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Home My WebLink AboutBuilding Permit 2006 cont (2) cJ 0 - 2 d°In 1341001° 0-e=1/4.D 421, 432. u J Z Z i i d' tL '}i W V V Q – sl Z Q CI 64 � � z w0 o F2 Z r. r.0000 ❑ ❑ . 6 co w 0 o wce = v ,. 2 z O 0 mm o o 11 , w t; OZ z i . ' z w u- %, i05 O o -- J 'sz ' FN d cvwz _ x ? t 3 Z yO O mccdcCLLi a O .1r Cl) V d gWQ yjOW 1/ ►J ( o 0 2 I- O a3v) Ja � U U Z ii 00000 ❑ -,1 I oOCoW X. W w t la 4, O0 Z 0 OLL W z 0 � ~ 0 �� LLo � J 0 CeZ o Z W �" F- a W Fig o c tx- 21=° N Z _+. l • < LU J a• F: Cl) z zpZgJz W +' LU J acs w CC w piiii � < w 2 00 o g a' j v v w a' W Z OOgu) 1F- O O 0' o Z 0 LL. LL. 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PHONE NO. PERMIT NO. �6�u 0 PLUMBING RI 0 EX/GRAD/FILLING ❑ FOOING 0 MECH RI 0 COMPLAINT ❑ FOUNDATION .. WATER HOOKUP 0 FIREPLACE RI ❑ FRAMING ❑ INSULATION ��r+ EWER HOOKUP 0 FIREPLACE FINAL❑ FINAL 0 PLUMBING FINAL 0 GASLINE AIR TST❑ ❑ SITE INSPECTION 0 MECH FINAL COMMENTS: I T,� , _ . G7 I li-WORK SATISFACTORY,PROCEED ❑ CORRECT ACTION AND PROCEED ❑ CORRECT WORK,CALL FOR REINSPECTION BEFORE COVERING • Inspector: Owner/Conte. CALL 447-8850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH&SAFETY! urSMOTI II •RI0ICI � 16200 Eagle Creek Avenue S.E. U riy Prior Lake, MN 55372-1714 INNESD�P riL-6 April 18, 2007 Larry Gensmer P.O. Box 155 Prior Lake,MN55372 John Mesenbrink Eagle Creek Development 7765 E. 175th Street Prior Lake, MN 55372 RE: COURTWOOD VILLAGE BUILDING B TEMPORARY CERTIFICATE OF OCCUPANCY City Staff has met to discuss the Temporary Certificate of Occupancy for the Courtwood Village,Building B. The remaining issue on this site pertains to the grades that are currently in place on the Building A site. The Building A site was excavated in anticipation of construction, however the owner of this property has decided to hold off on construction of this building. Currently the grades on the Building A site are unstable and unsafe. With the pending occupancy of the Building B site, these grades need to be addressed. Prior to the Temporary Certificate of Occupancy,the City requires that the work to correct the slopes be completed or a Letter of Credit in the amount of$15,000.00 be submitted to the City for this work. The Letter of Credit would cover the costs for the grading of the slopes,promoting drainage, and for turf establishment for the Building A site. The grades must be graded to a slope of 3:1 or less,the low areas that currently hold water must be graded to drain, and the site must be stabilized with permanent erosion control measures (turf). Once these improvements are made and the turf established,the City will perform an inspection of the Building A site and if acceptable, the Temporary Certificate of Occupancy will be granted or the Letter of Credit will be returned. If the site grading work is not completed by July 15th,2007,the City will draw down the letter of credit and complete the work. www.cityofpriorlake.com Phone 952.447.4230 / Fax 952.447.4245 I apologize for the confusion on the issue,please call me with any questions. Sincerely, Larry Poppler Assistant City Engineer CC: Danette Moore,Planning Coordinator Bob Hutchins, Building Official Steve Albrecht, Public Works Director/City Engineer �4 PRj�� _ ti M 4646Prior DakotakeMN Street 55372-1714 S.E. L , INivEsolP c_______717/Z September 18, 2007 Brad Rothnem John Mesenbrink Eagle Creek Development Eagle Creek Development P.O. Box 155 765 E. 175th Street Prior Lake, MN55372 Prior Lake, MN 55372 RE: COURTWOOD VILLAGE BUILDING A GRADING At the request of Brad Rothnem, the City performed an inspection of the Courtwood Village site to determine if the outstanding grading items have been completed and the site stabilized. Upon viewing the site part of the re-grading work has been completed to the satisfaction of the City in particular the northern and western edge of the excavation of Building A, however the grades on the south side of Building A site are over 3:1 slopes, have erosion gullies, and need to have turf established. Erosion appears to have drained into the wetland and must be removed. In order for the financial guarantee to be returned, the above listed items must be addressed as well as establishing vegetation on the Building A site. Additional topsoil is recommended to allow the seed to establish. Sincerely, Larry Poppler Assistant City Engineer CC: Danette Moore, Planning Coordinator Bob Hutchins, Building Official Steve Albrecht, Public Works Director/ City Engineer www.cityofpriorlake.corn Phone 952.447.9800 / Fax 952.447.4245 Vfote? Courtwood Village /707 Final inspection list(this list may not be complete) Temp C of O '}''Planning Department sign off : nee , • D-•artment si: of /Remove covers from the smoke detectors 'V6Room numbers Tow,* t r'.- + V Site es • • treet side of building ui ng - sin the lock box: Front •oor, 'IV, Riser room, Elevator hoist way damper xtensions for t�ie-i c o d opens Replace broken :1. •suromers must close and latch the rated doors exce 241 f 1 emergency light does not work 2' floor, an•mg eas s air c-Fire extinguishers omp ete tile 3" fl. Toilet room provid- si: a' -- 4.1 iile(paper and hand towel dispenser HC requirements ck.Provide coordinators for all rated double doors (elevator lobby) trozer&water ermi complete thresho s for rated doors - •' - . r• , - C 08.307, 313 eck rated attic access t-Handi Cap signs for parking garage 1-Nandi Cap signs for the accessable route NAChange the sprinkler head in the elevator equipment room 1/Bollards for the heat pump '--Fire Sprinkler room sign for the riser room door -moire ulk electrical lines in the riser room ound testin Maintain erosion control until turf is established 1)p * Remove construction material and debris AVitevcr Final C of 0 Final lift for the parking Final parking lot striping Handi Cap site approach. 