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6.8, 6.9 ��r `\ \ . it y of � MEMORANDUM �lkRiver TO: Planning Commission Item# 6.8. & 6.9. FROM: Stephen Wensman, Planner SUj DATE: February 23, 1999 SUBJECT: Request by Phoenix Enterprises for Preliminary and Final Plat and Conditional Use Permit for Northbound, Public Hearing Case No. P 99-6, CU 99-5 Request Consider a request by Phoenix Enterprises for the following: A) Preliminary and final plat of approximately 6.62 acres into 2 commercial lots. • B) A conditional use permit to construct 26,415 SF of commercial development. Location Lot 2, Block 1, Hillside Crossing Five Zoning/Land Use PUD (Planned Unit Development) / HB (Highway Business) Attachments • Location map • Preliminary and Final Plat • Site and landscape plans • Building Plans • Hillside Crossing Five plat Background Phoenix Enterprises is requesting preliminary and final plat approval to • subdivide 6.62 acres into 2 commercial lots. The two lots exceed the 13065 Orono Parkway • P.O. Box 490 • Elk River, MN 55330 • TDD & Phone: (612) 441-7420 • Fax: (612) 441-7425 Memo to Park and Recreation Commission/p99-5PR February 10, 1999 Page 2 1111 minimum requirements for highway commercial with lot areas of 4.23 acres and 2.40 acres. The property was originally platted with Hillside Crossing Two and then again in Hillside Crossing Five. Vehicular Access Two access points off Evans St. NW are being proposed. The northern most entrance presently doubles as an access to Culvers Restaurant. A second access point is proposed roughly 60 feet north of Coburns access. There is no access from the Coburns lot to the proposed lot. Parking Requirements The required parking for the 2080 SF of office space, 13,884 SF of retail space, and 9336 SF of warehouse space is roughly 82 parking spaces. The applicant is proposing 171 stalls, which appears to be sufficient to accommodate the proposed uses and future expansion. The applicant has 12 handicap accessible parking stalls, more than required for the use of Goodwill Industries. Signs • The site plan shows a monument sign is proposed to be placed adjacent the Evans Street right-of-way in the landscaped area adjacent. The monument sign must be kept out of and between the 10 foot and 20 foot drainage and utility easements. Proposed building signs are shown on the elevations (A4), but are unspecified at this time. Drainage and Utilities Staff has requested that the plat show a 15 foot easement over the 8" water main running north-south near the rear of the lots. The plat shows a 10 foot easement. Staff also requested that the drainage utility easement running east-west along the common lot lines between the two water mains be removed. Other than these two corrections, the correct easements have been provided for. • \\elkriver\sys\shrdoc\planning\stevewen\pcmmo\p99-6pc.doc Memo to Park and Recreation Commission/p99-5PR February 10, 1999 Page 3 • Lighting The site plan shows 2 light standards in the parking lot and 4 in parking islands. Staff requested trees be planted in the parking islands which may conflict with the proposed lighting plans. The building lighting is unclear at this time. Landscaping The landscape ordinance requires 30 overstory trees, 15 ornamental trees, and 15 conifers. Not more that 50% of those required overstory and ornamental trees shall be comprised of one species. The landscape plan is deficient 5 overstory trees, but has extra ornamental trees and evergreen trees. The plan shows no trees in the parking islands as requested by staff. Furthermore, landscape plan does not meet the requirement that no more than 50% of those required overstory and ornamental trees shall be comprised of one species. Staff recommends that overstory trees be planted along Evans and in the II parking islands. Irrigation is required in the tree islands and all maintained/manicured landscaped areas and should be indicated on the landscape plans. Pond Area The pond area to the rear of the site will be fenced off from the commercial area and left open to the residential area