|
SITE DATA:
<br /> LEGAL DESCRIPTION:SEE PRELIMINARY PLAT
<br /> EXISTING ZONING: XCR
<br /> SITE AREA: 7.59 AC. g
<br /> 01
<br /> SETBACKS: W
<br /> BUILDING: FRONT 25 FEET ¢
<br /> SIDE 20 FEET 4$
<br /> REAR 40 FEET
<br /> PROOF OF PARKING: 46 STALLS
<br /> EXISTING BUILDINGS
<br /> a0'
<br /> i
<br /> n o
<br /> I I Y I \1 , ,n
<br /> 4 _1 1 I I 1-1,_I
<br /> I 0
<br /> 1
<br /> 1
<br /> I II II I I I/ LEGEND A $ m
<br /> 1 % I ` D i PROPOSED GRAVEL SURFACE PARKING AREA(CLASS 5)
<br /> 1 1 1 I' /, i� PER DETAIL
<br /> 1 1 I\ o
<br /> 1 ; ' li ❑ , 1 , ^!,;r,•...:4. PROPOSED CONCRETE PAVEMENT PER DETAIL.
<br /> I, �.. Y
<br /> I 1 1 l� 'a—� r.--- --.--- -------'--N89'26'18'E 421.74.
<br /> 1 1 11 'I I I' r 240' -�-1 %
<br /> 1 1 I 1 l �� ,/%1 I
<br /> 1 1 I I D I;; 1 FUTURE TECH j 20' i//
<br /> I 1 1 I z I�'' 50'1 SHOP 03
<br /> 1 ,�,�
<br /> 1 t 1 ;; 1_L5,I FFE=988.0 = ��///i I KEYNOTES:
<br /> j 1 I 1 �' (REFERENCE ONLY) �r I w
<br /> 1 1 i m� ,. - .0,..: pl PROPOSED GRAVEL PARKING AREA.REFER TO DETAIL
<br /> I 1 1 I ( =1. ,--i ---- ......3°........ +p 0 PROPOSED DIRECTIONAL SIGNAGE LOCATION.(PROVIDED BY OTHERS)
<br /> 1 1 1 1 1 I. p
<br /> 1 1 1 1 r,I 1 1, /�-�i--' I y O MODIFICATION OF THE EXISTING BITUMINOUS DRIVEWAY(FOR FUTURE TECH Z
<br /> 1 I 1 1 x I // „ O SHOP)IS NOT INCLUDED AT THIS TIME. li
<br /> 1 1 ` 1 1.. h /�S
<br /> l ,� 1 ,� 1 / I /,'G�\ .........".".. I S89 46'19'E 256.84- • 9 i/ r 1 1 j N89'27'9- / ••:'TQO..''''"'''''' , �
<br /> 1 �`_ 66.89.. ��
<br /> , --�' -- .
<br /> '..d................. I •1Q0'.�f O NOTES: I �
<br /> 1 I
<br /> w'=- I� O I I I. TOPOGRAPHIC INFORMATION SHOWN IS INTENDED TO BEN 8•II / �I �-- / I HOWEVER ITS COMPLETENESS NOTIGUARANTEED.CONTRACTOR
<br /> I , 1 �/ MUST VERIFY ALL PHYSICAL FEATURES PRIOR TO BEGINNING•, 1 1 i 25' ....•...................................•...•...•...•....... 1 FUTURE TECH 1 •''5O•.'.:.:;.�-40'_., CONSTRUCTION.
<br /> , 1 1 % 50' :: ::.. :: I SHOP 2 I 2. ALL CONSTRUCTION SHALL COMPLY VAN RECOMMENDATIONS OF THE
<br /> 1 1 1 �,�� 1 0'I FFE=986.0 SOIL ENGINEER UNLESS DIRECTED OTHERVNSE. (SEE SOILS REPORT)
<br /> 1 1 1 I I
<br /> I :•:•:•:•:::::::::.:::::::...................... I - .NCE 1 '.'.'.'.'.'.'.'.'.'.'.'f. 3. ALL CONSTRUCTION SHALL COMPLY VM1H CITY OF ELK RIVER
<br /> 1 1 , , 1 ONLY) ENGINEERING STANDARDS AND THE CURRENT EDITION OF MNDOT CO
<br /> , I I 1 I % 1 I I STANDARD CONSTRUCTOR SPECIFICATIONS(INCLUDING d Z
<br /> , 1 I , 1 ! '..".'.'.'. .. ..... SUPPLEMENTS)UNLESS DIRECTED OTHERVMSE. X
<br /> 1 I 1 1 4. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE MUNICIPAL
<br /> 1 1 1 1 1 = STALLS; .."'"""" I 25'WETLAND BUFFER WATERSHED DISTRICT.COUNTY.MPCA,DEPT.OF HEALTH,AND co tY
<br /> � MNDOT PERMITS.