20/1 max. slope Final grade inspection(call Engineering Dept.) Planning department sign off Irrigation‘system Landscaping per approved plan PRIOR DEPARTMENT OF BUILD LAKE IIII!GAND INSPECTION INSPECTION RECORD SITE ADDRESS /'7 92, ADezdrituim sr. S. r• �� N NATURE OF WORK jegfier41.2,400 V1 t dir0 USE OF BUILDING tower PERMIT NO. aG . 00 24- DATE ISSUED /1110410 t �� CONTRACTOR- a c',Ot'�'Iec/O/a PHON E4/2 -40-39N 39N NOTE: THIS IS NOT A PERMIT FOR ANY OF TH PECTIONS BELOW THE PERMIT IS BY SEPARATE DOCyME l *ova. Tt N r •� ;w 71,- Cly 1/. �� PECTOR DATE FOOTING y_25- J FOUNDATION (Prior to Backfill) PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED ROUGH - INS SEWER /WATER / SEPTICWc' P _ Z FRAMING 9 I_ "'d • INSULATION ELECTRICAL PLUMBING OG . C ,2q , �, �f 1%4, HEATING (if required) FIREPLACE GAS LINE AIR TEST COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED T d • d - 019 FINALS GRADING (Prior to Sodding) BUILDING ELECTRICAL PLUMBING HEATING DO NOT OCCUPY UNTIL ABOVE HAS BEEN SIGNED NOTICE This card must be posted near an electrical service cabinet prior to rough-in inspections and maintained until all inspections have been approved. On buildings and additions where no service cabinet is available, card shall be placed near main entrance. FOR ALL INSPECTIONS (952) 447-9850 O. pRfr Engineering Department 4 City of Prior Lake 17073 Adelmann St SE V tri MEMORANDUM Prior Lake, MN 55372 TO: Paul Baumgartner FROM: Nate Briese, Engineering Tech II DATE: Wednesday, March 28, 2007 RE: Courtwood Village building final items required from Engineering Dept. Utility asbuilts Place wear course in parking lot Clean debris from wetland area H:\memos\Courtwood village.doc idSpr; 4646 Dakota Street S.E. Prior Lake, MN 55372-1714 (c)01-- June 11, 2008 Brad Rothnem John Mesenbrink Eagle Creek Development Eagle Creek Development P.O. Box 1163 765 E. 175th Street Prior Lake, MN 55372 Prior Lake, MN 55372 RE: COURTWOOD VILLAGE BUILDING A GRADING At the request of Brad Rothnem, the City performed an inspection of the Courtwood Village site to determine if the outstanding grading items have been completed and the site stabilized. Upon viewing the site the grading work has been fully completed and the turf has been established to the satisfaction of the City. The remaining security in the amount of $2000.00 is no longer needed and is hereby returned. Sincerely, L�arry'Poppler Assistant City Engineer CC: Danette Moore, Planning Coordinator Bob Hutchins, Building Official Steve Albrecht, Public Works Director/ City Engineer www.cityofpriorlake.corn Phone 952.447.9800 / Fax 952.447.4245 o.0 00 . 0 60 . 0 00 .0 10 . 0 86.0 '0,o 80 . 0 00 . 0 b . a b. a 10.2 60. 2 90 .2 00. 2 00 .1 00 . 1 00 . 0 10 . 0 80 . 0 90 . 0 b . 0 00 . 0 b . 0 60.0 00 . 0 00. 0 60 . 0 00 .1 IQ b . s b . 1 00 . e able 00 . 9 80. 3 60 . 5 b.1 S . 0 b .o 10. 0 b . O 10 . 0 10 . 0 b .1 b . 1 b. 3 b. a 00 . 1 b. 1 00 . 3 1 ,1 01 .7 02. 3 62, 6 S . 4 1 . 0 1 . 1 b,3 10 . 1 role b , o b . o / �us Immediate marjoram 00 . 0 b. s b . > malt male mall 0012 b a b .5 5 . 5 'c . c T 1 S , c 5 S. e b . b , 1 1 00 . o male , �,as e a. b . 