to the east. A gate has been provided to allow for maintenance and access in case of emergencies. Park and Recreation Commission Recommendation On February 10, the Park and Recreation Commission reviewed the plat for park dedication and recommended a fee in lieu of land to satisfy the park dedication requirements. Recommendation Staff recommends that the Planning Commission recommend approval of the request by Phoenix Enterprises for the following: A) Preliminary and final plat of approximately 6.62 acres into 2 commercial: • lots with the following conditions: \\elkriver\sys\shrdoc\planning\stevewen\pcmmo\p99-6pc.doc Memo to Park and Recreation Commission/p99-5PR February 10, 1999 Page 4 • 1. APPROPRIATE EASEMENTS BE INCLUDED ON THE PLAT TO COVER ANY EXISTING OR PROPOSED UTILITIES AS DIRECTED BY THE CITY ENGINEER. 2. PARK DEDICATION BE PAID IN THE AMOUNT REQUIRED BY THE CITY AT THE TIME OF FINAL PLAT AND PRIOR TO THE RELEASING THE PLAT FOR RECORDING. 3. SURFACE WATER MANAGEMENT FEE BE PAID IN THE AMOUNT REQUIRED BY THE CITY AT THE TIME OF FINAL PLAT AND PRIOR TO THE RELEASING THE PLAT FOR RECORDING. 4. A WATER AVAILABILITY CHARGE IN THE AMOUNT OF $300 PER LOT BE PAID TO ELK RIVER MUNICIPAL UTILITIES AT THE TIME OF FINAL PLAT AND PRIOR TO THE RELEASING THE PLAT FOR RECORDING. B) A conditional use permit to construct 26,415 SF of commercial building with the following conditions: 1. THAT THE LANDSCAPING CONFORM TO THE REQUIREMENTS OF THE ELK RIVER ZONING ORDINANCE. 2. THAT OVERSTORY TREES BE PLANTED IN THE PARKING ISLANDS. • 3. THAT IRRIGATION BE PROVIDED IN LANDSCAPED AREAS INCLUDING THE PARKING ISLANDS AS REQUIRED BY THE ELK RIVER ZONING ORDINANCE 4. THAT THE SITE BE ILLUMINATED ACCORDING TO THE ELK RIVER CITY ORDINANCE AND THE HILLSIDE CROSSING PUD AGREEMENT. 5. THAT SIGNS CONFORM TO THE HILLSIDE CROSSING PUD AGREEMENT AND THAT SIGN PLANS BE SUBMITTED FOR SIGN PERMITS. 6. THAT THE MONUMENT SIGN BE LOCATED OUTSIDE DRAINAGE AND UTILITY EASEMENTS. 7. THAT A CROSS PARKING EASEMENT BE PLACED BETWEEN THE TWO LOTS. 8. THAT CONSTRUCTION PLANS BE SUBMITTED FOR REVIEW BY THE CITY ENGINEER . III \\e l kriver\sys\shrdoc\planning\stevewen\pcmmo\p99-6pc.doc 11111,....A F.- 1 1 ill, - •,„,,,,,i_41 -ow INItib . Ae..44171 411La LOCATION . misr,,p . 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Box 490 CASE: Elk River, MN 55330 / r • • T T T c-..,T rs,rt .1.i.i.1.t,"":•.1.I.}r..; Illurninevo tivirorir ..... .. ...... . 11;it cony 19.9 22J'any •119.• • "".. al&- _,_L._.-976- .. ...., „. :1'' .'',;:,-A:•\ .- 27, l as ' 44444 .' 11,444•411 S. 11,1.3 7 . 2 e i • 1 • . • 223 -$4-#'..,-.1 1- .7-14: , . ..... . ,1Wurro.ro•v• S r i ,. , .. . A. 11611.90 J? ,.' .. 9,1.5 ea , ••a.aaa.al • 1.a... ., ir. ,' ,, I7'5 S ....- .....,_ •-•-+ 01( #4 ' ...-- _. ., . . 01.7,.Aorr10 , .' les. 0 r ..7".' '°':'-,';''•.;. ,, Ino..110. o,„„,_t_orter ,,t. Y.: 2 - -- „,-- 4114444, 550 "N„.... --.069•66.61 Utley ; I , , 61 : ', I t i /1 LI I . , , , ,.. , . 99E6 i I 1 .5, :. \ . 9'13 MN t' ; ill 2 • ..--- c I . • ,r' 0 15 1/5 1 . ,----- -- , 10 10 71 ,„ tamnyent- Z !., 1\ tomred f 1 .-966 <-1.; IS!i '`" ' t-Vesaas—E -------"'• T. — 9-1144,4336:—-f ' ",...::.. 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Aarg.,ti Lot 2- 104,536+/- Sa Ft.(2.40 r..) 't '! � Al distances o4 approximate sat jsct to final away. No title opinion has am provided is Of this dote. f. s.-„-,l Note: Underground Electrical.lwywr aro Gosmdn are not shorn at this tn.Gopher Stats Cd • is in ter process of locating ti ( / bencrencric ( ' 4 lop Nyaant East o1 Covers j2 Restaurant on property On.Ewa - i 974.66 fest.(N.V.CD. 1929) ....MO es '_ 3D la _ 3.p..4 s p`` In1,wrr !N]ns _1 • 6,vim ..04...04. ,-n.n ,bray COMFY 7w1 116 RAI el" PRELIMINARY PLAT OF: ammo n sr[trulpk o.917o9r wr3.11b..sm PREPARED BY: n c a U011l w alul srunrao. LOT SURVEYSCOs ANY. NC. NORTHBOUND CROSSINGS Daae n: c• uo t,1.7,.0•tllly Kca'1OS <Aw ,rr� rp CITY OF ELK RIVER, MINNESOTA 9INTY011 L`tae 7K Lown OF SCPAT(OF LAIV �IR VEY�RS ■rte S1O�11•C is 1O�L.