HomeMy WebLinkAboutBLOCK 19 LOTS 1-6 BOHEMIAN OFFICE BUILDING 260 EAST MOUNTAIN AVENUE - Filed SP-SITE/LANDSCAPE PLAN - 2009-09-28CONCRETE BAND NOTES:
RE: SITE PLAN CIRCULAR PLANTER, TYP. I. WALL TO BE BUILT ON RADIUS, CAPSTONES SHALL NOT BE CUT ON RADIUS.
REFER TO (OVERALL) LAYOUT PLAN FOR RADIUS OF WALL.
CIRCULAR PLANTER, TYP. RE: DETAIL 13/Dl AND SANDSTONE 2.
WALL SECTION 8/D23. REFER TO SANDSTONE WALL SECTIONS 8/D2 AND 9/D2.
.
RE: DETAIL 13/Dl AND SANDSTONE 4. CONTRACTOR TO FIELD VERIFY MEASUREMENTS PRIOR TO FABRICATION OF STONE ON SANDSTONE WALLS.
WALL SECTION 8/D2. STAINLESS STEEL DOWELS FOR 5. RAKE GROUTED JOINTS SMOOTH, RECESSED 1/4". VERTICAL JOINT
BETWEEN EACH CAP
SECURING CAPSTONES 6. CAPSTONE JOINTS SHALL BE RADIAL TO CENTER POINT OF WALL ARC. BET
RE: 8/D2 AND 9/D2 7. PROVIDE EXPANSION MATERIAL BETWEEN CONCRETE STEPS AND STONE VENEER OF SANDSTONE WALL, TYP. STONE, GROUT JOINT
8 � CENTER CONCRETE WITH MORTAR TO
I I I D2 I BANDS AND POTS ON I MATCH ARCH.
RTr� O/N 2.1 JCL CL3,1„ iL iL 3;IL BUILDING COLUMNS, TYP. IL �REOSITEPIANNCRETE �ND
1 Eql / 7� 12" TO CENTER
NOTES:
1. CAPSTONE NOT SHOWN FOR CLARITY
TYPE 1 SANDSTONE WALL
FACADE ON FRONT AND BACK
OF WALL
END OF WALL SHALL HAVE
FULL LENGTH SANDSTONE
VENEER
CMU CORE WALL, TYP.
EDGES SHALL BE FLUSH
WITH SANDSTONE VENEER
ON FRONT AND BACK Of TYPE 1 END OF
TW 75.84
TW 75.81
N.T.S.
CORE ,
(BEYOND), TYP.
AL JOINT BETWEEN EACH
i, GROUT JOINT WITH
MATCH ARCH.
ORE DRILL END OF CAPSTONE 2'_114
FOR DRAIN LINE AND IRRIGATION LINE, TYP.
TYPE 2 SANDSTONE WALL
CAPSTONES SHALL NOT VARIES -
EXTEND OUT OVER TYPE I SEE LAYOUT
SANDSTONE WALL PLAN ABOVE
CAPSTONES, TYP.
CAPSTONE, TYP.
TYPE 1 SANDSTONE
WALL FACADE SHALL BE
DIVIDED INTO (6) EQUAL EQ.
WIDTH STONES PER EVERY
(1) CAPSTONE, FRONT AND TYPE 1 SANDSTONE
BACK OF WALL, TYP. WALL FACADE
ELEVATION
N.T.S.
TOP OF CIRCULAR
PLANTER IS CURVED. TALL
SIDES OF PLANTER SHALL
ALIGN WITH SANDSTONE
WALL AS SHOWN, TYP. m '
TW 75.36 -
EQ, EQ.� EQ. EQ
8'-1' TO CENTER
OF VERTICAL JOINT
e �
r'v
* Eq`'\�
Eq
EQ.
8 84„TO
2 114 Of )/ERTlpg1 �� NT
CAPSTONE, TYP.
