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Home My WebLink About2001-site planBOND BEAM AT DOOR HEAD SILICONE SEALANT WITH FOAM BACKER ROD - BOTH SIDES H.M: FRAME - GROUT SOLID H.M DOOR -SEE SCHED. DOOR HEAD j,. t �� r'7tl�;;ir ,II{;, ��• � z i 1 l f tE ANI ORS PER JA 4b t 11 DOCIR - 5EF SCht:DLILL 2,rARIB" .w DOOR JAMB 1 112" = 1'41 v TO_P OF ASASONRY -- -�----�--ECFV. RIGID INSULATION - -- - — HIGH UFT i24' -v"-- SLOPE 1 t4 - /FT OVERHEAD DOOR RIDGE ACTUAL FLOOR AREA 11,518 S.F. tV iV INSULATION RADIUS CURVE _.JOIST BEARING --- - - GROUND 1227 -- _--- - WEATHER SEAL AT TOP, SIDES AND ,� - _ ____ :_------------_---------_----____-_—_ __--- I 1 BOTTOM OF O.H. DOOR W SMOOTH CONCRETE BLOCK AT - -- STEEL BEAM AND DIRECTION OF odLIGHT FIXTURE r PLATE LINTEL RUNOFF INFILL TO BOTTOM OF DECK WITH -J Q FLOW CONCRETE BLOCK -- - �� ------ SECTIONAL ! IK OVERHEAD DOOR PRE -FIN, STEEL BEAM AND PLATE LINTEL WOOD BLOCKING RETURN 5/8" GYP. BD. TO WINDOW SILICONE SEALANT WITH. FOAM BACKER ROD * 4" * ALUMINUM OR WOOD WINDOW SETBACK FROM WITH DOUBLE PANE FACE OF CMU INSULATED GLASS 1 WINDOW HEADDETAIL INt Nt. Ai_ AN I ,vi'ttl IWN!ti II; PI�tE�t`INISH� INC1A1 FLASHING TO MATCH �V3NuU4'� +�h y WINDOW SILL DETAIL 1 1!2"=1'-0" Q SEE STR j' % OCCUPANCY TYPE GROUP F DIVISION 1 — HIGH UFT i ,- , OVERHEAD DOOR RIDGE ACTUAL FLOOR AREA 11,518 S.F. TRACKS'* SMOOTH CONC. BLOCK �i INSULATION RADIUS CURVE AROUND O.H. DOOR AND MANUFACTURING 6338 S.F. @ 200 32 OCCUPANTS -1 EXIT REQUIRED GROUND '- DOCK / -- _--- - WEATHER SEAL AT TOP, SIDES AND ,� - _ ____ :_------------_---------_----____-_—_ __--- I 1 BOTTOM OF O.H. DOOR W SITE PLAN - -- STEEL BEAM AND DIRECTION OF __jr PLATE LINTEL RUNOFF I l SEE STR. FLOW N -- - �� ------ SECTIONAL ! IK OVERHEAD DOOR PRE -FIN, – --_– - WRAP JAMBS Wt BENT 118'STL PL RETURN PL 4' ice, i I OVER MASONRY. C:): �. WELD 6` LONG I SLOPE EDGE OFSLAB 1" ---- FINISH FLOOR ELEV, J 1 Qd'-Q° - - -' - 12 x 15"x 4" BUMPERS AT ---- EACH SIDE OF PIT o� DO NOT PLACE TOP TWO COURSES -w! CMU X T-0"WIDE AT LOADING DOCK DRIVE SURFACE --' LOADING DOCK SECTION ANCHOR BOLTS AT 16 O.C. VERT TO STL. PL. _._ WEATHER SEAL AT JAMB I — WEATHER SEAL -12" CMU FILLED W1 CONC. WALL AT LOADING DOCK ONLY. 15'-4" WIDE SEE STR. FOR REINF. STEEL THIS SECTION IS INTENDED FOR TRUCK DRIVE AND 2" BITUMINOUS LOADING AREAS WEARING COURSE .�_--- 2" BITUMINOUS _ 2"BITUMINOUS �+ WEARING COURSE N ♦ TACK COURSE . - --- - — NEW CONCRETE CURB - HERON WAY AND GUTTER CLASS 5 BASE EXISTING CONCRETE CURB AND 7 r CLASS 5 BASE GUTTER TO REMAIN , COMPACTED '. _ - COMPACTED r.... , SUB -GRADE i SUB -GRADE x 4 BITUMINO S SECTION z5 N BITUMINOUS 2 SECTIO ? „C Al NO SCALE Al NO SCALE BUSCH C A�dLFI6E LV BOffR.it 6" ----- – MATCH CONCRETE CURB' --, " RAD WITH CITY STANDARDS i , – K 1!2 I s *r I I 2402 UNIVERSITY AVENUE WEST 1/2" RAD. Ai SLOPE 3/4"!FOOT � f . UE 501 �.