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5.2 PCSR 11-22-1994 CU 94-34 Page 2 November 22, 1994 • HOURS OF OPERATION Taco Bell has not specifically indicated their hours of operation. However, they did indicate that their hours would be similar to other restaurants in the area (i.e., McDonalds). Taco Bell has been known to have restaurants that stay open 24 hours a day. Typically hours are 10:00 a.m. to midnight. Given the location within Elk Park Center PUD and not adjacent to any residential, hours of operation should not be a concern. Therefore, a condition relating to limited hours has not been recommended. SITE PLAN REVIEW Since this restaurant is located in the Elk Park Center Planned Unit Development, all standards approved for that development will need to be met. The concept review committee has conducted a review of the proposed development plans and offer the following comments: A. Site Plan • 1. All building and parking areas have been designed to meet the required setbacks as set forth in the approved development plans for Elk Park Center PUD. B. Parking and Circulation 1. A total of 32 parking stalls are required per the ordinance. This is based on one parking stall per every 25 square feet of dining area. Proposed plans provide a total of 58 stalls,therefore,no additional stalls are required. 2. The handicap stalls and striped walkway should be adjusted to align with the southerly entrance to the building. This will allow easy access for customers as well as unobstructed exiting in the event of an emergency. 3. Entrance drive off Freeport should align with the driveway to Target which lies west of Freeport. This will improve turning movements and minimize conflicts that typically occur with offset driveways. 4. The width of the proposed entrance drive should be reduced to 32 feet and striped for two-way traffic. Larger curb radius can be maintained • to allow easy accessibility. s planning:pc:cu94-34 CU 94-34 Page 3 November 22, 1994 • 5. Curb in front of trash enclosure should be depressed to allow easy access to the dumpster area. C. Pedestrian Circulation 1. Sidewalk adjacent to the northerly parking area will need to be a minimum of six feet in width. This can be accomplished by reducing the parking stall length to 19 feet and adding one additional foot to the sidewalk area. 2. The sidewalk along the south side of the building should be extended to connect with the sidewalk along Freeport Avenue. This connection will at least provide a continuous pedestrian system between the commercial businesses and sidewalk system along Freeport. D. Landscaping 1. Any existing trees along the south side of the property should be preserved and incorporated into the development plans. 2. Some of the proposed conifers along the south side should be relocated to the north to provide a"balanced" landscape. • 3. Underground irrigation is required throughout all landscaped areas. This should be noted on the final development plans. 4. It is recommended some medium sized evergreen shrubs be provided along the setback area along Highway 169 to help buffer the drive-thru area and provide year-round landscape interest. E. Refuse Collection 1. Trash enclosure should be constructed of materials to match the proposed building. F. Drainage and Utilities See Terry Maurer's letter for detail information. G. Building Elevations 1. Building elevations should include parapet walls to screen all rooftop • equipment. s:pl ann ing:pc:cu94-34 CU 94-34 Page 4 November 22, 1994 III2. Proposed colors should be identified on the final set of plans. H. Signage 1. All signage should meet requirements set forth in the Elk Park Center PUD. Lighting 1. A detail of all lighting standards should be submitted along with the revised set of plans and reviewed prior to issuing a building permit. Parking lot lighting should include standards which complement the main shopping center lights. All of the above comments should be incorporated into the revised set of plans and submitted for staff review prior to issuance of a building permit. RECOMMENDATION It is recommended that the Planning Commission recommend approval of the conditional use permit request by Dovolis Johnson and Ruggieri, Inc. for site plan review of a Class II restaurant with a drive-thru in the Elk Park Center PUD, with the following conditions: • 1. All comments mentioned in the report to the Planning Commission dated November 22, 1994 be incorporated into revised plans and submitted for staff review prior to issuance of a building permit. 2. All comments mentioned in Terry Maurer's memo dated November 11, 1994 also be incorporated into the revised set of plans. • s:planning:pc:cu94-34 31111 Dr, ferct't • Y TOM 0 a., . 4..... 3 =. mill ei 1lPco 10 vie 4'b.,, 64 LOCATION . a • isoT , L.,y r: ( %-5-k.4-liklkla k 4 i '', L. L 4 astar, ,,i,,A,.....411,.. /1„, -,...,,_74 ,:ah-,-...:::15.,,v.' _....._ ,,.,,,,. .