<br /> 1 1 ,....�j'X O'..:..• I o =
<br /> 1 ; i I 1 .•:••.•( ,.).........................- -�������� ^ 5. ANY OR ALL HANDICAPPED STALLS AND ACCESS RAMPS SHALL U
<br /> 1 1 t; 1 ••..•.. .•.•,.•.•.•,•_•.•.••••.•••.••••••••.••••• (i-80'-+� W COMPLY WITH CURRENT ADA STANDARDS. SEE ARCHITECTURAL W CC
<br /> 1 g 1 FUTURE •_•:.:...........:............. .....................:.....:...... WX48'CONCRETE n PLANS FOR EXACT LOCATION OF BUILDING ENTRANCES. (-
<br /> 1 41' WALK FOR RESTROOM Y
<br /> 1 1 , q, - 1 TECH PER DETAIL. ; 6. THE LOCATION AND TYPE OF PRIVATE UTILITIES SHOWN ON THE -!I
<br /> I 1
<br /> T
<br /> 1 1 , SHOP �, \' PLANS ARE FOR GENERAL INFORMATION ONLY. THE INFORMATION IS LL W
<br /> 1 1 1 1 FFE=990.0 , �.+ W
<br /> _ I I I I 1 240' (REFERENC .: .:.'...:...:,:......... 80' NOT WARRANTED TO BE ACCURATE OR COMPLETE. THE
<br /> 1 1 1 CONTRACTOR,IN COOPERATION WITH THE APPROPRIATE PRIVATE
<br /> UTILITY COMPANY,IS RESPONSIBLE FOR VERIFYING THE LOCATION
<br /> B i 1 \ONLY) 1 ............... .....•... ....... � ANO DEPTH OF ALL UNDERGROUND UTILITIES.
<br /> 1 1 1 1 1 ..:....0.•.•.'.'.'.•. .".......-100'
<br /> 1 1 Q•1 I 1 I I 1 ....... Z
<br /> •1 , , , 1 PROPOSED TECH 14.•:•:•:•'•••';•'•'•';•:':':':':'''': ___l•1 1 SHOP Ir ..... I- Z
<br /> I 1 I , 1 1 1 FFE 987.0 5'X150'CONCRETE }
<br /> j 1 ; (SEE ARCH. APRONS PER DETAIL. W C
<br /> 1 1 ..':' .':.".'.'.".'...:..'.'.'.'...'.'.".".'.'. PLANS) 1 •'
<br /> W
<br /> W I , 1 1 �� Z•1 1 1 •
<br /> I ; 1" . ...................•.........-.................................• ••• : W`4 TER
<br /> O—
<br /> s' 1 1 1 ��\ ............v.v.................................. � O ELEVATION OWNER/APPLICANT: LIYIL ENGINEER: W
<br /> I 1 1 1 ��\ 40' c Q
<br /> I 1 1 Q Q =9 6 3.4 ERX PROPERTIES ANDERSON ENGINEERING of MN,LLC W
<br /> 1 I I /'"���`...................................... 28' O 10800 175TH AVE NW 13605 1ST AVENUE NORTH,SUITE 100 Q
<br /> • -I I 1 1 - V/ ELK RIVER,MN 55330 PLYMOUTH.MN 55441
<br /> T L--+ CONTACT:TODD PLAISTED CONTACT:ROBERT SWANSON Z
<br /> I! 1 1 ----._---- _ "N8752'40'W 406.81 N8946.19.W 55.00 PH.763-712-3965 PH.763-412-4000 Q
<br /> 1 1 1 / EMAIL TODDOPLAISTEDCOMPANIES.COM EMAIL:6RSWANSONOAE-MN.COM
<br /> 1
<br /> 1 i 1 ARCHITECT: SURVEYOR: 1,
<br /> MILLER DUNWIDDIE ARCHITECTURE ANDERSON ENGINEERING OF MN,LLC o r
<br /> �' N MIN N 3RD STREET SUITE 104 13605 1ST AVENUE NORTH,SUITE 100 e n
<br /> ? O SITE GEOMETRY AND PAVING PLAN MINEAPOUS MN 55401 PLYMOUTH.MN 55441 �-= N
<br /> DANIEL GREEN CONTACT:ROBERT SWANSON o_ v
<br /> '4.) SCALE:t'40' p 4p' ep' PH.612-337-0000 PH.763-412-4000 ="
<br /> EMAIL OGREENOMILLERDUNWIDDIE.COM FAX 763-412-4090 ^
<br /> H EMAIL:RSWANSONOAE-MN.COM ac
<br /> V O
<br /> v1N,OV1111]Ml fRN 910�AOW4C,O1IMl\Ulll 9R MMJ,p.I]
<br />
|