Site PlanDW
N0°33'33"E 123.31'N7°37'31"E 80.50'N0°33'20"E 100.00'N45°09'55"E 23.06'S89°09'27"E 176.45'S0°50'33"W 125.45'S88°56'11"E 81.54'S4
1
°
2
9
'
1
9
"
E
4
8
.
0
0
'S45°33'10"W 43.85'N89°26'50"W 353.35'
C1
C2194.00'159.35'
W. FRANKLIN ROAD
IRRIGATION
DISTRICT
EASEMENT
12
11
6 S. INNOVATION LN. STOP
SIGN
P
PI
P
P
P
FO
P
PI
PI
PI
P
P
PI
P
7
11
10
ESCAPE LANE 11' - 0"4' - 8"11' - 0"4' - 8"11' - 0"4' - 8"11' - 0"4' - 8"S. TEN MILE ROADW. PEAK CLOUD LANE
LINE INDICATES
NMID EASMENT
LIMIT
TRASH
IDAHO CENTRAL CREDIT UNION
1ST FLOOR= 7,900 SF
2ND FLOOR= 11,300 SF
TOTAL AREA = 19,200 SF
PARKING COUNT (SHARED)= 57
LINE INDICATES PUD / PUBLIC
ACCESS EASMENT LIMIT
LINE INDICATES
LANDSCAPE BUFFER LIMIT
LINE INDICATES
LANDSCAPE BUFFER LIMIT
LINE INDICATES
LANDSCAPE BUFFER LIMIT
LINE INDICATES PUD
EASMENT LIMIT
LINE INDICATES
NMID EASMENT
LIMIT12' - 0"22
16
2
6
6
219
4
DRIVE-THRU
4
7
8
88
7
7
A1.10
D5
A1.10
A2
A1.10
A2
8
1
1
1
1 74' - 8"21
21
21
21
23
23
23
23
10
10
5
5
5
5
5
14
14
14
14
18
14 18
18
18
18
18
18
18
18
18
11 @ 9' - 0" EA.
99' - 0"
10 @ 9' - 0" EA.
90' - 0"
12 @ 9' - 0" EA.
108' - 0"
11 @ 9' - 0" EA.
99' - 0"
24
24
24
24
24
24
24
24
24
24
24
24
24
2424
6 @ 9' - 0" EA.
54' - 0"4 @ 9' - 0" EA.36' - 0"17
.35.55'.27.19'.26.31'.58.03'.194.34'.46.93'
1 0 0 .0 0 ' N M I D E A S E M E N T
S E W E R10' - 0"E A S E .ACCESS EASEMENT47.01' PUID, PUBLIC6
21
25
26
27
65123
B
C
4
A
D
651234
JOB N0.:
CHECKED BY:
SHEET NO.
DRAWN BY:
DATE:
PHASE:
CONSULTANT:
COPYRIGHT All rights reserved. Reproduction or use in any form
or by any means -- graphic, electronic, mechanical, etc. -- without
written permission of LOMBARD - CONRAD ARCHITECTS, P.C.
is unlawful and subject to criminal prosecution.
STAMP:
TEN MILE
BRANCH
SITE PLAN
A1.00
19230.01
BPP
MH
06/09/20
IDAHO CENTRAL
CREDIT UNION
1. ALL PAVEMENT MARKINGS AND PARKING STALL STRIPES SHALL BE
PAINTED WHITE AND AS SPECIFIED BY CIVIL DRAWINGS UNLESS
OTHERWISE NOTED.
2. SEE CIVIL AND LANDSCAPE PLANS FOR INFORMATION NOT SHOWN
HERE, INCLUDING BUT NOT LIMITED TO, UTILITIES, DIMENSIONS,
MATERIALS, AND IMPROVEMENT DETAILS.
3. ALL CONCRETE AGAINST BUILDING TO SLOPE AWAY AT 2% MIN.
SLOPE UNLESS INDICATED OTHERWISE FOR ADA COMPLAINT SITE
CIRCULATION, SEE CIVIL.
4. REFER TO CIVIL PLANS FOR TYPICAL PAVEMENT SECTIONS.
5. SEE ELECTRICAL FOR SITE LIGHTING, INCLUDING LIGHT POLES
AND AT GRADE LIGHTING.
N
CALL BEFORE YOU DIG
GENERAL NOTES
KEYNOTES#
1. 3'-0" TALL BOLLARDS. SEE DETAIL D1/A1.10.
2. BIKE RACKS. SEE DETAIL D2/A1.10. PROVIDE CONCRETE
FLATWORK AS INDICATED.
