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HomeMy WebLinkAbout2000-civil plans6" MATCH CONCRETE CURB WITH CITY STANDARDS 112" RAID A 112" RAD. SLOPE 3/4"/FOOT '. 1'-6* 8" BITUMINOUS SURFACING LINE OF SIDEWALK OR GRADE CURB SECTION SCALE: 1"= V-0" THIS SECTION IS INTENDED FOR TRUCK DRIVE AND LOADING AREAS - -- 2" BITUMINOUS I WEARING COURSE —-- BITUMINOUS TACK TACK COURSE Lo >D > ,..' ! _-- CLASS 5 BASE o � ,. -- -- - COMPACTED SUB -GRADE BIT. SECTION S1-- SCALE: 1" = V-0" PROPERTY LINE SEE SITE PLAN DRIVEWAY SAWED JOINT CENTERED ON DRIVEWAY CONC.CURB A CONCRETE APRON GUTTER 1l2" EXPANSION JOINT APRON PLAN SCALE 1/8"= V-0" B618 CURB AND GUTTER I` ------------ j__ 1 � APRON SECTION SCALE: 3/4"= l' -O" VAN ACCE LE I f i HANDICAPPED PARIONG ONLY sm FINE FOR VIOLATION 12" DIA. CONC. v i o FTG. SET FLUS a °s ra WITH GRADE. "F •o. o dap° ° o 0 HDCP SIGN DETAIL NO SCALE ---- 51-6"----.__' 6X6X10 WELDED WIRE MESH -- CONCRETE NO SCALE CB -6 HERONWAY _ NEW CONCRETE CURB AND GUTTER GATE -4 VALVEup go ')d'-(1" _Ik -_ R '-6"_ I CONC. APRON ELEC - - F- i I 1 � 957-- B--�- socy 4i __ 958 - — - . SL01 TO - RAI — i T—1--� 956 4. EXISTING CONCRETE CURB AND GUTTER TO REMAIN 101-0" CB -5 -R T -s° 955\_RT ;" S,GRMS — ES` - -1CONC. APT'i0N -Y- SOD -,4 p�I • ' 956 ---------- CB -- -----CB -- — _ A EL 950.66 INVERT 9511. V. 9561--- I DRAINAGE AND ' 4 SPA CESS' 9 59 • t I I UTILITY EASEMENT +'�-- ------ -- 957-- -------- __ - f;� --- --- 30" e,4"_—_- SOD 957 , - 6 D.I.P. SEEI 6" PVC 957 PARKING 32' 0" FRONT � S_d6iC , _-_ 2CURB CUT WOOD CHIP -- MULCH PARKING 8, 81 44,-0 SB # ! I 4 WALE / 5 SP ES'�r/A/ HDCP ! II3qSOD- CONC. RAMP AND i ONC. SIDEWALK PAINT PARKING ON / / S i STRIPES TO THI SPACE - S #2 ` 95 ,�, F ~ I i f CONC.SPLASH 3 RIP tt! i BLOCK I Al - r UNPAINTED STRIPES FOR 95 �I FUTURE d W iv jj _ PARKING IOg C I 04 UP N cn 49'4" BITUMINOUS/RIVE— I AND PAR G - - -- ' SURFACZTYP.958-LOT 6 Go SEE; IIETAIL2/A 1 -- rq ! 95721033 HERON V TRA I LOUIS ENCU 957 -- I SWALE DEGIDIO CO. i I 8640 S.F. I I It I FFE 959'-6" t� ------957 - -' � ( � SB #3 I --•-•956"_' ` 0tCC�t�RIB - - - -- ----- - - ------ ----- --__ - f Al- - - - LOADING TYP' I I DOCK � I i 24'-0" --* RIP RAP 1 _ I` �,' I' END OF -+ I 11 f o BITUMINUpUSTHIGH RETAINING NO CURB 4T THIS ` I I t.,_. 14 I I WALL ( END — D �j 957 �� I I 956 �---- PRAIRIE GRASSSD= IFUTURE PARKING _ 956 E S 10'-0" REgR S 955 6 SPACES __. T ACK I 955-- / _ 954 - _ � �� - - - 4/ ""o; — — _�_954 I i DRAINAGE AND FEh/C_E i�' �, ' I UTILITY EASEMENT . 