Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Building Permit 12.0416... Continued
i / / ` \ It 63* / \ f \ g t EAEYE40lt0 W02rATIN 9.47.N a F4R, 9 vfiy EY WvFo21\ on C Oxq 25• 404 EYPRcSM FCQ 103 PACT; C" CP POM LICE, M650A TT:C= 9 MwkA 'S; A\7 NLIIY %Y , madovx45. LAm"" ams rq vFRRAYiy. EwkEwo M %Ormlat fog FF WA". f atom o Ey CUM5. E>a "4 P20PCT COtAr " SVeU MVUPW P1;M f0 EZCV124: C0.5f4XjM MMS. eee wee" ( \ / /f &i LY.O.J58f WWo CR "S0.S OGCWAQM 9•JRL EE PWO2TE0 to r1E DXM-c . wolooe to too eee All ooLlo too. I / I 1 65g966+ ys6 10.14 too < � N / dam% I fig, �..%• �iJj, ,'LL.' {:;5' 0:�• alee to to. ell too to / ! � .. 6t*'Kd�'' iY asFt . n./Yr \ - , so /1 13 I Y Qom`' / gX ;too` ;i � `. �� . .—_.-, \ t n / 5VA EF. r to ! I 04 - tweet / •' `3 - '- -'z•- elf % - % / /'i tt _ _ 1, r 2i "�.►�_ 1 , gTJ / l : ' .+: � .. - 45a ! \ y� A cv(rtncA $ TA�fi 2 \ ` Noe ' too n? : as¢ a{ ='`< �,> ( e I '& i4 (>~ t TIDN oe- ebo to s 6 rN \ �! // ycs^' „ Y '• /\ Ais° ti;` Q\O F4ae: > � $ J fi F _ S s; eoSE _� N%, . Cc, ` f Y o '. ier" . �rstb'Vp�Kew,L . 9Sf•6 �6R- s�,6 o-,a•'+ • '- re> r E�:ss:n+� \� {,I:cZ'l.t ryrs$ /^ r o .l!% •- y�. �6y.4 ji xei � - 6- i • . .... . j+ t -3Ni' 1' � =•-•:n ° ,;v ' � '�•(' yypl ( _ u-(4 _- _ ° ( - F>a i11 J> i^ y�',_ .Y- t' n, 4i . fri ' t • ' 4 • ;.iz 1 ' �'yaa * a " n- ��;•1 rF. �rrT .:: '� :. \ ! : ilf .a�nL 56sL t� i \. - ,. ¢ r r4 ' ,, d . 5; f stv !t > t ` I f f tJ •� } V dSS � ' •'- -�fi ' yr- ; S � y� ifs 1'- rs2 •t y.13 s . E � F .I ' t 50 t CE ERA` g6 ty6 *te l dQ}00 .A' �.=�..:" .r, : �,,, _,g'tf7.'r `:F ,{, ?� ! r i4tv `USig , t �'��/'J//; . \ 1 5 1�67 ' i' Est >3A , e .�� •vf�y.'{�{ >p_,.tf$'or•' ¢ -,.•! a�.i''/J '� E'r' f� �`i•: ' Y �dp�+10�et• , J ! (�;i'> •'i\ ti .a4 s e I . i ' of iti�C t'F�v+g-J�014)dwtr 4� n/ .., '�'� a:., �� • t l " . ( 1 .tlF�" } < te ..'':e /'\ /'• ' P td _, ,aA� `� x- ` ( ', r J r �/ • •'. 'r .. f.:: r f � t+ �l 69• ' ! t \ � terVO• a .a�s % :SSi�'o�a+'- g'%>�' /riYtO ' ' x= I r .*eT ass ,�� ot ( t . . _� • 'vb %�, 1 \ DD^ i11t•�� ' to:N;-/ ' ' ode y/!' ! i,J.• / \ ,.1> may., - r � ' yRof f , gin t ( a• L 4 ute AS' f V \ or n - R6� >� T ' v+J' j i ( t ` . • ) t � 11} n q Y:• ' f �`' Not. _ .i' „•-• �t ; V fs�irpV '\.\ _.r . t • it r .v:..f � f1 ;'->° ` N e� 7 5F ' N ` ' llo .. fin . l . ¢ yp t ' r.� a a K' :, [ ( 1 R• f ; 1`' ( ''t!`t'' Lr Y . :: r \ ,,�_ '•s ,_'• - � :' J- ' r /I 1? fJ1 1 _ i, . %t . .rn i •J Ysfl 1 _Ito j � .1j to y • i,• 'li -' to-, I € \{\\ ra- -y;r. ^i !_ v-+-> ve., • f :%Ztto 1 . - s ( f:f _yijf, It s . } rr �1.;($ j� �� y ` t..� u \ i i or.` 1. too� tr•. �• K ; _ _ 1 `. 't_ :4g��,8. Ur (, ' xf' �: p� '. ,f; ri! i "\\ oto ,C A �' It r �� , {;•" ` w Nvd`fl . • p•Z•t� t '.i 1 :'' 3 tR0 i -f 4 J' 41 r=^gas \ f - C((_ ..srcav, rs+ 111111101 g �' ' 'To , •'vs too ` \to '�� ''max , ,.{ off ,v:>• 8 y fB -uj /, I P¢Ai �_ \ -tot- -- - '`•ImocVr ; \` . ( � ' • to I . 3 . , � � !'o . fae �•, '_ ' +' ' Ff ` ..Ir2 tSt)I `,E''`oi>-fi,. ._ .: ' y f a� \ T� ' .v`€ yJ AP R f �' a d kLi RC�� . I le ; ! / , j t l ;% f t . .a 4 ' ` ! i /: \ _, , > \R 't' \' f pA. ;�;\• -.,i° ter/ aQ .fi e' / t 1 a' `'� r yam}( 8966 £ + `,' /J 't`•f �'- , �:% flalylG�� lot {fig (f] 34 tV g3 \ \Ik storr\ 1 . N Af\\ i, .t • ,`ram % �i: 1 k I „L"t x f .• R86• .y; T�,1i or J '• ,i- is nza: f 6dGtl�� ,rn, L^'� ' 4 n am, \2 rrr ",+, �op,�-':_; }r/.en ,/ L t j •,µ., ' t tsar i • uryij5 fi+Y=•-' ' J- an �'%, � � . >f;:'� •;, - st {md•+'�is )` �SiA� 55e - �y �f " '•� ( � ¢� S f 3a rr o • r ' ••,r#'ts r ... 1 s"-s / e, " o . t f t �' . ' ' • .our FP ..%% jord>; )'. . ,- i'J -^ tE as. sE 67�ii . i 4i r ' ' 'fa, % t<( r: rii ; •,y.>, f �' t..(�. �sg t 1! ohi {; • �,� h.,FLF, h � /r /i f ) tto sn\L � 1 ;�\\ �i/ / i C t000 vv • ' +�'i f PEA iJ / or . Era € C iPIl •ti 5> rs V 3C4 F`r ' N 1 t v 4 t .` �/ `n f�' 4s Z $ a fIoo \ } ( p/ lDo �' o o, \\ \ vfi'� • ,% to y:a , oP < '• °\ _ka'. ``-'' i 2 o"o of ot, too \;� 1 1 n .. \ P rCa 'iJ , I' lf _ [ t� / E+ha$? ,' /t " % :FIC ' ' .•!-'4 H 3i'q A at 1 ` 4 \ ,ta! �• ; . \ ovc;\ t \` 7 EerSj: .•`'.•'• '?}'./ 35g8 N . Gv COMA CP T>6 Sv i/t Or \ EL(."oX4 • \\ i t t / 1 `,�'1, \ �` , `,.'4!� :i-:f 89� � 9 `• GEL, z TVP, art acE. n v. - •E�a5O9 a> tp 1 f..'av cvsr<om•�' ..n UU VVV t,ti tJ tLYil fv AV) PAC'. F02 PAACFL I cE ( \' ? - l fmr (?rna I\_ . ..�. . \' tie °•;o /, , . �i m s . jvt erss To 1 1/ 3 ( \ j Ees - ( \ ! _. . :�, f \ . - • ; ,r' I p 6� ry 2012 i 1 4d`r` b, f t.�___ � t' z f� lr ` sy� � qrS 4 6 ' xa• ~ f' tt( ��•Li' o / . ~ i}' s \ �s z; f� + q �� / H _•t. S6 . ; I ' 1 `t 4�db6� 66 ti� a \ ;.�y. /; a�;, i,_/ / I �4r 3' i ' J ` o f \ "" ao �sh'\6�9 3` 1 '�./. � 'so ri %-• i ,�4`� %' t i CJ� }4 " / / m g 1 ,F .. .lot F''_:_•� q to L- r 4 ijJ,'v +� fi f 3. � r\� r� �2�q ,f/ tl ,+sv�� ,. > 7 3: iJ 3-'r:�' ";;•'_}�`yd r19 ' :•�xr/ R=6$8.9i' Yv° a'i; {C k* l � cj` m -' �1 -�Co 'Z. i�' , \t /!` : i � " AaOf•8959' /Z `:y�' {.••�a`"4ot Najo lot$ ` i ` • tooto I . �O�, L "''�llll� r •, • ' \ . f.37 V ` j`°•" } \ \\t p"�Ipt i f,_,, is rrfi�h• oj oe ato ,f l s L A N D F O R M \ °°°���„A 1 • ,, <' `/ •a',.• it_`{-{f---�� / e = AIOf2T�"1 FranSRebR4fh 6 6 0 0 � q} Y y i \ ' I• V / p� SO5Sa.�frFMAvftA TeC 6(2,W4078 oteet x•• \ - !' �< / Know WWI Below• � WS3613 Fac 6f2,2521*77 C1 .9 — . _ _. \ uL / Callwofeyouft. E} 3f) 60 trmoe ogtAvrs(Of wia IEnOtaTrtFEI Brun c,�um(anno L+c9in+o i i � i . Ill ` I �+�� i��i -- tom, �- _ � • _ _ �. - - - '- ---._ Ff Imp to IN i ■■■■■■■:■■I� _ ' ■ ■■ ® I�11� ■� I III�Q. �0■■®■■■■■ �' I ■ ail= ■ �'—I; %m�� li`r'©'�■®I■�I■■■I � ■, ° I - _ ■ ■■ ■■I• Mall, is • - � ...1.�.■ maw • I — 0 I ® ■■■■Il�' DUNHAM ;, 'J■■■:11'iir�, !; 1■■ ►��I®■■®�� ®■ ° um I�cl� ° m 1a1l �ll .�. ■■■ ■■■■I ® I _. ,� Ili ism■ I .. 11111 , a ,�.�ICII■ • i� ■ ■� ice ■ , �I 1 '7■■■■I■ `x In II■ a� ■ ® � pl�, ®1 . I� RIM ■� C,� I�, ®71 _ . a I� ■ ■ ill; Ih ! i � l II � � � ,� ��■■Ii1�■1 -=I■�� i��a i!!III��'__ � m � Il ,i 'II Ilia UI . ° ;I ) Ild!' _ _ ■■■■■� ,! ,i� ,li IIIi1L■II��`!■ ®■-y:1■I�.il■ III . . ill, — - �I■■� ■■ li 1, to ® oo • ! '11/IIIlIL�IIm■�IC'nira��AL�� 'r aim"MOM 1 I■h 1� I■Ial ' � �! ( I� III v IIIIIIII� lflll�l'�II IIII: , . �i [ a ii " T► I,■Q_Jl I. �.. Ir1 , �rll�.1 ®I�,+QIII .il��1 ■' Ii . .11 il T I■ � I■i■J.■11�i1� ■I■■ 05 : . ,��ol►'a1�(■■li aili■�■I _MEN o Mm __�■1.® �V■�{VI■IWWW�VIIWIIoI M1ml rum ■i I■RAN I , . I■[ �� l �l�■66 m -1�■■■ � I— • �I�.■® - I►_�.r�i��ie► I Ii l 11114611 FEW Is 0 ►�tI ►nihe► II►11 -101I■ W■■■■■ on 10■ CHI _ ■a 1(l■I_ �I I IIL.....I�IIIIII ■ Elul Ib■0■ -� Lj I■■ �I■■�1[o. � �CIO■ � .: o f■■I%—,�I® be A No 0 FAA INN INN <z ou in 4 wommil III glow= • musLE Z in In 1�1 • DRAWING NOTES • AIR BALANCE SCHEDULE DRYWALL1 , ALL DUCTWORK SHALL BE RUN BETWEEN OR THROUGH THE JOISTS WHEN or POSSIBLE, nmi 18x2O SUPPLY AND 1lx30 RETURN DUCT DROPS FROM ROOFTOP UNIT (RTU-2) FOR DIFFUSERS INSTALLED IN VOLUME DAMPER IS INTEGRAL I ® TO DIFFUSER AND ADJUSTABLE 2, DUCT SIZES SHOWN ARE INTERNAL FREE AREA DIMENSIONS UNLESS NOTED 20x6O SUPPLY AND 15x6O RETURN DUCT DROPS FROM ROOFTOP UNIT (RTU-1 ) I OTHERWISE. DRAWING M4.1) 3, ALL SHEET METAL DUCTWORK SHALL BE EXTERNALLY INSULATED, INSULATION FOR DIFFUSERS INSTALLED IN DRYWALL CEI1JiGS, INSTALL HIGH—EFFICIENCY NOT SHOWN FOR CLARITY, SEE MECHANICAL NOTES FOR INSULATION 20x6D SUPPLY AND 15x6O RETURN DUCT DROPS FROM ROOFTOP UNIT (RTU�3) Ri TAKE—OFFS WITH VOLUME DAMPER IN FULL�CPEN POSITION TO FACILITATE REQUIREMENTS, BALANCING AT FACE OF DIFFUSER. 4, CARBON STEEL KITCHEN EXHAUST DUCTWORK SHALL BE EXTERNALLY INSULATE PROVIDE SHEET MEIAL DUCT AT ALL DRAFTSTOP WALL PENETRATIONS (TYP) INSULAMON NOT SHOWN FOR CLARITY. SEE MECHANICAL NOTES AND DETAgILS 7mx7o DUCT UP FROM KH-4 FOR INSULATION REQUIREMENTS, 5, RETURN AIRFLOW VOLUME SHOWN ON PLAN IS FOR DUCTWORK SIZING 6*0 DUCT FROM EXHAUST FAN UP THROUGH ROOF R1 12wxl2m DUCT DROP FROM EXHAUST FAN (EF -6) PURPOSES WHEN THE UNIT IS IN RECIRCULATION ..) MODE m 6, DIFFUSERS IN DINING ROOM ARE SPECinc TO THE DECOR PLAN SHOWN. ' ® NOTES BALANCING TOLERANCES ARE AS FOLLOWS: QUANTITIES, LOCATIONS AND FINISHES/COLORS, STEADY STATE SPEED CONTROLLER FOR CEILING MOUNTED® SUSPENDEDXHAUST FAN, STEADY OUTDOOR AIR: 0% TO +10% STATE SPEED CONTROLLER SHALL BE INSTALLED OVER 'DIFFERENT CEILING LAYOUTS MAY REQUIRE A DIFFERENT DIFFUSER TYPES, HOODS: ,AND RETURN AIR i- H TOILET EXHAUST AIR: —10% TO +1OX ACCESS. DO NOT INSTALL OVER AREAS WITH DRYWALL CEILINGS. 