1 'c . 4 90 . 9 7 . s S . 1 - " 90 . 9 e i 1 . 1 b 0 i . 4 ! 60 .a 00 . 1 '0 . o fl ' IT room a 9 43 b . mall •.°.. �. ...-...� .,. •. .. o o' s 1 . 1 i . a 4 .7 01 .c 02 . 2 Sa S . e 15 . 2 mi . e % .3 93 . e ] a 03 . 3 Sys 01 . 6 S . ei 00 .3 00 . 1 00 . 0 PROJECT : DEERFIELD APARTMENTS PREPARED FOR : DAKOTA SUPPLY GROUP -mill �1.6.. 7 .a _.6 a w. ..0 .•. - r � - " PREPARED BY : INFINITY GROUP , LTD . 'a . 9 S . 1 1 . 9 . 4 b . o mall mils . 3 7. milt 1 1 . 0 b . s male mall -- !�\ , 9494 HEMLOCK LANE N . - 1` MAPLE GROVE , MN 55369 i . 4 03 . 1 07 . 4 malt b . c S ,a milt 7 . o malt b . 4 ib . s male 0, 1 b. 9 b. s b , 3 b .4 . a mall 'o a S . s 84 . 9 % . a S . s As 1. o b , s ba 00 . 2 b . s 00 . 4 b . 4 00 . 4 60 . 3 b . a b . 1 b . 1 00.2 80. 1 610 . 0 00 .5 01 . 6 2 . e . " ". ,-� 1 .3 b . v 00 . 6 b.3 •0 . 1 60 . 1 1). 1 'O.a 00 . 2 '0 . a 90 . 1 00 .0 b .0 0. 0 10 .0 00. 0 b .0 1 '0. 4 1 . 9 1 . 3 'c . o b .c b . s 90 . 3 00. 2 0 . 1 60 . 0 (Ib .1 10 . 1 00 . 1 00.1 90 . 1 'o . o 00 . 0 0 . 0 00 . 0 . O 1 . 1 10 . 6 60 . 3 ba 0 .1 10. 2 % . 1 10 . 1 60 . 0 Ib. o 90 . 1 mall 60. 1 b. o o . o 00. 0 .a 00. 0 0 b . 0 %= J ,90 . 0 0 . 0 b .o 0 . 1 % . 1 b . o 1 b . 1 0 . � b-o b . s b . c 0 . 3 b . 1 00 . 1 0 . 1 b . 1 0 . 1 b. 1 00 . 0 ;b.o 0 .0 60 . 0 00. 0 b. 0 00 . 0 90 . 0 .c b . o jb, I0 b . 1 b , 1 ' . .4 mall mall b . o b.o •0 . 0 b . 1 b . o b . 0 % . 0 b.a 00 . 0 b . o b . o `1 b .0 b. o b b . o 00. i b . 3 b . s male malt ba b . b . b sue ! �{ . 4 0 . 1 b .1 0 . 0 0 . 0 00 . 0 b. o 00 . 0 b . o I% , a 00 .0 b . o 00 . 0 b .o b . o b . o 'o . o 'o o b. b .v b0 � v . a � LJ I � '0 '_ 90.4 b_ b_ 1 . 7 7 .9 1 . v b . 9 1 . e 1. 1 01 . e -- - b . 1 b . v b .o o . o o . o 00 . 0 b . v b.a 0 . 0 b . o b . o b. o b . o 0 . 0 00. 0 00 . 0 b . 0 00 . 1 S . e 4 . 3 6. 0 1 . 9 a . e S . e b. a 4 . 3 Sob b .1 00 . 0 0.0 `0 . 0 % . 0 b . 0 % . 0 b . v b . o a . o 0 . 0 b. o b . o o .o 0 . 0 b . 0 b. o 90 .I1 b . 4 Ss mall i . a b . 9 A 1 . 1 1. 6 % . 0 % .5 S .4 b. 9 b ' mall mall b .o 0 . 0 male male b . 0 Ib. o o .a b . o o . o o. o b. o b . o b . o \ b . 0 b . o b . o b. b .11 00. 4 mill 7 , 4 b. a b . s Ce . a . 9 C4 b .s b . s `4 mall b . 1 mall 90 .0 0 . 0 % . 0 b , 0 b . o Lb . 0 00 .0 as . * b . 0 b . c b. 0 00 . 0 0. 0 b. 1 b . b . 1 b 0 b. o � 00 .11 b . 4 b . 9 S . v 4 . 0 `1 S . c b . 1 4 , s ll `., man mall " '0 " ' 0 b . o o. o b . 0 b .o b .o o , o b . o b. o b . 1 00. 1 b . v ba b 1 . v b. b . o b//. o" mall b->-�+s- L4 1 , v 1 .9 mile mile S . e S .4 S. 9 1 .i , e 0613 b . 1 00. 1 00 .0 b . o b . 0 b . o 00 . 0 Ib , o 'o . 1 b . 1 0 , 1 b. a 00 . 3 *0A man b.e b , v b s male � b 1 b .o o ., 0 . e 2 .4 6"].a a..9_ 4 . e S . s 1 . 4 0 . 9 'il bo 0A o. s on o . s 0 . 1 b . a 0 . 1 1% . s b . 1 o . a 0 . 3 b . s %. a 1. 3 1. 9 % . 1 1. 7 .e 0 . 4 o b .1 60 . 1 0. 9 90 . 3 00.2� \ 00 . 1 00 . 3 00 . 4 00 . s 00 . e man b. 0 00 . c 'e . s •0 . c S . 0 S . o . e 'c. s " male 1 0 . s 00 . 2 la . s . e milt S . 