� PA iN B7 1I I ' 8 S ES { SAINT PAUL, MINNESOTA 55114 " .. 9 ` 1 `I C 5819 958 I T . ' 9 BITUMINOUS DRIVE ANG ' • ( I C CRETE CURB TYP. PAR SURFACE TYP. ` 'PARKING ---- I SEE DETAIL 5/A1 SEEAIL d/At Ger - L__ _ _ _ 1 •, I � o I " - _� ___ _ __ ___ ---4- I--___—_-958-.5 2-1 -S_—PACE_S 959 651.645"6675 6" PSITE DRAINAGEo"7�f 10 FAX: 651.645.8071 `r 1- - FRONT SETBA _ - C 9 1 - - 1'--- BITUMINOUS SURFACING � - I LINE OF SIDEWALK OR GRADE I �� -PARK N� ` Abu HOCP 7 SPC ALUMINUM OR WOOD WINDOW I W OD Alp TAPER RB ; �.. $ WITH DOUBLE PANE 5 CONC. CURB SECTION , � � MUt. � C,ONC E x j , I '�„ INSULATED GLASS _ w CONSULTANT Al NO SCALE Ar�sfO WALK C ocp 5 — °' ui� E JT HPIG I RETURN Sir GYP- BD TO � _ - __ � PROPERTY LINE WINDOW - ! 241-0" ( - FFIC 1 WOOD BLOCKING I 2 90 DRIVEWAY 1 SAWED JOINT �h — � -' - BfTUMINO# DRIVE AND CENTERED ONPARKINGvaFACE TYP.w DRIVEWAY roa SEE DETAII_ 15 z e O ! s R T-&" 13 cj CONC, CURB t:'.- i -�lIL� L r�l��l_ -D I� CERTIFICATION I L a: M O, 4`_71/2" UNIT DIM, i'A to WINDOW ELEVATION Al 318"= V-0" ,w CL 1 i J ' I � a � W SCUPPER AND DOWNSPOUT SLOPE 114"I FOOT I It jI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR 959.0 4 5 REPORT WAS PREPARED BY ME OR UNDER MY DIRECT CONCRETEAPRON % ' LOT 9r�8 -_ I SUPERVISION AND THAT I AM A DULY REGISTERED '----- — --- GUTTER957 ARCHITECT OR ENGINEER UNDER THE LAWS OF TFlir _.�----_--___ 112" EXPANSION JOINT ---- TOTAL STATE of MINNESOTA. I BUILDING I s f ' CONCRETE SPLASH PLAN BLOCK AND RIPRAP 8920 GSF s�.I . ._ DATE OCTOBER 19, 2001 REG. Na. 1632' AT DOWNSPOUT -957 SW r BUILDING FFE 959.5 -- B618 CURB AND —956 GUTTER MANUFACTURING LOADING DOG — 05 9'55.5 `,s I9�8 COMMISSION NO.. 0131 6338 S.F. r �—�- -- 3 I 1 DRAWN BY, BAG MG _I APRON SECTION A 1 3l4" =1'-0" � I W � 1 NI 1 ` SINGLE PLY MEMBRANE OCCUPANCY TYPE GROUP F DIVISION 1 ROOF WITH BALLAST i CV j 2 , (OPTIONAL) RIDGE ACTUAL FLOOR AREA 11,518 S.F. TAPERED OCCUPANT LOAD INSULATION STAKE, MAX 4' SPACING, T INTO TYP. MANUFACTURING 6338 S.F. @ 200 32 OCCUPANTS -1 EXIT REQUIRED i'A to WINDOW ELEVATION Al 318"= V-0" ,w CL 1 i J ' I � a � W SCUPPER AND DOWNSPOUT SLOPE 114"I FOOT I It jI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR 959.0 4 5 REPORT WAS PREPARED BY ME OR UNDER MY DIRECT CONCRETEAPRON % ' LOT 9r�8 -_ I SUPERVISION AND THAT I AM A DULY REGISTERED '----- — --- GUTTER957 ARCHITECT OR ENGINEER UNDER THE LAWS OF TFlir _.