VARIES - SEE LAYOUT
PLAN ABOVE
TYPE 2 SANDSTONE
WALL FACADE SHALL HAVE
(1) VENEER STONE PER
EVERY (1) CAPSTONE,
FRONT AND BACK OF
WALL, TYP.
ALIGN JOINTS OF
VENEER AND JOINTS
OF CAPSTONE, TYP.
TYPE 2 SANDSTONE WALL
FACADE ELEVATION
N.T.S.
1V5`Ibxb!
TW 65.62
$„o 175.36
TW 75.33
N
Eq.
2'_g�i.
LAYOUT PLAN
= °
EQ. EQ.
E�
a
-o
_
Id
EQ. EQ. EQ. EQ.v
Ep.
8'-1 V TO CENTER OF
VERTICAL JOINT
EQ'
1, 10 CEN�ERt
41
7_114
2.1 IZ
4
9 � 1p\N
OF VEtLS\Cl`
NOTES:
7-
1. CAPSTONE NOT SHOWN FOR CLARITY.
ALIGN EDGE OF WALLS
TYPE 2 SANDSTONE WALL
WITH EDGE OF CONCRETE
FACADE ON FRONT AND BACK
BAND, WHICH ALIGNS
OF WALL
WITH COLUMN OF ARCH.
END OF WALL SANDSTONE
VENEER
EDGES SHALL BE FLUSH
WITH SANDSTONE VENEER
ON ENDS OF WALL, TYP. `^
CMU CORE WALL, TYP. TYPE 2 END OF
NOTES:
1. REFER TO GRADING PLANS FOR ELEVATIONS OF ADJACENT PAVED SURFACES.
2. CAPSTONES OF SANDSTONE WALL TO DRAIN TOWARDS MOUNTAIN AVENUE.
3. REFER TO (OVERALL) LAYOUT PLAN FOR RADIUS OF WALLS.
TW 75.65
TW 75.65
TW 75.62
TW 75.36
:`== TW 75.331"�.
TW 75.84
TW 75.81
TYPE 2 SANDSTONE WALL
TYPE 1 SANDSTONE WALL TYPE 1 SANDSTONE WALL
TYPE 2 SANDSTONE WALL TYPE 2 SANDSTONE WALL
TYPE 1 SANDSTONE WALL
FACADE PLAN AND GRADING PLAN
SANDSTONE WALL LAYOUT PLAN, FACADE PLAN, GRADING PLAN, AND ELEVATIONS
SCALE: 1/4" = 1'-0"
NOTES:
1. STUB IRRIGATION PIPE AND DRAINAGE PIPE THROUGH CMU CORE WALL.
2. REFER TO SANDSTONE WALL DETAIL 7/D2.
3. PLANTING MIXTURE SHALL CONSIST OF FILTER FABRIC ON BOTTOM OF CIRCULAR PLANTER, 2' THICK LAYER Of 3/4' ROCK FOR DRAINAGE, ANOTHER LAYER OF FILTER FABRIC, THEN THE PLANTING MIXTURE CONSISTING OF POTTING SOIL.
4. REFER TO SLEEVES PLAN (IRRIGATION DRAWINGS) FOR LOCATION AND DEPTH OF SLEEVES FOR IRRIGATION PIPES.
5. SPECIFY CORE DRILL SIZE FOR DRAINAGE AND IRRIGATION PIPE WHEN ORDERING CIRCULAR PLANTERS.
6. USE 1 /2' x 12' STAINLESS STEEL DOWEL SET 11" INTO CMU CORE, TWO DOWELS PER CAPSTONE MIN. TO SECURE CAPSTONES TO CORE WALL. DRILL CAPSTONE 1" DEEP AND USE EPDXY TO SECURE CAPSTONE TO DOWEL/CMU CORE.
7. SANDSTONE VENEER SHALL BE PROVIDED ON ENDS OF WALLS, SEE DETAIL 7/D2.
8. DOWEL SANDSTONE WALL TO ADJACENT STEPS USING #4 X 12' @ 18' O.C.
ALIGN BOTTOM EDGE OF PLANTER
WITH BACK OF CAPSTONE AS SHOWN PLANTING MIXTURE, TYP.