3. MONUMENT SIGN OR DIRECTIONAL SIGNAGE BY OWNER. SEE
ELECTRICAL DRAWINGS.
4. 5'-0" TALL BOLLARDS. SEE DETAIL D1/A1.10.
5. PROPERTY LINE.
6. HANDICAP PARKING STALL, SEE CIVIL DRAWINGS.
7. LINE OF SECOND FLOOR ABOVE. SEE PLANS AND ELEVATIONS.
8. VAT CUSTOMER UNIT BY DIEBOLD. SEE C2/A1.10 FOR LAYOUT AND
DETAILS. COORDINATE EQUIPMENT INSTALL WITH DIEBOLD.
9. HANDICAP PARKING SIGN. SEE DETAIL D4/A1.10.
10. INTREGAL COLORED CONCRETE AT DRIVE THROUGH.
11. POLE LIGHT. SEE ELECTRICAL.
12. ELECTRICAL SERVICE CONECTION. SEE ELECTRICAL.
13. NOT USED.
14. EXISTING SIDEWALK TO REMAIN. SEE CIVIL AND LANDSCAPE.
15. SEWER LINE LOCATION. SEE MECHANICAL AND CIVIL.
16. EXISTING FIRE HYDRANT LOCATION TO REMAIN.
17. BUILDING PROTECTION BOLLARD. SEE DETAIL B4/A1.10.
18. NEW CONCRETE SIDEWALK, SEE CIVIL.
19. WATER SERVICE LINE LOCATION. CONNECT TO EXISTING STUB.
SEE MECHANICAL AND CIVIL.
20. GAS METER LOCATION. SEE CIVIL AND MECHANICAL. PROVIDE (2) 4"
DIA. STEEL BOLLARDS SIM. TO DETAIL A3/A1.10. LOCATE BOLLARDS
NOT MORE THAN 4'-0" O.C. APART AND NOT LESS THAN 3'-0" AWAY
FROM THE GAS METER.
21. HANDICAP RAMP, SEE CIVIL. PROVIDE TRUNCATED DOMES PER
CODE AND APPLICABLE ISPWC DETAIL(S).
22. TRASH ENCLOSURE.
23. NEW CONCRETE CROSSWALK, SEE CIVIL.
24. LANDSCAPE AREA, SEE LANDSCAPE DRAWINGS.
25. GATHERING SPACE, SEE LANDSCAPE DRAWINGS.
26. RETAINING WALL, SEE CIVIL.
27. GATEWAY FEATURE, MONUMENT SIGN TO BE PROVIDED BY
DEVELOPER (BRIGHTON) AS A SEPARATE SUBMITTAL.
1" = 20'-0"D1 SITE PLAN
PARKING INFORMATION
• PARKING STALLS REQUIRED: 39
• PARKING STALLS PROVIDED: 57
• HANDICAP STALLS REQUIRED: 3
• HANDICAP STALLS PROVIDED: 3 (2 VAN)
• BICYCLE PARKING REQUIRED: 2
• BICYCLE PARKING PROVIDED: 4
MRKDATEDESCRIPTION
3"DERO INC. HOOP
RACK. STAINLESS
STEEL BIKE RACK.
DIA.
1' - 0"3' - 0"2' - 0"#3 x 8" REBAR BY
CONTRACTOR
bike rack 7"5"CONCRETE
CURB
EDGE OF
BUILDING
055000.O2
(SEE DETAIL A4/A1.10 SIM.)
1' - 0"1' - 0"6"bollard at bldg.
061000.G2
(PRESSURE TREATED
PLYWOOD MAY BE
USED IN LIEU OF
DIMENSIONAL
LUMBER)
042200.A2
042200.P
(1/2" AT
24" O.C.)
099123.A4"061000.G
(PRESSURE
TREATED)
076200.J
encl. wall cap
ACCESSIBLE
VAN
DISABLEDPARKINGPERMIT
REQUIRED
RESERVED
101426.A
ALL TEXT 1" HIGH
BLUE BACKGROUND
W/ WHITE LETTERING
AND GRAPHICS
BEHIND CURB
LOCATE 7'-4"
033000.A
LOCATE FOOTING BEHIND
WALK
CENTER ON STALL WIDTH2' - 0"( N.T.S.)5'-0" B.O. SIGNMIN.
8"
h.c. sign
8
101426.A
101426.A(5'-0" TALL WERE NOTED)3' - 0"3' - 6"6"099123.A
SLOPE
055000.O2
033000.C
(LANDSCAPING
AT SIM.)