2, THE NUMBER IN PARENTHESES REPRESENTS THE MINIMUM VENTILATION mSET DIFFUSER PROVIDE LOW LEAK BACKDRAFT DAMPER AT 6RB, 3, EXHAUST HOODS SHALL BE BALANCED WITH A 4" VANE ANEMOMETER. mNOT USEDmPROVIDE MATCHING THERMOSTAT FOR UNIT HEATER, �,. MOUNT AIR CURTAIN TIGHT TO CE LUEGAS • • COORDINATE ® ® . . . BTU OUTPUT, 120 VOLT WITH 24 VOLT CONTROL �-0 DRAWING INDEX � • • - a I D :I r v i .;I 6 1 6 s a 9 2 I T1 .0 Cover Sheet FREEZER - CLO DRIVE-THRU (FOR REFERENCE ONLY) •°� 5 � . ZONE: 4 DT1 .0 Drive-Thru Plan & DetailsIll CIVIL 4 e 38101 F7 - R CUSTOM b a cool Civil Title sneer N aos Access - • PETI .. `� b a C1 . 1 ExistingConditions Hy - WW P �N e a C1 .2 Demolition d ! Mars �� D RNua x ° 85 SEATS W 0 ° • ° ° ° '7 b a 3 C2. 1 Site Plan • L 9 sERxE b 4 C3. 1 Grading, Drainage, Paving ^ 0 t { ( 5 ACCESSIBLE SEATS) & Erosion Control F� Z DDOLFA >: { 0 • Qz xpz z ; &J a C3.2 Enlarged Grading , Drainage, Paving, 0 0 0 1 Erosion Control 2A00 PORTIAND AVENUE SOUTH §7, � C I Fist THIS DRAWING IS FOR b a C3.3 MN NPDES SWPPP Notes PORIIAND CORPORATE CENTER{, sunE ,00 T RURNSVILLE• MN 55557 � " �FM - - 0 cusaMR p REFERENCE ONLY e b a 3 C4. 1 Utilities A%NE' (952) 252-4042 252-A04 DaD �' PRSamR 5 20 02 - ( NOT FOR CONSTRUCTION b c7. t Civil Construction Details - - cRnrRow OmeE oRDm -- vEsmm�E `� SEATING LAYOUT IS SCHEMATIC, THE FINAL SEATING LAYOUT) b 4 C7.2 Civil Construction Details ° ow E are. C' TO BE PROVIDED BY OTHERS, UNDER SEPARATE COVER y q AS C7.3 Civil Construction Details = 9 = ° C7.4 Civil Construction Details E. � AS.-0. um•na • -c b ca'-o• ovmwD10 z n „w_e• b a 9 C7.5 Civil Construction Details c •A ° a EP2. 1 Photometric Plan o - z OCCUPANCY ALLOWANCE : SYMBOL LEGEND : 201 1 38101 F7 - R CUSTOM - WW b a ARCHITECTURAL pe Plan to ° > MN STATE BUILDING CODE 2007 & INTERNATIONAL BUILDING CODE 2006 ^ - 4 DOOR A1 .D Partial Floor Plan s o = i MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT A4 TACT ON O roc BUILDING M I D W E ST REGION s A1 . 1 Partial Floor Plan a a9 s Al2 Reflected Ceiling Plan & Details DETAIL BUILDING INFORMATION : a s s A1 .3 Roof Plan & Details TABLE 1004. 1 . 1 ns z i ° -Tnc ADDRESS : s A2.0 Exterior Elevations iZ)° ° Q _ DINING ROOM ROOM NAME EXITS ® NUMBER STATE SITE CODE: 022-Dl29 s A2. 1 Exterior Elevations & FUNCTION OF SPACE ALLOWANCE AREA OCC. REQ'D. T/ SLAB ELEVATION STREET ADDRESS: 16831 HIGHWAY 13 S.E. A4.0 Enlarged Restroom Plan & Details 6T 0'-0• TAG DATE ISSUED A CITY: PRIOR LAKE A4. 1 Enlarged Plan Details '' pp ACCESSORY STORAGE AREAS, PARTITION COUNTY REVIEW 10/03/12& �� COUNTY: SCOTT A5.0 Wall Sections & Details MECHANICAL EQUIPMENT ROOM 300 GROSS 499 SF 2 1 / 6 `t DRAWING TITLE TAG s ASA Wall Sections & Details CITY PLUMB 11/02/12 T DETAIL STATE: MINNESOTA CIVIL REV, 11/12/12 A4 1 1 2 = 1 ' - Oa DETAIL NUMBER s A5.2 Wall Sections & Details ASSEMBLY WITH FIXED SEATS SEE PLAN - 85 2 STRUCTURE: UTILITIES : A5.3 Wall Sections & Details WOOD LOAD BEARING WALLS, ELECTRIC GRILLS & FRYERS & PLUMBING FIXTURES REQUIREMENTS TABLE 2902. 1 WOOD ROOF FRAMING GAS HVAC & WATER HEATER A5.4 Wall Sections & Details ASSEMBLY W/OUT FIXED - s A6.0 Door, Hardware & Fnish Schedules SEATS, STANDING SPACE 5 NET 91 SF 18 t TOTAL OCCUPANT LOAD = 123 OCCUPANTS BUILDING CODE • STRUCTURAL FEMALE - 62 OCCUPANTS MALE - 62 OCCUPANTS rBUILDING CODE EDITION: MINNESOTA STATE BUILDING CODE 2007 2 S1 .0 Partial Foundation Plan WC = 1 /75 OCC. = 1 WC WC = 1 /75 OCC. = 1 WC - INTERNATIONAL BUILDING CODE 2006 (MN CH. 1305) 2 S1 . 1 Partial Foundation Plan F BUSINESS AREAS 100 GROSS 61 SF 1 1 LAV = 1 /200 OCC. = 1 LAVS LAV = 1 /200 OCC. = 1 LAVS 1 � - MINNESOTA ACCESSIBILITY CODE (MN CHAPTER 1341 ) s S1 . 2 Partial Roof Framing Plan Z 0 DRINKING FOUNTAINS - 1 /500 OCC = 0 DF'S INCLUDES ANSI 117. 1 2003 s S1 . 3 Partial Roof Framing Plan Q z KITCHENS, COMMERCIAL 200 GROSS - 17 7 SERVICE SINK - t REQUIRED `MECHANICAL CODE EDITION: MINNESOTA STATE MECHANICAL CODE 2009 (MN CH. 1346) '. 52.0 Foundation Details � z ACTUAL FIXTURE COUNT - INCLUDES 2006 INTERNATIONAL MECHANICAL < 53.0 Framing Details TABLE 503 FEMAL MALE & INTERNATIONAL FUEL GAS CODES) S3. 1 Framing Details Y BASIC ALLOWABLE: 6,000 SF 4,963 SF WC = 1 WC WC = 1 WC & 1 UR ELECTRICAL CODE EDITION: NATIONAL ELECTRICAL CODE 2011 S3.2 Framing Details (n g ALLOWABLE WITH SPRINKLER: 18,000 SF PROVIDED LAV = 1 LAVS LAV = 1 LAVS ? PLUMBING CODE EDITION: MINNESOTA PLUMBING CODE 2009 (MN CHAPTER 4715) S4.0 General Structural Notes DRINKING FOUNTAINS - % ADDITIONAL CODE EDITION: MINNESOTA ENERGY CODE 2009 (MN CHAPTER 1323) MECHANICAL W V o, o PROVIDED - DRINKING WATER AT SODA FOUNTAIN MINNESOTA FIRE CODE 2007 MN CHAPTER 7511 z a OL TOTAL OCCUPANY ALLOWANCE 123 SERVICE SINK - 2 PROVIDED oof Plan o 0 _ . . .. • - Roof Plan _ a N ( ) M10 To C4 ADOPTS 1NTER(JAT10NAL FIRE CODE 2006 M7 1 (/) a M1 .2 Ductwork Plan SCOPE OF WORK REQUIREMENTS GENERAL CONTRACTOR BUILDING DATA: I- M1 ,3 Ductwork Plan W OCCUPANCY: USE GROUP A2 z M1 .4 Mechanical Piping Plan Q o o a W s CONSTRUCTION TYPEA _ ,, _ VB..� _ _ ._ _ _ _ .. _ _ _ _ z = FULLERTON BUILDING SYSTEMS ( PREMANUFACTURED SCOPE 0 F WORK • ',NUMBER OF STORIES IBC, TABLE 5D3 ALLOWS 1 STORY 1 STORY IS PROVIDED .' M2.0 Exhaust Hoods Z c> = y BUILDING SYSTEMS SUPPLIER SCOPE OF WORK BUILDING HEIGHT. i8'-9 1 /2" (MAIN` BLDG. PARAPET) M3.0 Details W j 1 . DESIGN AND ENGINEERING SERVICES : NOT INCLUDED IN FULLERTON BUILDING 23'-4" (HEARTH/ROOF CAP ELEMENT) M4.0 General Notes Q � rn = w GROSS BUILDING AREA: 4,963 GROSS S.F. M4. 1 Schedules U � F M 0 COORDINATE WITH STRUCTURAL ENGINEER DRAWINGS REFLECTING MATERIAL & FRAMING SYSTEMS THAT SYSTEMS ( PREMANUFACTURED BUILDING BASE BUILDING: 4ss4 NET S.F. FIRE PROTECTION z O FULLERTON BUILDING SYSTEMS WILL USE IN THE MANUFACTURE & ERECTION, OF ITS PRODUCTS, SYSTEMS SUPPLIER ) SCOPE OF WORK • LIFE SAFETY SYSTEM ' FIRE PROTECTION PLAN - Provided by Others PLUMBING 2 . MATERIAL AND EQUIPMENT PACKAGE : THE FOLLOWING UST IS TO BE USED AS A GENERAL GUIDE AND DOES NOT REFLECT SITE EMERGENCY LIGHTING: X YES NO q P1 .0 Domestic Water Piping y J SPECIFIC REQUIREMENTS OR CONTRACT CHANGES. REFER TO THE CONTRACT DOCUMENT EXIT SIGNS: X YES NO 6 J ° • `eE DRAWINGS FOR SPECIFIC INFORMATION, I P1 .2 Waste & Vent Piping Plan s _ THE FOLLOWING UST OF ITEMS ARE INCLUDED IN THE BASIC FULLERTON BUILDING SYSTEMS MATERIAL FIRE ALARM & SMOKE DEFECTION SYSTEM: X YES NO P1 .4 Underground Rou h-in AND EQUIPMENT PACKAGE FOR A 2009 SERIES McDONALDS RESTAURANT WITHOUT A PLAYPLACE i . ALL SITE WORK. 9 9 2. FOUNDATION, FOUNDATION INSULATION, FLAT WORK. (NOTE IT IS IMPERATIVE THAT THE PANIC HARDWARE: X YES NO P1 . 6 Overhead Rough -in 1. ALL ROUGH FRAMING CARPENTRY MATERIALS TO INCLUDE; EXTERIOR WALL /THE FIRE SPRINKLS. 2�x6' PANELIZED CONTRACTOR &/OR SUBCONTRACTOR PAY SPECIAL ATTENTION IN COMPLYING W c I . .RS: X YES NO s HEADERS. COLUMNS & FIRE BLOCKING AS REQUIRED, INTERIOR WALLS, 2•x4• & 2•XB• FOUNDATION DRAWINGS, DOUBLE CHECKING ALL DIMENSIONS, MINIMIZING SURFACE a P2.0 Domestic Water Isometric p N PREFABRICATED STUD WALL SECTIONS FOR ALL FULL HEIGHT PARTITIONS AS INDICATED IN VARIATIONS & INSULATING ON THE INTERIOR SIDE OF THE FOUNDATION WALLS. 1 P2. 1 Waste & Vent Isometric DRAWINGS, HEADERS AND COLUMNS AS REQUIRED, STUD FRAMING ONLY, FRAMING FOR VALENCE 3, ROOFING MATERIALS AND LABOR, INCLUDING CURBS, FLASHING, VENTS & ACCESS WALLS & RESTROOM CEILING EXCEPT SHEAR WALLS, ALL INTERIOR SHEAR WALLS WILL BE COVERED LADDER. DESIGNER 0 F RECORD 1 4 3 1 P3.0 Details a= = 61: ; U ON ONE SIDE WITH 7/16. OSB, 4, MECHANICAL, ELECTRICAL/UGHTING, PLUMBING, PLUMBING PENETRATIONS. '� _ a v = ° 2. ROOFING SYSTEM; JOIST & ROOF FRAMING, WAG FRAMED OPENINGS (SHEATHING AT 5, EXTERIOR WALL INSULATION, ROOF CURB INSULATION, ETC. (FULLERTON WILL INSULATE P4.0 General Notes O « DISCIPLINE: PENETRATIONS TO BE CUT AS NEEDED BY HVAC INSTALLER OR GC). FLASHINGS AS NEEDED TO ALL HIDDEN CAVITIES). A ° ° SEAL PORTION OF BUILDING SUPPLIED BY FULLERTON (OTHER THAN THOSE NEEDED UNDER 6, INTERIOR, HALF WALLS (NOT SPECIFIED BY FULLERTON), COUNTER WALL(5), SOFFITS, ARCHITECT: Reprise Design, Inc 1240D Portland . Avenue Burnsville, MN 55337 a 3 P4. 