />I� ® O sus A �z6a / �. / BUILDING COVERAGE 0SF 0.0% 20,616SIP 2.6% w <br />w �I% ® ® } w w W w w / AT �5 //, ALL PAVEMENTS O SF 0.0% 27,200 SF 3.4% 'p <br />ALLNON-PAVEMENTS 790,5325E 300.0% 742,7165F 94.0% a <br />I HEREBY CERTIFY THAT THIS PLAN, <br />a / ® - - - '^' / .,�j aW W W 1 N ;' / / / � TOTALSITE AREA 790,532 5E 100.0% 790,532 5F 100.0% SPECIFICATION, OR REPORT WAS <br />w w ✓(' r ' PREPARED BY ME OR UNDER MY DIRECT <br />I. - ___--B __ �I , Xelr..a v�N� ��/� \ ; / / , SCENSE6IONAND THAT AMADULY <br />W' -P `I' xmN-szre w , ® 1 /!'*ter `I' `I' `I' J' `I' `I' `I' `I' I / // IMPERVIOUS SURFACE LICENSED E LAWS OIONALF THE <br />ENGINEER <br />U <br />I U00 W '�,I, � x o _+/ �4115' wl � /;� / � /� EXISTING CONDITION OSF 0.0% <br />PROPOSEDCONDITION 47,8165E 6,0% UNDER THE LAWSSOT. STATE OF <br />z «W MINNESOTA. <br />T W W v� ��� W W �✓ �I' W W �✓ J' ' <br />// DIFFERENCE (EX. VS PROP.) 47,816 SF 6.0% <br />LION LIMI'YS %� w w W , I � 1� W w W W I / ' / 1. ew R. Pavek <br />a\ZS'OS W\,(Y�91a.e W ,19�/ 2/15/19 LICENSE NO. 44263 <br />zay' y' 4' J' J' V' y' .I' V' V' y' y' % ' <br />�°� A., �r ♦. °z �♦ r INv I �, ISSUE/SUBMITTAL SUMMARY <br />8136 DESCRIPTION <br />SITE PLAN LEGEND: CITYSU <br />09 - Noes -a 'fir NV I �, / i LIGHT DUN BITUMINOUS PAVEMENT. SEE <br />_ ,UPLAND AREA i»' GEOTECHNICAL REPORT FOR AGGREGATE BASE& <br />t; >t ♦ EXISTII� WET Dg' " / ' <br />_ ,I, / ; " ./ / j i WEAR COURSE DEPTH, SEE DEATIL. <br />¢ 3'�0 '� tb /� '� r9 BOUNDARY (2012} j BERM `y? 1�R .vi III �' <br />zoos �k lne / -" r 7`- -tea' I?/ i ' 0� HEAVY DUTYBITUMINOUSREPORT <br />PAVEMENT. SEE <br />EXISTIi�G WETLRWD �' z1l` -'/' �`IE'0 NSPsransm ssuan L'ne x' �%�I'.' - i 1 <br />,azel Easement i GEOTECHNICAL REPORT FOR AGGREGATE BASE & <br />B�INDARY�016,os� wer Doc No ss37s4a pzxc , u' t .I' - / ' <br />,/ .; X�K - i WEAR COURSE DEPTH, SEE DETAIL. <br />L -_ - T��\k•4 /- / .I' .1,R ' wv w w v ��'w\\ e�Oa4 �G ', i� CONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK) <br />6Z WE7LAN0 POND 10 ' / 7i'.'' I c <br />\ Xsarz v SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE <br />oa X, N' .y .I' NSP TraMsm ss oMt ne <br />s / <br />&CONCRETE DEPTHS, SEE DETAIL. <br />s z \ CONS UG�d'�II�TS , m I� N, �, w pea,Doc. rvo.I3sS7s6z.I. / 0 v' w .Is'' 6 PROPERTY LINE <br />,.e <br />915., <br />PARCEL IS 90 ROSEMARY <br />a � � � M � CONSTRUCTION LIMITS <br />n <br />OWNER GHRIST EVANGELICAL LUTHERAN CHURCH <br />CURB ^ems Ne 0 zaas _ J -v ' ' w I w I-----,o------ GUTTERNWH RE APPLICABLE -SEE PLAN <br />P OUT <br />Admeee: a790 RosEMARv war NORTH <br />D GUTTER -SEE NOTES (TO.) <br />DRAWN BY:BN REVIEWED BY: DK <br />`_ `I' INw I INV= PROJECT NUMBER 18125 <br />91,7 I 9 1$ t t TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS REVISION SUMMARY <br />-•mooDATE DESCRIPTION <br />��/lam ✓ / ".•sas.ao xw ss rc- s.a �clnT- °'may •4' ° sa �~ <br />- �- `�/ me �� -4 9 SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED. <br />soar rc" 'r \ ! HC= ACCESSIBLE SIGN <br />NP= NO PARKING FIRE LANE <br />ssU� 117 ST=STOP <br />PARCEL IT: 1903121210016 <br />Owner. LAKE AREA BANK 6� CP=COMPACT CAR PARKING ONLY <br />i� i <br />OVERALL SITE PLAN <br />14DD. <br />W/ EX. WETLAND <br />i/ �a e° • <br />,' � /j '-' �� \ • BOUNDARIES <br />�.OKnowbelow. Cal l beforeyou dig. 1,• , so,-B„ <br />25'-0" 0 50'-0" <br />C <br />