4 Y.r- 4n--4:4- 7 .1 b.3 1 . 90I s s ,.... 9 \ 1 '0 3 b , s a S . c 1 . 9 . 1 e a 3 ,4 mall ba 4 . 1 \, . s \ b \� � . a b 0 '0 1 .4 1. 0 S 9 !1 4 - b v - 'o . e 4 9 b . s 3o S . 3 s a b�. male mall A O b 1 b . s mill S . s ba / _ 4 .9 .a 4 . a _ c 1 . eO b . , 'c . s 0 . 1 i a 1 . 3 b\\� b . 3 4. 1 3 . 1 b . s b. a Sa b s 1 . 9 b .o b . o i . o S . e � Sj mob. malt \ b . i b \ S . 4 b , 3 •cs j4: S . S . e ".3 Sn S , 9 mi b \ . s ; e - 4 3 ba 7 . 0 7.a 1 , 1 7. e mill S S . e S. 1 1 b/ b, s 'a .>, .3 male b , 1 '4 . 9 b . 7 Sa 1 .a . _ � a b , 9 Le 04 . 3 b . 9 b .9 4 . e �5 , 9 S . s Sa 1 . 1 % . 1 S. 1 . 4 �,, i . 4 b . 9 ti , ,4 \. b . 3 a b . 1 � . 00 . 0 mall `\ b 0 . 0 �7". s S . 9 03 . 7 h. 4 i . 1 min i .e . B \ � 12 b . s mall a S .4 4 .1 s. 1 s . s /S . O 66 .0 S . a a . s •v . a 90 .9 7. 0 S . 0 S . 0 S .4 1 . S .� 1Sn 1 a a . 1 . S . 7 v a \'a 0 a, s 0. 5 '0 . z s p s 'o . a o . s 'e . o b . 0 . o b.o o . o \ a S.4 malt 4 .1 4 . v mill mill 1 . mi)o mi 1 16 a b . 9 b. O b . 9 b. s o. s- � 11.5 00 . 5 c:Fall b. 3 a . 0 . 1 b . o . o b .a S . a `0 1, mall /b�7.3 % . 1 4 . 2 S . 9 bA 4 .9 4 , 2 4 . 9 % A S .c 1. o male b.s 3 b14 b. s _ -' ` b . s b . s a . s 0 . e ,'1-1ate I e 00 . 4 b . 1 b . 0 b . 0 male % . o 00 . 0 �a . s mile male 06 . 4 S . 9 mile 02 . 4 1 .` 1 1 b e s 4 80. 2 �b .i- b S 13 3 '0 b . b 1 male 00. 9 ] .i S. b. 4 mall 'o . o male. a . o b . o . o a b . 9 S . 0 '3 . s S . 4 7 . 1 00 .c b ,c b. s _ �b- 00 . 1 .p .v 00.2 \�. b . 3 ba b. s b .c 3 . 3 1, 9 93 . 3 03 07. o bs 00. 1 b . o 00 . 0 o . o 00 . 0 ' 3 'o e 3 '0. 1 '0 s `\b. 11 b e n, b.a� 0 ,1 . s b . a 0.4 00.v 1 . 4 a . s \s\9��4 . 3 1 . 7 male 10 . 3 40 . 1 90 . 0 00 . 0 b. 1 00 .3 b .4 \ ba b . a b . 3 �a �1 40 , 1 b . 1 \\ 00 . a 00 . 3 00 . s 1. 0 S : 7 .) 10 9 / . e 4.9 b . 7 b .3 b . 1 a . o 3 . 0 \ / \ c b . i\ 00 . 1 b . 1 10. 1/bs %,1 a� \1 . 1 1 . 4 1 b . s\ . 4 4 . 1 % . 1 01 . 3 90. 6 00. 3 10 . 1 00 . 0 / o 'v . v b. 0 0, 0 on 3/ b 1. c 04 . 1 . a . 1 81 . 4 b . 1 'o. ) b .1 00 . 0. `. b .s b. c 00 . e La $2 . 0 91. 9 `1 . 1 90 . 6 00. 3 00 . 1 b . 0 0 . 2 $0. 2 00.3 b. s 00. e 10 . 3 10 . 5 b . a 00.1 80 . 0 6 p 0 5 ba b . 1 b . 1 00 .3 b . 3 b. a b . 1 b .o V 1�( 0. 0 b . 0 b . o 00 . 1 0 . 1 10 , 0 10 .0 . o � a40. 0 b . a V LJ b. a b .a 10 . 0 10 .0 DEC 19 2005 ba a .a B Y have a level loop , textured loop , level cut pile , or level , road surface immediately adjacent to the curb ramp , or cut or uncut pile texture . The maximum pile thickness accessible a accessible route shall not exceed 1 : 20 . shall be one-half inch ( 13 mm ) . See Figure 8 (f) in part " " " ' " " "" • • • • • • • • • • • • • • • • • • •• • • • ••• • • • - • •• •••• • • • •• ••-- •••• • • • • • • • . 1341 . 0424 sub art 1 . Ex osed ed es of car et shall ° o ° °a °a o o 240 min = 20 ►% P P g P o _ o s o n a � = e �oo v,. . A�olning slope shall x be fastened to floor surfaces and have trim alonglthe ° ❑ ❑ ❑ ❑ ° ° : , norexreed ,:zo Y ❑ ° o ° ° ,`' C slope = V: x entire length of the exposed edge . Carpet edge trim o o 1 i ° 11 n o • sea • • • • Goa • • • • • • • • • • • . . . . . . . . . . ; l where x 7s a level plane shall comply with subpart 2 . o o o °° o 0 0 1341 . 