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HomeMy WebLinkAbout2000-civil plans1\40 BENCHMARK ---,----- - 'OP NUT 1 DRANT ELEV. = 960,74 C C TE CUR & G TER 'CABLE �Box YD PROPOSED 5.00 FOOT WIDE DRAINAGE & UTILITY EASEMENT 0, H'y D X50 f�/ \ tK 0 WATER S E R V. STUB C:) SAN. SFR Y. NO BUILDINGS STUE3 .MH. LOT 4 P1 r)ry 11) yl* IN LIJ�, /A I tLU IN FLPROPOSED 5.00 FOOT WIDE OOD ZONE "DRAINAGE & UTILITY EASEMENT C WETLAND POUNDARY LINE I � 13, DESCRIPTION FOR PROPOSED DRAINAGE AND UTILITY EASEMENT: A 5.00 foot wide public drainage and utility easement over, under, across, and odjoining the northwesterly and southeasterly lot lines of Lot 4, Block 2, Airlake Development Fourth Addition, Dakota County, Minnesota, according to the recorded plot thereof. N�' SCALE IN FEET 0 20 40 60 10 30 0 DENOTES IRON MONUMENT BEARINGS ARE ASSUMED DATUM LEGAL DESCRIPTION OF PROPERTY SHOWN: Lot 4, Block 2, AIRLAKE DEVELOPMENT FOURTH ADDITION, Dakota County, Minnesota, according to the recorded plot thereof. 'P& SAN, MH, NOTES 0 M STORM MH,,\ BUILDING SETBACKS FOR i-1 ZONE FRONT YARD = 50 FEET b.) SIDE YARD 10 FEET REAR YARD = 30 FEET 2) UTILITIES SHOWN ARE APPROXIMATE LOCATION. CALL GOPHER STATE ONE CALL AT 454-0002 PRIOR TO EXCAVATION. 3.) AREA OF LOT = 30,109 SO. FT. ' ffi'p th x a3 X h soi AN L DESCRIPTION FOR PROPOSED DRAINAGE AND UTILITY EASEMENT: A 5.00 foot wide public drainage and utility easement over, under, across, and odjoining the northwesterly and southeasterly lot lines of Lot 4, Block 2, Airlake Development Fourth Addition, Dakota County, Minnesota, according to the recorded plot thereof. N�' SCALE IN FEET 0 20 40 60 10 30 0 DENOTES IRON MONUMENT BEARINGS ARE ASSUMED DATUM LEGAL DESCRIPTION OF PROPERTY SHOWN: Lot 4, Block 2, AIRLAKE DEVELOPMENT FOURTH ADDITION, Dakota County, Minnesota, according to the recorded plot thereof. 'P& SAN, MH, NOTES 0 M STORM MH,,\ BUILDING SETBACKS FOR i-1 ZONE FRONT YARD = 50 FEET b.) SIDE YARD 10 FEET REAR YARD = 30 FEET 2) UTILITIES SHOWN ARE APPROXIMATE LOCATION. CALL GOPHER STATE ONE CALL AT 454-0002 PRIOR TO EXCAVATION. 3.) AREA OF LOT = 30,109 SO. FT. I lomEamil 11/2" =1'-0"� VARIES SEE PART TYPES BOND BEAM AT DOOR HEAD SILICONE SEALANT WITH FOAM BACKER ROD - BOTH SIDES H.M. FRAME - GROUT SOLID H.M. DOOR - SEE SCHED. 1 1/2"= V-0" - TOP 1 ASI ELEV..11 E -0" 4 I,o N CV JOIST BURP ELEV 116' 0" DOUBLE STUD TYP. THREE ANCHORS PER JAMB DOOR - SEE SCHEDULE SMOOTH CONC. BLOCK AROUND O.H. DOOR AND DOCK STEEL BEAM AND PLATE LINTEL SEE STR. SLOPE EDGE OFSLAB 1" FINISH FLOOR ELEV. 100'-0" 12" x 15'x 4" BUMPERS AT EACH SIDE OF PIT 100x3"x15"x1/4"TOP FRONT WITH ANCHORS EACH SIDE OF PIT FOR BUMPER SUPPORT 4"x 4"x W STEEL ANGLE W/ STUDS AT 12" O.C. DRIVE SURFACE LOADING DOCK SECTION 318"= V-0" ROCK FACT BLOCK COLOR #2 SMOOTH C BLOCK AT COLOR #1 WOOD BLOCKING RETURN 518" GYP. BD. TO WINDOW SILICONE