•,.. , !MEW • L 3 ,---- ls e i \ . ,, , y `'. ,, • . L. maw cam _ VRIGHT to 0 CI .", U U O i .. City of W .- E ' R River � _ G . 04 a 'q _ LOCATION MAP 0 -,., .,. �� 4 CASE: CU 94-34 r i. • -ll 1 November 11, 1994 File: 230-252-11 1111S11,1116 I I:\I I IIS 1326 Energy Park Drive St.Paul,MN 55108 Mr. Steve Ach 612-644-4389 City Planner 1-800-888-2923 City of Elk River Fax 612-644-9446 13065 Orono Parkway Elk River, MN 55330-1900 RE: TACO BELL SITE PLAN REVIEW Dear Mr. Ach: As requested, we have reviewed the information provided for the proposed Taco Bell. The proposed development is on Lot 3, Block 4, of Elk Park Center, which is the free standing lot located along Freeport Avenue immediately north of the water tower. The information CIVIL ENGINEERING we reviewed was submitted by Dovolis Johnson Ruggieri, Incorporated. The submittal was ENVIRONMENTAL dated October 20, 1994. Based on our review we would offer the following comments: MUNICIPAL •PLANNING 1. The site plan on Page Al-A shows a 36' wide driveway accessing on Freeport SOLID WASTE Avenue. It is proposed to have three lanes, two exiting, and one entering. The STRUCTURAL driveway is offset approximately 50' to the south from the main entrance to the SURVEYING Target store. We would strongly recommend that the driveway location be moved TRAFFIC northerly to be immediately across from the Target entrance. This will require the TRANSPORTATION relocation of a fire hydrant, and a pedestal which will support one of the future street lights. The street light has not yet been installed. We would also question ELECTRICAL/MECHANICAL whether or not the Taco Bell requires a 36' wide driveway. It may be more ENGINEERING appropriate to have a driveway supporting only two lanes of traffic, one entering, HVAC and one exiting. This may help to reduce conflicts at peak traffic times between POWER DISTRIBUTION Taco Bell traffic and Target traffic. SCADA SYSTEM CONTROLS 2. The grading plan shown on sheet Al-B indicates one catch basin located internal to the site near Freeport Avenue. The entire site, approximately one acre of impervious surface, will then sheet drain to this catch basin location. We have contacted Maliah Miller of Dovolis Johnson Ruggieri, Incorporated, and indicated to her that this would meet City requirements of not draining out onto Freeport Avenue, but we would suggest they re-evaluate their internal drainage, and consider installation of at least one additional catch basin in the drive thru lane. This would allow them to eliminate the drainage curb cut-thru between the main parking lot and the drive thru lane. We have seen numerous other instances where these types of OFFICES IN: curb cut-thru's do not work properly. A small amount of debris, leaves, or icing •MINNEAPOLIS will cause water to stand in the drive thru lane. PRIOR LAKE ST.PAUL WASECA • Mr. Steve Ach November 11, 1994 Page Two 3. We would recommend that silt fence be extended along the easterly side of the project site adjacent to Highway 169, prior to initiating grading operations. 4. There are two parking stalls indicated directly in front of the trash receptacle location. This potentially could cause a coordination problem for orderly trash pick-up. If you have any questions or comments regarding these issues, please do not hesitate to call. Sincerely, MSA, CONSULTING ENGINEERS TenY J."Maurer, P.E. TJM:pd 410 252-1013.nov S 1 .d • 41. am ANO UTU1Y E'SEµEN1 `. 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MI CONTRACTOR SHALL VERIFY 15E LOCATSI OF ALL 1 MB\ \ i�r \ ENSTNG ultimo.CONTACT GOPHER STATE CNE CALL T H•\ \\.:} I T 3\\''''''-c. 4f1 (454-0002)FOR U11JTY LOCAP N PRIOR 10 CONSTRUCTION. , `` \ n Rde.°! ° \\Y •7` M!] GENERAL CONTRACTOR TO GOCMNATE MTH ELECTRIC yyy��6 pp[C!(( v \ SRT UTUTY ANO PRO'N1OE AND INSTALL IRETgiNG lAG 37'8 PVC SLEVNG UNDER ANY PAVEMENT AS REOURED FOR SLS ` 37.2 \ \\\ \ \ W TRANSFORMER HOOK-LIP. a' 37.2 >i `5 \ \ \ 0 \ GENERAL CONTRACTOR TO COCONATE NLN TELEPHONE Y.s �1 UTILITY AND PRDVEE AND INSTALL TRONOING ANDY F J8.3 \ ?i PVC SLEE.NG FROM BUILDING TO PROPERTY UNE AS B•By` ,`p. 37.8 \ \ \ \ O REQUIRED FOR TELEPHONE INNES. .%v 13 1 P g15 ...- %q tEl \\ \ \ \ \\ tO INSTALL CLEAN WT ON SANITARY SEVER SERVCE CF VALSE BOX EVER 0501 1 \ \ \ Y \ RPE TPLACE O TCP II N THE PARKING LOT. ` CONCRETE b E +RANAGE SwALE x°„A\ \, o' +' \ ®CONNECT To EXISTING MB MDR FITTINGS r !Sidi a �T° �\ \ \1 BEN05 AS REWIRED. INSTALL CLEAN WT AND e\ \ EXTEND AS$IgWN. tO \ / \\\Y6 \ \ \ TATT O BREAK INTO ERISTING STRUCTURE,GROUT PIPE IN \ \ PUCE. REPAIR AVERT A5 REQUIRED. Z .�• ... \\ \ \ \ \ k \ \ \ \ I. 573 THE STAKES _ yk X°>a( 7A .,..\\ J \ 9.A\x \ ',\e\ \ ►. •) F— ; \ \\ \ \\iv /��/ =o'n J a) \\�G - \,l \ \ \\\ \ \ \ m>- z / kC x° WT ` \,-., \ 2. EXCAVATE A l'%l'TRENCIH / F �f\'n w7\m ` x-�` ` \ >>e \ \ UP30PE ALONG THE UNE OF o�-/=J < �l p" \ \}q STAKES. Q Q Y ; (' , 4 �1 /-/ -.0 t t ,\\\ • \ , // ,„ ...., 4" 7,,,,s ,7_,/,_ _ ...1 ..2___!..9..,-- ......\ .9 .. \ \ \ \\\ \ -58 — �4M9 \\V A \ \\\�\ \ \ \ �\}� } • ' 3. 