HomeMy WebLinkAboutSUN COMMUNITIES - THE FOOTHILLS - FDP220005 - SUBMITTAL DOCUMENTS - ROUND 2 - ARCHITECTURAL DETAILS30'-0" WIDTH
15'-4" (DEPTH)20'-0" GATE OPENING
3'-2"STEEL BOLLARD STEEL BOLLARD
STEEL BOLLARD
STEEL MAN-GATE (4' W)1'-0"A0.8
2
A0.8
3
6" CONC SLAB-ON-GRADE
PER STRUCT1'-4"A0.8
8
A0.8
4
STEEL DOUBLE GATE SLOPE 1/4:12CONC CURB (DASHED)
8" CMU WALL,
FILL ALL CELLS SOLID
A0.8
8
OH
4"8'-0" T.O. CMUPROVIDE WHEEL AND DIAGONAL
STL CABLE BRACING AT EACH
GATE END FOR SUPPORT
GC TO COORD 3/4"CANE
BOLTS & LATCHING
HARDWARE WITH OWNER
STAINLESS STEEL BOLLARD TO MATCH THE
NISSAN BUILDING BOLLARDS
SCHED GRADE PER CIVIL
CONC FOUNDATION / FOOTING PER STRUCT
5" DIA x 10.5' STEEL TUBE,
CONCRETE FILLED AT EA GATE,
PTD (BLACK)
EMBED GATE POSTS IN CONC
(12" DIA x 3'-0" DEEP)
1/8" STL PLATE HASP W/ HOLES TO ACCEPT
PADLOCK BY OWNER, PTD (BLACK)
CMU-1
7'-6"1/8" STEEL PLATE HANDLES, PAINTED (BLACK)
CONC SLAB BEYOND
2x2 TUBE STEEL FRAME, PAINTED (BLACK)
CMU WALL CAP TO MATCH CMU
BELOW, SLOPED TOP TO DRAIN
STEEL PIPE PIVOT HINGES (BLACK)
STEEL PIPE SLEEVES WELDED
TO POSTS TO SUPPORT HINGES
(BLACK)
1 1/2" 20 GA. PRIMED METAL DECK,
TYP, PAINTED (BLACK)
CMU-1
4" DIA x 10.5' STEEL TUBE,
CONCRETE FILLED / DOMED TOP
AT EA GATE, PTD (BLACK)
EMBED GATE POSTS IN CONC
(12" DIA x 3'-0" DEEP)
STEEL PIPE PIVOT HINGES (BLACK)
STEEL PIPE SLEEVES WELDED
TO POSTS TO SUPPORT HINGES
(BLACK)
1 1/2" 20 GA. PRIMED METAL DECK,
TYP, PAINTED (BLACK)
CONC FOUNDATION / FOOTING PER STRUCT
1/8" STL PLATE HASP W/ HOLES TO ACCEPT
PADLOCK BY OWNER, PTD (BLACK)
1/8" STEEL PLATE HANDLE, PAINTED (BLACK)
CONC SLAB BEYOND
2x2 TUBE STEEL FRAME, PAINTED
(BLACK)
CMU WALL CAP TO MATCH CMU
BELOW, SLOPED TOP TO DRAIN
6"7'-6"CONC. DOME
6" ROUND STEEL PIPE -(SEE EXT ELEV),
CONCRETE FILLED
SEALANT
FINISH PAVING SURFACE
FOOTING DEPTH &
FOUNDATION PER
STRUCT48"ANGLE GATE FRAME
HSS PIPE, CONCRETE FILLED,
SEE EXT ELEV FOR SIZES
PLAN VIEW
SECTION VIEW
METAL DECK IN HSS FRAME
WELD PAD AS REQUIRED, TYP.
PAINT
WRAP AROUND HINGE, TYP.
PAINT
CMU WALL,
FILL ALL CELLS SOLID
CMU WALL CAP,
SLOPE TO DRAIN
6" CONCRETE SLAB, SLOPE
TO FRONT
COMP. FILLER CAPPED W/ SEALANT
6" CONCRETE CURB (WHEELSTOP)
8"X8"X16" CMU
3' - 0"SCHED HEIGHT, RE: EXT ELEV3' - 0"1' - 0"FOUNDATION, RE: STRUCT
#5x6'-0" DOWEL,
SPACE TO MATCH
VERT WALL REINF
#5 @ 24"
(2) #5 BOND BEAM
CONC FTG REINF W/ (4) #5
LONG & #4@12" TRANSVERSE
#5x @16"
10FULL HT8X8X16 SPLIT FACE CMU W/ CONCAVE STRUCT
JOINTS, CLEAR PENETRATING SEALER ON EA.