COORDINATE CORE DRILLING OF SLOPE CAPSTONE PER
CIRCULAR PLANTER (FOR IRRIGATION SLOPE CAPSTONE 3' DIA. X 1/4" THICK X 24' LONG MIN. GALVANIZED STEEL PIPE. GRADING PLAN DETAIL 7/D2
AND DRAIN LINES) WITH PER GRADING PLAN EXTEND IRRIGATION AND DRAIN PIPES THROUGH PIPE. FILL PIPE WITH INTERLOCKING PAVERS OR
MANUFACTURER. DETAIL 7/D2 GROUT AND SEAL JOINT BETWEEN CORE DRILLED CIRCULAR PLANTER CONCRETE BAND. PROVIDE
POT AND GALVANIZED STEEL PIPE. SEAL TOP SURFACE OF PIPE WITH EXPANSION MATERIAL WHERE
INTERLOCKING PAVERS OR 1/2' THICK SELF LEVELING EPDXY SO THAT WATER DRAINS THROUGH CONCRETE BAND ABUTS
CONCRETE BAND. PROVIDE MOUTH OF DRAIN PIPE. EMBED PIPE IN CMU CORE WALL AND GROUT SANDSTONE WALL. VARIES
EXPANSION MATERIAL WHERE 1 -6. IN PLACE. TOP OF STEEL PIPE SHALL BE THREADED AND SHALL EXTEND
CONCRETE BAND ABUTS 3/4" MAX. ABOVE INTERIOR OF CIRCULAR PLANTER POT. USE 1 /2"
SANDSTONE WALL. /VARIES, 4 THICK NUT/WASHER TO SECURE CIRCULAR PLANTER TO PIPE.
PROVIDE CONTINUOUS -
OPEN -BOTTOM BOND
BEAM, REINFORCE WITH
2 - #5 CONTINUOUS
MITCHELL
BLOCKS BUILDING
7 5/8" N. V °
m low
0111ll ON
1I11( 4 1 4 < 4
3' 1'-6" 3"
2'
STAINED FACE BUFF SANDSTONE CAPSTONE TO MATCH ARCH. CLEFT
FACE WITH SNAP CUT EDGES. GROUT JOINTS SHALL MATCH ARCH. IN
COLOR AND TOOLING AND SHALL BE RECESSED 1/4'. CAPSTONE SHALL
BE FLUSH WITH VERTICAL FACE OF SANDSTONE VENEER ON FRONT,
BACK, AND BOTH ENDS OF WALL. VERTICAL FACE OF SANDSTONE
VENEER SHALL NOT EXTEND PAST EDGES OF CAPSTONE, TYP.
STAINED FACE BUFF SANDSTONE VENEER TO MATCH ARCH. CLEFT FACE WITH
SNAP CUT EDGES, EXTEND SANDSTONE VENEER 4' MIN. BELOW FINISH GRADE
GROUT JOINTS SHALL MATCH ARCH. IN COLOR AND TOOLING AND SHALL BE
RECESSED 1/4".
FINISHED SURFACE ELEVATION VARIES, SEE GRADING PLAN, RE: CIVIL DWGS.
INTERLOCKING PAVERS OR CONCRETE BAND. PROVIDE EXPANSION MATERIAL
WHERE CONCRETE BAND ABUTS SANDSTONE WALL.
MORTAR TO MATCH ARCH., TYP.
CMU CORE, FILL CELLS WITH GROUT
STUB 3/4' DRAINAGE PIPE THROUGH CMU WALL TYP. DAYLIGHT IN TRENCH
DRAIN, SEE DETAIL 5/D4 AND CIVIL DRAWINGS.
STUB IRRIGATION PIPE THROUGH CMU WALL TYP., RE: IRRIGATION DRAWINGS
IRRIGATION AND DRAINAGE SLEEVES, TYP.