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MKT POLE N 94026 In CONCRETE$DEWALK E .•I PRO111,72 145,,E 1.2 -0 FOYER POLE 1R3 TI i / ::..::: 6-4-93 Yf FRE NTDRARRT •• �•��... � I 0 U5 WEST COMMUNCA1IONs gl� Ql:ill 0411+°a° TAN TO.RIM MANIOC[ W TC TOP CURB ('-.;-)/. n 1 R BOUNDARY & TOPOGRAPHY SURVEY for1..2 x 919.9 TACO BELL "15 ELK RIVER, MINNESOTA 9.9 X WS %91).3 9372.98 x 93).3 %937'I x 93,.2 / O x 937.5 q�.9Ah 739 MENi93.5 V l-UN iic 10 %93,E 512,5 rt ��%:.3aK'N \ x 911°. 93110 x 93).9 \ 7/CX 93.. / / x 93).5 • / x937 X91).9 5.3] \ LC x935.1) \ 11 l " \ x 937.9 93 1••....., ' � 035 52 7/C .9379 \ %93.8 7 X93.. 10;7 x 93>.. J Z `T s t1 BENCHMARK '°'1-° �•� p� TOP NUT HYDRANT % 1110r (LEY, = 957.86 039 'a' LL X 937.7 °it %• °F ________\.1.8 j'9 17 • r° %93.9 X9ti N � v]. g 93.7 ® ' N \ X93.9 X 93..76 ] 8 •117.] '. x 9382 B , O 4. \ $ %q 91).. Y P 7/C r r Tx it ,�. _-- AIX 9. ...do DRNAGE AND UTILITY EASEMENT xa ` I T7C n _ 941 3 • i x 934 13 m93119 N89'29°21"1( 2 x91).9 37.7 %911.♦ 95..12 WC . X 94..3 x 911.0 x 919.2 \ 9.191 3C /7 „ WARNING ;i LOCATicN CI-UNOCRpROIJNO 301171(5 5710454 71(00094'WC APPRO21MATE 1I 1'ANO ARE BASED ON FIELD LOCATIONS OF VISIBLE STRUCTURES OR MARKINGS 'i �//////• AT THE TIME CF OUR SURVEY AND COMPILING INFORMATION FURNISNED BY '/)� / VARIOUS UTILITY COMPANIES AND COVERMENTAL AGENCIES.ALL CONTRACTORS:1 /1,.' / (9 i-1/ I1 ROST NOTIFY-GOPHER STATE CNE CALL'PRIOR TO ANY EXCAVATION WORK. //� `A !J' '9 K.'. 936 4. M1 EAR -P +a 4 9 91 90 EMT + C. X 936.7 N CIP P G q� Y O \ X ax [M2 41,___, us ear ,n Nr S 77 LEGAL DESCRIPnoN f2 Lot 3.Block 4.ELK PARK CENTER,SEOrtourn.County.Mnn..oto. \ YOol \\ \\ Q gar if \ xas>.. x9 S �, \ tO 916fg i Y EMT Z \ g t It tt P, \ y '6 '9, LEGEND i 5T-5 STORM SC 4CR Pi`� SS SANITARY SLAER X 90..1 ilhi x I MN RATER MAN ULE UNDERGR'J11N0 ELECTRIC .�9 • .-0. OVERHEAD MRCS(o) �"0 ! ELsf JUDICIAL LAND JI RKERS OuS xYs9e I EMT EDGE OF BITUMINOUS ` T/C 70P Di CONCRETE CURB 8 Q1 TlER rAr9 • a) SANITARY MANHOLE ® STORM MANHOLE \ G CATER BUNTS 4➢T5 df UT WATER VALVE BEARINGS ARE EN ASSUMED DATUM T1 FORE HYDRANT .p' 00' POAER PCIS =9x.19 x 9. ,+ I # 1.1Q11LE 31T PO ,, CD OETELEPHONE BO% 0 Na TES IRON NJtM1NCN7 TO BE SET ase la • DENOTES,AM EDUNO /'A ., x9 ` z ,,o, ` vlrt f/j a f x9 p e n9M.f 955 TOTAL AREA: 53,801 S.E.OR 1.20 ACRES a • MIDWEST MOS i,58 9..0Land Surveyors k Civil Engineers, Inc. 50' a wI.u'iel;-N`.9v.,fa:n2-29.-ao. f..1 1495 .toe No. 103-50 Boor,- 99.R. _ 9x- ' 78 [Ar9. s 942 TACO �_ B PL.L NORTHWEST OF THE INTERSECTION OF .,4 51 US HIGHWAY NO. 169 AND SCHOOL BLVD., SITE: 01-1673 ELK RIVER, MINNESOTA. • I hereby certify that this survey, plan or repot t was As _j prepared by me or under my direct supervision and that I am (i L -- _ a duly registered Land Surveyor under the laws of the State Ttl':':ET? of Minnesota. SCALL ORA.N Mn: SNui r - 20' KAP 1 ------------- -- a DAIS: CHE..ED Br: Reg. No. __10947___Date 9-7-94 RHH 1 roll If .Post tt7 ISMS 1/2' OW SOAR .. Pli MAXI oll= I 44 t•I MINH SWAM 31(. PiVM I/v, �,R�c p 7 PN 4 .?. a ��� Hla yC. \`l m w.oo1c10i a' %�°o ►mow . r[vi • flta NO tMOAu � r SPX U1M GUARDPOST lc i o ren.rat om •P l CIAO PAWNOR 0.leQM lir w 1901 Co IT r R RPM A IMPORT rat OR Moa a 11Sltm r not tl1ADc , _r r P.C .cos*so= • • .2111 1You 10006. 1a0 r R 0 r.01 s W» 4-1/r W.lalaCTaMo RAL w 'i :4I..A 700 MINOR SIVA1aS 4-2./4"x lata SONO M__10 1e PORT d7. MK Al MOM MIKA° Stio. /o .i 1/r-t-r • • leu 110mo iii i CONC. CURB & MUTTER O' ■ o.aa.auL 11.111 L to a. I. • . MOM ,rVti .,. ..b Y lt " .- • MIL tr ALL 00:10UITS MOM _.. ( V-4 1-5- - I I I at LOUR PINT MO moor r mow .1:.. :.. I., POUNDAttOI 1P100 110.Orli -t_ •. PANTED TRAFFIC ARROWS •• :1. •• _ -NwMwrt. t/r 14dOlI00 NIM - • 70 "Y P00 I . ttrr 0c. ICS• ••... I11.COMDODtO �• : . : ��w PMr1 IMAM �" f Re11AK KA • � t� %• \�� SVC LW . CIMIC1101YL MN MU ND10 OOAR M1ti el rx 1L4 X MAA VII c0W NOM na .ws .o.cru 11'117 .0 NALL • SIDEWALK Amalfi BASE FOUATMDN © 1E1 r SWAM lac Loa •-- ter PIM.COMou1 MOM W1 Si Pae 0 OUIMNTIM w Sol 110V t. I ■ r MOAT PON COI- !OO10R..OiMONI 1Aa • I • •I f/UsalfOs A Mrt COMM A r0 --- •/00114. IMO • 3/4.PA 11018011 COS O'10 MIDI Fill � LOOS. -1/2.1/1'Oil MCN. { .. �1_q_„_ - i i 1 _ Itrii !0.A. a - • 1.... I I Met WOK OMR lIMMM0 O.th. I 1 _ - tr or. P.V.O.OON tttr Malt MN r cog= ttlQ RIM.LL OS I__ NOM A 411 J- a4.bRt 1•01 aRI.A Ml COMM 10 II A R C1a 1t Call OS I I 1mar SISOM00LOOPLOOU.fl10e1 O.M r NW=SUMO r COMIC alt. r Att01t „" POW U w.ort 17 SPEAKER PEDESTAL FDN. CMCIK1K CLAIM CUM DET. D/T S'IFO. r � 1111. 14•Nal WRNS.r Re MAPCO POMO •.V.o.toNOR .. Lilt d a.: r- __� CUT r:r U.ww a =Mat LOM. 11 :!!: I/11 i= _ I :r P.VQ a.a IMO [H _ 4 I !l,: Caro.O .Wr P. A/� r-C=1 •:: /C N10 COM POO ea ._� I =i• moo 1!r A rx r III .._n r .• •.Y RC. 1 J • - .04. Ontillt Y d Inil 'T 7 - WAWA MOTM 1 r COMM g iii211H � '' r°I' 1I.., `� MI IOA101N110 11•i Moa Cow • • rat © 1 J Uaime ur r1IA1 e 5 PURI Meal OlummAY SIIAQ . 1Y1l�JB �"� COMIT POI POae~t0 - AiJQtPM&MO Ibfi 7 RPMl.