152.38' --__ 5 S 33 52' 27" - - ' _ _ _ I 956 955 - - 954 953 _ -_- ' 953 SITE PLAN SCALE: 1" = 20' PARKING REQUIREMENTS OFFICE 1480 SF -10% =1332 SF / 200 = 7 + 3 =10 MANUFACTURING 7160 SF -10% = 6444 SF/ 350 =19 WAREHOUSE 1480 SF -10% = 1332 SF/ 1000 = 2 TOTAL REQUIRED SPACES = 31 PARKING PROVIDED =16 PARKING DEFERED = 15 TOTAL PARKING ON SITE = 31 PARKING DEFERMENT BUILDING SIZE - 8640 SF PLUS 1480 SF MEZZANINE = 10120 SF TYPE AND USE - LOUIS DEGIDIO OIL AND GAS BURNER SALES AND SERVICE DISTRIBUTOR OF INDUSTRIAL COMBUSTION BURNERS NUMBER OF EMPLOYEES - 6 CURRENT CUSTOMER TRAFFIC - 2 TO 3 PER DAY NUMBER OF DELIVERIES AND SERVICE NUMBER OF COMPANY OWNED VEH CLESHI0L�� PER WEEK DIVILDING AT NIGHT DATE PLANT LIST A - MAPLE 21/2" B&B STRAIGHT LEADER B - BLACK HILLS SPRUCE 6' B&B FULL FORM C - RED TWIGGED DOGWOOD X POT MIN OF 6 CANES j D - AMUR MAPLE 3' POT MIN OF 6 CANES CODE REVIEW WIRE MESH REINFORCEMENT OCCUPANCY TYPE (OPTIONAL) CONSTRUCTION TYPE METAL OR WOOD POST OR ALLOWABLE FLOOR AREA STAKE, MAX. 4' SPACING, Z INTO ACTUAL FLOOR AREA GROUND 04 ENGINEERED FABRIC OFFICE 1480 S,F.@ 100 FABRIC ANCHORAGE TRENCH MANUFACTURING AREA 7160S.F @ 200 BACKFILL WITH TAMPED DIRECTION OF NATURAL SOIL RUNOFF R 7'-6" TYP. FLOW 8 OCCUPANTS -1 TOILET REQUIRED MANUFACTURING 8640 S.F. @ 2000 5 OCCUPANTS -1 TOILET REQUIRED ( to ,i 6" MIN NATURAL SOIL NOTE DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES. OR HOOD POSTS WITH STAPLES. SILT FENCE DETAIL ---- 51-6"----.__' 6X6X10 WELDED WIRE MESH -- CONCRETE NO SCALE CB -6 HERONWAY _ NEW CONCRETE CURB AND GUTTER GATE -4 VALVEup go ')d'-(1" _Ik -_ R '-6"_ I CONC. APRON ELEC - - F- i I 1 � 957-- B--�- socy 4i __ 958 - — - . SL01 TO - RAI — i T—1--� 956 4. EXISTING CONCRETE CURB AND GUTTER TO REMAIN 101-0" CB -5 -R T -s° 955\_RT ;" S,GRMS — ES` - -1CONC. APT'i0N -Y- SOD -,4 p�I • ' 956 ---------- CB -- -----CB -- — _ A EL 950.66 INVERT 9511. V. 9561--- I DRAINAGE AND ' 4 SPA CESS' 9 59 • t I I UTILITY EASEMENT +'�-- ------ -- 957-- -------- __ - f;� --- --- 30" e,4"_—_- SOD 957 , - 6 D.I.P. SEEI 6" PVC 957 PARKING 32' 0" FRONT � S_d6iC , _-_ 2CURB CUT WOOD CHIP -- MULCH PARKING 8, 81 44,-0 SB # ! I 4 WALE / 5 SP ES'�r/A/ HDCP ! II3qSOD- CONC. RAMP AND i ONC. SIDEWALK PAINT PARKING ON / / S i STRIPES TO THI SPACE - S #2 ` 95 ,�, F ~ I i f CONC.SPLASH 3 RIP tt! i BLOCK I Al - r UNPAINTED STRIPES FOR 95 �I FUTURE d W iv jj _ PARKING IOg C I 04 UP N cn 49'4" BITUMINOUS/RIVE— I AND PAR G - - -- ' SURFACZTYP.958-LOT 6 Go SEE; IIETAIL2/A 1 -- rq ! 