� 7601 73RD AVE. N0. RIVE AICD DEVELOPER BROOKLYN PARK AN. 55428 RIVERSDE DEVELOPMENT COMPANY PHONE 612 560-3093 19230 EVANS ST. NW. ELK RIVER IN 55330 im, 1-27-99 m611G 21763 f9. O. 57 ON.ID nrnr-,virv„sc..,[sra 6W-67 51975 i Fs • NORTHBOUND CROSSINGS DEVELOPERARCHITECT ENGINEER RIVER S I D E LAMPERT STROH COMPANIES ARCHITECTS E N G I N E ERIN G 19230 Evans Street 13837 NE Lincoln St. 331 2nd Ave. N #200 Elk River, MN 55330 Horn Lake, MN 55304 Minneapolis, MN 55401 Phone: 612-241-1601 Phone: 612-755-1211 Phone: 612-341-9372 1.L•—.�.— —5 6897.36• E 577_00 — / ! ACCESSIBLE o .�. T .�.�.�.—.—.—...�. 3 I SILT.SEE DETAL I i 8 6612 CURB TVP. rl I I B ISM. 'EOM 2/A1 t ;i U Ib �l !� I \ ,-0• 9 DETAIL 1 At 11 IC-3'VERIFY y 1I 3IL•-0" SIDEWALK 95'-4' 30•-0' 10-0' R 25'-4'4. I B t i I DRIVe I r-D CONC. I B APRON EACH SIDE OF DRIVE B 73 I •� IR Dm I MRU 10113 t M1 OWNER10nuc B n --EMPLOYEE I i DESIGN TO BE KAFlED N 3 I i I I BREAK AREA ; i HYDRANT i B ROOF HATCH, I i I YII6Fr LOCATION I i I NTH OMEN N 8897.36• W 233.00 AlSLOPE� ,� T — — — — — — — B �'% j T LT- ITIRANa ) IIOOOY� �' ; i POND •�-- 5'-0 Bim,-6• 26,438 SQ FT. CONPA . I 9� I " ; i o i B • ROOF I i • l /j . I T ACCESSIBLE SLOPE Doa I I / Ir " i NRB CUT. ; I . 41. •o y_p• '1y. O• SEE DETAII 5/A7 I I /40 1, '} Inv , 3 B B y i I i / .) s I •a\ I I ENTRANCE 34•-B• k I 7 / h w d I ----i —4 ; i 8 I• 1 I (61 THU5)ANDARD a1USRNOUs J 3 1 I T \ AVF3IENT I I I I /• W • :',, • I T I i •/ ✓I 4_ I FORME EY N190N S I u,00 0!. I T / 40 B ; Z I s I T I I 6 , i • w • 4B'-0' 1 %P. j 1 I i MATCH FJOSTING I i / FENCE ON LOT TO 1 •36 ` I 1 / AGN VA1H r I I t NEW 4'CAIS I R I 6 11 ; i VERFY LOCATION N\ A I I i / N1TX OMNFA L . e ; i J/ I] �:--:gip—•—•—•—•—.—•—.—.I•.— .—. —•�.—.�.—.—.—.� 1 1 T•t- f 311-it' `,24'-0• 21T-LM i./-B� 160'-0' / 45.-6• "•�5£-3•i 4 N M'07 3r ww '50.19 T COSTING FENCE NORTH FIELD VERIFY CDSITE PLAN /\ o ♦ `°`"R°" SCALE: 1',.40'-0' 1111S a c 6••STL RPE 3 RLL W/CONC ,c ROUND TOP G e /6' cBACKFNl'MTH NEW MI •n PAINT BOLLARD GOOD AU v Wtt TOPSOIL AND SEED rNEW BITUM610US PAVEMENT ' ' ` rn / _�U - b 113 FELT JOINT Q MAMMAL IVP. t3 v+TiAlini, .,,,<"i. —• Man \\ a W�PM TETE I 711--E1 I IF a• mJi.....,....„,:e.„,„,„...„,:....,,.,.,..ElK "Y " `� 1. 711—L —11=11 E= 'I-E1 3i'ai4ieAili 3ei°eea:14 'T 2 S :t o ...,°° I vOZ- g 5 o < u 12••FOOTING DOSING SUBGRADE SOIL CLASS 5 BASE AGl7TEGATE E d I II I� 72•; 4 ® 9612 CURB DETAIL ® ACCESSIBLE PARKING 90i ® 6• BOLLARD DETAIL NOT TO SCALE 3/4...1'-0' 3/4' - 1-0' L iir /49 l ')/ 7 COMMERCIAL PLAN REVIEW L FOR CODE COMPLIANCE A. GENERAL NFORMA1DN ProMet Herne Nortaand Cleans Project Lottie Ea*vs.Yawls lot Sian 693 nes 246.208.7 Zwiq And Loa Um 4,da44 Ho.Soh, Camas 171.427.7/2813,1109 II.-59.49 Grad Spat Correa 117.162.1./286909 AI.-40.9% B. APPI:JCAILF CCCIESt LAMPERT I. Uniform 841619 Code 1997 Eat bn(UBC 1997) ARCHITECTS 2. 09 Err 2aine enlace CMlren1 Eaaton 3. Naar.Stale Mao Code ,998 Edbn 13837 NE Lincoln St. /9F• 4. Nano.Naar Cork 1998 n 199Eda • ♦ • 1 S RamaP4.awyq Calle 1998 Eallien Ham Lott., MN 55304 1.1 I 6 4Mtota Oec1Aod cede NEC 1999 Edlian / 7. Nivea. ColeewUn Code 1997 Edlion fl USb.Fn.Cob 1997 Edlon 412.755.12" 7.757.]!.9 ma.1dela nes, rc•co- • 9. Ymtat4 Fie Code 1998'<61n / 10.Nasal,ed R.Co1998 Edna 11-Mae Medalled de code 1991 Eddies ARCHITECT CERTIFICATION: • G OCCUPANCY GROUP ,HEREBY CEARFY THAT Ma PUN, pat-1115 1.F.(UBC b4)Crap 0 SPEOFICA2gN OR REPORT MAS / 4areonlle Ara-13,964 el.(LBC 309)Crap Y EPARED BY NE a UNDER 4Y BISECT e� Werenw29-10.419 10..41 e9�.I.(1119C 311)Gray 5-1 SUPERVISION91(00ANO RI,Ai AY A DULY / De TYPE OF COIB'lRUC11D1 UNDRTFAFD urns OF 0N1l(407 CT DFA THE LAM9 S ME STATE OF 4WNESOTA Type / Fullywplh,d it Y6cmWan.t UBC dot*.edol•to bo 9-1 AC I s 922 Y Tpe 11-N-N Metria t4 b Not-CenbaxtlBC e-(U 803) 9a,A,4a / Fuly*2.49..11 N calnplSI.with UBC Monad 9-I a4 92 stnnun4x no. S-1 Type 11-9-All Nola to be Nm-Canasta- (U8C 903) Fully attained 1.coplhce.M UBC alo�d>a 9-1 and 9-2 / OA,E. NRB NEA.ISDN 14144 Sawa Fal 26.436.1,I Slaty F. ALLOWAIRE HEIGHT MD WRONG AREA /e I. M4.ba*WV(LBC 505,508,Tobe.5-0)7O-11'2 Stoe 2 Payload 44444-22'-8'-I Story • COMMERCIAL PLAN REVIEW FOR 1' A9�Aa-YTpe9" / BUILDING ENVELOPE COMPLIANCE 24000 SF.. Ahoy Approved Stbn(UBC )r1�w L&:5013)300%100%.24.000.F22000 SF. • A. �L111011600111 4, MM S sao o 1 Ta sono)3 ala.1009-24.000 S.F. • ler ler.a....tad haat.