>11117M1 KO W spit! W A ill ST 10.Orli Wilt /req• 2' / STANDARD CMS NOUNS 1* aim r.. a wean LooP 14 us wx r Waal star lDca(cm Mit) ,v x r-r Can na r x r x t/s s>�TtwE se SNS Dams DO VOLT S Dalama'r rat— yrXrx,/rOPrRAN I°��'�°E x oaow • MN=1tr IRO MOM -mama rw�sr r M.-r taw. JOHNSON x,/4'LLTAL Mall Cs r ARMS.wE im `�-=Y1°'r°�0�" & RUGGIERI •.as u Ma PM r+a•ta Mani t+ro•�T r•I.o Lx as a Ma r- — — tow �m rx4'x,/ss.e NMI a g u as RWI 4 1/ As.AC 1 ]i �- �.. 1 , a wrTv al _r,, ii ■ rii `_r r.1•al mix Gap ' Ira rix,;(- l4l �/% '��j fro ow x, / z,-+n x Of Svc — Wil"2:. CYCLE IA W.'x I 70 141111 j am Stu AMU Ota.OIK malt L- _ _ II/1 r�hart*.A.. .wf QC. J� �% , ac MX %� , taDm Ian�lust•if oSa x r Wag' • rootMasa..bel it . Palle .x rx warn rat q/I/ii L r x r x,r;Jut COtlN.l t.i• ASSISm it.no�100/Da= •614// k "/ma.ouo mai ,y,r ,/rx 1 tnx;nr arm. • S--N MS CaS.srou.MOM 11/ 1/2 L MACK =IAN Ml Nal/OOH• PLAN VIEW JAMB DETAIL �w A ma MOM ALL �PAL. CD il Pa� WIMP NWT MCC 10 •• • i' Shit a"QC. g'�ay -•MON AIM MP OM vac Swo .Lo•r ran Nat i �x i, skiy+.' s'•. x,r auk t 4 _ nater sxi000•// •x ' Mt,%sr w�. I �� �• y ,``s. • . : •srtwx s IMAMS 70 i r x rr x t,'c inc. pi 1 Q ,,,,, x r 1!K►.60.LI MO ROOM rt..aPOI AOM ams To am 111151. _ 14I el If-faa X ILA IOi1,, d'IIIIIII ik \ • 1 As ------- ` 1 W.a r A•6 s�£ r MP ii'-CRs We V/ e i i•i �ul�u� °1--..-•,:. L �.. �� rv.CwrMx.� !Il� ry---- - --- ----aix : i Z .•a:! }� 8888 Nal yr � ,MINN [Dy ` :K 't .: .S .;L 'e . ^• 'III' k t�If f TNK.P.C.C.FAD y 110-.X$• VP Sorra •.p\ ` ��I.Q.i.�/ O loll. wawa r ADL wE•1r sox .r%-4 ty FIAL ADAM MOM OF WO ELEVATION SECTION A MD cat SECTION B 1 'AL GATE BLOCK TRASH B4CLO8L E _ Q W4 sail Sol[PM Q ►\11A4� ,/r am LEMMA run o � O. tV4•Marr Moo MI Mk O tAL1. . (n I Z WIRY.aJ MUM __J z ,+. DO Cd•tMOi01t sunNTa — Q ,r pap W MIS .,n Pt.prs� W I— t ,r CIL pm rw.aauo0 100.10 m W ■ i i NOUS(100 w,tlantoq S MAX. SLOPE---- G LOPE 3 W ' ti� r srexi WIC mit PCS f (1vw+wo cwt ley Q Y F— !J Ow 1/4••r .LIMNS Purr 1-11,1 $U) MK • y 0 100.25 100.25 �� 99.75 99.75 `�' 4 a MAL UM Sar 100.00 \ 100.00 7 r two 110.E 031-4307-IS(memo 100.00 / 100.00 I r POLE fla-em)-aa• 10)MS+MC LOAD M6• IISS 4-;/s):Sfla MICR I San yi 7/*Mk SOLT AtA Plastow Cup 311 4-florae Malt � ' San y N 1, 'AM Satz .a Aui 01 T.O.C. i Pto=Nlw(,N.tSN,+Ao9 B.O.C. r-c mai MO RIM roll i ramPIL=um -/•MIS Al//S>Q• I T I ( ,r -LOOMAta17S.V[ 4• *CC PAINTED STRIPES I HANDICAP Toccoa mai Al. AND HANDICAP SYMBOL-MHITE. ` TCr O►Namurr .1_ .. - •3/s Miff twu COON NOTE: QEVATTONS ARE ASSUMED, FCR R£F021710E K 11-f/-r. � Ot1 L� I • N OO TO MULDOO QNLY. REFER TO GRADIiG PLAN (A1131 FO(`ACTUAL CHECKED err NI I • me, M i • `4 I 1.Pailaaca wall A A FRANE ___ Taint Dom 1007 mat OF MOP 11•41100 I•14 MO Y MINNLE SOL=Or'"""' =OWN me MUM MI APO= 94028 MIL 1dilrY°MI=OF 1W VON IPS WOW Mov(.•s.a<o.: �� 6-4-93 ' `� r IN LM PSA a6 OF II. 1111.11 wua IOU—ars-,w ', I T STANDARD DETAILI HANAifl fl PAuP Ir) " I A I • A S C II P LAE Of ROCi DEMO 0 7 1 41 • • 12 RRIMIHIR, TAInm1�s O AttwuA a w1 ^ Agra Rwiw Ri 6i,Aue66�R•Aaw•. wa w. — A a; A�wwit AAATIA a, liP �asfM ,A, 2 A1Aa,6Aiaf�a,A6eA,a.a.a, E W I — i. m ;i:► i•IAA MAJIMITOTAMA a,a,aa•�ssa•wia' i'i i ,wa, ;rrew w66u6w,wiii. \\ I rr, O' ` fa — Tr N t 1 0 ❑ 1\ 1107E REAR DOOR R ELECTRICAL BOX ID RECM E EXTERIOR FINISH CAS 11ElFR No.1. F1R91ED ROOR I SEEse>TPI I 1 _______7r nI ELECTRICAL SEF.>CE lOADNC NAEP REAR ELEVATION SCALE; 1/,•-1•-D- SURFACE FINISH 51UCW OR OPIIENAL ORYTT 1 PROEC1ED SURROUNDS,PROJECTED BRAID :) - fA9OA R fA5OA NA94 2 Y/N RAR/PET ilI9roN1 CO) M wasima EXPfRD UTILITY PIPES MO CWOATT 1 - NETAL DOORS AND FRAMES 1 THE OF W F BEYOND 1 FT NETAL FASCIA 1161 E 12[TYP.,al . 9E GAS EERR ARO EIECTRK'AL SOME �13 •a' - i I I w - FINISHES: I I__ Z • O WU/Am TOPE 110ORCr1m OOOeG1 tARX ND.1DS-IO72(GD-IB) OROWAN ACE YOWGIW EAPANSO1.Illi WORN WET NO lO}Iim(®-16) STUCCO NOTES: L COIR JCHIS ELL NOT BE ACCEPA1E.E DOER ANY URCIA*STANCES O E. NEM AS SPEOFED 51!1.2.NOT 014 AP AT OMAUL ANTS 1 1.491 O'F.RIAPS 91AU.NOr con=um PLDToc0 ANDS A 1491 EN DRD E%aI 10 3 X Y 141 EE REJEC1O1 1 115E Of CASA:RIMS ODER TSAR G11YARffD ELL NOT BE ACCEPTED C SCARFICAI10N AS SPECIE/SHALL ALDAYS BE II DE HWZONIAL CEECIRRR F1N9RD FLOOR I 7. M.ORLLURI YRHL EAS BE DETAILED PRIOR TO APPUCA1MI 0<STUCCO ! ORM ENIRANCFS SHALL BE EENTIED RN O/IDB IIANCR EEA (�Al2 SANClE11O00 BOGS A 4(71 CR STICKER OR TEE SIMEAFO ACCESSHUMY 1000. EXTERIOR FINISH SCHEDULE l Y (\��}/� NATIONAL ACCOUNT L CAVA ILL WAIL ALD ROOF POE:IRATONS. EXTERIOR V U Fa118Ei L APTLY PCOAT CF WATFR'RDNAL ST C TO ALL HORRONIUCCO 4A PACES .ORYNT E OR 01Y. CONTACT; 13KELEISUEEt ITS-911-10.57 1 SEE SPEOFTCA1pS FOR NAFNG AND RELEAMEITS ETA EJTFARCR GRACE G.C.SCOPE: SIPPLY MD INSTALL NA AFPR0IED IS) 0.1YIOOD. ORYTT 6RSTNLFAL A SIQd7R0*7*RENALS ALUMNA MIAAR TSTA WAIL JY WACHS 10 2-4310-4937 S [AJAX All.MCD.ON ANO DOOR FRAMES AT HEASU.MD„Duo plum 1 - /NO MIERCR). — I. STUCCO FFR91 TO BE•IIOFT LACE"AS SPE6ED BY THE S111203 EIMEiAc- Ana tams A590OATf011 ALIERIAIE:YEDAAI DASH',14A06E APPIED. SEE SHEET 417 FOR AIRING AND/CA-• 44Aeltill 1""A 7. AR40(13 CAENSCHS APE OWN FOR GENERAL CENTRACTRY REFERENCE FRAME Sum DETAES A IM r- TT I. DUE.!RWM CONOREIE ROOF 1EE TO BE TERRA COTTA FLASHED 1,1 OM -- PR114;F0LOYMC NAIDFACTU ERs 2.