SIDE
CMU WALL CAP
4X4 STL HSS TUBE FILLED W/ CONC. WED
STEEL CAP IN FIELD, PAINT TYP.
TRASH ENCLOSURE GATE WITH 1-1/2" TS.S. GATE
FRAME W/ 1-1/2" METAL DECKING -PNT. PROVIDE
HEAVY DUTY STRAP HINGES & FLUSH BOLT
6" PCCP, SLOPE 1/4"/ 12" TOWARDS GATE.
REF: CIVIL
4" GRADING "W" BASE COURSE
5/8" DIA. STEEL HANDLE
AT EA. GATE, PAINTED TYP.
STEEL LATCH, PNT TYP.
CANE BOLT AT EA. GATE,
PAINTED TYP.
STEEL EMBED PLATE AT GATE'S CLOSED AND
OPEN POSITIONS. DRILL THRU PLATE FOR GATE
KEEPER . PROVIDE 1" RIGID INSUL. TO PROTECT
DRILL BIT. DRILL THROUGH CONC. FOR
DRAINAGE THRU TO GRAVEL
1/4" STEEL PLATE GUSSET IN EA. CORNER. ANGLE
SUPPORT ROD WELDED TO GUSSET, PAINT TYP.
#5x6'-0" DOWEL,
SPACE TO MATCH
VERT WALL REINF
#5 @ 24"
8" CMU WALL
(2) #5 BOND BEAM
1'-0"2'-6"10"
CONC FTG REINF W/ (4) #5
LONG & #4@12" TRANSVERSE
#5x @16"
10FULL HT3'-0"
EXTERIOR INTERIOR
COLUMN W/ 1/4" CAP PLATE EACH
END. EXTEND COLUMN INTO
CONCRETE PILASTER. PAINT STEEL IN
CONTACT W/ CONCRETE W/MASTIC
18"x18" CONC PILASTER, REINFORCE
W/ (8)-#5 FOOTING DOWELS AND #
4 TIES AT 10"3"10"FULL HT6"
8" CMU WALL
VERIFY W/ ARCHITECTURAL
4"
STEEL COLUMN PER PLAN AND
SCHEDULE
5" COLUMN MIN.
WALL CAP
8" CONC. WALL
REINF PER 2/S201
EXTERIOR CONC. SLAB ON
GRADE
4"
CONTINUOUS FOOTING, SEE
FOUNDATION PLAN FOR MARK &
FOOTING SCHJEDULE FOR SIZES
AND REINFORCEMENT.
SEE PLAN/ SECTIONS
SEE PLAN/ SECTIONS
SEE PLAN/ SECTIONS
BASE PLATE AND ANCHOR BOLTS
PER SCHEDULE
2'-0" SQ. CONC. PILASTER;
REINF w/(8) #5 x
DOWELS AND
#4 TIES AT 10".
206 East 4th Street, Loveland, Colorado 80537
SHEET ISSUANCE: DATE:
Plot Date:
Seal:
N O T F O R C O N S T R U C T I O N F O R R E F E R E N C E O N L Y
6/27/2022 2:37:49 PM
A0.8 FORT COLLINS NISSANDEALERSHIP DEVELOPMENT5811 S COLLEGE AVE, FORT COLLINS, CO 80525TRASH
ENCLOSURE
DETAILS
21010
PLANNING SUBMISSION
1/8" = 1'-0"A0.8
1 ENLARGED SITE PLAN - TRASH ENCLOSURE
1/4" = 1'-0"A0.8
3 ELEVATION - TRASH ENCLOSURE - FRONT
1/4" = 1'-0"A0.8
2 ELEVATION - TRASH ENCLOSURE - SIDE
PLANNING SUBMISSION 10/06/2021
DESIGN DEVELOPMENT 02/17/2022
80% CD PROGRESS SET 03/24/2022
PLANNING SUBMISSION 06/27/2022
3/4" = 1'-0"A0.8
4 BOLLARD DETAIL
1 1/2" = 1'-0"A0.8
8 GATE HINGES AT TRASH ENCLOSURE
3/4" = 1'-0"A0.8
5 TRASH ENCLOSURE SECTION - CMU
3/4" = 1'-0"A0.8
6 TRASH ENCLOSURE CMU WALL SECTION & GATE ELEVATION
3/4" = 1'-0"A0.8
7 TRASH ENCLOSURE WALL SECTION & ELEVATION