1 Schedules FINISHES) SUPPLIED AND INSTALLED BY OTHERS EXCEPT ON THE ARCADE TOP. ROOF WILL DRAIN MENU BOARD VALANCE, DINING ROOM VLANACE (PER ARCHITECTS PLANS), REST ROOM Brian R. Johnson (952) 252-404 ELECTRICAL TOWARDS THE BACK OF THE BUILDING USING SINGLE SLOPE TO CREATE A SHEET DRAINAGE SYSTEM AND VESTIBULE CEILING FRAMING, SPECIAL FRAMING, FINISH CARPENTRY, INTERIOR SILL License Number. 18050 _ - e ELIMINATING NEED FOR INTERNAL ROOF DRAINS, SOFFIT VENTING, PARAPET, FLASHINGS, AND METAL TRIM, BLOCKING REQUIRED FOR ALL FIXTURES & RESTAURANT EQUIPMENT. E1 .0 POS Riser Diagram CAP FLASHING ON ALL PARAPET WALLS TO BE SUPPLIED BY OTHERS. 7, ALL INTERIOR FINISH WORK INCLUDING FLOORING, CEILING, PAINT & PAPER, INTERIOR CIVIL, Landform 105 South Fifth Avenue Minneapolis, MN 55401 El . l Rough-in Plan a; e 3. SILL SEALER, EXTERIOR CAULKS AND ADHESIVES AT FULLERTON SUPPLIED AREAS (DOES NOT DOORS & TRIM, FRP LABOR & MATERIALS. (METAL WINDOW SILL TRIMS SUPPLIED BY Christopher N. Call (512) 252-907D INCLUDE AREAS PROVIDED OR INSTALLED BY OTHERS). LB.t, INSTALLED BY GENERAL CONTRACTOR License Number. 46224 E1 .2 Rough-in Plan ` ace 1" es 4. DOORS AND WINDOWS; TWO PRIMER COATED 4'-O"x7' 1,0* EXTERIOR DOORS, ONE 3'-0'x7'-D' 8, HARDWARE AND PAINTING (FINISH COATS ONLY) OF FULLERTON PRIMED EXTERIOR METAL E2.0 Lighting Plan DATE ISSUED ° 05 OB i2 HOLLOW METAL EXTERIOR DOOR W/ HINGES & WELDED METAL FRAMES, FULLERTON SUPPLIED DOORS, EXTERIOR DOORS, WHERE SCHEDULED, TO BE PREPARED FOR DETEX DOOR STRUCTURAL, Voigt & Associates, Inc 4635 Nicols Road Eagan, MN 55122 / / WEATHERSTRIPPING TO BE INSTALLED BY G.C. WINDOWS IN TWO DOORS, HARDWARE, ACCESSORIES, ALARM & HARDWARED (DETER SUPPLIED AND INSTALLED BY G.C.) FULLERTON SUPPLIED Paul W. Vol gt (651) 686-7727 5 E2. 1 Lighting Plan PLUMB REVIEW OS/31 /12 (� THRESHOLD (INSTALLED BY OTHERS). TWO DRIVE-UP WINDOWS BY READY ACCESS, SERIES 275, WEATHERSTRIPPING TO BE INSTALLED BY G.c. License Number. 20705 E2.2 Electrical Roof Plan STRUCT REVIEW 06 OS 1 MANUAL WINDOWS IN CLEAR ANNODIZED FINISH W/INSULATED GLASS, 9. SIGNAGE, / / 2 pSp 5, FILL BOX MIT) MODEL #97- 1959-9 (RUSH MOUNTED). 10. SPECIALTY EQUIPMENT. MECHANICAL Dunham & Associates, Inc. 50 South 6th Street Minneapolis, MN 554OZ E2.3 Electrical Roof Plan CITY REVIEW 06/29/12 /31 6. EXTERIOR FINISHES APPLIED TO FRAMING AS FOLLOWS; FULL HEIGHT VENEER ON ALL EXTERIOR it . TRASH CORRAL GATE POST AND PIPE BOLLARDS (ONLY IF FULLERTON SUPPLIES TRASH Gregory M. Steinmetz (612) 465-7550 E3.0 Rough-in Schedule / / WALLS-PER REQUESTED FINISH. INSIDE OF PARAPETS WILL BE COVERED W/UNFINISHED 7/16. OSB, CORRAL AND GATE) Ucense Number. 25404 9 CITY REVIEW 07 17 12 � 7. SUPPLY AND INSTALL STEEL SHIP LADDER; LADDER TO BE PRIMED AND PAINTED BLACK ONLY. 12, TRASH REMOVAL AND DISPOSAL FEES, E3. 1 Notes & Details 0/0 REVISION 09/24/12 AS\ 8. CLASS & GLAZING SYSTEM BY ACCEPTED GLAZING MANUFACTURER, INCLUDES 1/4• TEMPERED 13. TEMPORARY UTILITIES, PLUMBING: Dunham & Associates, Inc. 50 South 6th Street Minneapolis, MN 55402 GLASS DOORS WITH CLOSER, PANIC BARS, LOCKS & THRESHOLDS, to INSULATED GLASS WINDOWS 14, GUTTERS AND DOWNSPOUTS, Gregory M. Steinmetz (612) 465-755D E4.0 Wiring Details IN EXTERIOR WALLS & VESTIBULES, CLEAR ANNODIZED FINISH THROUGHOUT- CONFIRM GLASS AND 15, SOFFIT 0 FREEZER/COOLER Ucense Number. 25404 E41 Lighting Controls GLAZING PROVIDER WITH McDONALD'S AREA CONSTRUCTION PROJECT MANAGER, 16, ROOF FENCE AND MOUNTING- VERIFY WITH McDONALD'S PROJECT MANAGER. . 9 9 17, C.C. IS TO UNLOAD FREZEER COOLER ELECTRICAL Dunham & Associates, Inc. 50 South Gth Street Minneapolis, MN 55402 E4.2 Split Utilities Distribution DRAWN BY PSH NOTES: Jay D. Rohkohi (612) 465-7550 KITCHEN EQUIPMENT 3 . ERECTION SUPERVISION AND LABOR * ALL TRADES ARE RESPONSIBLE FOR THE COORDINATION OF ROUGH-IN'S W/FULLERTON License Number. 23434 CHECKED BY JMH FULLERTON BUILDING SYSTEMS WILL SUPERVISE AND DIRECT THE WORK USING OUR BEST SKILL BUILDING SYSTEMS WALL PANEL LAYOUT SHEET, TO AVOID ANY CONFLICTS W/WALL STUDS, Kt .o Kitchen Cover Sheet JOB N0. 11347 AND ATTENTION TO CONSTRUCT AND ERECT OUR PRODUCT AS DEFINED ABOVE, SUFFICIENT ANY CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, STRUCTURAL McDONALD ' S CONSTRUCTION PROJECT MANAGER K2.0 Kitchen Equipment Plan SKILLED JOB SITE LABOR, EQUIPMENT, TOOLS, MACHINERY (INCLUDING CRANE RENTAL) AND ENGINEER, & A FULLERTON BUILDING SYSTEMS REPRESENTATIVE BEFORE ANY ALTERATIONS TRANSPORTATION WILL BE SUPPLIED FOR A 5 DAY DAY TARG SUBSTANTIAL COMPLETION, ARE MADE BEARING WALLS SHOULD NOT BE ALTERED IN ANY WAY TO MAINTAIN STRUCTURAL MANAGER: K2. 1 Kitchen Equipment Schedule INTEGRITY MCDONAL vS USA,LLC Ray Croaston 1650 West 82nd Street T l u O Midwest Region (952) 486-4157 Bloomington, MN 55431 lee; / / �,J i srs ct6allour c7 D srauciLRE 7NOTES NV=955.00 D - �I�i L PPE MATERIALS STS CLEANOJT �L_J,Z / CREASE 1tTV O SCHE 52 STRICTURE \A SANITARY SEWER PVC SCHEDULE 40 hN=955.oj CREASE EWER SERVILE PVC SCHEDULE 40 /` .,,. / � Tel •T '\ STORM SEWER PVC SCHEDULE 40 �j STS CLEANGV( C] IS \ RCP CLASS 5 STRUCTURE \ fa)P DOUBLE WALL / trJV=955.00 VILE\ C ?. CONTACT UTDTY SER PROVIDERS F02 HELD LOCATION OF SERVICES 72 HOURS O / LLL3333 TRITON SYSTEM PRIOR i0 BECNWC. I� a eeeel IleD i TOTAL STORAGE 3. COOM%tATE WITH PRIVATE UTNTES t0 P20VDE ELECTRIC, NATURAL CAS, AND 2 \ , / 10,697 CF. �j \ I COMMUNICATIONS SERVICES E0 BULDI.VC. Q F �LPe� I§. 4. PROVIDE MEANS A MEASURES TO PROTECT ADJACENT PROPERTY FROM DAIIACE M GUeM UTLITY NSTALLATM. f _ C ,) ... _ \ ! 5. PP ARE PROM LENGTHS SHOWN FROM CENTER OF StaUCTU BF i0 CENTER STRUCTURE C t / ITT i \ \ \ 02 END Or END SECTION. L p w m / CB #108 L7 \ 6, ADJUST STRUCTURES TO FINAL CRAVE WHERE MTURBED. COMPLY 49TH REWIREMEWS , ' '� o m S D WWII 3 � OF UiLITY, MEET REGUREMENTS Poe TRAFFIC LOADING N PAVED AREAS. � p. � � � F � y WY SB 22 \ 7. INSTALL TRACER WIRE WITH UTNiES Wntal 71E Pt%LlC RIGHT- dd Tel /A, _ 40' DIAMETER \ 1 'I - )• -I OF-WAY OR EASEMENTS. _ - o a u / 19 : R-3250-A \ \ 8. CWiAGT C111' OF P2102 LAKE ENCVL-fRING OEPAZTM4 FOR INSPECTION OFF AU. W \ a \ 7 MN #101 UmMY WORK ADD STANDARD5. F r, \ ITT I6 7 LF.-24' HGPE ISO2AiIRN { 22 L{ p a RC7�64.95 m m m ^' / /LP m 0.30Y. \ROW I 1 ® 0.0 Pv N INLe 1!8.D 9HITDOWN3 REOURE A MlRA,41 D'r 48 HOURS NOTICE. WATER SHVTDOVIn4 ttU31 C � 3 ^ ry 1 t-N�55.00 4 CONTACT CITY OF POOR LAKE FOR WET TAP INSPECTION. CITY WATERMAN O CLEAN-CUT - \ # �Y5,' I W N!=935.00 EE TDOWNS R U A PERSONNEL OM Y. r o j SiRL'CTURE D / / ST53 RUC11I2E ©1Lk RBA91� _ i WY - I'O1, 10. MIAPITPN 8 FEET OF CQ✓ER ON WATER. C „ m\ NL 9601 'p ~\\ WITH 6'k6' WYE WN-960.7bt- 4 __ tl N✓=955.00 \ I 'I I CERTIFICATION - I II DEFLPCT WATER TO MANTAN 18-NCH MN'PU1 OUTSIDE SEPARATION AT SEWER \ II V^+q,N t14 #102A .7 I CROSSNCS AS NECESSARY- CENTER PPE LENCTHS TO PROVIDE CREATEST SEPARATION �j ITT \ \\ - 3ab3.52 3 1I N /.:0 (1) b'-225d BEND BETWEEN JOINTS. I krrby crsFPyr<P=rV 6v er ttIot an r Wv D \ 27 LF. /` r 't T-\ „ -��Mdd.. 9 8.22 O '�i SS :I I I (I) 6'-TORSI BEND �+.+r•` ve' / / / B' PVC -L! - P.J 958.22 I p, CONTACT CITY OF PRIOR LAKE PUBLIC WORKS DEPARTMENT FOR FLUSfNe' AMP d m ® 1.00/. / C 72' OIZCETER `\ 1 - PRESSJRE TEST INSPECTIONS. 1 e" a dI Y LeenH Pralnu,tl D/ \ �� II - LF.- PVC - - he Imr or IIe Star / R R, FC \\ l3' TOPE 18 I W�•6'.12oWE'TS TAP I of tsx arr r / ,.�. \' I •� LO - \\ . .6 \ I III AND VALVE U. PROVIDE 4-hCH RIGID FOAM NSULAtI(hl ON SAMfTARY SEWER LESS THAN 6 FEET DEEP. _. . \ ftt \ IN 0.40X Tel / .. \ - -. _ / R :..,::ECOS7PR''7 71' r Tel I-Il- 1 9 yy 36 LF. R' P I I 1 Wi III. BRNL WATER AYI SEWER SERVICES N'0 BULDWG PER MECHANICAL ORAWVGS. 4. D / 21 \ ~ j7 \ !i? - 'F IL I 6 \\ m 0.6Pz tr _ AND ROUTE EULDNC STORM DRAINS AMP LOWEGi TO STORM SEWER MANHDU.E. - // L¢/ B� \ , WYE B '=/ l -g6#31II2 CO2P62ATION I I I I IS, CONNECT TO DOWNSPOUT WITH TRAWATION TO 8-NCH PVC AND ROUTE TO STORM LI62GTOPoCR N' LN'L a8'1 52 1 3 8X6' Rr tell N.=96L24 B NL=95436`"y. IT IB' RCP STOP I SEWER. LICENSE W. 46224 /V \ 2N=9605B6L'cC W IV. 958:2fi � ® 0.4DM I .:. D U 18 � .- / J ' . `.` 0� \ / •d NV-958.26 i I 7.5 DATE 05/]/20R / I / .: \ \ B46' TEE - I6 RRL^ATKRI SLEEVE TO BE 4' SCHEDULE 80 PVC N G2M AISLES BII2E0 24' BELOW y id �.