0426 , Subpart 4. ADAAG 4 . 5 .4 : o n ° ° ° ° ° walk S1fee1 poo a o a Fig. 1 Gratin t ' fll s . Gratings s located in welkin sur faces shall �" ' g g g measurement • •• • t::E::F;E t of Curb Ram Slopes haves aces no greater than one-half inch 13 mm 96min160 v �" P 9 ( ) min or 96 min for VANS �► «:�„ :: r :»> wide in one direction . See Figure 8 (g ) in part zaao , sss 2440 1341 . 0 2 subpart 4 4 ub 1 . Gratings with elongated p g g 2 52m1� ':iii'i: :k•:} vii:: f . . . . . . . . . . . . . . . . . . . . . . . . . ., . . . . . . . . . . . . . . . . . . 1341 . 0430 Subpart ADAAG 4. 7 . 3 : Width . at r openings e ac s o0 shall b placed o that the Ion 'on is cam - �� P 9 dimension . .. . :::,: : + ::... . ...... . The minimum width of a curb ram shall be 36 inches perpendicular to the dominant direction of travel . See k ' Fig. 10 °= P Figure 8 (h ) in part 1341 . 0424 , subpart 1 . Fig 9 Access Aisle at Passenger Loading Zones ' , (915 mm ) , exclusive of flared sides . 1 1341 . 0430 , Subpart 4. ADAAG 4.7 .4 : Surface. Dimensions of Parking Spaces 1341 . 0428 ADAAG 4 . 6 : PARKING AND Surfaces of curb ramps shall comply with part -�� ?A1KK PASSENGER LOADING ZONES , V � N � Nth (� 1 41 . 0430 ADAAG 4 . 7 . CURB RAMPS . 1341 . 0426 . 1341 . 0428 , Subpart 1 . ADAAG 4 . 6 . 1 : 1341 .0428, Subpart 4. ADAAG 4. 6.4 : Signagf 13� 41 . 0430 , Subpart 1 . ADAAG 4 . 7 . 1 : 1341 . 0430, Subpart 5 . ADAAG 4. 7 . 5 : Sides of Minimum number . Parking spaces required to be Accessible parking spaces shall be designated al Location . Curb ramps complying with this part shall curb ramps . If a curb ramp is located where accessible by part 1341 . 0401 shall comply with part reserved by a sign showing the symbol of accessibiliti be provided wherever an accessible route crosses a pedestrians must walk across the ramp , or where it is 1341 . 0428 , subparts 2 to 5 . Passenger loading zones in part 1341 . 0476 , subpart 7 , and complying witl curb . not protected by handrails or guardrails , it shall have required to be accessible by part 1341 . 0401 shall Minnesota Statutes , section 169 . 346 „subdivision 2 1 41 . 0430 , Subpart 2 . ADAAG 4. 7 .2 : Slope . dared sides . The maximum slope of the flare shall be comply with art 1341 . 0428 , subparts 5 and 6 . paragraph (a) . Spaces complying with part 134100403 1 : 10 . See Figure 12 (a ) . Curb ramps with returned p y p p Slopes of curb ramps shall comply with part . I ® 10 1341 . 0428 , Subpart 2 . ADAAG 4 . 6 . 2 : item E subitem (2 ) , shall have an additions curbs may be used where pedestrians would not 1 41 . 