(d TRW .A,wli..01 I -A.w. IIF TEE *MILE PREFAB ARANO " RIH10 CA U1121104.COLCRAOO \ TEL(714022-4407111.1-600 4.O 11.53 �I RONOA 7/Y 5710(0 a 2X8- TE1.(67)676-9425 HONER TEE 5RO5 AAO 3/Y 1X1. 1 -- RAIY.TX0001.4.TA MD.COX PLIMO,OT1E TEL(71.1)371-261 TEL(714037-3168 14 SELF PLANK R(E1K CASA ORANOE.AR130NA ATLANTIC REAR LAN 1 2 LAYERS MACE Dl(DD3)D76-600 D PAPER • s¢SHEET A-7 FDR- C� 91.(30100-0022 ESHER sPEnuE l 1000 TURN a FASY7A To RE t 5OFC1'(l E�01942)5d DPAR90N JO ITS ` MIMED ROM \\j = GENERAL NOTES 6 f/ 7' F DOVOLIS N MD ROUP,-N CMG fat EACH SKR JOHNSON L 9E FUR149ED DIRECTLY TO DE & RUGGIERI ',TRACTOR AND ARE 12 RE KtiTNlm OR 10 NSTALLAIRN Cf STUCCO. aai GRALERI CONTRACTOR vRotcr STUCCOe IP e'IRON FAQ Of T+RETM TINIER(rm.) , L'8LE RONAN CCNC E1E • I, r Cr TRE • b. ♦ =y 12 MM'�RRMI b / L 411,A, --�T- 11 A,.. .A1611 • /� E c,P J .-q 1- --3, 4 O ., „21 CNA frank/In A.. I ,bA611 1 Ai Ate, /��.l:a L°�LyL`�L'y ,{=•.m .; _ _ 1. y:n.andh NH 0544 ETAS AWING - A'•'•4•••iti�tl,Wi••�, ._..C . ' .' •Z r 4 ' P.(15,2)en-4009 ISS PIA gAC11AY N ------ (-r- © n NNW fRANE(TIP.) .- al —I121 11+ I Y n h �. R.I. • Ip-T- 0 T o . /, h 0 0al C \p, R fY ' © Al a .. e 1 :: x b b 0— O h Y+ ._ R..11-0. .-b 015 pa iM91ED ilOCR i 1 1 DORANCES 90EL BE COWED 4119 /'-.• I S'-D' A 99 DR SRCJ(ER OF TNG STMOMO ' t ACCE59BxfTY LOCO FRONT ELEVATION v4•-1.-o• 6: g pp k €gd t TCP Cr ARCH G 2O P0.49 2UltRS 00 L€r 9506 WRIh(nv)ADPAARRot3 LATH KF i' 3 CA ICY a l .I imrI AMr1 2 Q 1 1 'A 1 I....S to00001.11 _a M z 1 tL ! I ,.TATA'. -rIAQ01:31E1,1 d n® f_ Q -_ _ PIFTM 4 C < f— b W@ h '-� -- 0 • -, O w W Q Z J 0 Z LLI V. b 1 J LD 10 r 0 0 W CL r R-I4,-0'1 E.'. L j m — /944. I c7wM9OR doNr _ L 0o W,i.•SAfLT!CUSS TOR DOOR _ Yd - A._4. - Tro'P9.20440 '. Q C1 Y 3 X S1ucm RL lS F1 -=W SW EFT SIDE ELEVATION sr 1,.• —0• ..00. <-) t ,2 0 A ! i .u TTP. 12 a. A,A, 1 'AAI,�EI , , �A,A,86. .—, Q i ws . ' liilii'i. �l O DATE: 10-25-94 DRAWN BY: 2* C/1ECKED BY: JW etRDw T S 4,,,. REVERSE M70H FRAME n b EJAAN9O1 Jaw(TTP.) h e a AM/LA I '= t. 94026 Iv r. m o,oE Olt 9.It E I 6-4-93 S-a R p d SEE,NAHJ A 7 GHT SIDE ELEVATION Sc.NF• tie- ! • • O / �'� © aGE AN. 44 SOD Io ' SOD - •#d 0D0 G• � 1\ t,ii I \ -... 011111W4-7".------ o'6. M7aHRE . ��1 � 44 000.04.,71._:_._ T', _ SOD — — • �VT 0._0 1,96'4 5.f 040\ 0. �) -- POLY-EDGER�/ rr •�• • 1Z • -0 C- • SOD W #0, - VOI�� *_00 ri►+ 660 TREES BY VI 1 \BOULEVARD Y/// 3'ROCK MULCH ."+1PROPOSOD *4 11. 40 0 EEVEIOPER \ \ OVER FILTER MAT \ V tv SOD \ 73 ii ‘tt \ \ , *OA 41, '�\ \ `, 3"ROCK MULCH At. \, OP \\ 00 `,,,. . OVER FILTER MAT �>* "Ik t.. t TYP. Rei \ Lm. 10 23 ‘ v \ �'siii � \1 7, \ \ \C • \ /(1' r \ I d Ilk \ilk 4.10' q.,, % . :to \ \ i .. \\ , .11111V. C. \ 16) \ \ \ i�Ai Tr� \ ��3: �,� g , ` ..;-DRAIRAS S 4PLI7Y EAS Jy�r . itt PROPOSED ��� ' 1.0� BOULEVARD TREES Br • •:929'21"E 235 DEVELOPER a i t E (-- • r-.•• .r-1 0' 20• 40' 80' 6 LANDSCAPEPLAN SCALE IN FEET NORTH DOVOLIS LANDSCAPE SCHEDULE & RUGGIEORI KEY CITY DOTANCAL NAME COTtCN NAME SIZE REMARKS TRE5 ^ MA 6 Fraxiru.penrylvenlu Yler.M11'a• MARSHALL'5 A514 2 V!'D4D �' " I Ell 5 Ace-Pan lalolde. EM EMERALD GREEN MAPLE 2 V!'/5.15 lirftbkefe l/ AMM 1 Acer Gema la AMLR MAPLE(CLUMP) 6'HT.545 R .'+d'fr 58 6 Picea Glauca Den.ata CLACK HILLS SPR.CE 6'141.1545 ErtlibRair V-IR155 14 Coea-X.6.2-X.6.2Tied T%Yl9' RED TOG DOGWOOD 3'NT, . ..,Sa CONT. .• .. ' ..P.,,,+r•+�'.. • rnua 5 Euorynu.Atilt.•Conyxcta• DWARF WINGED EUONm18 24'14T.CONT. S&'yge• WC A:.4 Se- J 21 4 nlpv..ablna'ScandW la' 6CANDIA JIPER 24'DIA,CONT. WM 1A 1121 21 Ea Eut.t uK S54,04AU 21 Sptraeld a X bumaa'Anthon e- H Wate-' ANTHONY WATERER SPIREA 18• T,CONT, AC II Ribe•alpIr n ALPINE CURRENT 18.14T,CONT. :W(* (*' on.(at 2)an-coos DIC 14 Syringe Pa Ilbinlana DWARF KOREAN LILAC 18'IAT,CCNI. G N 1. Imil C)1 1)s.it t`-P3 M 8 4 \I 1�3�K ei ei s . 8 ii \P- :riki: Nn 1111! VP a, !SkE5 a m \ \ m1 �� MO eOlf WM dila., MUM RAO MO WA. \ \ - I 1 xd, ,x,ac.x era 1 wiowv,,.o, _J an L,_l 1111 w,�xo n.o1 , J N.o EL \ �PIM Yeral ip \,o c 3 Le x: -� I 1-341 _.. rare ? -.1'-i' 0 }fi dd _I _ ■ F p C7 \, `F WIT i'• �_ I—II I`-11 S lY_ \,,e.,,, \� �i :.t d'uw�vfts �1 Ia � �I I Li O i i Z r 11-11 — ll�'I W Y \� soo1. a 1=io1�--11=i1 =1r �� < <L J,,,--)__,II�ILII�II��ILII �l—SW o _l \ \ ` .,7 1 \ A \ \ ` REE PLANTING DETAIL I' SHRUB PLANTING DETAL _+,,, —, \ re SCAB 41eua: w 41CAta .1 0\ \ \S IA ; 8 — _ PLANTING NOTE : r\ LANDSCAPE CONTRACTOR SHALL VI IT 817E PRIOR TO LANDSCAPE CONTRACTOR TO WATER AND MAINTAIN ALL _ 8lml'MITTI1Ya DID TO DR ECOME CIPLE ELY FAMILIAR PLANT MATERIALS AND SOD 1.1411L INITIAL ACCE.EPTANC WITH 617E CONDITIONS. i, PLANTS 8HALL DE STAKED DY L ARCHITECT CF REPAIR AT NO COST TO CUNER ALL DAMAGE TO PROPERTY A RECORD AD 64C11N ON PLAN CR APPOINTED REPREtENTATTVE. REBULTI1Ya FRCt'1 LANDBCAF'E WOW. A _ IF THERE 18 A DISCREPANCY DETLLEEN THE WISER GF LAl'ID6CAFE CONTRACTOR TO HAVE ALL UNDEFC•R U'ID UTILITIES LOCATED PRIOR TO D1GCaiN, PLANi8 8N011N ON THE PLAN AND THE NUIDER 81-1OU.N CN ... THE PLANT LIST,TINE QUANTITY 6410UN CNI 114E FLAN SWEEP AND WASH ALL PAVED SURFACES AND RE7'oVE ALL DATE: 11-14-94 84-I4LL GOVERN. 