1' - 6"3"(3) #3 REBAR
HOOPS WITH
(3) #4
VERTICAL
BARS
pipe bollard
8
3' - 0"VARIES6" MIN.2' - 0"3' - 0"1' - 4" 8"
10"6"3' - 0"4' - 0"MIN.1' - 0"055000.O1
(PAINT)
VEHICLE
DRIVE UP
6"
CONCRETE
PAVING
055000.O2
(PAINT)
(2)REQUIRED
AT DRIVE-
THRU
EQUIPMENT
SLOPE
NO. 4 AT
12" O.C.
CONCRET
E
FOOTING
(2) REQUIRED AT
DRIVE-THRU
EQUIPMENT
vehicle bollard
079200.A
81' - 4"8"2' - 5"10 3/4" 9"2 5/8"D3
A1.10
4
055000.O1055000.O1
055000.O2055000.O2
(TYP.)
VAT DETAIL
NO. 5 DOWEL
SPACING TO
MATCH CMU
REINFORCING
HORIZ. REBAR
(2) NO. 5 AT TOP
(1) NO. 5 AT BOTTOM
(2) NO. 5 REBAR
HORIZ. AT FOOTING
NO. 4 'L' REBAR
AT 32" O.C.
CMU REINF.
NO. 5 REBAR
AT 48" 0.C.
(HORIZONTAL
AND
VERTICAL)
2"x2" ANCHORED
AT 18" O.C. AT (3)
SIDES OF TRASH
ENCLOSURE
2' - 6"1' - 0"2'-6" N.T.S.6"6"
033000.B
055000.C
099123.A
042200.A2
0'-0"
T.O.CURB/FDN
6'-8"
T.O.W
A1.10
C5 5
6
8"
trash encl section
8
11
Drive Thru Island
055000.O2
(3'-0" HIGH AT ENTRANCE
5'-0" HIGH AT DEPARTURE)
(3'-0" WHERE
OCCURS)
NOTE: SEE DETAIL D1/A1.10.FOR STANDARD
BOLLARD DETAIL. SEE DETAIL D3/A1.10 FOR
BOLLARDS AT DRIVE-THRU CUSTOMER UNITS.
055000.O2055000.O2
9
"
6' - 6" 1' - 0"PER PLANTYP.10' - 0"8' - 0"
9
D1
A1.10
C1
A1.10 8"BUILDING COLUMN
WHERE OCCURS
1' - 0"8"(2"x2") TYPICAL
(1/16" THICK)
EQ EQ 1' - 10"3' - 4"1' - 10"055000.E
055000.A
(8"x8")
055000.E 1
102
055000.E
A1.10
C3
042200.A2
099123.A
033000.A
(SLOPE TO DRAIN
AT TOP)
055000.E
(8"x8")
055000.E
(2"x2")
055000.A
(1/16")
079200.A
(ENTIRE
PERIMETER,
TYP.)
PLUG WELD PLATE TO BACK OF
TUBE STEEL AT 12"O.C. MAXIMUM
1
2
042200.N1
079200.A
079200.A
3
B5
A1.10
trash enclosure10' - 0"8"1' - 0"13' - 4"
(SLOPE TO DRAIN
UNDER DOOR)
A1.10
C4
A1.10
A4
B3
A1.10
8
7
EQ. EQ.
11
CLEAR
12' - 0"CLEAR 10' - 0"(CONTROL
JOINT)
MIN.
120°
055000.E
(8"x8")
055000.E
(2"x2")
055000.A
(1/16")
3
8"
EDGE OF
TUBE
EQ EQ
3' - 0"SEE A1.00 FOR REQ. AT EA. LOCATION3' - 0" OR 5' - 0"055000.O2
(PAINT)
(1) REQUIRED AT EA.
END OF DRIVE-THRU
ISLAND
CONCRETE
FOOTING
vehicle bollard
6" CONC.
PAVING
12
12
EA. SIDE
6"(3) #3 REBAR
HOOPS WITH
(3) #4
VERTICAL
BARS
SLOPE
VARIES6" MIN.079200.A
6" CONC.
PAVING
#4 @ 12"
O.C.
drive-thru island section
079200.A
12
4' - 4"MIN.1' - 0"12SLOPEVARIES6" MIN.SLOPE
EA. SIDE
65123
B
C
4
A
D
651234
JOB N0.:
CHECKED BY:
SHEET NO.