(tar.R..IR 24.000 S.F.t 1 Story Approved Spina(UBC 505.3)3011%-72.000 SF. nor a•a.ler. 0 9m r n ler.y.a.. H.(res 1.n 5. A9a.tlAna-B Tpe I-N 12000 SF.a Separation(IRK 505)3 sides AO%w 24,000 SF- L INMR•4LI 24.000 SF.4 I Slay Approved Santa(1)8C 505.3)3029-72000 SF. nen...co....r....'key 6 Area Oro- - or .114.1.44•0•1. 32(8 TYPE 9-N)4 19.32(4 FP8 E -N)4 1415(5-1 TYPE I-N)••36B%<100% V ""a ire me Nr.Lob.p 0. OCCUPANCY SEPARAIIDI(UDC 34t4) - .Gimps*9- 1.,-..1.,-...m.w.4W. a.-. .u 1 Mar 5rp0Tb,Behan Y d 5-I(cpace. Z Gimps* r„t1•404...•..11.l.. IL FI E RESS1111E RATINGS(CIBC TABLE I A) Ln Rees Fa..,.Cray I. Wrier Bart Male Na-Car4..W. C MUM UMW 11101111011111 2 inlane Boerne M4.. Na-Caro9.tta re...at 1 rd./Y...1.ter a--rr lw.A- 1 ALAN 4-41Wet 41 4. Su4 Fr..e a9 Non-Conan.aleareNa-C arable x.�9_/_ !aka•11 I 44 I CL 55.. Pan a e* Na-Calival92e C saw aa./,w Mr b,.•AI -- j A, u.. 7. iban AM floe CN • O41 as ar/avl va�r./P.e W.t 1 -- 1 - I d e. Rea ed Rat Conn. Neal-C ur y. 7 O .` -- 9. Extra Dave And des Not 04.P1 W La Tat 5 FM,Protected La iNr Ya9� en Doors Oar Ire,.Ire.L I -- I - : 10 For • ♦ e .r aces../.. W Ina,e. -- ., r m L OCCUPANCY LOAD(INC TABLE 10-A) V C CU caad.e Occupancy Lob-442 Occapa4 I C COM a. , Skarn Mans 0 pap Lade-99 Occupants L ISL1 d DING Q rem[war. -ti 0...I=Whit ser WO I. area!OF Ocpg(taB100421) 73 2 Rewired fa cad,3 Racked ed fig' L b Coral l 2 Praidad for Shona alas 2 Lma7Na 02CE-0EAU SUM Iro4.25j ,.x > 3 42 5.a.kali(UBC 100414) O Al Otelpa.7 Lad Crater Tela 19 O 4. Permanent 04 EIB(UBC 100414) .r / 941 Le la I/2 Dared Oral Mao Dine * i Ea.men090 MBC Pr O /� • LLA 411.Oa Mat 31 Pa Door 2 S. Dow Mkt(UBC 100311.3) 7 Dor Sae(.IBL•at f00311:) n M3alN /llh _ Gaon S.nq M Sher.ReOiW V V 11aa. .../ ',, 6 Ta 07 Lot a Lola)(UBC 100311.6) 1 Oanad.From nk.laaut Un 04 A Olt Cle K. OTHER •BUILDING B1Ydb9 la Arm*. O 2. Roof Ata.(UBC 10011111) I• / 90'4as Leech 3. Roo941 eels,(UBC,SF.ate 2) 7 V/ 1b[L51.(U 18 SF'Mt 1O.Oil*p;•-0- L 4- Droll Roos(UBC 7061) Not R4tb 5. Rtcpp Spot.-Mar Tea Endear•(MSB=1300.4700) L. MAWS FIRIURES-IN:WO 1C A1pE9NILE(IBC APP.C PT 29) . ✓ Brad On 0ea44af4 • Or*.n By. (NW I. Rohr O4seb 2 2 2 Ufia. Checked Br LL/LANGEN 1 aselafr 1 4. Fountains 1 Revisions / 1 SadSM 1 021099 PREL399MARY .LANOINC': / a aw8iav Store Bib a,DnY 1 9 1. Mala Darts 1 1 ./ 2 LYYId. \ 3. loaners 1 I 4 Santee - r1 1 Serve Std '.'•('!'j , IL PANNING Y!..../ 1. Told Rasta:28.438 el.a 1/71117 4.7 -133 Spoon 2. Told Potato of• 1 544. F.lde -9'cIR oa borr99'.20'(nose to nap)Sla. 4. Striping-4.Ates.Sebes -131IL1 N PAW1. Orir Ea.MDr d Truck Monearine Atom I 1-1/2'Patna.Mean Car 41.D.O.T.2331 Tp.4I PLAN l-1/r Plontre Brea Carse 474 0.0.T,2331 Tp.31 C Conaat5 C4a 5 Baan 494.DAT.3138 / I 2.MI PakM9 Ma •[Aura..WY Carp 4N.0.0.T.2331 114 41 •" % Br r eternal.Erato Cave CME 0.011331 type 31 Sheet Number 4'Capaeted Goa 5 Ba.W.0.07.3138 0 „ NBL.E edea CUT Ai dr y i i i i I I I i I I i i i i i I i I I i i Er b 95'-4' 30'-0' A, ' r .1h WAITNG t V47 ---198GE:-T4RLJ--" b\ ®L'3 mammas1115 R 4._0. 1.060 SS. . "` (DIM I;_—_ '_0.4,-0• 4'-0' 6'-0.4,-0' VERIFY W/ARE MARSHALL 70'-0• 6' 32'-6' ',a_+_, 4�`"-' "i 92E,LOCATORS AND =.', - I i L_D OUANTITY OF FIRE EIITNGOSIERS ' 1' ii —�F O \ \ .e _ 4�'w ' 1 _ CONFERENCE I ° +�m 30 OCCIAAN SHIPS LAMER tin: I , SEE DETAIL 1/A3 5 k ;---.- 0 L....101 I I 15_0. I \ "- P. 11 I le1- N •i IL r-0'02-0' CLERESTORY 6140 WINDOW s o\� WORN TLOCA TOP OF(5WINDOWTHUS)) O VERIFY 00&L ON 115-0'O THUS) ti W/GOODWILL WtlY LOCATION \ WITH STRUCTURAL mom_ \ CARPET mo EDGE �(—L60601/46' •i RACE FROM WALL BD VEST. GYP. CD w•r� B0.ON SALES SDE OCT.• -y Y.CT. LOADING DOCKS/ O RECEIVING AND ® b 7e i � SOR��p_AR EA AMU I td-HY *`p.` •, AL !? 