� // �� \ m 4' IvTRR LEL` / / I I CRAVE. SLEEVES TO BE LOCATED AS SHOWN ON PLAN. EXTEND SLEEVES 3- BEY" BUM?1C DRAIN L7.3 v "TacycHNC(�t'TPY z 48 DIAMS-TER D� 2' CyaB THE EDCE OF PAVEMIENT. (COORDINATE WITH RRICATION CONTRACTOR.) / -\ SYSTEM (RO A) JT - ) 0 R�D9; PC POST I STD' @ BOIL / - NV=961.67 1 Jm ;. -'C] 2 ,SAMT SEWER IOU 1By' IIDICAT02 ` I - R THE PP.i41JtY ELECTRIC FEED, TRA!SF02MTcR, AID METER ARE PROVIDED AHD INSTALLED \ BUT_LtW' DRAIN 3 ;ot \ a RAT=P 5.98 @ L ® 0- VALVE BY %C'EL ENERGY. THE TRAHSPORME PAD OEsal 6 PROVIDED BY THE_ UTILITY AND D \ \ SYSTEM (a0 B) M.-95855 V S I CONSTRUCTION 6 BY THE CONTRACTOR, CONTACT UTLRY FOR PAD DETAL. THE IleIj .�:^ \ M 0 NV=95e.45\ <L r o I SECONDARY ELECTRIC AMID CONDUMTS SHALL BE INSTALLED BY THE ELECTRICAL Tel , " !.SFIAEI IG1 '/. ■ ■ ■ Is 10 LF--4 Pv `• a-1Ln2-a I�` LYf [a nvvv I III coNT¢aciOz "t P rl1 m z.00x .Fea I6 CB` lo] c7 ` . . ® - _ D ' ( �• D� \� ' AN SEWER \ ' 0 LF�B PVC 51 SS \ aM=961.62 �I m = IB COORDVATE WITH ELECTRIC CONTRACTOR i0 PROV.OE COIALITS AS NECESSARY FOR m \ 1 \ \ MCDONALD' 'm TOOK 0 Q SITE VCHTNC. PROVIDE 3/4' PVC CT'OUT FOR ALL PARKING LOT VCHTS AMP 1-1/2• yt V / / / - "{ �- I fi • NV=959.83 _ . 1 'NV=9595B. . '.� I 1 D � { Tel A1.1D J S f 'P - / � 6T, "1 CREASE �` :ENO ® 2T' gAME7EQ'. - I PVC CON9U7 FOR ROAD SIGN SEE ELECTRICAL SITE PLAN FOR AD%TIONN. N¢02M1AipN. F D ,I .£� �K \ £ a -I (TMP) I . @ ' R.=3250-A 'L" Tel I 2 T GL GYi.- / • / \ 4B L F.-4"..PJ NTERCEPiOR ':07 7 fi I e, 1 I I la CENTER PONT Et.'eCY WLL FURNISH AND INSTALL CAS SERVICE PPNC FROM THE i; w LI6 9' LIP / '� \ m .2:0oY. RCb966.B0 \ 6 `'O S2 6'-90d B" f] 5 4v I • MAINLINE 70 THE METER. CAS SERVICc FROM THE METER SHALL BE INSTALLED BY tVY < � ~ VI �' } % ' ' �`t•SO \ \ S WER- 23 LV.=959:63 ( G • I I( - MECHANICAL CONTRACTOR. Ly `>yN o n •• I I v , pjM=965.29 \ \ WV=95465'�' l k4V=959.48 �` WYE L �6• , - I` m I J .,� K NV=962.2! / \ 6" PVO. \ COORDINATE WITH MECHAN'.CAL AID ELECTRICAL DRAYINCS FOR LOCATIO•I5 OF SERVICE o oQi w PE 27' DW'EMER \ J . .yV"-' 05 PL=960,10 b IB / /LOraECT TO / 20 CONNECTIONS AMP CONTMIATION OF SERVICES WITHIN EVLDNC. "J N � \ R-3250-A _ \ 9 L00 a SVIL @ eN=959.10 ', II - L- C m ''k Z3 14 Ip \ • . \ ° J �`..,. I pNG1 0 6 /E%6tNC MAIH0.E ! / I I \ N \ n s1S, 0.T WV=953.9E / O - - - 21 COORDINATE TELEPHONE W17N IMEGRA TO PROVIDE 7ELEPHIOAE SERVIC. CONTRACTOR r n N \ p tF�` O:; Tel / Tel g / .-�8 TO PROVIDE AND M. TAUL A 4' PVC CONDUIT WITH PILL STRWC, SWEEPING BENDS ONLY \0 \ 13 "LF -6 PVC P ,9` Vv -_„-. / - '' - (ND 90 DECREE BENDS), f20M PROPERTY LINE TO THE BLLLONC. �p / ' i \ , - ® Loor. 14 . sy ',• u I C7 / Pwe BED �-,.�� �. ; RIM- a5g5 a . � :.: '\ 5TE .UTLttY 7 i (tYP) - 1`�r /:' IE =cI56.q , 'J" RCI� �`( 22, PROVIDE CON0J13 FOR CABLE TELEV13ON AND OTHER ELECTRONIC COMGAINCATION. i - o It / / RI'1-g61.7 - ( � _ / / / C SIN\ aour c7. aENCHNc ( YP> '=' z E _ �� 03 ' f� 3>y: 5� -� _ W M \'.. - 6 _` ', •F`/ t\� 5 CTU2cB 1 �, E =q J7. 3 ! .' /� �, - 23 A9 REFER TO SL4•ED 7Kc TANK AND 'ONC PLANS P SLABTERIOR GREASE ARE DES:CnEO '0 HAImi.EOALLEL0A0WG961NLWDWC\ / / i / /P, J. eve4 VIITH-.6'(6 WY" „ - 6' 6' WYE ' ! / Cp T w�y�"` TRAFFIC AND SOL THAT MAY LEAD TO STRUCTURAL COLLAPSE. THE TANK MUST B' Ix3 � � w ✓ NV 959.52' " _ d U � '^ / 4'Kb ' rV 10 �,: IL>95432 \ SAN CLANOU{ / - PROTECTED FROM FREEZNC AND MUST COMPLY WITH ALL LOCAL ANJ STATE CODES. �i I 9 siAJCruRE `', q \\ \ / I . , "✓ - \ LW=qY3 PE BEODJ.0 1C72 . Ile 1 ul 955.07 , [x / y 24. ALL JOINTS AND COMNdilONS N THE STORM SEWER SYSTEM SHAH BE CA5TICNT OR PPEiBEDOt C GG F 'L I , O, ) (TMP). - " i ell , / I WATER iKF;T. APP20M RESLENi 2IY3BER JOINTS MST BE USED TO MAKE • \\ / `I` ( ) I �JleeMI , r \ ITT i SITE UMITY Cl.2 `s•� S LOMELi TO \ i n\! WATERTIGHT CONNECTION 7O MANHOLE LATCH BASINS. AND OTHER STRUCTURES. oS� ¢ F H- GS a ,\ \ ` rUNICHNC (TYP) 2 C ®N EX6PNC MUNNO_E / y-� �1`1. �•IIMI� r /� RIG �, v-i O AT Wyag50.26 I 25, ALL POZYONS OF THE STORM SEWER SYST-M, LOCATED WTM l0 FEET OF ifE ^ 1 i � a ? \ V7 ` : / ,ice / IZI , / 7� GCB - BLCDNG o2 WATER SERVIG_ LINE MST BE TESTED W ACCORDANCE WITH MML^$OTA Z Ile \ o \.'. ®. ' r 1 / '��-^ \ KIM RULES. PART 4715.2820. /� � El. owi Wo \ } _ C7.5 NYORANT I 0J.5 (2) '6'-45d BENDS �T ICI I6 - NSTALLEn \ Ey1Et pN "7� /� \ , .t j S ITT ' I �✓ 1 ♦ZV\G� 16 G( ) 26, UTLITY AS-BUILT PLAN WLL 8E REOJIZE0. THE AS-5Ud.T PLAN SHALL FOLLOW THE Tel \/ er, 'N .y Y Y FP I,DD SSINirI= /`.(g(L SC' �t`I5) C D45 z I REGURErcN'S OF SECTION 10 OF THE PUBLIC WORKS DESIGN MANUAL,eIll ! SNM\ � '/ / 1ILIT 1PSt : RII'1=g58.6 ,' // IC _q:L•j, l ([�.:' Z7. CONTRACTOR TO CONTACT TK- PRgR LAKE ENGNEERPL^ DEPARTMENT AT g52.447.�30 Wj � g6 p IB' rH #l03 L7.2 D S F ;1E=g48. 5(N /E% ` '/✓ PtiP- P (` To cooaomra NSPECTIOV OF UTLItY INSTALLATIONS- CITY INSPECTORS REO..RE A F F $ � < �Its o \ qCD 966.56 4 i IUD FFl -� p F YI-• \N J /.: / / MTIHLM OF 48 HOURS NOTICE. yGj < w \ s�rs�00°0 % 16 �° � k,GF R1 PG �Alle, P t / // / O � � � m N6 i 960TER ^ 6 DpPI' F PDE ;,,GJ j1 FE �50 ` / �, ae TER z '-a5a BENDS CP f+P7. E7' DO / \\ 9�Fc ( ) P 55JF EP5E823\ 6J r. / Q36 'go o . It- \ o -bl� `,� o I ., \\', " \ PGf� 1FGE f,?. J\ / /� streeENCHe+aac �'V'" �aw � aHe eI ee 1 e a FP \ i5 /; / , I \ � - G TOP NM or FIRE HYDRANT I� 3 c 8 )D i g � n \ "0 70 \ / LOCATION: NORTHEAST OUADRANT OP HIGHWAY We D AND FIVE HAWKS AVENUE ` 91 sw No \ ;' �. I ( \ .,� // / / ' SE, ACROSS HGI4WAY 6 FRUi SITE. o zIle, � ELEVATION = 976.46 (NAND 55) O G r�Ca / / a- I450 ' WORICS .7 PLAN 2�CU¢ED : NEEDS TO FOLLOW SECTION TI OF THE PUBLICI0m ^I \ / WGRKS DESIGN 11NdIP1 PRIOR TO 65VANCE OF THE CE2iFICAiE OF OCLLPANCYZZe IC=g53 .q RI 1=g65.q \ rr I �� 1 *_ \ i E=g60.8 ! „ / 1 211-065.5 �GQ�:� \ \ -�% ,� / Joy \\ ,t�\o 1' !yoG i / i \�� ri/ / / m / ,- 1 IT c7. air 9163.67eoee 27 \� 325IMOE-A� \\ G�R\ ,SIN Zj PiI Tel Ile E2 to oIle / 3 g TeII t // I L A N D F O R M z = i From Site to Finish\ ce a \ , / / 4 NORTH a rb �i n, ILD z Ile U R111=064. 1 � N \0 It , y IE =g60.2(N) It / / ` \ r ID5 South FiflhAvenue Tel: 612-252-9070 Know whars Below. i Nal \vs� / /� / / CQIl before you dig. 0 20 40 Minneapolis, MN 55401 Web: endfonn.nnet FIfENAME C401MCAn0.0'NO 5 PROJECT NO. '.12.109 MAN DRAWING INDEX • �" O o 0 1 I o REVISIONS e s 4 3 z 1 T1 .0 Cover Sheet FR Ezm AmPOR a"`a -- ` e 1' DRIVE-THRU (FOR REFERENCE ONLY) •°� • � . ` if DT7 .0 Drive-Thru Plan & Details � W _ CIVIL F v - M Ta < • 38101 F7 - R CUSTOM b 4 C101 Civil Title Existing Conditions r---L WW PLAN e a C1 .2 Demolition d pQQ _.-: Ittl Nets .- - _ . [_ _ zo a a 85 SEATS - e a 3 C2. 1 Site Plan f e ( 5 ACCESSIBLE SEATS) w 0 maER [�1 ---- w 6 a C3. 1 Grading, Drainage, Paving U g ° ' • • • o & Erosion Control Q 2 II z 20z zpzZ a e a C3.2 Enlarged Grading, Drainage, Paving, _ 1 ' � THIS DRAWING IS FOR & Erosion Control SORE iDD ID�1 I ® • • 12100 PORTWND AVENVE SDUfN AKA _ _ � b a C3.3 MN NPDES SWPPP Notes PNONE es m� REFERENCE ONLY DVRNL' (9PORRMID 5NNR555STTE ENER 8L1 DusmorR � s e e a 3 C4. 1 Utilities ( zl zsz-aoaz ` NOT FOR CONSTRUCT A%: (952 252-aea zo � ( ION ) s a C7. 1 Civil Construction Details _ SEATING LAYOUT IS SCHEMATIC, THE FINAL SEATING LAYOUT e a C7.2 Civil Construction Details an. _ Fft _ ' -"• TO BE PROVIDED BY OTHERS, UNDER SEPARATE COVER _ _ e 6 a C7.3 Civil Construction Details ' e a C7.4 Civil Construction Details ` E ° - „r-s• wA aroe tr-o• ovmwl e�i o 6 a 3 C7.5 Civil Construction Details _ 75 Z , EP2. 1 Photometric Plan L2. 1 Landscape Plan a E ' O m OCCUPANCY ALLOWANCE : S,,,,���Y,,,,MBOL LEGEND : 201 1 38101 P7 R CUSTOM - WW 9� 6 a ARCHITECTURAL nEa � MN STATE BUILDING CODE 2007 & INTERNATIONAL BUILDING CODE 2006 SECTION O AGR BUILDING M I D W E ST REGION A1 .0 Partial Floor Plan � z MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT A4 TAG 5 A1 . 1 Partial Floor Plan ? ao 5 - - BUILDING INFORMATION : s Al *2 Reflected Ceiling Plan & Details " aG TABLE 1004. 7 . 1 n5 1 DETAIL s A7 .3 Roof Plan & Details w _ _ J TAG ADDRESS : s A2.0 Exterior Elevations m FINING ROOM ROOM NAME EXITS ® STATE SITE CODE: 022-0129 s A2. 1 Exterior Elevations - a n a & NUMBER FUNCTION OF SPACE ALLOWANCE AREA OCC. REWD. T/ � ELEVATION STREET ADDRESS: 16831 HIGHWAY 13 S.E. A4.0 Enlarged Restroom Plan & Details N ELEV. 0'-0' TAG A CITY; PRIOR LAKE A4. 1 Enlarged Plan Details DATE ISSUED ACCESSORY STORAGE AREAS, Q PARTITION COUNTY: SCOTT COUNTY REVIEW 10/03/1 s DRawINc TILE ( TAG A5.D Wall Sections & Details MECHANICAL EQUIPMENT ROOM 300 GROSS 499 SF 2 t �\ DETAIL STATE: MINNESOTA s A5. 