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`