0644.1 BY: Nu DEDR16 REDUCING FROM LANDSCAPE OPERATIONS. CNECKFD BY: 3? ALL 14O4-SLICED WIRES AR=AB ARGtND DIIILDING IC DE DED 1.A1'C78GAPE GOMRAGTORB TO COORDINATE INbiALLATICN a4"`'"'I M1lLHED UATU 4'DEPTHDR'YAN RED ROCK OVER WEED CARRIER WITH GENERAL CONTRACTOR REVERSE POLY-EDGER TO DE VALLEY VIEW CLACK DIAMOND OR APPROvM7,(�H E�ECL/AL. AND GUYING OF TREED OPTIQ�IAL, LANDSCAPE INSTALL 4-6'DEPTH 11ODCHIP MACH4. J-&)ROOT CONTRACTOR SHALL MAINTAIN PLt1 NE88 OF TREES FOR SAUCER CF ALL TREES ISOLATED PROM PLANT DESS. DURATION CF WARRANTY F'ERICD. ,ca uot4 v PLANTII4A SOIL SHALL CON8I8t OF 60%SELECT LOAMY 618TALL 600 TO/SACK CF QIm ON PUDLIC FRG4416 OF WAY 94026 TOPSOIL,28%PEAT P088,256,BAND. AND TO PROPERTY LINED ON THE NORTH,SOUTH I EAST. 1 7/) V441U1,41 i3>.0 GA�T ALL MATERIAL SHALL COI-PLY 1/.11114THE LATEST EDI'TCT4 WC PARKING 810118 TO DE INSTALLED AFTFR FOUmATION 6-4-93 CR THE AMERICAN!STANDARD FOR NURSERY OTCCIS PLANTING CTAS SEEN INSTALLED. AMERICAN ADSOC,IATICN CP NURSERYT'@& ALL TREE TRJVCD SHALL DE WRAPPED WITH DROW<CREPE TREE U.RAP. APPLY WRAP N NOvERMDER 4W REMOVE N I APRIL G h yd2 y • DOOR SCHEDULE ONO. DOOR 97E DOOR TYPE MATERIAL BUTTS LOCKS CLOSERS 1001- 'DARES- DOOR DETAIL REMARKS DOOR FRAME PLATE 1131.0 STOP 4 14110WARE S PALEAS ABCDEF 1 2 7 4 1 2 3 4 5 6 1 2 3 1 2 1 2 1 2 I 7 MX rrnEs: K Aga L=Mal LILL U06 19 CM=I r11 Eppu LYi DX%MUD II AI Yelp 1VA1K A16W11DMKGG ILL D101011006DEIV4® 11.WO Iia 1 �i 1111 06114100 WU MMAENT iOQ D E CO APE. 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O4-12•x F-r x 1 5/C ... • • • • • • • • • • .::#-.i.p.,.-;!..,..t,'.',i-u :..!?-•.'11 • s•-6•x r-S•x 1 3/C • • • • BY 4961144%DIDM 91 OR.14/All 7 r-o"xr-r113/C • • • • • • • • • l•-o•0 r-r A 13/4• • • • • • • • 3,0 I r-r 2 1 3/4' • • • • • _ • • • 10 rd A r-r 0 13/C • • • • ' • N • MIN STANDARD PoSN-PtLL 14A109/RE 91 7-0•x 1-r x 1 3/4' • I • • • • • MIH STANDARD W44-PI.LL IIARDNM[ DOOR TYPES WINDOW TYPES 1/C SAFETY GLASS 904 F NEORNED ® o o PRIVACY /\ LA70/ \ i•-o• 2.-0• 4-D• 0 0 PUL \� 6 d 4473.00E 0>Si .TGC Imola , 0.0 } x=�UlE+. 11TAi OUNOERcoT RO DOSPERO / O_. IIIA/// \./ 1,E01 9175 I/4•sAPETr 0. I r- RA. I r-r R0. 4•-4 to b Il-V t. WE 0 O 0 0 II D Soul)CORE II. I 1 3 00341 1. 001041E $PA7S5 ON 1070211 0 4900 ONLY , 0 0 0 0 L 0 0 0 -=- il�� 4 EQUALLL SPACES E b Q O _ IF-r RG I I3-(RG I _r- 0 0 6� GLASS SCHEDULE 3.-0' - NATIONAL ACCOUNT O1 I•IN91LAim GUM y) ( 17� STOREFRONT 1..I KL10'lA1E 0 1.19AAlm IELPDtED \` V-. \1 •VISTA WALL ON OWING GLASS SDE 02.7 CONTACT: ,IM BERRCNG 800-869-4587 O O 0 1/4•SAIETY 0/.55 GC.SCOPE SUPPLY CLASS AND INSTALLCOMPLETE PACKAGE ALL COORDINATION BY C.C. ROOM FINISH SCHEDULE NO011 - NO. ROp4 T11)1 FLOORS BASES WALLS CLOS FST. DOORS FRAISES TRIMS CONTACT: REMARKS IOD 01060 VEA I 7 40 Il 1A 19 19 6{ 20 23 404 03510/83/AREA 1 7 10 12 11 17 19 r-4. 20 23 102 SFRNC ATEA 2 5 n I2 U17 19 rte, 214 244 26 _ 103 01AREA 2 ,3 TI 12 13 4A 17 _ . 004 101 6610(AREA 3 . _ 6'-r 214 244 3' 5 43 17 r-C 21 106 COOLER 2 5 106 PANTRY AREA Mani IS A PAO4AGE WT 2 5 13 17 r-r 214 244 107 6045 MEET I 7 II 16 rd t24.4\z4A1 _ 109 4S 4043;1 I .7 II 16 r-6, 214 244 CA 1061 0711 2 3 - ,] 17 r-r 24A 27 26 110 01011E 2 3 13 17 r-c 214 244 27 26 In OxFiDOR I 6 7 10 12 14 l6 FA" 21A ALA ROOM FINISH SCHEDULE NOTES I FLOORS WADS DOORS: 11211A&91E1.HNG LE-1 SFE 3410001 009094 94,IO-1 13.0111.618044161 PANNITD, 91 61-.2 7D Al U01A1 V. 9E1MNG PARCID 271-2 03ARZt 721 it 11-3 CERAMIC 1x0 21.14-3 SEE 4109614 0E901 SIT.0-2. 26 PU57C LAAANAIE 12.SEE 14120:R 0[904 SIT.0-2 244.60O/LETAL-PAINTED BASES 13 RBER07S3 0401040RCED PANEL 14 K-I 5EE um/KR 0609 917.D-2 601FRAMES 10-2 44601 TLE-CO•E 61x01 I4&XTAAAEIS 9/91.612004 1.4.11/10.914 35 417464/411 NOTES: CER1IG5 24.81.-3 9F 611041'4 0E901 SMT.0-2. I. ALL PAINTED WALLS 1D BE 41041 KNOCK-00x4 TUTORED. 1.10-1 SR 141(99 KS01$NT.1)-2 24AW000/u8.74L-PANTED 0. 15PDDlt (aim 722(11111 P4CE0) �- 1 /1{'[/1�/ >4 G1PS1A1 BOARD PASTIER � 10. 9r/4101Fn A(T1,SICAI 111E J DO VO LIS NOTES: JOHNSON I.MAOISOMs SHORN ARE MAMA/ 4.PROVIDE 7/4•Aql PLTW000 OVER & RUGGIERI TO THE FACE OF CT'.BOARD mos PROt TO•STALLATIOI DF BUILDING AREA i ' AND/CR tux OF PLYWOOD WOTP.ALT 5N 64 SI MO ENTIRE FACE OF BJLOo1c AREA 12000 Y Y 9EATFINC. WAIL AT C1E O TRIPLE COU- P2.ALL NTEACR WALLS MICA WASE ARTWNT S W(LOCATgIS. MESSED OR SURFACE R 5.PRPLUE 5/r TAPE X•CAEowe*I owe* EOIJPWLNT TO BE PROLUED WIN AT WET LA CAGB PROPER EILLOONO 01 RLIMPI0NG 1 ALL NIFILOi CTPSM BWlm TO BE 5/3'TYPE X. r.--.tib...„, N•-r 1'-C Ir-If 1121 Gal FraLIIn A.a. Rlm•opdI..14/1.55404 PA(112)571-L0OS S.