1 Wall Sections & Details CITY PLUMB 11 /Dz/1z 1 DETAIL NUMBER CIVIL REV, 11/12/12 B A4 1 1 2 ° = 1 ' - 0 ° STRUCTURE : UTILITIES 5 A5.2 Wall Sections & Details CIVIL REV. 1 ASSEMBLY WITH FIXED SEATS SEE PLAN - BS 2 WOOD LOAD BEARING WALLS, ELECTRIC GRILLS & FRYERS A5.3 Wall Sections & Details /13/tz s _. .. A PLUMBING FIXTURES REQUIREMENTS - TABLE 2902. 1 WOOD ROOF FRAMING GAS HVAC & WATER HEATER A5.4 Wall Sections & Details ASSEMBLY W/OUT FIXED s A6.0 Door, Hardware & Finish Schedules SEATS, STANDING SPACE 5 NET 91 SF 18 1 TOTAL OCCUPANT LOAD = 123 OCCUPANTS BUILDINGvCODE ' v .7Z STRUCTURAL FEMALE - 62 OCCUPANTS MALE - 62 OCCUPANTS BUILDING CODE EDITION: MINNESOTA STATE BUILDING CODE 2007 z S1 .0 Partial Foundation Plan WC = 1 /75 OCC. = 1 WC WC = 1 /75 OCC. = 1 WC - INTERNATIONAL BUILDING CODE 2006 (MN CH. 1305) z S141 Partial Foundation Plan > BUSINESS AREAS 100 GROSS 61 SF 1 1 LAV = 1 /200 OCC. = 1 LAVS LAV = 1 /200 OCC. = 1 LAVS s S7 .2 Partial Roof Framing Plan Z p - MINNESOTA ACCESSIBILITY CODE (MN CHAPTER 1341 ) i DRINKING FOUNTAINS - 1 /500 OCC - 0 DF'S INCLUDES ANSI 117A 2003 s S1 .3 Partial Roof Framing Plan Q w KITCHENS, COMMERCIAL 200 GROSS - 17 1 SERVICE SINK - 1 REQUIRED MECHANICAL CODE -EDITION: MINNESOTA STATE MECHANICAL CODE 2009 (MN CH. 7346) ' S2.0 Foundation Details 0' z ACTUAL FIXTURE COUNT - INCLUDES 2006 INTERNATIONAL MECHANICAL <. S3,0 Framing Details O r' TABLE 503 FEMAL MALE & INTERNATIONAL FUEL GAS CODES) S3. 1 Framing Details Y BASIC ALLOWABLE: 6,000 SF 4,963 SF WC = 1 WC WC = 1 WC & 1 UR d . ELECTRICAL CODE EDITION: NATIONAL ELECTRICAL CODE 2011 S3.2 Framing Details LAV = 1 LAVS LAV = 1 LAVS i `: PLUMBING CODE EDITION: MINNESOTA PLUMBING CODE 2009 MN CHAPTER 4715 S4.0 General Structural Notes ALLOWABLE WITH SPRINKLER: 18,000 SF PROVIDED ( ) PROVIING DED FOUDRWIKNS WG WATER AT SODA FOUNTAIN ADDITIONAL CODE EDITION: MINNESOTA ENERGY CODE 2009 (MN CHAPTER 1323) MECHANICAL Z Ljj On 0 MINNESOTA FIRE CODE 2007 (MN CHAPTER 7511 ) M1 ,0 Roof Plan o a TOTAL OCCUPANY ALLOWANCE 123 SERVICE SINK - 2 PROVIDED - o ADOPTS JNTERNATIONAL FIRE CODE 2006 M1 0 1 Roof Pon U ) n C4 1 i DO oN a M1 .2 Ductwork Plan SCOPE OF WORK REQUIREMENTS GENERAL CONTRACTOR BUILDING DATA : OCCUPANCY: USE GROUP A2 M1 .3 Ductwork Plan z ri W 3 CO,NSTRUCTION 7Y�E�.- -.� ._.�._VB_., ._. . .. ,. � _� ..�,_. ._. ._. .. ._. _ M1 .4 Mechanical Piping Plan Q z C, a S FULLERTON BUILDING SYSTEMS ( PREMANUFACTURED SCOPE 0 F WORK ' ',NUMBER OF STORIES: IBC, TABLE 503 ALLOWS 1 STORY - 1 STORY IS PROVIDED M2.D Exhaust Hoods a 3 (� M3.0 Details Z y w = • BUILDING-HEIGHT: f8 -9 7 J2" (MAIN BCDG. PARAPET) - in W cD BUILDING SYSTEMS SUPPLIER) SCOPE OF WORK : M4.0 General Notes O °1 = 1 . DESIGN AND ENGINEERING SERVICES : NOT INCLUDED IN FULLERTON BUILDING GROSS BUILDING AREA: 4963 "GRO SR S FROOF CAP ELEMENT) M4. 1 Schedules O W > COORDINATE WITH STRUCTURAL ENGINEER DRAWINGS REFLECTING MATERIAL & FRAMING SYSTEMS THAT SYSTEMS ( PREMANUFACTURED BUILDING BASE BUILDING: 4,694 NET S.F. FIRE PROTECTION U 3 a O FULLERTON BUILDING SYSTEMS WILL USE IN THE MANUFACTURE & ERECTION, OF ITS PRODUCTS, SYSTEMS SUPPLIER) SCOPE OF WORK • LIFE SAFETY SYSTEM • FIRE PROTECTION PLAN - Provided by Others z V) U PLUMBING 2 . MATERIAL AND EQUIPMENT PACKAGE THE FOLLOWING UST IS TO BE USED AS A GENERAL GUIDE AND DOES NOT REFLECT SITE EMERGENCY LIGHTING: X YES NO C� .="_ g - SPECIFIC REQUIREMENTS OR CONTRACT CHANGES, REFER TO THE CONTRACT DOCUMENT 1 a P7 .0 DOm85tiC Water Piping J • x = EXIT SIGNS: X YES NO DRAWINGS FOR SPECIFIC INFORMATION. 1 P1 .2 Waste & Vent Piping Plan THE FOLLOWING UST OF TIIJ4S ARE INCLUDED IN THE BASIC FULLERTON BUILDING SYSTEMS MATERIAL FIRE ALARM & SMOKE DETECTION SYSTEM: X YES NO AND EQUIPMENT PACKAGE FOR A 2009 SERIES McDONALD'S RESTAURANT WITHOUT A PLAYPLACE. 1 , ALL SITE WORK. P1 .4 Underground Rough-in Q e = 2 FOUNDATION, FOUNDATION INSULATION, FIAT WORK. (NOTE: IT IS HARDWARE: X YES NO IS IMPERATIVE THAT THE I P1 . 6 Overhead Rough-in 1 . ALL ROUGH COLUMNS CARPENTRY INTERIALS 10 INCLUDE; EXTERIOR WALLS, & PANELIZED CONTRACTOR PAWL SUBCONTRACTOR PAY SPECIAL ATTENTION IN COMPLYING W/THE FIRE SPRINKLERS: X YES NO 9 PREFERS, COLUMNS & FlRE BLOCKING O REQUIRED. INTERIOR WALLS, AS I & 2'z6' FOUNDATION DRAWINGS, GOUDLE CHECKING ALL DIMENSIONS, MINIMIZING SURFACE a P2.0 Domestic Water Isometric PREFABRICATED STUD WALL SECTIONS FOR ALL FULL HEIGHT PARTITIONS AS INDICATED V VARIATIONS & INSULATING ON THE INTERIOR SIRE , THE FOUNDATION WALLS. DRAWINGS, HEADERS AND COLUMNS AS REQUIRED, STUD FRAMING ONLY, FRAMING FOR VALENCE 3, ROOFING MATERIALS AND V+BOR, INCLUDING CURBS, FLASHING, VENTS & ACCESS I P2. 1 Waste & Vent Isometric =p 2 a o o 1 a ao WALLS & RESTROOM CEILING EXCEPT SHEAR WALLS, ALL INTERIOR SHEAR WALLS WILL BE COVERED LADDER, 3I IQ (is a_ • o " c ON ONE SIDE WITH 7/16' OSB, 4. MECHANICAL, ELECTRICAL/UGHTING, PLUMBING, PLUMBING PENETRATIONS, DESIGNER OF RECORD P3.0 Details g _ _ 2. ROOFING SYSTEM; JOIST & ROOF FRAMING. HVAC FRAMED OPENINGS (SHEATHING AT 5, EXTERIOR WALL INSULATION, ROOF CURB INSULATION, ETC. (FULLERTON WILL INSULATE P4.0 General Notes DISCIPLINE: O a= PENETRATIONS TO BE CUT AS NEEDED BY HVAC INSTALLER OR GC), FLESHINGS AS NEEDED TO ALL HIDDEN CAVITIES). _ o SEAL PORTION OF BUILDING SUPPLIED BY FULLERTON (OTHER THAN THOSE NEEDED UNDER 6, INTERIOR HALF WALLS (NOT SPECIFIED BY FULLERTON), COUNTER WALL(S), SOFFITS, ARCHITECT: Reprise Design, Inc 12400 Portland Avenue Burnsville, MN 55337 4 3 P4. 1 Schedules FINISHES) SUPPLIED AND INSTALLED BY OTHERS EXCEPT ON THE ARCADE TOP, ROOF WILL DRAIN MENU BOARD VALANCE, DINING ROOM VLANACE (PER ARCHITECTS PLANS), REST ROOM Brian R. Johnson (952) 252-404 ELECTRICALLicense Number.Number. 18050 TOWARDS THE BACK OF THE BUILDING USING SINGLE SLOPE TO CREATE A SHEET DRAINAGE SYSTEM AND VESTIBULE CEILING FRAMING, SPECIAL FRAMING, FINISH CARPENTRY, INTERIOR SILL ELIMINATING NEED FOR INTERNAL ROOF DRAINS. SOFFIT VENTING, PARAPET, FLASHINGS, AND METAL TRIM, BLOCKING REQUIRED FOR ALL FIXTURES & RESTAURANT EQUIPMENT. lilt E1 .0 POS Riser Diagram ® " _ CAP FLASHING ON ALL PARAPET WALLS TO BE SUPPLIED BY OTHERS. 7. ALL INFERIOR FINISH WORK INCLUDING FLOORING, CEILING, PAINT & PAPER, INTERIOR CIVIL Londform 105 South Fifth Avenue Minneapolis, MN 55401 a t2 - 6 X = e PX EIIJ Rough-in Plan 3, SILL SEALER, EXTERIOR CAULKS AND ADHESIVES AT FULLERTON SUPPLIED AREAS (DOES NOT DOORS & TRIM, FRP LABOR & MATERIALS, (METAL WINDOW SILL TRIMS SUPPLIED BY Christopher N. Coil (612) 252-9070 ; = 'e INCLUDE AREAS PROVIDED OR INSTALLED BY OTHERS), I.B.M. INSTALLED BY GENERAL CONTRACTOR License Number, 46224 El *2 Rough-in Plan 4. DOORS AND WINDOWS; TWO PRIMER COATED 40-0'0-0' EXTERIOR DOORS. ONE Y-O'z7'-ow 8, HARDWARE AND PAINTING (FINISH COATS ONLY) OF FULLERTON PRIMED EXTERIOR METAL E2.0 Lighting Plan " - HOLLOW METAL EXTERIOR DOOR W/ HINGES & WELDED METAL FRAMES, FULLERTON SUPPLIED DOORS. EXTERIOR DOORS, WHERE SCHEDULED, TO BE PREPARED FOR DETEX DOOR STRUCTURAL, Voigt & Associates, Inc 4635 Nicols Road Eagan, MN 55122 9 9 DATE ISSUED Y 05/08/12 WEATHERSTRIPPING TO BE INSTALLED BY C.C. WINDOWS IN TWO DOORS, HARDWARE, ACCESSORIES, ALARM & HARDWARED (DETER SUPPLIED AND INSTALLED BY G.C.) FULLERTON SUPPLIED Paul W. Voigt (651) 686-7727 5 E2. 1 Lighting Plan PLUMB REVIEW OS/31/12 /�THRESHOLD (INSTALLED BY OTHERS). TWO DRIVE-UP WINDOWS BY READY ACCESS. SERIES 275, WEATHERSTRIPPING TO BE INSTALLED BY G.C, License Number. 20705 MANUAL WINDOWS IN CLEAR ANNODIZED FINISH W/INSULATED GLASS. 9. SIGNAGE, E2.2 Electrical Roof Plan STRUCT REV 06/05/12 5, FILL BOX MTD MODEL #97-1959-9 (FLUSH MOUNTED). 10, SPECIALTY EQUIPMENT. - MECHANICAL: Dunham & Associates, Inc. 50 South 6th Street Minneapolis, MN 55402 E2.3 Electrical Roof Plan 6. EXTERIOR FINISHES APPLIED TO FRAMING AS FOLLOWS; FULL HEIGHT VENEER ON ALL EXTERIOR 11 . TRASH CORRAL GATE POST AND PIPE BOUARDS (ONLY IF FULLERTON SUPPLIES TRASH Gregory M. Steinmetz (612) 465-7550 CITY REVIEW 06/29/12 n WALLS-PER REQUESTED FINISH. INSIDE OF PARAPETS WILL BE COVERED W/UNFINISHED 7/16' OSB, CORRAL AND GATE) Ucenso Number. 25404 E3.0 Rough-in Schedule CITY REVIEW 07/17/12Q 7, SUPPLY AND INSTALL STEEL SHIP LADDER; LADDER TO BE PRIMED AND PAINTED BLACK ONLY. 12. TRASH REMOVAL AND DISPOSAL FEES, E3. 