4. Ah. •' c 1--- r-6•BEAD BOARD A ':per • $ AA WAINSCOT,BOTH o GOODWILL SALES AREA SIDES of WALL P-0.0f•-0• �J 101 COMPACTOR ae Oppriap r OPENING /. '� 00N00� ,` 375 OCCUPANTS E--I HR ARE WALL ,S "\ fY-9'I t- - - TO DECK w/PLYWD V"' -i O •e\ - - - AND 23.BUMPERS O• o �TROM BOOR TE ONLY <`{/74 A.F.F.la THIS 90E ONLY of SEE DETAIL 2/43 CART CORRAL AREA "gyp. .o • WALL SHOULD HAVE A 7-6' ,HANDICAP FITTING ROOM le DEAD BOARD WAINSCOT R AW 76•P.LAM BENCH 7._r �f�p,•a. .\ 6.4N b' RAIL DESIGN SHOULD BE 36'CRAB BAR r- (TAP) `p, i (KNEE511 b VERIFIED BY OWNER COAT HOOK ( ) < 41,D # b CLEARANCE) 1 16'060•MIRROR UTUTY WALL. $ '!- BOLLARLEVER HANDLEFITTING ` VERIFYDS kRAILS Io 17'WN. 4I •-0- ROOMS W/ELECTRICAL \ LAVATORY' m\ CLR(TPC O C- XICX WALLS �+i 1; EIEC FAIRELa - - 1E: i r-r r-0'0Y-0•FDED 19 a .I .\ ' , CLERESTORY WINDOW, Ir K• SHERWIN WIWAMS TOP OF WIDOW O s_�•• f I tr '� ® 1® 116•-B'(4 THUS) a.... • ' .;�— COMM r VERIFY LOCATOR 'a.o '; ' 89r. OCCUPANTS MTH STRUCTURAL C.� S 3 SHERWINAID 'MWAMS e 'r! EOP OF SLAB I LOADING UO(9I 'i t7 40 EL-100'-0" OFFICE WINO. 17 W/ 14 € - �\ ` 4'-0.04•_0• OFFICE 5 OCLUPAN75 ti 1B SERNIF SINN a N O \ \ 'r'\ In ' BACK WALL Q \ I v CRAB BAR`. o d A1'-6• / 41'-8' f— --`�-°. / t 125-4 i / / ©BATIItaOO1 ©SCALE: 3/8' 0 0 S o •L O Z i O1 FLOOR 1'-O ,' i:2 1,I6 Nola,' 0 0 E r /4"f 7 2,....,- L •• _ A 1 I ® �J IffIRi —/- EQUIP. OFF, I OFF. 2 O] 115-0• LOAN tOD 109 0 91C W 3 OCCUPANTS 3 OCCUPANTS __ 11.47 �� 2 OCCUPANTS e® _ - OD ® __ ®m . a OD I. ��9'-1' t; LAMP E R T t' 16'-3• IF-0• to'-0• _ - _ 9•-0• TS M _ i " A R C H I T E C T S I • Y O a o 9► Y BREAK 13637 NE Lincoln Street — I II .•• Anoka, MN 55304 illi P.O.S.OFFICE CASH OFFICE 'S �,' fit, ,--_ I n.�.nci.I55.Is•rows,2.n).24f pa I T? 6 OCCUPANTS 3 OCCUPANTS 3 OCCUPANTS b ® I ® B ��. I ARCHITECT CERTIFICATION: — I Ar I HEREBY CFRIMII MAT TRS RAI. 0 0 RID. ® E.W.C. PROF/WEDABY wE OR OR WOG ORT WAS r DIRECT I$ T�� SUPERVISION NO TUT I.A DUCT T-0' 1-0•� tO-0• 1/} REGISTERED PROFESSORIAL ARD T:CT ��C�jlri) UNDER TS LAWS OF ME sum G<YNIESOTA. 10'-1' / 10'_0• s-O• 15-10• 13'-2• 15'-3• SOMME COMICATION MO. OOFFICE FLOOR PLAN „ P,T NORTH 1S-10" J, 1,1'-10• 2'-6• 4, 3'-1• L 4'-B• L 1 1 1 Z may/ - F.0. n I I+V) -''-- b.4) vI // \ I CLEAR ,FLOOR C V H�.I I SPACE S-0.9 1 \ I I 3 73 ce 0 _ ' 1 12 MIN j to a ( ) y -� 1 = v c • CD MAX(TIDE QCARMICF) -- / ` Z I_ t > CLEAR .12 ANCES 0 0 ILAR R DDR SPACE At O T L1.112.9 I AYAIORT&WATFR CLOSE1 LA .L 42" Ce 1 , r ' r 9- RESTROOM NOTES: C tP . LAVATORIES SHALL HAVE A CLEAR ACCESS MOTH OF NOT LESS THAN 30•,CLEAR HEIGHT CF NOT LESS THAN 29•TO THE BOTTOM OF 1HE FIXTURE APRON.CLEAR HOCNT OF NOT MORE THAN 3C TO hTHE RIM CF THE WIRE.AND A CLEAR DEPTH OF NOT LESS THAN a a = 12•UNDER THE MXTURE EXCLUSVE OF BOM.ANO WASTE PPE THE 1_ WATER CONTROL VALVES SHALL HAVE LEPER HANDLES ♦ - -. RESTROOM ACCESSORIES NOTE: SIDE TOLL MIRRORS SHALL BE MOUNTED SO THAT THE BOTTOM IS NO HIDER THAN 36' Oro.n By. TNN AT ACCESSIBLE WATER CLOSETS ABOVE THE ROOK ALL WALL-MOUNTED DISPENSERS,WASTE DISPOSAL CCNTNNERS,OR SIMILAR ACCESSORIES SHALL BE MOUNTED SO THAT CTMIM By LLAANGEN WORKING NOONT S NO 190100 THAN 36•ABOVE 114E FLOOR.MUD RRrsian• 94ALL BE FREE CF INTERFERENCE BY GRAB BARS OR OTHER ACCESSORIES OR FOOURES 02.10.99 PRLIMNANI' PLAN AND ELEVATION I._G. FLOOR PLAN Sheet Number A2 „„-- i� d� El / ROOF SCUTTLE.CURB&COUN1ER RASING BY SCUTTLE SUPPUEJt — DOOR I FRS SCHEDULE RI ii II OR`SIZE *IOC DOOR FRAME NCRAIE RfNMiB " v v 1008 Z2).f-R-.''-13 t-3/4" T4 IIISI.LA c;;.ASS Lail 1 V V 1008 (7}f-F',1'-alt-3/4 F4 INSUAIEJ GLOSS 100 101* -'Y.6-O"'1-3/4 F5 101 ^ 4'-0'0.C.MAX 1015 S d.Y-d 1-3/4- FD L37x1/1 VELD ^ ISTI.ANGLE FRAME BETWEEN POSTS 102A Y-d.Y-d 1-3/4 Fl ,INSULATED 702 TO TOP CHORD 1028 6'-d.6'-d 1-3/4" --- jNSULATED 147 OF ROOF JOISTS ^ 1= d-O'.d-Ort-3//4" --- INSULATED 104 1031 Y-d.Y-Or1-3)4' F6 INSULATED CLASS 105 C1L106 STEEL > ^ 1078 Y-d.Y-d 1-314' Fa CHANNEL STRINGERS 100 104 Y-d.e'-r 1-3 4' FT 107 v. 105 t/Y.