SEALANT WITH FOAM BACKER ROD I. 4•• L ALUMINUM OR WOOD WINDOW SETBACK FROM WITH DOUBLE PANE FACE OF CMU INSULATED GLASS WINDOW HEAD DETAIL 11/2" =1'-0" SILICONE SEALANT WITH 411 FOAM BACKER ROD PREFINISHED METAL C FLASHING TO MAT WINDOW SMOOTH CONC. BLOCK AT SILL COLOR #1 �- SCUPPER AND 0 SCUPPER AND --- 00 ROCK FACE CONC. DOWNSPOUT DOWNSPOUT BLOCK COLOR #2 SINGLE PLY MEMBRANE WINDOW SILL DETAIL ROOF WITH BALLAST 1 112" =1'-0" ...... ` HIGH LIFT OVERHEAD DOOR TRACKS W/ RADIUS CURVE WEATHER SEAL AT TOP, SIDES AND BOTTOM OF O.H. DOOR STEEL BEAM AND PLATE LINTEL SEE STR. SECTIONAL OVERHEAD DOOR PRE -FIN. WRAP JAMBS W/ BENT 118" STL. PL. RETURN PL. 4" OVER MASONRY. WELD 6' LONG ANCHOR BOLTS AT 16" O.C. VERT TO STL, PL. WEATHER SEAL AT JAMB 3" x 3"x 3/16" STEEL ANGLES Wt ANCHOR STUDS AT 12" Q.C. REAR AND EACH SIDE WEATHER SEAL DOtCLVE�ER VEE 12' CMU FILLED W/ CONC. WALL AT LOADING DOCK ONLY, 15'-4" WIDE 81-011 . SEE STR. FOR REINF. STEEL q ALUMINUM OR WOOD WINDOW WITH DOUBLE PANE INSULATED GLASS RETURN 518" GYP. BD. TO WINDOW WOOD BLOCKING MA. 4'-71/2" UNIT DIM. 14r a 10 WINDOW ELEVATION Al 318"= V-0" i C" MATCH CONCRETE CURB SJ WITH CITY STANDARDS 1/2" RAD " HERON WAY 1/2 RAD. \ SLOPE 3/4"/FOOT +''j� ZD C> 0 GATE VALVE ; 8" I BITUMINOUS SURFACING LINE OF SIDEWALK OR GRADE 2 CURB SECTION THIS SECTION IS INTENDED FOR TRUCK DRIVE AND LOADING AREAS 2" BITUMINOUS WEARING COURSE NOUS TACK COURSE D D D to '. D D D D D .' CLASS 5 BASE Inglurg COMPACTED SUB -GRADE 3 BIT. SECTION Ift CAf-1'StV�71vt7 �.,Il, t APRON PLAN 118" =1'-0" 8618 CURB AND GUTTER } { APRON SECTION 314" =1111 ROOF PLAN DRAINAGE A14D UTILITY EAS€MENT C �- SCUPPER AND 0 SCUPPER AND --- DOWNSPOUT DOWNSPOUT SINGLE PLY MEMBRANE ROOF WITH BALLAST ' ` N RIDGE Lu O SLOPE 1/4"1 FOOT SLOPE 11411/ FOOT�_ 0 N r ROOF PLAN DRAINAGE A14D UTILITY EAS€MENT 6X6X10 WELDED WIRE MESH CONCRETE _ M a 12" DIA. CONG. FTG. SET FLUS WITH GRADE. 0000 pao� p a O O o O " a O HDCP SIGN DETAIL Ll NO SCALE WIRE MESH REINFORCEMENT (OPTIONAL) METAL OR WOOD POST OR STAKE, MAX. 4' SPACING, T INTO GROUND ENGINEERED FABRIC FABRIC ANCHORAGE TRENCH BACKFILL WITH TAMPED DIRECTION OFNATU A- SOIL RUNOFF FLOW �n tiN 6" MIN, LNATURAL SOILN'N - NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES. OR WOOD POSTS WITH STAPLES. 7 SILT FENCE DETAIL Al NO SCALE _8 957---_ 5- - T D AlNAGE SIE al 956------ -_ PRAIRIE GRASS GEED AJ�EA _ SILT FENCE CODE REVIEW OCCUPANCY TYPE CONSTRUCTION TYPE ALLOWABLE FLOOR AREA ACTUAL FLOOR AREA NEW CONCRETE CURB 9 � �LN BUSCH CAULFIELD �c,vt e 4 A 2402 UNIVERSITY AVENUE WEST — — — — SUITE 501 SAINT PAUL, MINNESOTA 55114 DRAINAGE AND UTILITY EASEMENT 651.645.6675 FAX: 651.645"5071 CONSULTANT 2 1 rw ENC�n r ...1 f PRAI{>�E GR�A'SS., --e r i - �' - - "'SEED AREA ' I EXISTING GRADES ��/ j SHOWN WITH LIGHT T . DASHED LINE -= �„- _ _ � R �.