1 Notes & Details B. GLASS & GLAZING SYSTEM BY ACCEPTED GLAZING MANUFACTURER, INCLUDES 1/4' TEMPERED 13, TEMPORARY UTILITIES. PLUMBING: Dunham & Associates, Inc. 50 South 6th Street Minneapolis, MN 55402 0/O REVISION 09/24/12 A GLASS DOORS WITH CLOSER, PANIC BARS, LOCKS & THRESHOLDS, 1 ' INSULATED GLASS WINDOWS 14. GUTTERS AND DOWNSPOUTS, Gregory M. Steinmetz (612) 465-7550 E4.0 Wiring Details IN EXTERIOR WALLS & VESTIBULES, CLEAR ANNODIZED FINISH THROUGHOUT, CONFIRM GLASS AND 15, SOFFIT ® FREEZER/COOLER License Number. 25404 McDONALD'S PROVIDER WITH MCDONA 'S AREA CONSTRUCRON PROJECT MANAGER, 16, ROOF FENCE AND MOUNTING- VERIFY WITH McDONALD'S PROJECT MANAGER. E4. 1 Lighting Controls 17, G.C. IS TD UNLOAD FREZEER COOLER ELECTRICAL Dunham & Associates, Inc. 50 South 6th Street Minneapolis, MN 55402 E4.2 Split Utilities Distribution DRAWN BY PSH ,NOTES Jay D. Rohkohi (612) 465-755D KITCHEN EQUIPMENT 3 . ERECTION SUPERVISION AND LABOR : ALL TRADES ARE RESPONSIBLE FOR THE COORDINATION OF ROUGH-IN'S W/FULLERTON License Number. 23434 CHECKED BY JMH FULLERTON BUILDING SYSTEMS WILL SUPERVISE AND DIRECT THE WORK USING OUR BEST SKILL BUILDING SYSTEMS WALL PANEL LAYOUT SHEET, TO AVOID ANY CONFLICTS W/WALL STUDS, K1 .0 Kitchen Cover Sheet AND ATTENTION TO CONSTRUCT AND ERECT OUR PRODUCT AS DEFINED ABOVE. SUFFICIENT ANY CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, STRUCTURAL McDONALD ' S CONSTRUCTION PROJECT MANAGER K2.0 Kitchen Equipment Plan JOB N0. 11347 SKILLED JOB SITE LABOR, EQUIPMENT, TOOLS, MACHINERY (INCLUDING CRANE RENTAL) AND ENGINEER, & A FULLERTON BUILDING SYSTEMS REPRESENTATIVE BEFORE ANY ALTERATIONS TRANSPORTATION WILL BE SUPPLIED FOR A 5 DAY TARGET SUBSTANTIAL COMPLETION, ARE MADE. BEARING WALLS SHOULD NOT BE ALTERED IN ANY WAY TO MAINTAIN STRUCTURAL MANAGER: 1<2. 1 Kitchen Equipment Schedule INTEGRITY McDONALD'S USA,LLC Ray Croaston 1650 West 62nd Street Midwest Region (952) 486-4157 Bloomington, MN 55431 Ft1 ■ O /'1 % / p I ITS LLEANOUI % STO NV=955.00 D / / �GPS/ I. PPE MATERIALS 5TS 0.UCTURE C7.2 SMEARY OP CLASS 52 UL j STRUCTURE ] SANITARY SEWER PVC SCHEDULE 40 4\V=955.00 I CREASE TRAP SERVICE PVC SCH50 .E 40 .-� � \ STORM SEWER PVC 50HEOILE 40 5TS SCLEANOUTTRUCTURE / / \ RCP CLASS 5 SiRUCtI.RE \ fDPE DOUBLE WALL =955.00 Y D/ - _ \ ?. CONTACT I1-IJ1Y SERVICE PROVIDERS FOR FIELD LOCATION Cr SERVICES 72 HO125 12110N SYSTEM PRIOR TO BECNN SE J a TOTAL STORAGE 3. LOOROINA7E WITH PRNATE UidJ1E9 TO PROVIDE ELECTRIC, NATURAL LAD, AND E / \I UAL S C A CO`CLULATILtS 9ERVLES '0 BUS TO Z m G / 4, PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE J G� i\ OU'RNL UTLItY NSTALIATION. Adz E If deedN \ I 5. PPE LENGTHS SHOWN ARE FPC1 CENTER OF STRUCTIF TO CENTER OF STRUCTURE F / D. / \ -`bI \ 02 END Or ENO SECTOR /! // IF \ \ ' i \ fib' m w w m r CB b10B ] 6. ADJUST STRUCTURES TO FINAL CRAM WHERE DISTURBED. COMPLY WITH RC-OUREMENTS RM o963.14 3 \ � OF UTILITY. MEET REOUREI'ENTS FOR TRAFFIC LOADING N PAVED AREAS. m 4 z z NV .SB.27 � .�iw d,r 41 IRS 4• SUMP _ 1 \ .I:, 7. NSTAII. TRACER WIPE WITH UTLNTES WITHIN THE FLECK RJORT-OF-WAY OR BASEMENTS, ry a N ry 0 1 DIAMETER ` \ i jIf I/ 19 ^: R-3250-A Be CONTACT CITY GF PR102 LAKE ENC1N'=EKING DEP0.2TnENT FOR INSPECTION 0r ALL IF PI UTILITY WORK AND STPHOAR09, ry rv \ \ n N R ry ry ter° D _ 7 LF--24' HOPE 1502ADON 72 'F -E) ,r✓ / : CLEAN TOPS I� ® 090Y. \ROW 3 6' PV4 lA 4 CONTACT CRY OF P2102 LAKE FOR WET tPD WSPECTION. LttY WArERri1N m - - -f�- Y STRUCTURE D / � . '1' ' .i \ j ® O.ObY ] tH b101 _ 5H/r00WN4 REOURE A MNT4R1 Or 48 NLV29 NOTLrE, WATERnAN SHUTDOWNS t415T STS CLEANO)- If 7 L . 4 RCP=96430 §$, BE PERF02MIED BY CRY PERSONNEL ONLY. STRUCTURE IBM C ]3 Nitd.=958.0 y�j 1 e146= L40 �'fl WITH 667)(6' RIM I FRI I © L�ON�i. W M=955.00 � 10, MANTPN 8 FEET OF COVER ON WATER C OO -\ =955.00 \ 1 .''I 46IdAd4 OIA ET I B - b 48' DIAMETER II DEFLECT WATER TO SANTAN E NCH M RLfi1 OUTSIDETO SEPARATION A SEWER CERTIFICATION N - II MLi giO2A `_ R-R91-FL LROSSNGS AS NECESSARY. CENTER PPE LENGTHS 70 PROVIDE GREATEST SEPARATION s / // 4 b RM=963.52 3 I 1 I BETWEEN JONTS. I Ie*eby ereTy nm Ntv ersKnrc �- �- b' � ND dm=rn vav VrOsrd by ee rc u:lr D \. Z7 LF. ��/",1/ 1 PA. 95B•2z 1 55 I i 16'-IL25d SEND R CONTACT OF 21 PUBLIC WORKS OEPARTM NT F� FLUSHN AND c drm wd aymvm W Nx / B' PVC - \ � ` - N'V=9. 2 \\ _ ,/ "�. I I C7 QET POOR LAKE - 1 a e di.y Land Prolnwrd i \ 1 \\\ �� ® PRESS.RE LEST N$?EC1K1N5. br 4n. oT ale Svav D I.00I " \ $ LF CGNJ-Ci TO E%ISTCJC ^ Ef a,r r \ � r16" LF 8 wC � \7 ROD Z-F 8 HOPE I WITH 13 R' WET TAP D ./� 1• © L00" ~ . I - IS It1 AND VALVEI Fee U. PROVOE 4-MY.N RkTO FOAM NS111.ATION ON SANtART SEWER Ik59 THAN 6 FEET DEEP. U I6 .\\ D 0.40Y G \ - i,� - I q G \ 36 LF 12 Ry'P I I WT I M. BRNL WATER L D SEWER SERVICES INTO ONrEiC PE2 STORM SEWS DRANINLS. p i / 21 \ Y '' �. - - - 18 MFaIv T07� ' d \ 0 E0 2 I 1,; p v AND ROTE BVLONc STORY DRAINS AND LOHEGT t0 StORM SEWER MAN40.E. Lc+•l ' / LWi ;WYE RH'1=A63�52 1 3 CORP62A71 I 8'X6'I2E I5, CONNECT TO DOWNSPOUT WITH TRANSITION iG 8-NCH PVC AND ROUTE TO STORM GTY6TOFTTiN N CALL., 1•L 96124 S P.L=9543S y. ,� LF.-IBM LP STOP I SEWER, IJGENSE INO. 46124 \ NV g6055e\I W PL-958:2fi �. ® 0 1 GATE: o5/T/2DR D .: 19. , .E " -� 9� \ NV 958.26 i I 5 646 TE= 16 RRDATION SLEEVE TO BE 4' SCHEDULE BO PVC N DRIVE ASS BURIED 24' BELOW \ 6 4''�SlATP VE� / j CRAPE, SLEEVES TO BE LOCATED AS SHOWN ON PLAN. EXTEND SLEEVES 3' BEYOND III / G�' \ `,_ f SITE 01RY 40 PIAMCTER �1 {�..-2' THE EOCE 0r PAVEMENT, (C0020AATE WITH VACATION CONTRALi02J \ . \ L eUlDNG 02AN Ol3 TRENLNHG`(TTP) R-1792-FC I ''H STOP & 60% SYSTEM (RID A) J \ q . : POST - � \ \ NV=961.6] 1 2 SAN SEWER fBi - 1� \ I R THE PRIMARY ELECTRIC FEED, TRANSFORMER, AND METER ARE FRONDED AND INSTALLED &LONG DRAN f.-T l \ - 3 RM ob5 q0 Q B 0- L`DICAT02 ( \ BY XLEL EIERCY. THE TRANSFORMER PAD DESIGN 6 FRONDED By THE UTLITT AND D , . -_ \ \ SYSTEM PA`,=950.55, D.' p G VALVE11 .1 I CONSTRUCTION l4 8Y TrE CONTRALT02, CONTACT UTILITY FOR PAID PETAL. i E III MF. A 10 NV=4551 F. < \V'• Lp � v� IF FRI IF \ II r 11 � o I I CONTRA�pR�CiRIC R1D CONDUITS SHALL Be INSTALLED BY THE ELECTRICAL PS' n111G L 9 200X � 16 S C8 `g107 C] - .- ® B COORDINATE WITH ELECTRIC CONTRACTOR TO PROVIDE CONDUITS AS NECESSARY FOR E \- ' IOC F -S PVG 5t S � �I D ( D SAN SEWER \ ..RM=96262 D SITE L41MINC. PROVIDE 3/4' PVC CONPUT FOR ALL PARKN'G LOT LIGHTS AND 1-1/24 fe" " (1L1T 1 C,'( P \ Mc00NALD'S pry=959.83 0 100) ' ,,`\ a NV=95958 <D upA. 1 t'I 1 PVC CONOU7 FOR ROAD SIGN SEE ELECTRICAL SITE PLAN FOR ADDITIONAL ( FORMATION, 81 �' - / D I - FFE=967.65 ePI >B IT w ?7^, OAMEtER " � i FI1D fPrj \l A `, (ttP) 1 p R'-3250-A . 'L: I I CENTER PONT ENERGY WILL FURNISH AND INSTALL GAS SERVICE PI FROM THE o � N : D �� .:�/ {, B LF.-4• PVC - lV1ERGEPfOR r .7 B p i I 19 pU61u � Gt GY , , \ [�• MAeLy.EF TO THE METER GAS SERVIC= FROM THE METER SHALL BE INSTALLED BY THE a 5Z m �� •I P F \ ® 2.00YRM=966.80 \ D L0, SP 6'-90d eEp9 'n 5 �v MECHANICAL CONTRACTOR, 0 3 o H L0.�'�6h \ \ SAN SEWER 23 NL=95463 PING [ i 1 ,= RIF Qp•IS465.29 - \ \ INN=95465 29 LF L NV-959.4E �G RITE C `5• COORON'ATE WITH I-ECTIANLAL AID ELECTRICAL DRAWINGS FOR LOCATIONS OF SERVICE o �i _�✓ EK W=%2.21 '( i \ 6" PVG,% S LY/ _ 20 p F y a W 1 ,O 60 5 PA:460.10 c \ i8 CONNECT TO / CONNECTIONS AND CONTNJATIGN OF SERVICES WITHIN DULONC. P 27' ONkTER \ 1 COO.. P� @ O' LW=959.P0 kkkit III Do D " • R-3250-A \ \ \ 6H 5 ® 6• - EXISTING MANHOLE / / I tF 1 Red .� \ O \ - �\ _ 6 - J PN� \ 6yS AT NVRIP" IFLI / O . G� 21 COORONATe TELEPHONE WITH INTECRA TO PROVIDE TELEPHONE 5E2VICE. CONTRACTOR ( N 4a.. - F �\ yq1' i / / J / �//"",��+J / �B G TO PROVIDE AM INSTALL A 4' wl CONDUIT WITH PULL STRPIC, SWEEPING BEN75 ONLY \„� \Q \ rA3rod '\\\ 13 LIFE 6 PVL � ; II pp \ L (4 III PIPE BEOONLO'g -, ' �>.'""'+•�jm � - /,` RII'I- �'CI.S -1 rI (N090 DEGREE BEN05). F20Y PROPERTY LINE TO THE Y � � Ndo Q / \ - OLOOY. \ 51TE•URftY F \ 1 tr �,,' \ \. (TYP)-16 D Tv ! IE=a56 a - n.f QG1 22, PROVIDE CONDUITS FOR CABLE TELEVI410N AND OTHER ELECTRONIC COTSUNCATI'JN. 1 zC � � a \: ); o j \ raENCHr+c RIM- . F 2 *1UP \ !I u\ 2K - - SAN E C72 (tYP.) --- - ( /. ?n�� IE 'IJ2 O -;:1� 23 EASSI.1-EO R TOM TPN{ AND iGM PLANS P SLABTARE OE9CN.k0 0 NMIDLE ALLERIOR CREASE IN'TiERCEPTOR ELOAD'v:G50tNCLUJNC " API "" Wwe � `2, / \ J -- '.