DOWELS FROM FOOTING: #5 @ 24' O.C.
CONTINUOUS REBAR IN FOOTING: 2 - #5
STANDARD GRAY CONCRETE FOOTING
COMPACTED SUBGRADE
MOUNTAIN
AV
SECTION
PROVIDE CONTINUOUS -
OPEN -BOTTOM BOND
BEAM, REINFORCE WITH
2 - #5 CONTINUOUS
z
i
M
i 1 1=1 r- . J L `4
MITCHELL
E BLOCK BUILDING
3' 1'_6' 3.
2'
TW 75.62 J
TYPE 2 SANDSTONE WALL
TYPE 1 SANDSTONE WALL
TW 75.36
TW 75.33
WALL PLAN VIEW
N.T.S.
STAINED FACE BUFF SANDSTONE CAPSTONE TO MATCH ARCH. CLEFT
FACE WITH SNAP CUT EDGES. GROUT JOINTS SHALL MATCH ARCH. IN
COLOR AND TOOLING AND SHALL BE RECESSED 1/4'. CAPSTONE SHALL
BE FLUSH WITH VERTICAL FACE OF SANDSTONE VENEER ON FRONT,
BACK, AND BOTH ENDS OF WALL. VERTICAL FACE OF SANDSTONE
VENEER SHALL NOT EXTEND PAST EDGES OF CAPSTONE, TYP.
1/2" x 12" STAINLESS STEEL DOWEL SET 11' INTO CMU CORE, TWO
DOWELS PER CAPSTONE MIN. DRILL CAPSTONE 1" DEEP AND USE EPDXY
TO SECURE CAPSTONE TO DOWEL/CMU CORE (BEYOND)
3 1 /2" THICK STAINED FACE BUFF SANDSTONE TO MATCH ARCH.
CLEFT FACE WITH SNAP CUT EDGES, EXTEND SANDSTONE VENEER 4' MIN.
BELOW FINISH GRADE. GROUT JOINTS SHALL MATCH ARCH. IN COLOR
AND TOOLING AND SHALL BE RECESSED 1/4".
FINISHED SURFACE ELEVATION VARIES, SEE GRADING PLAN, RE: CIVIL DWGS.
INTERLOCKING PAVERS
MORTAR TO MATCH ARCH., TYP.
CMU CORE, FILL CELLS WITH GROUT
DOWELS FROM FOOTING: #5 @ 24" O.C.
CONTINUOUS REBAR IN FOOTING: 2 - #5
STANDARD GRAY CONCRETE FOOTING
COMPACTED SUBGRADE
MOUNTAIN
AVENUE
SECTION
CMU CORE WALL
(BEYOND), TYP.
kZ'
3 1 /2' DIA. CORE DRILL
END OF CAPSTONE FOR
DRAIN LINE AND
\ IRRIGATION LINE, TYP.
`3/8" VERTICAL JOINT
BETWEEN EACH CAP
STONES, GROUT JOINT
WITH MORTAR TO MATCH
ARCH.
TOP OF WALL (TW) 75.65
TW 75.62
TW 75.36
TYPE 1 SANDSTONE WALL
TYPE 2 SANDSTONE WALL
TYPE 1 SANDSTONE WALL
SCALE: 1"= 1 0'
NORTH 0 5' 10, 20'
LANDSCAPE PLAN - BASIC DEVELOPMENT REVIEW
BOHEMIAN OFFICE BUILDING
260 E_ MOUNTAIN AVENUE
FORT COLLIIVS� COLORA�O
BHA DESIGN, INC. • 1 603 OAKRIDGE DRIVE FT. COLLINS, CO 80525 • TEL: (970) 223 - 7577
TYPE 1 SAN DSTON E WALL TYPE 2 SAN DSTON E WALL
2 SCALE: 3/4"
S H E E T [=>6
AUGUST 5, 2009
M3- 10