HomeMy WebLinkAboutB18-0096_Additional Approved Plans_1537563786.pdf09/21/18
09/21/18
TYPICAL DRIVEWAY SECTION A-A N.T.S.
% VARIES (SEE PLANS)
2.0%
4.0'
2.0'
1.0'
% V ARI ES
% VARIES
CDOT TYPE 2 (SECTION IIB)
CURB AND GUTTER CDOT TYPE 2 (SECTION IB)
CURB AND GUTTERINSTALL 4" ASPHALT
IN (2) LIFTS (TYP.)
INSTALL 8" CDOT CLASS-6
BASE COURSE COMPACTED
AT 95% STANDARD PROCTOR (TYP.)
GEOTECHNICAL ENGINEER
APPROVED PROOF-ROLLED
SUB-GRADE (TYP.)
CL
11.0' 11.0'
4.0' CONCRETE
SIDEWALK (4" THICK) (TYP.)
LANDSCAPING (TYP.)
-SEE PLANS
% Varies (See Plans)
2%
4.0'
2.0'
1.0'
3:1 (TYP.)
% Varies
CDOT TYPE 2 (SECTION IIB)
CURB AND GUTTER CDOT TYPE 2 (SECTION IB)
CURB AND GUTTERINSTALL 4" ASPHALT
IN (2) LIFTS (TYP.)
INSTALL 8" CDOT CLASS-6
BASE COURSE COMPACTED
AT 95% STANDARD PROCTOR (TYP.)
GEOTECHNICAL ENGINEER
APPROVED PROOF-ROLLED
SUB-GRADE (TYP.)EARTH (TYP.)
CL
11.0' 11.0'
% Varies (See Plans)
4.0' CONCRETE
SIDEWALK (4" THICK) (TYP.)
LANDSCAPING (TYP.)
-SEE PLANS
TYPICAL DRIVEWAY SECTION B-B N.T.S.
3:1 (T Y P .)
4.0' LANDSCAPING
TIER
GRADE TO EXISTING
(2:1 MAX)
4.0'
2.0'
% VARIES (SEE PLANS)
INSTALL 8" CDOT CLASS-6
BASE COURSE COMPACTED
AT 95% STANDARD PROCTOR (TYP.)
DESIGN-BUILD REDI-ROCK
RETAINING WALL
(6.0' MAX.) (TYP.)
(BY OTHERS)
6.0'
6.0'
DESIGN-BUILD REDI-ROCK
RETAINING WALL
(6.0' MAX.) (TYP.)
(BY OTHERS)
3:1 (TYP .)
4.0' LANDSCAPING
TIER
4.0'
6.0' MAX
(HEIGHT VARIES)
DESIGN-BUILD REDI-ROCK
RETAINING WALL
(6.0' MAX.) (TYP.)
(BY OTHERS)
NOTE:
DRIVEWAY RETAINING WALL
DESIGN IS A DEFERRED
SUBMITTAL. DESIGN BY OTHERS
TYPICAL ASPHALT PAVING SECTION N.T.S.
*INSTALL 4" ASPHALT
IN (2) LIFTS (TYP.)
2% MIN.
*INSTALL 8" CDOT CLASS-6
BASE COURSE COMPACTED
AT 95% STANDARD PROCTOR
(TYP.)
*GEOTECHNICAL ENGINEER
APPROVED PROOF-ROLLED
SUB-GRADE (TYP.)
EARTH (TYP.)
*NOTE: CONTRACTOR SHALL INSTALL 16" BASE COURSE (6" MAX LIFTS)
COMPACTED AT 95% STANDARD PROCTOR AND 4" HMA (2" LIFTS) FOR DRIVEWAY
CONSTRUCTION WITHIN THE CDOT RIGHT-OF-WAY. SUBGRADE, EMBANKMENTS,
AND BACKFILL SHALL COMPLY WITH SECTIONS 203 & 304 OF THE COLORADO HIGHWAY
SPECIFICATIONS FOR ROAD AND BRIDGE (LATEST EDITION)
- REFER TO CDOT ACCESS PERMIT TERMS AND CONDITIONS ITEM #9.
TYPICAL ASPHALT SHEAR STEP N.T.S.
INSTALL 4" ASPHALT
IN (2) LIFTS (TYP.) GEOTECHNICAL ENGINEER
APPROVED PROOF-ROLLED
SUB-GRADE (TYP.)
EARTH (TYP.)
*2" MILL AND OVERLAY
12" MIN.WIDE STRIP
FROM SAWCUT PER
CDOT SPECIFICATIONS (TYP.)