0432 , subpart 2 . The slopes hail be measured i` � ounted below the symbol o normally walk across the ramp . See Figure 12 ( b) . Location . Accessible parking spaces serving a Y as , shown in Figure 11 . Transitions from ramps to p g p g ` acces S ns esi natin accessible arkint particular building shall be located on the shortest V ' g g p walks , gutters , or streets shall be flush and free of accessible route of travel from adjacent parking to an spaces shall be centered on the head end of th abrupt changes . Maximum slopes of adjoining gutters , accessible entrance . In parking facilities that do not space , located a maximum of 96 inches (2 , 440 mm serve a particular building , accessible parking shall be located on the shortest accessible route of travel to an the MOTthe Nsign Mand thIMing"ace , accessible pedestrian entrance of the parking facility . line of sight from the driver's position of a vehicl In buildings with multiple accessible entrances with planting or other adjacent parking , accessible parking spaces shall be parked in the space to the sign , shall not be obscure i / non -walking surface dispersed and located closest to the accessible by permanent or temporary objects . entra cesa - 1341 . 0428 , Subpart 5. ADAAG 4 . 6 . 5 : Vertic , W4 0428 , Subpart 3 . ADAAG 4 . 6 . 3 : Parking clearance. Minimum vertical clearance of 114 inched spaces . Accessible parking spaces shall be at least (2 , 895 mm ) shall be provided at accessible passengeI 96 inches (2 , 440 mm ) wide . Parking access aisles loading zones and along at least one vehicle access shall be part of an accessible route to the building or route to the areas from site entrances and exits . A C51 ! ' facility entrance and shall comply with part 1341 . 0422 . parking spaces complying with part 1341 . 0403 , item E Two accessible parking spaces may share a common subitem (2 ) , minimum vertical clearance of 98 inche �• flared side ' A I . 3 (2 ,490 mm ) shall be provided at the parking space an / access aisle . See Figure 9 . Access aisles shall be along at least one vehicle access route to the s aces 1 10 marked to discourage parking in them . Parked vehicle P "---~ from site entrances and exits . i � /� ( b) v_erhang shall not reduce the clear t of an ( a) Returned Curb accessib a rou e . a oca ion of- an accessible route 1341 . 0428 , S - a - 4DAAG 4 . 6 , 6 : Flared Sides in Figure i eferred location not the re u r d / Passenger loadin a ion and access aisles sha zones shall provide an access aisle at least 60 inche. if is less thanfry the slope 48 %Ltared stile evel with surface slopes 4Wexceeding 1 : 50 ( ( 1 , 525 mm ) wide and 240 inches (6 , 100 mm ) long I shall not exceed l: 12. Fig. 12 in all directions . adjacent and parallel to the vehicle pull -up space . Se F \ Sides of Curb Ramps Figure 10 . If there are curbs between the access aisl j � o ;1 and the vehicle pull -up space , then a curb ramp - _ _-_ _, complying with part 1341 . 0430 shall be provided . , Vehicle standing spaces and access aisles s level with surface slopes not exceeding Chapter 1341 , Minnesota Accessibility Code �_ 341 -28 Chapter 1341 , Minnesota Accessibility Code 1341 =29 i