(.0)STL PIPE 1058 t2}_d.Y-1-3/4" FS2'-0'LONG.6''NDE ^II HANDRAIL-SHOP 6F1D 106 Y-d.s'-r 1-3/4" F2TREADS-DEFD 10 515.5TRINGER(80111 SIDE) l07 Y-d.Y-d 1-3/4 Fl PEEP HUE 110iCHE16/1CKERR PLlir ATEh GRIND SMOOTH 106 i'-cr.5"-r 1-3/4' F2 III 106 'Y-d.d-6°1-3/4' F2 112 IX ^ 110 3-0'.6'-r 1-3/4' F2 II] wt NOTE:ENURE STAR TO BE ^ 111 3-d.6'-6'1-J 4' F2 • NOMASSEME D AS STAIR 112 Y-de 6'-r 1-3/4" F2 114 POSSMNE IN 111E SHOP. 113 Y-d.6'-6'1-3/4' F2 115 114A Y-d.6'-r 1-3/4' F2 115 8 SFR"y LOG1101 114 ONNER ^ 1146 Y-ds Y-r 1-3/4 Fl n 1/1111, 115A 10'-de12'-d'1-3)4' --- 117 1)58 10.d.l3-d 1-3/4' --- 116 11x Y3-Cr.7.-0.1-3 4' Fl 119 1/4 CUPANGLE 1130 ( -O° -0"1-3/4' Fl INSULATED 120 611*01 TO CONS SLAB ^ ,S. i -r.1Y-d 1-3/4• --- 1 W/1/2'EJO'AR510N BOLTS. 1--1 115F l -0"n12'-0'1-3)4" --- KID TO STRINGERS 116 f21Y-6..Y-0°1-3/4• F5 INSUATTD (SAME AT TOP) 1176 {2)3'-de 7-0-1-3/4 F3 INSULATED GLASS - FNISH ROOK EL-loo'-0' 1176 3.-0's a'-e`1-3/4"• FI 1 1170 Y-d.5'-r 1-3/4• F2 115 3-de Y-d 1-3/4" Ft 119A Y-?.7.-Cr 1-3/4 F1INSULATED1168 6'-d.¶5'-0'1-3/4' --- ' INSULATED ( 120 Y-ds 7-0'1-3/4 A Fl QPs LADDER OCTAL Goss AND 0.o is r TNTED INSULATING GLASS N ALUMINUM THERMAL WEAK TAMES. NOT TO SCALE PROVDE&NETT 0..15$CLOSERS,LDCKSE15 EMT NAPDNARE ETC AS REWIRED Al 1100511 A MEIRLAI BSH 601 10 C VARIES iSEE SCHEDULE 10•-6' • ' *2 2-y.Y d yz Y 6 1 3 0 2.11' ft' I illl 1111 •,,,z z z Vf . 1 ,. rl \ 1. 1. .= F1 T60 COAlS AL F2 �A�ED. F3 ANm®AUX sco GYPSUM WALLBOARD.METAL STUDS One Lo)..5/8'T .'n G)paxn WouboQd Or Ven. Bose Applied At Right Angles Or Poraeei To End,Side Of 3-5/8"Meted Studs 24'0.c IWth I'Tee S Orwell Screws B'o.0.To Vertical Edges And 1Y 0.0.To Top And Bottom Rumps Md Inlpmedlote Studs Slogger AR Veiled And Hpixnld,Wits 24'0.c Each Side Md Opposite Sdw.(non Load-hexing) 1/2'PLYWOOD FROM CA FRE NO.s 6P1200 SIC RATING=45-49 FLOOR TO 8'-0'A.F.F. 2x S 16'0.S 5/e'TYPE'IC GTP.BD. ll NM 3-5/8"STEEL STUDS C)1 HOUR RATED FIRE VALE 5/8'TYPE'X'GYP.B0. NOT TO SCALE 3 L 21TO'', .13 /1 A..3 V Mel SCHEME 11210.11011 acne eR Kau EMAIL SMIL,t L Q.C. HT. Mesas A iES11BIAE NNYL \NTI CLASS PAMT GLASS PAINT CYP.B0. IV MAO BD.r-6'AF.F MODULI.SALES AREA CPT/YWIYL CPT PAINT PAINT PAINT PAINT ACT. 10' NON-4f10 N.C.T. .OAONG ANO RECONNG SID.CONC. --- PANT PAINT PAINT _PANT JOISTS - TINTING AREA CARPET CPT PAINT PAINT PAINT PANT ACT. D. CONFERENCE ROM CARPET CPT PAINT PAINT PAINT PAINT ALT. 6' EMAP.LOAN ROOM NNYL MINI PANT PAINT PANT PANT ACT. 16' P.O.S.OFFICE CARPET CPT PAINT PAINT PAINT PUNT ACT. 8• CASH OFFICE CARPET CPT PAINT PAINT PAINT PAINT GYP.NO. 8' LAMPERT ARCHITECTS OFFICE/I CARPET CPT PAINT PANT PANT PAINT ACT. V ORFICE R CARPET CPT PAINT PANT PAINT PANT ACT. 6' 13837 NE Uneoln Write- t'-O'WAINSCOT Horn Lake. NMU 55304 i ROUEN'S REST-ROM C.T. OCT. CT./PT. CT/PT. CT./PT. CT•/PT. GYP.60. 8' Mond,f,i.)SS.t x,t F,.SIE.137.3141 YENS RESTROCII CT. CT. CT./PT. CT./PT. CT./PT. CL/PT. GYP.BD. V 4'-0'WAINSCOT m•.,../e:..q..,-s,e,.eeT RESTROOM CT. CT. CT./PT. CL/PT. CT./PT. CT/PT. GIP.B0. 6' 4'-0'WAINSCOT JANITOR'S CLOSET SL0.CONI --- PAM PANT PAINT PANT JOISTS - ARCHITECT CERTIFICATION: BREAK ROOM NNYI. NNIS PANT PAINT PAINT PAINT ACT. e' :HEREBY(SR'UY CORP TNIS RAN, ON DRIVE-THRU g0,epic, --- PUNT PANT PUNT PANT JOISTS - SPEOf1GTINV OR REPORT WAS PREPARED 9Y IE CR UNDER NY N1ECT HALLWAY CARPET CPT PAINT PAINT PAINT PANT A.C.T. 6' REPaTARN Aro THAT:ANA CRAY ulcmycT SHER'NN MUMS CARPET CPT PANT PAINT PAINT PAINT REGISTERED LRSPROYOE E TATE ACT. 10' IMO FR INE u'K Of TME STALE 6 NYNESOTA OFFICE CARPET CPT PAINT PANT PAINT PAINT ALT. 8' LOADING DOCKS TO cox. --- PAINT PAINT PAINT PANT JOISTS - RESTROON CT. CT. CT./PT. GT./PT. CL/PT. CT/PT. GYP.BA 6' 4'-0•WAINSCOT Oa'AT"'E CONOVICAO0O NO. GNI! L O SJ. UTE UTAS 1 f ' HOLLOW METAL SLIT CORE OYER HEAD DOOR 00119E ACTING 11E FRAC O TikPPAI COATS (-7., FLUSH _OAA/4• O 'IIRAMC I IAIED OOHS INX C/) DOR TYPES V Z A3,-6- 4 6'-D• 4 ''8 r 6'-0 r r r-D 2' rit 7-0" r 5-6-fr tip Cn 0:55'TEML ,,-,NIPFI6D ^/ SIDELIGHT 90OIOIT L•L 3) =OE' U = "1:7 -,-- - F4 momf5 1M 0IL OW METAL FIS ANODIZED ALUM CD L W000-OAA Cr PUNT 0 STARED,SEALED CA D > &VANISHED OO C4FRAME TYPES O m w C.L. L Ce 0 Z Orem Els MN Checked Bp LL/LANGEN Re/Yam 07.10.119 PRELIMINARY DETAILS Sheet Number ,,11 A3 „--- ' I Ji 11111 Ma AODRESSO MMUS 1D BE PLACED ON BONN EAST AND NEST DOES OF BONDING VERIFY LOCARON AND WI W/(INNER ROCK FACE BLOCK COLOR/L ACCpTROCX FACE TqPIQf2MASONRY CLIGHTEDONN.9// BLOCK COLOR/2 /FPS � COLOR/2 �EQL1�]�pb��TiNCF— CONsuLi W/ �SS. CO EL7T-O'O ..