95721033 HERON V TRA I LOUIS ENCU 957 -- I SWALE DEGIDIO CO. i I 8640 S.F. I I It I FFE 959'-6" t� ------957 - -' � ( � SB #3 I --•-•956"_' ` 0tCC�t�RIB - - - -- ----- - - ------ ----- --__ - f Al- - - - LOADING TYP' I I DOCK � I i 24'-0" --* RIP RAP 1 _ I` �,' I' END OF -+ I 11 f o BITUMINUpUSTHIGH RETAINING NO CURB 4T THIS ` I I t.,_. 14 I I WALL ( END — D �j 957 �� I I 956 �---- PRAIRIE GRASSSD= IFUTURE PARKING _ 956 E S 10'-0" REgR S 955 6 SPACES __. T ACK I 955-- / _ 954 - _ � �� - - - 4/ ""o; — — _�_954 I i DRAINAGE AND FEh/C_E i�' �, ' I UTILITY EASEMENT . 152.38' --__ 5 S 33 52' 27" - - ' _ _ _ I 956 955 - - 954 953 _ -_- ' 953 SITE PLAN SCALE: 1" = 20' PARKING REQUIREMENTS OFFICE 1480 SF -10% =1332 SF / 200 = 7 + 3 =10 MANUFACTURING 7160 SF -10% = 6444 SF/ 350 =19 WAREHOUSE 1480 SF -10% = 1332 SF/ 1000 = 2 TOTAL REQUIRED SPACES = 31 PARKING PROVIDED =16 PARKING DEFERED = 15 TOTAL PARKING ON SITE = 31 PARKING DEFERMENT BUILDING SIZE - 8640 SF PLUS 1480 SF MEZZANINE = 10120 SF TYPE AND USE - LOUIS DEGIDIO OIL AND GAS BURNER SALES AND SERVICE DISTRIBUTOR OF INDUSTRIAL COMBUSTION BURNERS NUMBER OF EMPLOYEES - 6 CURRENT CUSTOMER TRAFFIC - 2 TO 3 PER DAY NUMBER OF DELIVERIES AND SERVICE NUMBER OF COMPANY OWNED VEH CLESHI0L�� PER WEEK DIVILDING AT NIGHT DATE PLANT LIST A - MAPLE 21/2" B&B STRAIGHT LEADER B - BLACK HILLS SPRUCE 6' B&B FULL FORM C - RED TWIGGED DOGWOOD X POT MIN OF 6 CANES j D - AMUR MAPLE 3' POT MIN OF 6 CANES CODE REVIEW OCCUPANCY TYPE GROUP F DIVISION 1 CONSTRUCTION TYPE II -N ALLOWABLE FLOOR AREA 12,000 S.F. ACTUAL FLOOR AREA 10,120 S.F. OCCUPANTLOAD OFFICE 1480 S,F.@ 100 15 OCCUPANTS -1 EXIT REQUIRED MANUFACTURING AREA 7160S.F @ 200 36 OCCUPANTS - 2 EXITS REQUIRED MEZZANINE STORAGE 1480 S.F. @ 300 5 OCCUPANTS -1 EXIT REQUIRED TOILET FACILITIES OFFICE 1480 S.F. @ 200 8 OCCUPANTS -1 TOILET REQUIRED MANUFACTURING 8640 S.F. @ 2000 5 OCCUPANTS -1 TOILET REQUIRED m BUSCH CAULFIELD 2402 UNIVERSITY AVENUE WEST SUITE 501 SAINT PAUL, MINNESOTA 55114 651.645.6675 FAX: 651,645.8071 CONSULTANT 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: JUNE 19, 2000 REG. NO. 16327 .r COMMISSION NO.: 2006 DRAWN BY: BAC MG CHECKED BY: BAC DRAWING DATE: JUNE 19, 2000 BID ISSUE DATE: REVISION DATES: AUGUST 2, 2000 AUGUST 15, 2000 -7 2.x'00 PROJECT TITLE LOUIS DEGIDIO CO. OWNER MMJ PROPERTIES LLC 6501 CEDAR AVE. S RICHFIELD, MINNESOTA 55423 E"C'm el() �b J SHEET TITLE SITE PLAN AND DETAILS SHEET NO. si SHEET 1 OF 1`