DRAWN BY:
DATE:
PHASE:
CONSULTANT:
COPYRIGHT All rights reserved. Reproduction or use in any form
or by any means -- graphic, electronic, mechanical, etc. -- without
written permission of LOMBARD - CONRAD ARCHITECTS, P.C.
is unlawful and subject to criminal prosecution.
STAMP:
TEN MILE
BRANCH
SITE DETAILS
A1.10
19230.01
BPP
MH
06/09/20
IDAHO CENTRAL
CREDIT UNION
033000.A CONCRETE, SEE STRUCTURAL.
033000.B CONCRETE FOOTING, SEE STRUCTURAL.
033000.C CONCRETE FOUNDATION WALL, SEE STRUCTURAL.
042200.A2 8X8X16 CONCRETE MASONRY UNIT.
042200.N1 GROUT.
042200.P ANCHOR BOLT.
055000.A METAL PLATE.
055000.C METAL ANGLE.
055000.E METAL TUBE.
055000.O1 4" DIAMETER METAL BOLLARD.
055000.O2 6” DIAMETER METAL BOLLARD.
061000.G WOOD BLOCKING.
061000.G2 WOOD NAILER.
076200.J COPING.
079200.A JOINT SEALANT.
099123.A INTERIOR PAINT.
101426.A POST AND PANEL SIGN.
1/2" = 1'-0"D2 BIKE RACK1
1/2" = 1'-0"B4 BOLLARD AT BLDG.
3" = 1'-0"C5 ENCL. WALL CAP
1/2" = 1'-0"D4 H.C. SIGN1
1/2" = 1'-0"A4 PIPE BOLLARD1
1/2" = 1'-0"D3 VEHICLE BOLLARD1
1/2" = 1'-0"C2 VAT DETAIL
3/4" = 1'-0"B5 TRASH ENC SECTION
1. ALL METAL FABRICATIONS SHALL BE PAINTED.
2. CONFIRM AND COORDINATE BANK SUPPLIER EQUIPMENT
LOCATIONS, DIMENSIONS, AND CONDUIT REQUIREMENTS PRIOR TO
ROUGH-IN.
1/2" = 1'-0"A2 DRIVE THRU ISLAND DETAIL
3/8" = 1'-0"B3 TRASH ENC GATE
3" = 1'-0"C4 GATE DETAIL
1/4" = 1'-0"D5 TRASH ENCLOSURE
CONDOC
KEYNOTES#
1. PROVIDE 1/16" STEEL PLATE. WELD TO BACK OF TUBE STEEL
GATE FRAME.
2. PROVIDE CONTINUOUS SEALANT AT ENTIRE PERIMETER
WHERE TUBE STEEL MEETS BACK PLATE PRIOR TO PAINTING.
3. BARREL HINGE - EQUAL TO KING ARCHITECTURAL METALS
(STEEL.KINGMETALS.COM) MODEL #44-2005-E.
4. VAT CUSTOMER UNIT, SEE SPEC SECTION 119000.
5. PREFINISHED CAP STOPS AT END OF CMU WALL AND DOES
NOT EXTEND OVER TOP OF TUBE STEEL . TOP OF TUBE STEEL
STOPS AT TOP OF CMU WALL.
6. 3/4" x 3 1/2" REVEAL AT FOUNDATION BELOW VENEER.
7. INSTALL TUBE STEEL IN FOOTING SIMILAR TO A4/A1.10. EXTEND
TUBE STEEL TO TOP OF WALL. FILL WITH CONCRETE.
8. CONCRETE PAVING OR SIDEWALK, SEE CIVIL DRAWINGS.
9. EDGE OF CONCRETE SLAB.
10. 3/4" DIA. GATE KEEPER. TYPICAL OF (2) PROVIDE 1"x2" METAL
SLEEVE IN ASPHALT AT OPEN AND CLOSED POSITIONS IN
CONCRETE. PROVIDE METAL TAB TO HOLD KEEPERS UP WHEN
IN UNLOCKED POSITION.
11. CONTINUOUS 2X8 PRESSURE TREATED WOOD PLATE
ANCHORED TO WALL. COORDINATE HEIGHT TO PROTECT WALL
FROM WIDEST EDGES/ PROJECTIONS OF DUMPSTER. ANCHOR
@ 2' - 0" O.C. MAX.
12. INTEGRAL COLORED CONCRETE AT ALL DRIVE THRU LANES.
GENERAL NOTES
3" = 1'-0"C3 HINGE DETAIL
1/2" = 1'-0"D1 VEHICLE BOLLARD
1/2" = 1'-0"C1 DRIVE-THRU ISLAND
MRKDATEDESCRIPTION