\.. 9CNACE CWNER/COo01NLL SIGNEDSKTEM.COLOR A Gl C.J. C.J. SIGNAGE C.J. C.J. C.J. • 7-3;MA;ONRY /� -0 OJ C.JpS 1BEA`INC "gm 0 l' � i00110•11.1. ____ ____._.._ • EL=T60'-DiOR �,--1 A4 NEST ELEVATION 3-D'.2'-0' FLERESTORY TOP OF MASONRY FUTURE / 400445(90hJ5)__j EL-122'-8" ETO'ANSXW G1 C.J C.1 C-1 C.J. 'I r1 INC 1121 MI TOP OF MASONRY • I , .. EL.-116._0" I -^'- TOP OF FLOOR // ____-_. -_---_ EL.:100-0 FJTSJ SOUTH ELEVATION A4 I/16' = 1-C' OECORA000 UCH, NKTURE BY OYNI1 (B DIM) FUIURE -o EVANSON c OSI0 L o b.L____: 3 oil v ,....\,. .s.., C r � J. I I 1 O Z / CDEAST ELEVATION U 0O r.O O L y yY A LAMPERT ARCHITECTS /---FUTURE 13837 NE Lincoln Street MANSION Anoka. 41 MN 55304 ��I ✓ al].I53.1111 im:P11.I3)M lARCHITECT CERTIFICATION: .` I I I I L I I gal 1 I I I J t 1 1 I I I ' I\ I I I_i I 7 L I 1 HEREBY MERRY NAT THIS Pl." LVECJIL SPECIFICATION OR REPORT WAS PREPARED BY 1E OR UNDER NY DIRECT SUPERVISOR AND THAT 1 AN ATEG TI —II REGISTERED PROFESSIONAL WOER E LAWS a THE STATETATE T CF NNIEBOTA SIENATUIII commune.Ns. WC V/ ^J C C-1 I'..t TOP OF MASONRY 1 EL=122.-8' TM _. _ Z_ VbA CFI C To=(1/ 10..944,. C EL 100-0 • 0 .1-i.\ EIFS -0 tce O ONOR1H ELEVADON A= c A4 mC 0 Z El) > o p Q• m w I IY 0 Z SMOOTH BL00L 7-0-4.-0. TOP OF MASONRY T CO /I CLERESTORY EL=122'-8' WHOOWS(9 THUS) JOIST BEARING EL=121'-4. Drown Br MN D.S. Cl C.J. O.S. C.J. C.J. / CTROMAd Bp LL/LANGEN TOP OF MASONRY di ®® ® ® ® EL=116.-0- Revisions D.S. 02.10.99 PRELIMINARY -\JOIST BEARING • ELai 14-ET I TOP OF FLOOR 4 J. EL-100'-0" el STEP FOOTINGS AS REQUIRED TO MAINTAIN FROST DEPTH ELEVATIONS Sheet Number A4 :,7a1Y F ( PREEN.24 GA METAL CAP FLASHING W/CONT.HOOK STRIP ROCK BALLAST ,. 3-PLY BUILT-UP ROOF SYSTEM AGPE ,l Y ISOCYANURATE RIGID WSUL w/1/2'WOOD FIBER BOARD IMP SINGLE TREATED PLATE /JSLOPE ilir TOP OF MASONRY _ _ X �EL-122'-B" I�'`finis n H 017 :: , U JOIST BEARING ,V �� IEDJOIS WEL.-122'-0" D . T. 6'ROCS FACE SEE STRUCTURAL III BLOCK.COLOR r TY CONT.SMOOTH PREFIN.24 GA METAL CAP FLASHINGI < 1Y ROCK FACE BLOCK FACE 80ND SEAM, HowW/CONT.HOSTRIP 1 w/FOAM WJECTION SNEL/Cat ROCK BALLAST INSULATION,COLDS/I SFE STRUCTURAL 3-PLY BUILT-UP ROOF SYSTEM (5 ) 12'RODS FACE a as 3"ISOCYANURATE RIGID INSUL • o< BONG BEAM 8/I/2"WOOD FIBER BOARD 1,2"ROCK FACE BLOOL VERTICAL SINGLE TREATED PLATE SLOPE w/FOAM N CiION RENF.SEE INSULAnpL COLDS/2 TRU TOP OF MASONRY - 1 G_ �JOIST BEARING / �`� EL-115-4' / `I m< 12'ROCK FACE BLOCK. a 6'ROCK FACE) LI� Y W/FOAM NEOL OI p ` (7 CO RSE COLOR n n E O SAF CE 01 \ \ SEE N (7 S) \ W/RIAM*NUL,COLOR/I(3C.) ` 1Y CONT.ROCK IA) ` FACE BOND BEAM 1-12"Roo(FACE BLOCK G7 w/FOAM WJECTION- ' \ O< I WSUL.CGLGR/2(1C) _. L N m< R 1Y ROCK FACE BLOC( \ Lir ROCK FACE BLOCK, N. al w/FOAN W,ECnoN K w/FOAM!NACHO< WALL,COLOR/I(IC.) O WALURON,COLOR/2 T i L ACOUSTICAL ° (1 COURSE) CEILING TILE ni. VERTICAL REINFORCING (SEE STRUCTURAL) a.. e < 12-SMOOTH BLOCK o "> W/FOAM W, �- INSIACOLOR AIION,COLOR n �' ° (7 COURSES) W s § V m< I �� y aJ 3 \ i Z $ I- Es T2'ROCK FACE BLDG(W/ • W/FOAM NJECRON T as e i WSIAARON,COLOR p WI lv .ti (1 COURSE) ALUM.WINDOW W/ , vZ 7EIM i INSULATED GLASS I/2'Exp.Jr. WE LIMAL 1 4 3 CONC.SLAB, 2 SEESTRUCTURAL SEALANT&FLASHING CULTURED 1 MARBLE SILL `ice µHOOKED DOWELS G/R8'BTYPPEED K' _:: 6'COMPACTED GRANULAR FILL Y-o...2'-0' < If SILL BLOCK N 7!�I\ 016'O. TTP. m COLOR n 1"FURRING W APOR BARRIER �1� 1/2'UP.JT. \ CHANNELS° 2'moo ISOCYANL.RATE INSLL \ CONC.SLAB. < 12'ROCK FACE BLOCK 16"O.C. ROM*AOPE , SEE STRUCTURAL o W/FOAM WEC110N N.., 1/2'EI.. Jr. •_\ FINISH F400R ' iv WSULARON,COLOii n 7 CONC.SUB, ,�\�■ ' EL. 100-0' 0 CWRYS ,7 \ FINISH FLOOR ( ) P09E�� \ SEE STRUCTURAL \ 11=1=11=11= 11 1 �•- \ �EL=Toa-o' HallI.1111 I ^' \ -�, DAMPPROOFING K• DAMPPROOFING 11 ..wl '* Y RIGID ISOCYANURATE INSTIL w Y RIGID ISOCYANURATEIs a1 TOP OF FOOLING ;:. INSULATION St NI.EL 96'-B" :. ..., . CGILC FOOT CONT. ' EL. O6 fOOTINGe- COTLC FOOTING EL. 96'—B" 2'-0'x1'-0'CONT.FTG. 2'-0'aT'-0'CONT.FTG. (SEE STRUCTURAL) _ . Vc (SEE STRUCTURAL) (SEE STRUCNRAL) C)TIPIC.AL WALL SECTION O OVERHEAD DOOR OTSPICAL WALL SEC11ON ••1MOOW TYPICAL wAl .. " 1._0 Z_ O„ ©1/2 -I'-0 z° 6. E /4 S"."L 1 0 —PREEN.24 GA METAL CAP HASHING W/CTRL HOC(STRIP _ ROCK BALLAST LAMPERT ARCHITECT 5 —3-PLY BUILT-UP ROOF MEM 3"ISOCYANURAlE RICO!KUL 13637 NE Lincoln SNssl W/1/Y 1000 FIBER BOARD Ham LOkt, MN 55304 I�� Ph.nc$I2.755.1211 r.r.Oa.7s7.2ttl i...,..wl.nw l-«o..enn —SINCE TREATED PUTS TOP OF MASONRY ARCHITECT CERTIFICATION: EL4121'-6" '\ PREF94.24 GA METAL CAP FLASHING 1 RIMED,CERTIFY THAr TM PUM, W/CONT.HOOK STRIP sPECDOCATRN OR REPORT WAS 6'4100114 FACE ) ROCK BALLAST PREPARED DV YE OR UNDER MY ORM BLOC COLOR^ b BLOCK ATUT I AY A IXAY (4 COURSES) w UNDER LAWSNE STPRCCESSICRIAL ATE htt 3-PLY BUILT-UP ROOF SYSTEM 3"ISOCYANURATE RIGID INSUL CF YtNESOTA W/1/2"WOOD FIBER BOARD JOIST BEARING40. A DOUBLE TREATED PLATE EL-120'-0" 9.0.11.1. TOP OF STEEL FRAMING 1Y SMOOTH FACE—) 'I EL 125-0" SLOPE coma..xD. BLOCK COLOR/1 Iv .TOP OF MASONRY —~ DOW (3 COURSES) L I .- t:::•:.:.>k•::t: t.:;.;•> i•::•?i. .JOIST BEARING �6�.v EL 119'-4' - 111 —3•-0"x 2'-0" o i 6"540016 FACE CLERESTORY WINDOW .7 BLOCK NUN COLOR antlT BLOC(, IRE NV STEEL JUST, li \ SEE STRUCTURAL BOND CONT. BOBEAM Iv SD IY SMOOTH FACE BLOCK ls W/FOAM INJECRCI lY SMOOTH BLOCK > n• (16 C R COLOR n W/FOAM s (16 INSULATION 7 INJECTION INSIJUTION c ' L (23 COURSES) O 1 EFS STUCCO SYSTEM ) y.�/� , 5'1 n OVER 1/Y CTP. As to ' SHEATHING OVER `� C .A 1/2'P1.16000 N C ,o U STEEL FRAMING, > Q X ea SEE STRUCTURAL /A/ -491 Lim • N 2 lei T m U `_ `ACOUSTICAL o I. �: O CEILING m2 �R Q rte (SEE STRUCTURAL)NC lit ,"FURRING 7V^`` >•. �' CHANNELS O W C) *11 16"0.C. cf) D > —VERTICAL PENFORCING n 5/e"TYPE"X" QO 0I (SEE STRUCTURAL) \:; CTP.BOARD Cm .m It ROCK FACE BLOCK, �' m Y COLOR n.(1 COURSE) O W It ROCK FACE MOCK, , 2 m COLOR/2.(1 COURSE) I i,; o /1Y E i La_ S CeC DFS STUCCO BER BEYON > 70 0 SSYSTEMD z - FINISH FLOOR w ALUM.FRAME& - EL.:100•-0" N o DOOR WTH SEALANT i� AT PERNEIER )11 0 0 D•crww By TK4 CNtck.D By t1/LAN GEN ,-1/2"DIP.JT. Rsv+sIOns NEW PAVEMENT CONC.SLAB, C12.10,99 PRELYINMY T.O.PAVEMENT POSIRVE 5-OPE SEE STRUCTURAL .FINISH GOR �— 'r.-r .•.a1.511-'151 100-D —1I 11gIulff '`'• ,r 71(= ff-- 1 11 11 11 :II 1 :I=I I" °"' ?��x:,r- II II 'I III.1 OAMPPROOFING �. —2"RIGID ISOCYANURATE INSUL. 11:-1:- DAMPPROOFUNG 11 N' TOP OF FOOTING ,'. EL=9Y-IC• TOP OF FOOTING EL 96"-6" A 2'-0'xi'-0"CONT.FTC. G T:$ (SEE STRUCTURAL) WALL CC110N O WALL e any SECTIONS ,/2.- 1._0. Sheet Number "/ A 5 /67 F v PA f I-I0 O 1I 6.. j ,- e - I I DRIVE U 1..r HYDRANT I , •. f I -- f-1�Din.OYEE BREAK ARE di! E 1.1 - _ _ _ _ _ _ _ _ _ _ MDs ' 0 I• __ mum= 26,43R 50.R. COMPACT.' S"CONC. 10 '9 11 I 000C PAD ROOFI. SLOPE DOCK W I 4O I 4 0 a E CG I�� 1 I ENTRANCE If IE n 404 I0 , , f $ i < II I 11 I. 5 I rI �1/ 1j j�/ �j� I t 1 ,00 CE (��i NORTH ©i LANDSCAPE PLAN SCALE: I"= 40'-0" MANTMN TREES NATURAL FORM BY PRUNING _ ,Q._._.±._._._._._._. . .... BRANCHES RUSH`NTH BARK PRUNE FOJAGE ONE THIRD DO NOT CUT LEADERS STAKING AT CONTRACTORS 0 OPTION o D `o -_ r", PAPER TREE WRAP I -. SHALOM'MULCH NEM 1RUN((I INCH) •1 I MULCH DEPTH 4'-6",72"FROM TRUNK 11-2•ABOVE IGRACE 2 MULCH TAPERS TO 2"-Y DEPTH 0 PERIMETER = 3"LAYER W000 CHIP MULCH �T'II'I a DOSONE GRADE _\ 1 TT.RM BACK BURLAP uuul III II II 11-1P II II.11 II II'=11ii�( SAUCER B 11 II U p\�IL IE II II U- GRADE PERIMETER CUT PLANING SOL Mh1 -.'14A.. \' ,0211-Wil' I IIA.. ' IIII II II 1'-2.DEEP TO HOED MULCH ' _n-hIT-., '\ Y —E III : ,3 FERTILIZER --=' 111011 -..110E., REMOVE MIRE AND PIASTIC PLANTING SOIL MIXED NTH r _ MN 50%DOSING STE SOL =I'� ACHIEVE PROPER SOL MOIRE FOR TREE. ` ROOTBALL MOTH F UNKNOWN.MIX A SANDY LOAM SOL 3B ROOTS WIDTH 18'MOL L 4 y PLANTING DETAIL ff //- ©NOT TO SCALE Q PLANTING DETAIL ('') 1 I NOT TO SCARE 1 T :100 OA A►i Ay. J►i_ 1 �© /' 1 i T VAti %N SOF %A % T Ip 0.....0.t. p �A' vA T M. N. .►. / ►� . � ►r. T gyp` �N` �N' 3 1 ►►i i►i / M. / 1111 1 / T / lir 1 IT / 4111vi IPOND / / 1.1 // i i 11111T // T /• 411tV) T I / 4110 . 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