� . -WITH 6\6 WYe „ 6'>t6, WIFE f -I-If I ' / Cp �j. 7 �-` � TRAFFIC AND SOL THAT MAY LEAD TO STRUCTURAL COLLAPSE. THE TANK MST BE ,�\/ q� NV FIR, FRIRII�959.De - =954J2 SAN LL=ANOUf / / I - P201ECtE0 FROM FREEZING AND MUST LLMPLY WITH ALL LOCAL M9 STILT CODES. kzjpl YY,, RIF \\ \ /F. / - \ -q5 3 N IPE 8CD].NC f72 p�I'� E 7 I ` 42�` / ' / 24. ALL JOINTS ANJ CON^1'-CTIONS N THE STORM SEWER SYSTEM SHALL BE GASTGTII 02 � 6� rHnr woofPIE\B_ODNG y G de t \ (NIP) I / � '-'- ��-- WATER TIGHT- APPROVED 2E51F RUBBER JOINTS MST BE USED TO MARE ¢ �\ \ (TMP) I G G ra '4I . IFFI, I )Ade/ / 4-, CJ (' � \ 18 SifE UTILITY C'J 6•'LG,S-y CGMELT TO / `I n\/ � t; WATERTIGHT CONNECTIONS TO MANHO=S, CATCH BASINS, AND OTHER STRUCTURES.4 � /'� o ° anp � \ \\ ® G \ dRFe I l.�. \ i TRENOSJC (TYP) 2 ®M E%SPNc T1ANi0LE / ,...-!�`~ 25. ALL PORTIONS 0r THE STORM 9EukR SYSTEM, LOCATED WITH ID FEET OF THE V1 �p ig N � � I. v \ \�-`i :� 5A5=. \ \ = / i 6' At NVd550.26 / -.�� '� C� BUILDING OR WATER SERVICE LIE MUST BE TESTED IN ACCORDANCE WITH MME50TA ^ oOc+ r � � Z \ G .�1 >vi \ RULES. PART 4715.2820. \ \G ' I _ _ e: : r C7.5 ,NYD2PNi '_� C�.5 (2) 6'-45d BENDS IT �•-1.1-7 RI -a5 .s I•�1 � � F do" 16 NSTALLATIO FIAEH tID1 1 ZI � 1 1=-a466( 'J) 26, UTILITY AS-EIA.T PLAN WILL BE REINREO, 71E AS-BOLT PLAN SNAIL FOLLOW THE a � p � \ '. _ 1B 1� fP5' i3ODI RIM=9 8�8J ' ,// H File� SQ�PP15) =a45 2(`a:) a6auREn_rrs OF sEcrlw to of THE PUBLIC WORKS DESIGN MAMJAL, oaoa � a Ir - /� ,q, % " I RI�I UPS ( Y / / z F�O� ' I� =a43 I( C� :' ' 27. CONTAAC TOR TO CONTACT TFC- PRD2 LAKE ENCLEERPJC DEPAR1MENi AT 952.447.9830 CR t y �, lg t7.1 d103 L)2 0 1 ✓ , U 5 F 1E=948.5 N E \ PER TO COORDINATE INSPECTION OF UITIF MSTALLATIO 5, CITY INSPECTORS REOUI A 0 \ RMJ-966.s6 a ) ded PPID NfP ,� � ,,,:._ / / nNauM OF aB HOURS NOiICY. `r �` ,U o If FII, \\ s N`x'-�nQ.00 / 1s e INF6 E�t•AN . �11 PER p� / � , o � ;l 5H5fETEa n^ I \ - DP)a RPD RKI"G E1Jj SODS � ~ no \ \ . ` \\ � c�� pc / H (2) -45deENDs R. \ � \ `� E55GPPEPSEa? 316I /j, / Q g � dg � $ a z o \ PG� IF E r_,Z� / / SITE BENCH ARK: 5III Q W t GD O i ' F \\ DP c1H (I TJDIree -" / TOP NUt OF N2E HYD2ANT 4 3 rs g � \\ t T� a I 10 I \ \ DU ram/ `,, // /_ U LOCATION: NORTHEAST QUADRANT OF HCHWAY NO, L3 AND WE HAWKS AVENUE < 4 �z N- ,u rn O \ \ O F ' \ - i f�% / / / _ See ACROSS HCSNIAY 0 FROM SITE. N IF 0 Sg g z `^ z I IF\`. U Well Tn I \\ / / / �fj; / ELEVATION = ITIGAG INAVO 88) Pip u ■ \ . Jn I \ 2U5 a7 > C72 IF IF CIS A'104 �I _ _ \ / // / � � p RfT=9653 \ \ \ NV=460.2d � \ �Ca / / / I AS-BUILT PLAN REOURED : NEEDS TO FOLLOW SECTION 10 OF THE PU IDUCde 48' DIAMETER h \ / / WORKS OESICTN MPN/AL PI TO ISSUANCE OF THE CERTFICATE OF OCCUPANCY. \ f R-3250-A''. I RIM =a62.s Z Z i )' sto RIM=a6s a \ 3 0 .Y I y . '!I' ` i } �' i2„ / ' NCB IF / RIM °65.5 \ � ) . .,. / f �' 0' ) \ y :FARo, / j°• 1 / / t IF ;F6� P pa Rd PP ed Red IF Iff / \IF IF\ OF IF.J-+ F / yn f-] RQPT=963.87 \ % % \,I If Feed" 27d DIAMETER \ `THIN , - 11s� \ \, / G�P210�/ / / Ln N J \J !>y1 f S -EVII,'f ) \ I \ ' �Q- / ' } IF de Ilkfy - < ti / ga - � \ \ , \ \\ � / j/ Q ® NORTH From Site toFHnhh ® s M s F o / 0 F / / p 105 South FifthAvenue Tel: 612-252-9070 Nal IE =a60.2(N) \ \ Kr1aW WIIOf'S B®'�W. li'M i \ IE -a56,5(5) \ \ \ ' / / MlnneapDliv, MN 55401 Web: iendfonn9net FILENAME: 04a1MCA110.DW0 5 \ IE -a56.5(s) \\ O `� l - _-_ / ' / / Call before You dig. 0 20 40 p ` � \ • -�'"`\ / / PROJECTNO. 412-109 r:11 6' CURD FND RD ER J L3 O r6' r0' i0' r6' SLOPE OOWN - ' Q 4 ° <i OPE C9414 LJ 2 F / \ 3' NOSEOUR9 ] r Cl i 3' NOSEDOwN ° e - V u Q e N g 3) CVRB \ 1 O x a � a pppmpp°o°o°o°o 0 TR --. St °O°p°o°o°mopop e- PROVDE DETECTABLE �( % a M < WA2nTK PER A.D.A 4,7.7 ^ w u r 04AIN TIE •6'. . r6' • wAt% s \ w z Q _ FULL BED GF MORTAR BEn''EEN AND A cum ry N 6' CCEL 2 (04 TIE OUTSDe OF RNCS , � R['1-964-.0 WALK WbTH PLAN VIEW 3 `" •.- _ TIUM OF 2. FIAXrtAT OF 4 %VARIES Ft E PLANS _ yr�rac[ _ • . CONCRETE ADJrSi RNGS. E I > PRECAST afK CEO CONCRETE SLAB rx• M° , yrx rm[. mwe `•Y ' . r i . .•AA 6' CONCRETE CIF2B f,].I CONCRETE Ar PLAN VIEW OF PERPENDICULAR RAMP CERTIFICATION I SDEWAIK CII DETECTABLE PLAN VIEW OF DIAGONAL RAMP 1 4 sby ratty awt Ila "mtrty 4 WARlTC - m us[oiruti awwrnt vw yrOo-N by m o- um am w a,[y ar.a f Ixt .wrr..e� rd tbt ]9 1 rn . duly Lcrmea va ofTi rtl 6' MN. /VMSOEES"S' EE PLAN 6' MN. O1 Erymec Wrr [br k.a rT tIe Smote ACCESSIBLE CURB RAMP - TYPE B of nmorlp. 05' NO SCALE _ �, .' :... IB' PIPE! wr m rc.rt.w run © N✓=958.L9 ° Vf12 CREST 960.70 _r y., _ y-., ..y._ y. - [aern[ .w ��Y CHRS;OFFER N. LLLL IIy ab /.-t ^T DOME SECTION to Pau \ 6 I �- 1=II 5.1�...-T yy..,y,��yy, ,�'•.��T1"T_ `(`'`fj{1('"��J�� Yi l l I .. . . . _,.-SECTION• A-A . . _ A000 LkENSE F». 46Y14 —III—III—I I r III—III—I I- -III— I I— III—I I 3' ORIFICE �mr nJ OPTE: p5/'1/Z011 NV=95965 1 ALL we TO CAN;IT wmu •r .Is . rt.w tIO sm use �ItI AMITC) n[ rwran M� smc v DOME SPACING SECTION VIEW B+B Ta''� it a�o[:'m- VARIES SEE PLAN ^_..�.:j •u _It" COAST & mus O�..p-.Imo® � mot 6' OR" 11E \ BU10NC NOTT�s Ix cum t as njn, s[mc I ELEVATION OF RAMP (t TIm A pie rt,m.2wc I C 6' CURB CI.I NV=955.00 f1 P^E AND CUTTER 9 WALL Mra c n,x m.[lu[,m an uoatam i tau rmnn aim uewm ,p mn.y n,x ,ws "' NV=95450 L�i ' URB vo uo wwm rluxs r a w ant ¢ rem rw a uvnn rm or mrnn[M oa [verctc Dube av artm nc ys 5 1 D-cTECIABLE ,K[ `imn a un'a: mm�uni m TRAILS"a wmz w u,�i w� rym maa ram, u[,wipsm [ puq A O 4 WARnNC eat �aa u si p .05' •%.X% \ m eoTi rvsx w,wu. uanp u m. o p be ITT Ff% aJAQTm LK Auuts wtm® Moto savi"n MOaxvaw,ic wuimuiw�impsiwtris s�cm.up ui';m Odin a'nsu"aa'crlmo &V ALLLOOM AT ,2 o � z q y4PROVDE DETECTABLE CONCRETEWpmF 'iwra'�'� rm r Mary mots +w a .rtuuc mwl ,wt nc mssuux wsnicuwt PROMa WARNNG PER ADA I RIBBON CW9 1 �t 4.7.] utw[it, [ Du vu ie wxo ry io lam ITT:W W _ ,pi+ N 5ECCEIIENT iu' N��a ° , momar. a . t COADIT cam . Of o61 � TRANSITION �p L,1 3' NOYDOWNCURBFOUNDATION WALLa © ��s FOR we '10 STAY lru amixw. FAmcn, rwm pm .vt ,x[ Tube an rm,x OUTLET CONTROL STRUCTUREto x ""` ° �' � a ,m.ESwa � � ` � nMx w _ ? �. .-.r1 GI xnxwN xrFT620. 2004 ,iM OFPaai,Frll Orl,wmrpxtaTfw W„ ACTIVIG MAU � G M NO SCALE D ro' III-III III-) ( �- I —) -- ;. "� irtit`2a( ,� PEDESTRIAN CURB RAMP "" 7036E Buz " Mw � i . 'S. I — na,[ FOR T,S NUAILAM'm Sol ) a 2 � V w > �'y t1 p _ o IIII IIII i I—I r7A RITT OVED PLATE # g � J � " " �L, c]J 6' cuza 5EGTION VIEW A-A —I I I—I I I—III—III 6 07 © CURB SRAND DETAIL TAILFOTRAILS 609 9 AND CUTTER ^ u Royal e � nN A ACCESSIBLE AISLE Q � tRF Tra a ® v NO SCALE a � w o 5 ° ateu � eco torTITTIOUILM m p ��� Q o0od z weir 'tee' Yinle on am[ u Eo eC0$lOfial Di die. DI GIG, U3dla. H1 Hz avcEei CURB RAMP DETAILS FOR TRAILS AND SIDEWALKS modelnD. (ft) (an.) (in.) (n..) In.) Diterslb F[y ACCESSIBLE CURB RAMP - TYPEC NO SCALE �� � s 0z � o 1. 6.00 1-.50 i0I10 120D A.00 iD.00 Plate. aD:00 • NO SCALE eC0$t017II .z r� � o a M482CA4TJ 'N SIT '< o tt N In a3.0. PVC _ WIOTN p .= Wzuui � 7rdat a l 6 nN SEE gcGTlC. TYPICAL �'"ARIBBON CURB CONC, CURB 11 tOP OF L[A2B TOP OF CONVERTER m LV2B SPOUT TO ET a �TER SLOPE II12 ,MA%CUM �- 21 ABOVE GRADE U q qpp � I TiI-��i �L I� I �IIL;;II1-111 III II _., °ate .. � o r I [-n :Ilkdlll - III - 1 -III III II^,,k GUTTER fLOWLIE [0c�� e0[�� SEE PLPt4 BOTTOM OF CURB ELEVATION 45d BEND s wam m A ,py TYPE e AVOID LONG (SE STRUCTURAL) FOOTINON GFOOTING r w tenon �� r cRJC. TYPICAL WDTH4 T+* RIBDON CURB COMIC. CURB VARES 6' MPa i SEE PLAN g R mAs ' _ b TOP OF CURB GUTTER VOTT a,wtivRs >. >i Wz 1/12 MAX ry 5d BEND a C h . . . mumramrii ' - - �f0" '"mTiemc tlJ I� ICIII=1 .L II� IElllmj III„� ICiITIrC11111 ,1-I-u11,1�I IL�I IUIE Ei ro• .6•- - w -,prnu§ IAmeo n SEE PLAN mi Z mTe I-Cray. BOTTOM OF CV2a hrpYarFkLmtl� - Fran.mtARa,�,-...a-ap d>arb�m®+>,+� TYPE A v.l At CURB ucuiTER 5a BEIm ' esa.D'STRFu�L) Q m.mP�mrarsaare•mma+,w,�Gt Pepvoe cerEciAeLE wA4NNc 3 PER A.DA, 4,73 ROW PVC va y LD P-_ SIZE VARFS F) -AN sd wrE m o • ECOSTORM 72" CONCRETE CURB TRANSITION ACCESSIBLE CURB RAMP - TYPE A BUILDING STORM DRAIN SYSTEM d r a z NOSCALE NO SCALE NO SCALE v NO SCALE �7.J{ r 5 FILENAME C703MCDIID.INIG O PROJECT NO. Sd2-/� 49 5q0 p��p5 GG`C55\50, D D C`� P��ODD� R�5� 90� PGDS/ / PLANTSCHEDULE 0� // , / - But CONO, See FEATL S \ STTE0. OfY LLICON NPtE SCIENTIFIC NA1E FLA nT ROD( I'ATVRE 3PEON. DECIDUOUS TREES < may_ /j D (TV) I e REMCW LROEN TNA APE=ANA 2J1` CAL C a \ I - ,REDNOVT Doe SOH % 30W FALL COLOR a �sfs� / j \\ _ Ys • SW'A9 WHTE OAK QERCUS BC0.OR 25' CAL. 9k8 SON X 4" PSOLTYPES 7 i/� �� \\ 9 x SPQNG SNOW ITyl15 'cSeK SNC✓' 2.W CAL Bh8 2YN X IYW FLO: ERE - / / MP ' \ I � i CRABAPPLE W CONIFEROUS TREES r / Q (�j 'A'�� ' \\ I / x CERTIFICATION 7 ��O \ FAT ALBERT P.CEA P.AKENS CLALCA C HT, BhB 2SH K 12W EVEQCXSkN m ` BL.E SPRUCE 'FAT ALBE2V Irrh` r P tare arm o�m W ear, �wR I CONIFEROUS SHRUBS ' en: ltc ,r mm L seAu A; p D LW EE NWi•RItPSM1 4' `?. POT TOM X SW EVERGREEN R�S,\�Oo�p�,p \\3 /� • \� / / -d •I i DECIDUOUS SHRUBS NLYA YEW TAUS % YEUA }I4RA' S GAL POT <'N % VW EVERGREEN ARRE 4 Date 65%//12 MAeur H - 0 a 429z6 (�-. \ \ I Cj NOON FLA9a S'RAEA JAPONICA 2d• Hi. POT 3H % 3W FLOWFRCK qM abet e a d cv rapt tiz eP \ — ANT A rPRA HASH Be Ae Im t( E "Arieq C> y D x AM&A WATERE4 WJT % AT OA 36• tN Ni. POT 4'N % SW FLOWERCL(TYP) � \ � \ \ \ Wl' (cn Ad a arolnSl. u SPREA 'bItHON1' WATERER' \ m PERENNIALS MDDDNALD'S of \ FFE=967.65 \ \ % r KARL FOER CUTFtMA STER CALAMC2P`T6 A I CAL POT SH % 2W FALL COLOR at ({ G / D FEAiIER MO CRABS 'LAQL FCER3IER' El 0 0 � Y U < � (TYP) ' ' \ O p / -•-� (TYP \ \ Soo SESO AA') 11 L00 vsni w r \ — .