-.. tr-r lr-C CO2 FILL BOX. VERIFY t-r t-0• LOCATION W1T11 CM OFFS i 1 ELEC SEANCE IRRIGATION 1141ER, VERIFY ._ LOCARON PATH IRRICAIIAN _ Ati 1.-.. PIAN 2 Ail nROQ)fD WAIT: Y PROVIDE 21111(V+o FLAT) -:- ® ft-7 MtRFC TNLS Sa ONLY Ou TO RECESS Qfl PANLI$1 1 � _ �r to �+ W lig pa 1 I –� oa°TEE �_� F=� • f"" ` PAY iOl 1s .< i I i El 4 (0 4 it g < MC) 110 I 2 '°` g An I WORK AREA I I All 15' c 11C..—-A 7 '�-1 Y 7-r f-It• L'-n' k F�s METAL 1C FAUCET I r_r I r-r "I-J-s• ,r-r' Ip gA 6 1RAN5<09.4R-SEE OCT FI/P2 1 COOLEBiPB I 1 /� �•I X11''-1- if k'F4v y (T91UL BOTH UV.) 'ri S' ISjIp^ B —� a —..-1. L rr IJill 4 O O O LOW WALL W/ A a in 7_r ^ I \`d SHELF FEll oroPPFA 7d 6 R 3 L-) SEE DET.0/1172li I YEN I ' I% -rte 1J • I1,...i. ,4 `V 4__ --\ U4 6 Hoa 10J h 1/AY - 1 1 CC TO N15TA12.FRE PR06ED All 4 o I/.'4ri jC DLJIOC1 moan BONG N 11E g10EN O • L \\�( 2 t RJTOIO I SOE OF;TE WALL AND NSfµL 20 GA Q 2 /\I `h"t All I I RETA1 SILOS A Ir 0.C. -^ b .4,•_, .7 \ *1 3 I 4.L rd• b LLTJ O f __ h• IF 1 J 1 L 1 J 1 U L�\\ � // t ei 1 I / !i -- /� I" PROVIDE 9-ELF AT 1 \x/ D•J 2 102 ` I SEAMS I WALL A130T£--'�)I b O" • < V/ 5'-0•A.F.F. • h I- / \ I All �' 1 i b 1v MEV 521. 0 L •. ,II, y "1 ly�"'-T WALL BELOW CCUITER b § w \_ A'! U In 1 111 0 ''/ 7` _ I 10 Ti _ 947#M2 FOR) l nI to 1 —1 Z Q - /' l'-."-L S-4'0. cOu+TEA DETMLS trd rr- r,`• is-1., �J LD cost'T R I 1 >-- in I 1W T01ER I m �yj ', '.� O 4'-Y 5' '77 K-Y 3• 1 r P1C CHASE 1 ‘1. Q¢ /'� TE ALL bl 1NRU WALL. I y, c F LJ IYd ®MALLS Or RESIROORS All 1111 ' W U=Y Z O S COS TO BE r-j@ A.F.F. Q d =L1J O V SUPPLED w/ PANIC HARDWARE 1101E11 I •SO6 A los -4-�.. ® NO4 2 7d n 1 2 2 4 ( DG I. _ ! 3 SF-IV n e — It-•• IC-4. It-1• —— - �Arry� !/�1 V /� t r-r r-f to 7 rd RA 7 rd RA 11'-r r y 5e I tr.t'.3/r . y� b O u oxTnN(ITr.2) j O R 1 - b 1 I ® I • 1 70 I / I P"' O DATE: 10-25-811 N.14 0 I *.] O CHECKED or DRAWN Ern JR REVERSE FRAME Yd I a I.._-r REFER TO STE RJN A)L NAWA iFLAGOER�• 94026 n'-r 1t-r -/ n'1 HID WTI ti LAE '°'d 6-4-93 HEFT MA•ul F� A3 Fl foR PI AN S!'NF. 11.• - 1' n. 1 ..:-...:....'.e...';'-‘7,-..-.:::::: '... -','t4-A......., .,.'•..: .... '...., .: ...- .' .. . , , '.'. ..., . , t.:lisi:'?";,vst..! ' ... . •. 0 SECONDARY SIGNS The secondary signs shown below help direct traffic,and through the use of the Taco Bell symbol, color and styling, reinforce the Taco Bell identity.These signs, like the primary signs, are double faced and internally illuminated. / 361/4" 1 / a.c....4.0:,., 440,10**44t-, .1.,4,,,:.--,, tiostiet,„...g517. ...u..A,440:,-u 47%." 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(.....0t+ .X.'",tvelfe...,1•,;' ,17;:e.0' ..,71,41,4. C're".. -A410•441:t*.4:'' 41'VA...en.,•!..1„„A,11,. .\ :1,,,,,,,?le.•,1-.e.ror,t, ,•-' ...;••'1:141,44.1irry,t..4,fe i'4V•:orris'. • .1- • n'I YatP4104V4•,•WeA,IFk,.„ ,V A'•..-..•4.§,il• ' ''le Ihr•. '1.4,47ef..". '.4, .:....,...,. 411 .., Ir.tit, , 4eIEN,.. • ,,,, • . • . .,% . m'i \i•-,',*" .'X 00' ..i'Z'C'k &I. - x : tZit'f14 F14. .S.i'vlritiAllkintAit: - ' Of .4.4 q„; ,-Y4. • ,,,;.. ->:rsty.eiiitenhit•-,47,:.,:Y., te, -.4c;s4.-,.,.0.4.* '.°*"Ni.;•:$44.1i-,- ,),, ••,,...„',.• ,......A.4.cr,,:„..t.44...r.z...;...v.:4,'.....,-,14,?...?;',..1 e;;;;',,,,,..r. ,,,,....i,;.•''f',':i41-4-..,,,,,L dr..1.‘,.,44f.E. ',Iv. t-4.1Zr'bP'4-Alt,f*?At"411,t41,41i..ASigt1.0.S'Ffil, Tr7i.T,•,;„?...1.':.-0:',1,,,,,..;:-.g...,.',..1%40:•i,%,,i'...'...,!:,...: 4/9 4 • 1 1 .1 V u u!A IN.LJ /.�. _ • 64" x 59" Drive Thru Menuboard Polycorbonote,single foce,internally illuminated sign cobinet. J 59" i__ Constructed of 14" gouge steel frame with Kydex bock and supported by one 3" x 3" square steel column with on aluminum base cover at the connection between the sign and the supporting column. Sign is constructed to meet 30 PSF .--:.2.14-z-....,- • ':___- ::a'_a ;;7.},;,A•ts:'!'y'.. ;, ;. ..+v ,...____/_. wind loud. Single door inset into Kydex face with lock and key it for easy entry. Electrical meets standards of Notional Electric ---",...:1:..z......•• `•.r ' 1 . s'_r�; = 1_r ; Code and Underwriters laboratories, Inc. Sign bears U.L. 1' v`r label. } 't `.. a :r: : ,u Menu copy, illustrative transparencies and speaker system to 9 'k' s: ' i. 1...-:,4 .- h e supplied by others. ;,: zv. AV { Foundation supplied by General Contractor. > Four /." anchor bolts required. ?e til I is Electrical Specifications: 's, Lumps: (4)60712 H/O C.W. �: 1 , Z Ballast: Jefferson 262-460(1) �= �g Voltage: 120V 60 Hz 4, yrr_ = - ;rSf'4-"s; .4.i. " 1 s.___. ...'1.,-- ..1,‘; ' 6a` Total Conn. load: 2.7 AMPS t '< Circuits: (1) 20 AMP : is Pt0- m '44:I Service sign by: Hinged face & removing crossmember A:' ti. lig 'r:::....;: .: i of menu panel frame - ft- 7t Lifting Weight: Crated- 282 lbs. opprox. 1-47.0� Uncrated- 230 lbs. opprox. r ^=�'� a c I_ oo_ tx ts� r•(O' ,,T(of U,[t.+r'.aCI�) t too' JDO� - 6 +.; ,1 /cn So[..,rn Or/r[r. !ON .`Z '='in'.) . •..'•::..•Ji'.[r: ' ' P'a4.; .. .. 61� 1rf 1 pove ��� — ,=_I-7—"°-, �°�`�`°�,..���b s`. Oi�DEfi III RE ; TNANK YOU I .I 00• 2-__I€ WW 4 L _i(_ T • L'TIE—'�9 1 _° --" . f i 1 .11:0.00,0.... r,D'.B r...te tJ.f frH AD.I, a uT r .t . -arlrl d NN ry.