�----_--___ 112" EXPANSION JOINT ---- TOTAL STATE of MINNESOTA. I BUILDING I s f ' CONCRETE SPLASH PLAN BLOCK AND RIPRAP 8920 GSF s�.I . ._ DATE OCTOBER 19, 2001 REG. Na. 1632' AT DOWNSPOUT -957 SW r BUILDING FFE 959.5 -- B618 CURB AND —956 GUTTER MANUFACTURING LOADING DOG — 05 9'55.5 `,s I9�8 COMMISSION NO.. 0131 6338 S.F. r �—�- -- 3 I 1 DRAWN BY, BAG MG _I APRON SECTION A 1 3l4" =1'-0" � I W � 1 NI 1 ` SINGLE PLY MEMBRANE OCCUPANCY TYPE GROUP F DIVISION 1 ROOF WITH BALLAST CONSTRUCTION TYPE 11-N 1 (OPTIONAL) RIDGE ACTUAL FLOOR AREA 11,518 S.F. TAPERED OCCUPANT LOAD INSULATION STAKE, MAX 4' SPACING, T INTO TYP. MANUFACTURING 6338 S.F. @ 200 32 OCCUPANTS -1 EXIT REQUIRED GROUND a♦ ENGINEERED FABRIC SLOPE 1/4"/ FOOT -- FABRIC ANCHORAGE TRENCH W SITE PLAN Q_ 0. DIRECTION OF __jr I i ,a I - _NK -- --- --------- 82'-8` ROOF PLAN 3/8" =1'-0" Al 1/16".=1'-0" CHECKED BY: QAC DF AWING DATE OCTOBER 19, 2001 6X6X10 WELDED WIRE �°f I -� 959=--- -- • H 1 -___ — — _ ( BID ISSUE DATE: OCTOBER 19, 2001 MESH F_AICL -- r -- CONCRETE I 957. `�+�,- — -- IS. REVISION DATE r-- 956 ---- -�. ' SE)`g e 955 4 END OF B UMINOUS `- - - B - CURB T THIS END "` - AT 95518 ---_ - VAN AccesstsLE -sill P % "... -- . '- ENeE'lop,PROJECT TITLE ' 956- - - LAKEVILLE LOT 5 BLOCK 2 HANDICAPPEDPAMNQ ONLY $200 FINE5738 / V _ \ _ - - I FOR VIOLATION ` 0 �� "ti/ • "", . _ PA G REQUIREMENTS s s2 27": -'955 t ICE 2590 SF -10% = 2330/200 =12+3 =15 U= 7041350 =17 -- -- . -- - --- � � ANUFACTURING 6338 SF- 10%= ,� .: WAREHOUSE 2590 SF- 10% =2330 SF/1000 = 3 TOTAL REQUIRED =35 SPACES GRAM TOTAL PARKING PROVIDED = 36 SPACES 77 7x 7 �c • a " — 12" DI G ; WIG. � E °0' 0 -0N � o 2 HDCP SIGN OWNER DEUTSCH CONSTRUCTION COMPANY 3105. LEROY AVE., BOX 127 /yO NEW PRAGUE, MN 56071 �► .952-7 - 9- __. Al NO SCALE _ _�_nu v: In P Ij *6" P�iiN NATURAL SOIL NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES, OR WOOD P09TS WITH STAPLES. SILT FENCE DETAIL M� tY OCCUPANCY TYPE GROUP F DIVISION 1 WIRE MESH REINFORCEMENT CONSTRUCTION TYPE 11-N (OPTIONAL) ACTUAL FLOOR AREA 11,518 S.F. METAL OR WOOD POST OR OCCUPANT LOAD STAKE, MAX 4' SPACING, T INTO MANUFACTURING 6338 S.F. @ 200 32 OCCUPANTS -1 EXIT REQUIRED GROUND WAREHOUSE 2590 S.F @ 500 5 OCCUPANTS -1 EXIT REQUIRED ENGINEERED FABRIC OFFICE 2590 S.F. @ 200 13 OCCUPANTS -1 TOILET REQUIRED FABRIC ANCHORAGE TRENCH MANUFACTURING 6338 S.F. @ 2000 3 OCCUPANTS -1 TOILET REQUIRED SITE PLAN BACKFILL WITH TAMPED DIRECTION OF NATURAL SOIL RUNOFF FLOW -- - zr Ij *6" P�iiN NATURAL SOIL NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES, OR WOOD P09TS WITH STAPLES. SILT FENCE DETAIL M� tY \ A� 1" = 20'-0" SHEET TITLE SITE PLAN AND DETAILS SHEET NO. SHEET 1 OF 4 __-~ OCCUPANCY TYPE GROUP F DIVISION 1 CONSTRUCTION TYPE 11-N ALLOWABLE FLOOR AREA 12,000 S.F. ACTUAL FLOOR AREA 11,518 S.F. OCCUPANT LOAD OFFICE 2590 S.F.@ 100 25 OCCUPANTS -1 EXIT REQUIRED MANUFACTURING 6338 S.F. @ 200 32 OCCUPANTS -1 EXIT REQUIRED WAREHOUSE 2590 S.F @ 500 5 OCCUPANTS -1 EXIT REQUIRED TOILET FACILITIES OFFICE 2590 S.F. @ 200 13 OCCUPANTS -1 TOILET REQUIRED MANUFACTURING 6338 S.F. @ 2000 3 OCCUPANTS -1 TOILET REQUIRED SITE PLAN \ A� 1" = 20'-0" SHEET TITLE SITE PLAN AND DETAILS SHEET NO. SHEET 1 OF 4 __-~