%r - / —� cassTRucna+ utts 0 (TYP) ( �p \ / ,r^� qwC pCF \ Qff i , Utt LANDSCAPE NOTES I'� 4 \, L CONTACT LTJN SERVICE PROVVERS FOR FEED LOCATION OF SERVICES 72 HOURS PRIOR TO BECTRJNL. s6� wl- w ya.. ' a, 45 r (� . >�N d``,n T \ _ ` / 2. L0020WATE INSTALLATION WRH CONTRACTORS PERPOQMJC RELATED WORK. gig 'n \ �� _ ___ /\ (.� 3. PLANT 11ATERItJ- $HALL CONF02ti TO THE AYERICAN ASSOCIATION OF n'URSE2YtEN STAAIDAROS ArD BE OF NARDY STOCK, FREE FROn DSEASE, a! � E NFESTATION, DAPIACE, ANO MPMRATION. FOR DISCREPANCY BETWEEN TIE IAt3ER OF PLANTS ON TP== SCIEDLLE AID THE M ER SHOWN ',,`1� ON THE GRAY/PC. TIE DRAWvC SHALL LOVEWI. p Lbu o \r / _Of ARC da 4. FLANTW 0.C 5 SHALL CONSSi OF 4 PARTS i0P50L TO I PART PEAT W WI ILS, TH 3 PCWOS OF CO(9TERCWL FER7LIZE2 ADDED PER CUBICoaywu \\ C/ YARD. ,nv you Z ALLRESPREAD TURF AREAS MI 105150E TO A ttNfVY DEPTH OF 4 INCHES, uNO2T ADp111GNAL 7WBAL AS NEEDED i0 BAKE W ANY SH02TFALL, SPD Z r O ALL TURF AREA$ DSTIMDED BY CONSTRUCTION. Uwmo g " � m 6. PLACE PLANTS ACCORDNC TO LAYOUT mm PROPER NO(1NAL SPACNG. (/O NSTALL 3-4 WC14 WOOD f CH N SHRUB BED AREAS. U g INSTALL A 4-F00T CIAY.ETER SHRE00W HAROWOOO BARK Y%A.CN MI4 AQ00NO TREES NOf PLACED W M A S 118 OR PERENr3AL Plly TW^ � {^ � � t- / q� ALL SHRUS BEDS SHALL BE BOOED WITH 6-NCH BLACK VNYL EDCNL (BLACK DIA'10ND OR APPROVE') EOUALA EXCEPT ADJACENT i0 SIDEWALKS Ngu F \ 1 1 � I / AND UT CURBS. g ~c ut 10. LANDSCAPE IRRCATEC SYSTEN TO BE USED TO K'QICATE ENTI2E tYDONAID'S PROPERTY, LRRICAtION CONTRACTOR 10 SUBYJf SHOP DRAWNL t0 wg Wsuvi O / LAN]SLA➢E ARCHTECT PRIOR TO WStALLATIQJ. � n 5 � a,� � 010 0 . r t 1 ;7 / / s o ww � o lu L A P, D F O R M g � p o NORTH FTamSitetDfin h y Z / G 5 z 105 South Fifth Avenue Tel: 612-252-9070 \ Know whafr5 Below. Nem suite 513 Fee: 612-252-9077 L2'1 \\ \\ \ O\ , / / Call betOW YOU dig. 0 20 40 Minneapolis, MN 55401 Web: lendfann.net FILENAME L211MCDIIO.DWG p PROJECTNO. M-109 CI F PRIOR LAKE B I ITW EVIEW INSPECTO DATE PERMIT NO. C.] ACCEPTE AS SUBMITTED ACCEPTED WITH CORRECTIONS AS {VOTED 0 NOT ACCEPTED-CORRECT & RESUBMIT These comments are for your information. All work shall be done in full.,comphance with all applicable building & zoning code requirarrler)ts including items not specifically noted in this reView. K EP THIS PLAN SET ON SITE AT ALI, ME& ar5 � 0. I l'. OW-" G7 � 171� 7� Tom( \� utot. Exca GAS I BILL OF MATERIALS PRGN p 17M 1 QIY OTY I PART MI)o �� .,,_Hl• ._8� ...9x • • 1 i t 7S493 ON WG RELEASE/DNACKET ASSOMY �i O 3 , • • e t t 429062 3A GAL TAW ® • 4 1 t 3 1/Y TO OUTSIDE CP 4 3 4t9337 PW 4 NOZZLE 3• a t t N IN NOZZLE TO CHK glAI 49IMSE • • 7 1 11240944 1t11-20 CM _-- _- - _-- ii " 1 Y t t 17369 SERIES L DETECTOR C05PACKAGE 11 9 4 4 DETECTOR P : \0 B 1'-2 7/5' �•CQ ® 10 3 3 41574a FUSOILE LINK, TYPE KNUDET 2'-9• DE cnON ISOMEiRIC • • • LL DOV ASSEMBLY ylaLuu ,/ t t • 12 1 t STATION As 4 • • Ls 1 t 336m M. WOW A. GAS VALVE t'-1 3/5'4 10 /0 1➢ • • 16 I t 79W7 PULLEY TEE • • 16 B 2 79007 !M ACNATON ANY NOZZLE 1 i t'-1 3/B' 9 Mal THE FLOW NUMIER OF THE NOZZLE DESIGNATION _86 10 3' TO Wi90E OF OPTIONA! REMOTE THE FCLLOWNO SPEgFlICAiIONS ARE FOR ADDITIONAL REMOTE RILL STATIONS %HERE S H N 30 CAI.. TANK Top ELEVATION B 3/5 (422063) W CHASE CODES APPL16 10 4 3�• 1, USE PROVIDING MT CONI7ION MATERIAL PRES FOR EXTRA RAND P PULL STATIONS, 0 2'-6 1/2' ��Y 1/Y EMT COHOUIT. C011PRFS9W FlTIWCS AND P/N 42�25D PULLEY 2. ALL EXISTWO PULL STATIONS NLL REMAIN INSTALLED AND CONNECTED ON --z�sl �' 10 7-E 1/2• ` a 3 Po DLY FASTEN ALL CCNDUIL WHEN BRACKERNO OiASL W 1H£ ATTIC SPACE REGARD 3�• 13/4m( 0M DUMNRHG 1 i/2' FUTURE �N (8Y OTHER TRADES)SUBJECT M1H A TAKE PREGW110N5 THAT EMVL PREVENT C Tiff IT FROM BEING P SVRECT TO DAMAGE NIPPLE AND iW ELBOW 4. ROUTE CONDUIT AS E LCTLY AS POSSIBLE FROM THE OPTIONK REMOTE PULL STATION TO THE LOCA710N (W CHASEWAY) NOTED ON 90 4 1/4' ItTP 3 ONCOMMIT 1I10 BeflOOUT D 7NRCUOR EACHGH SHE EONPYENT 70 THE AUTOMAN PER 'THE -- i f 0 7/e' �� DETAILS ON THIS SHEET AND DRAWN= R02-534-110. F - - 1* _� 4 i/i6' 4S aBow CEMMAI NOT¢ Fat _- _ j—r-__- 111P 1� t. MS NSTNU710N IS TO DE MADE IN ACCORDANCE WTN THE R-/02 UL300 y \�v� INSTALLATION YMIUN AND W ACCORDANCE WIN ALL STATE Mi0 LOCAL COOM 1'-1 3 THESE ORAMNGS MAY HE USED TO SECURE APPROVAL FROM THE AUTHORITY 2 ALL PIPE LENGTHS TO BE FEW VMnM � • (, HAVING JMSDICRDN. ADD 2• tY'PlE TO NY E380N; 4. IT 15 NECESSARY THAT ALL PIPE MTNGS AND NOZZLES BE W04CH 4 t/15• THEN ADO 459 ELBOW CLOSE 71MTMM AND SECURELY SUPPMiED AND THAT ALL XOZZLES ARE PROPERLY / tAPI3F AND 2W NOZZLE AIMED AS INDICATED FOR W THE 11�DETECTOR ANDR REMOTE MANUAL 10 7/3' v/ S. THE MITE ROPE VALVE THE DETECTOR AND REMOTE PULL THORIZE AND Y CTORY TR IGASNE STM IS TO BE INSTALLED BY ES AUTHORIZED AttO THIS ENY TRAINED d51RIH BE INSPECTED,aR SE P { INTO QMAIIO 1 3/4 ADO COE EMSTINc 1 1 B. THIS WST BY AN 11 T O BEANDFCPUT TRAINED OPE ISIRI L AND '! ELBOW%NIPPLE ADD WUPLWa i 1/2 ���, 4 PIPING ISOMETRIC ' CERTIFIED BY M AUTHORIZED AND FACTORY TRAINED gS1PoEAITOR ON Il TAYLOR NIPPLE AND GO F380W N.T.S. SERVICE AL CONTACTS GARLAND 7. PROVIDED THE BLS AND MNNC FOR APPIIMCE SHUT OFF f0 ON 45' ELEXYY PANQ A BY M IT HOOD P ETRATIONS T L PIPINO AND CONDUIT NOOD PENETRATIONS TO ON Yk7DE0 ,_5 �MINN T•S ALL TCAN BE AB URUSEO ON l,_5 Fqi LEFT HM7DFD CJIASE USE A MIRRORED WAGE OF 7NS OfiAMN OWEN LINE ///''''''\�� A THIS ORAWNC 5 FOR USE NTH A RIGHT HANDED CHASE 0 WIN CLAMSHI= LYILLS t0 10 4 10 10 10. DIMENSIONS MAY VARY FROM SHOMN 21 NCH 11. GRRL 1XVID RS CAN NOT BE UTILIZED NTH THIS PROTECTION 4 B 9 9 it 4 • 12. THIS DRAWNG IS TO BE UTILIZED FOR BOTH FRANKE NEW44STALL AND 10-6• FRAHIM RETROF175 UTILIZING THE 3—CLAM GR U 1 3A' 1. . 3 • 1 PIPNI: NOTES 1. PIPE SHAD. BE 31r SUHEM 40 BLACK WON. CHROME PLATED OR STA05 3/2' •S 2 ASSOIBLY. L4DS SHALL BE 900C OF PIPE AND MED AM FIT�GS MUST OF BE FREE AM �OFOIOIL AND DIRE 3 PIPING DIMENSIONS GIVEN ARE FROM CENTER TO CENTER OF FITTINGS. 2 • 23• 4. FINAL NOZZLE LOCATION MAY NOT VARY FROM LOCATION SHOW H. �roa S. ADO UNIONS AS NEEDED. ♦ • B. MAIL AUTDYM / TANK LOCATED W CHASE i 7. ALL PIPE CONNECTIONS MUST USE 7EFLON TAPE ON THE MALE THREADS ONLY. Y-4 1'-4Sb, L MAAKi E CERTAIN TAPE THAT MOM DOES NOT AMIMIN uw OF g qr FEAD FEEET) OF PIPE PIPIK _ BELNEEN THE AGENT TANK AND ANY NOZZLE PRO CTING A FRYER. c _ 1T•IiLtt rtOTt•o_. 1. CONDUIT RUNS ARE DIMENSIONED CENTER TO CENTER OF COMM EXCEPT A TO FACER?, OF DETECTOR BRAtKERS). iu O 0 0 • p O� D O O c3) m IX MANUUARIII'PPANdF `D D) TO SUWADE OF GAS VALVE BOX tti 2. oSHVNS LOCATION FOR P RLEY COVER S=IIS M MOM® O RM OR BACKSIDE I OF PULLEY ELBOW 2'-9• �_9• • • • 3 WAHiiIY FOR DETECTION LINE N N000 ONLY. TAYY= ENTER 111E to `^" V•^' L W. HYA 96 L NCPA 17A CW BE URUZED ON THIS wSr(w It IN COMP! WIN C3A S HELL QNI.VS ® R-1o2 FIRE SUPPRESSION SYSTEM 2 GRILLS (3-PLATEN GRILL-330) H&K UH LEFT END FRONT ELEVATION RIGHT END GARLAN4 0 � � � � 83 3/4' UH 2008 HOOD 620 ABOVE FLOOR 1? TAYLOR s x x T01craL� r >.aa x ... McDONALDLS COR ORATION s AtIV w• z rLc4t� KmIN� , n1Uaa x .« OAK DRDDK IL. i AW immoo 10 1 1CD.T LL 1F33DIG IN q . MCDONALD ' S PROJECT UH 2008/R - 102 ., � " w -,ty R 6,B„DB t'•tB R02-670-114 4 sw ai�A _ � "N wlaoo AOW BK BK I I OF L