` NEW GRADES -_` - SHOWN WITH HEAVY a I NA�EA11i DASHED LINE M ` " © UTI lTY - - - OPER '- 954 - 35-62'27"F _ - _-...,e- s54.06 ENTS _ PSA NAGE Sw - _ SF/200 =10 + 3 =13 - 4378 SF/1000 = 5 _ :S OCCUPANTLOAD OFFICE 2128 S.F.@ 100 WAREHOUSE 4864 S.F a0 500 ct4- GROUPfr DIVISION 1 II -N 12,000 S.F. 6,992 S.F. 22 OCCUPANTS -1 EXIT REQUIRED 10 OCCUPANTS -1 EXIT REQUIRED TOILET FACILITIES OFFICE 2128 S.F. @ 200 �B> 11 WAREHOUSE 4864 S.F. Q 5000 �i� 3 SITE PLAN 1" = 29-0" iGUPANTS -1 TOILET REQUIRED CUPANTS -1 TOILET REQUIRED 36 f1A) V�'W- CERTIFICATION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE NOVEMBER 22, 2000 REG. NO. 16327 »C'-> COMMISSION NO.: 2026 DRAWN BY: BAC MG CHECKED BY: BAC DRAWING DATE: NOVEMBER 22, 2000 BID ISSUE DATE: NOVEMBER 22,20M REVISION DATES: PROJECT TITLE JMA LAKEVILLE OWNER JMA & ASSOCIATES, INC. 1960 SHALE LANE EAGAN, MN 85122 651-452-7055 SHEET TITLE SITE PLAN AND DETAILS At PIR ���� 1 �y SHEET NO. SHEET 1 OF 3 C 6X6X10 WELDED WIRE MESH CONCRETE _ M a 12" DIA. CONG. FTG. SET FLUS WITH GRADE. 0000 pao� p a O O o O " a O HDCP SIGN DETAIL Ll NO SCALE WIRE MESH REINFORCEMENT (OPTIONAL) METAL OR WOOD POST OR STAKE, MAX. 4' SPACING, T INTO GROUND ENGINEERED FABRIC FABRIC ANCHORAGE TRENCH BACKFILL WITH TAMPED DIRECTION OFNATU A- SOIL RUNOFF FLOW �n tiN 6" MIN, LNATURAL SOILN'N - NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES. OR WOOD POSTS WITH STAPLES. 7 SILT FENCE DETAIL Al NO SCALE _8 957---_ 5- - T D AlNAGE SIE al 956------ -_ PRAIRIE GRASS GEED AJ�EA _ SILT FENCE CODE REVIEW OCCUPANCY TYPE CONSTRUCTION TYPE ALLOWABLE FLOOR AREA ACTUAL FLOOR AREA NEW CONCRETE CURB 9 � �LN BUSCH CAULFIELD �c,vt e 4 A 2402 UNIVERSITY AVENUE WEST — — — — SUITE 501 SAINT PAUL, MINNESOTA 55114 DRAINAGE AND UTILITY EASEMENT 651.645.6675 FAX: 651.645"5071 CONSULTANT 2 1 rw ENC�n r ...1 f PRAI{>�E GR�A'SS., --e r i - �' - - "'SEED AREA ' I EXISTING GRADES ��/ j SHOWN WITH LIGHT T . DASHED LINE -= �„- _ _ � R �.` NEW GRADES -_` - SHOWN WITH HEAVY a I NA�EA11i DASHED LINE M ` " © UTI lTY - - - OPER '- 954 - 35-62'27"F _ - _-...,e- s54.06 ENTS _ PSA NAGE Sw - _ SF/200 =10 + 3 =13 - 4378 SF/1000 = 5 _ :S OCCUPANTLOAD OFFICE 2128 S.F.@ 100 WAREHOUSE 4864 S.F a0 500 ct4- GROUPfr DIVISION 1 II -N 12,000 S.F. 6,992 S.F. 22 OCCUPANTS -1 EXIT REQUIRED 10 OCCUPANTS -1 EXIT REQUIRED TOILET FACILITIES OFFICE 2128 S.F. @ 200 �B> 11 WAREHOUSE 4864 S.F. Q 5000 �i� 3 SITE PLAN 1" = 29-0" iGUPANTS -1 TOILET REQUIRED CUPANTS -1 TOILET REQUIRED 36 f1A) V�'W- CERTIFICATION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE NOVEMBER 22, 2000 REG. NO. 16327 »C'-> COMMISSION NO.: 2026 DRAWN BY: BAC MG CHECKED BY: BAC DRAWING DATE: NOVEMBER 22, 2000 BID ISSUE DATE: NOVEMBER 22,20M REVISION DATES: PROJECT TITLE JMA LAKEVILLE OWNER JMA & ASSOCIATES, INC. 1960 SHALE LANE EAGAN, MN 85122 651-452-7055 SHEET TITLE SITE PLAN AND DETAILS At PIR ���� 1 �y SHEET NO. SHEET 1 OF 3