�n •4.• TOP VIEW OF FOUNDATION .:z,_.. *rs'. . �F'. F li • ID CATEGORY SUB-CATEGORY Signage Letters EverbritePUBLISH DATE: 12/91 • 3' x 3' Mini Bell ,;},;.� .' ,x4;1 .„,•! • Illuminated Wall Sign with multi-colored Bell logo L -„r'- `w, ''"r '� ''' screened on 2nd surface to prevent marring TI*11•'• -44e,,11,- 4• '4 ' .' • Formed polycarbonate faces help to reduce t•V0I sx, '1,7,t.:6/,..P. need for replacement from damage I y i 7} irt, '.V.::,:::, ;,;/:,'.1.- -- • Primed and baked enamel finish on retainer �� I \ ti :,Fg .. ,,,,, ...a.,,,..1 �1 ,li i system �,,1,-t �. ..t' .X ti. YTS � Y 41 � � • Pre-wired for ease of inspection • Disconnect switch provided • UL listed, Union made in the U.S.A. PFS ITEM# PFS ITEM DESCRIPTION 99113 Sign Mini Bell MODEL# WEIGHT CUBIC FT. UOM E411300 36 lbs. 3.5 EA �. r} n 'r Sf t�• t s 4~yt. 7�: .�r. �, •�t a•.• r,,., ,,,.n., S„= !+”'.•Y, ..'�. t g T 2 -fi �yy tri Y'�'ni '�i '_h <lde! ��{ '{ �LSi'i(} y�,i`�,o-. _/ !ai , ._ .�aHg w'-Z'i.. "''1 f � }fie.,. d {.r-1 '2y }t•� „'�„ "*-Fa i -',741-r,..14:24. .".1'i \.•.} •.�'" Irk +�41 '`` h �1j r i„ r +”, it, Iy,1t),: 1�r:` yL ,'s 14S-t 't"$4 ` I 5�. f !` ;�ti roR' rj ,g +?, v irk -k v; r y., i .' L nes. '041. 1( �y':+•l, X16} R �z�� , + Itity Y tt . `. .. ,. V :;.: �L,•1 ''� 'Urt,._ •. Y y.W.l Y;Li,0( 15" Letter Set Warranty All Everbrite signs manufactured and installed by • Illuminated Letter Sets with formed Everbrite are guaranteed for a period of one (1) polycarbonate faces help reduce replacement year from the date of installation to be free from from damage defects in materials and workmanship. Defective • Pigmented faces offer superior color control parts will be replaced free of charge for either labor or materials. • Primed and baked enamel finish on retainer system PFS ITEM# PFS ITEM DESCRIPTION 99112 Sign Ind. 15 in. • Pre-wired for ease of inspection MODEL It WEIGHT CUBIC FT. UOM • In-Wall box transformer housing for pre- E411401 214 lbs. 23.9 EA installation construction by general contractor* PFS ITEM# PFS ITEM DESCRIPTION • Disconnect switch provided 99116 Sign Rcwy. 15 in. Letters MODEL# WEIGHT CUBIC FT. UOM • UL Listed, Union made in the U.S.A. E455503/4 220 lbs. 23.9 EA III ,••:::;i:,:::::. • w 'For use with Channel Letters only. :•: :::' Everbrite •.'®Identity Systems Division aye ODOD 4 JENNER STREET • SUITE 150 • IRVINE, CALIFORNIA 92718 oaDpo (714) 727-4500 • (800) 326-4737 • FAX (714) 727-3368 CATEGORY SUB-CATEGOHY Menuboards Exterior/Pre Order EverbritePUBLISH DATE: 12/91 Exterior Menu Board 0 1 `ll .I ; 4 hall Meq ��►�,, ',,rtn Hwy J/ 7/ .'y*` �I 1r l/ 1 7.: _ 11 Titcostuo ,41,t� 11 �"'�� a I. -042111111t111/ ... " OW .44411*0/'..,141 ,t,,,It, O,/!1./101611 eelltnb 111 a •tt 11 f WR IM91101.� ,4 ,-•, s -^ 11 UM .t1 - II MA '..111 1 ,FAN rIt :to N't W swarm 111 ••• tt, isl tease=. 111 yp 1 >j =WI 111 ?j. z'. ;rx�m ..i BELG tr.ri ` h4C..t K; , - • Warranty PFS ITEM# PFS ITEM DESCRIPTION 98690 Si n M/B Exterior All Everbrite signs manufactured and installed by MODEL# WEIGHT CUBIC FT. UOM Everbrite are guaranteed for a period of one (1) E558800 360 lbs. 25.4 EA year from the date of installation to be free from defects in materials and workmanship. Defective PFS ITEM# PFS ITEM DESCRIPTION parts will be replaced free of charge for either 98694 Sign M/B Exterior Pre- labor or materials. MODEL# WEIGHT CUBIC FT. UOM E558800 360 lbs. 25.4 EA PFS ITEM# PFS ITEM DESCRIPTION 99118 Sign Speaker Stand Face MODEL# WEIGHT CUBIC FT. UOM FA59220R 2 lbs. 0.25 EA Everbrite ▪ ®• Identity Systems Division III ODD 4 JENNER STREET • SUITE 150 • IRVINE, CALIFORNIA 92718 ODD 0 (714) 727-4500 • (800) 326-4737 • FAX (714) 727-3368 ity of i f1lk River ITEM 5.2. TO: PLANNING COMMISSION FROM: STEVEN B. ACH, CITY PLANNER_'.— DATE: NOVEMBER 22,1994 SUBJECT: CONDITIONAL USE PERMIT BY DOVOLIS JOHNSON AND RUGGIERI, INC., PUBLIC HEARING, CASE NO. CU 94-34 Dovolis Johnson and Ruggieri, Inc. is requesting a conditional use permit for site plan review of a Class II restaurant with a drive-thru in Elk Park Center Planned Unit Development. LOCATION Lot 3, Block 4, Elk Park Center (first lot north of the water tower along the east side of Freeport Avenue). ZONING/LAND USE PUD (Planned Unit Development)/HB (Highway Business) ATTACHMENTS Location Map, Zoning Map, memo from Terry Maurer dated November 11, 1994, proposed development plans. OVERVIEW Dovolis Johnson and Ruggieri are the architects hired by Taco Bell to complete the plans and specifications for City approval. The proposed Taco Bell is approximately 2,000 square feet in area and will have a drive-through window. The restaurant will have approximately 700 square feet of sit-down dining area. The building proposed by Taco Bell is the prototype that is most commonly constructed throughout the metro area. P.O. Box 490 0 13065 Orono Parkway • Elk River, MN 55330 0 (612) 441-7420 0 Fax: (612) 441-742.5 E