INFRARED SEAL
JOINT (TYP.)
EXISTING
ASPHALT (TYP.)
*SAWCUT
FULL DEPTH (TYP.)
1.0' 1.0'
EDGE OF
EXISTING ASPHALT
*NOTE: ASPHALT REMOVEAL AND SAWCUT SHALL BE PER
CDOT ACCESS PERMIT TERMS AND CONDITIONS ITEM #10.
EXISTING
ASPHALT
1/2"/FT1/2"/FT
SEE TYPICAL ASPHALT
PAVING DETAIL (TYP.)
% VARIES % VARIES
8.0'
CONCRETE VALLEY PAN
(8" THICK) (TYP.)
FL
GEOTECHNICAL
ENGINEER
APPROVED
PROOF-ROLLED
SUB-GRADE (TYP.)
EARTH (TYP.)
TYPICAL VALLEY PAN SECTION N.T.S.
INSTALL 6" CDOT CLASS-6
BASE COURSE COMPACTED
AT 95% STANDARD PROCTOR
(TYP.)
INSTALL #4 REBAR
12" O.C. (TYP.)
CONCRETE PATHN.T.S.
INSTALL 6" CDOT CLASS-6
BASE COURSE COMPACTED
AT 95% STANDARD PROCTOR
(TYP.)
CONCRETE PATH
(4" THICK) (TYP.)10.0'
2.0%
EXISTING SOIL SCARIFY AND COMPACT
TO 95% STANDARD PROCTOR
(TYP.)
% VAR
I
E
S
% VAR
I
E
S
ISSUED FOR PERMIT 30 BENCHMARK RD., STE 216, P.O. BOX 978, AVON, CO 81620 PH: (970)949-50729618 BROOK HILL LANE, LONE TREE, CO 80124 EMAIL: INFO@INTER-MTN.NET1
09/21/18
Sheet Drawing No.
HILTI, Inc.
Date
Scale
1. GYPSUM WALL ASSEMBLY (UL/cUL CLASSIFIED U300, U400, V400, OR W400 SERIES) (1-HR. FIRE-RATING).
2. [NOT SHOWN] WOOD STUDS TO CONSIST OF NOMINAL 2" x 4" LUMBER (SPACED MAXIMUM 16" O/C).
STEEL STUDS TO BE MINIMUM 3-1/2" WIDE (SPACED MAXIMUM 24" O/C).
3. PENETRATING ITEM TO BE A SHOWER VALVE ASSEMBLY CENTERED WITHIN THE OPENING AND
CONSISTING OF THE FOLLOWING :
A. STAINLESS STEEL OR STEEL HANDLE, BRASS MIXING VALVE, AND MINIMUM 7" DIAMETER
ESCUTCHEON PLATE LAPPING A MINIMUM 1" ONTO WALL BEYOND OPENING.
B. MAXIMUM 1/2" NOMINAL DIAMETER COPPER OR IRON SUPPLY PIPES OR TUBES CONNECTED TO
SHOWER VALVE ASSEMBLY AND RIGIDLY SUPPORTED WITHIN THE WALL CAVITY.
4. MINIMUM 3/8" DEPTH HILTI CFS-S SIL GG FIRESTOP SILICONE SEALANT INSTALLED AROUND PERIPHERY
OF OPENING ALONG CUT EDGE OF GYPSUM BOARD.
5. TWO LAYERS OF HILTI CP 648E WRAP STRIP (NOMINAL 3/16" THICK x 1" WIDE) WRAPPED AROUND INSIDE
OF OPENING IN GYPSUM BOARD WITH ENDS BUTTED AND HELD IN PLACE WITH TAPE. WRAP STRIP
INSTALLED FLUSH WITH WALL SURFACE AND HELD IN PLACE WITH FIRESTOP SEALANT (ITEM 4).
WL
7271a
1 of 1
3/16" = 1"
Mar. 6, 2018
UL SYSTEM NO. W-L-7271
F-RATING = 1-HR.
T-RATING = 1-HR.WL7271a.030618SHOWER VALVE ASSEMBLY THROUGH GYPSUM WALL ASSEMBLY
Plano, Texas USA (800) 879-8000
NOTES : 1. MAXIMUM DIAMETER OF OPENING = 5".
2. ANNULAR SPACE BETWEEN OPENING AND PENETRATING VALVE = MAXIMUM 1-7/8".
A
A
SECTION A-A FRONT VIEW
4
5
1
3
2
3
09/21/18
P.O. BOX 978, AVON, CO 81620 PH: (970)949-5072 FAX: (970)949-93399618 BROOK HILL LANE, LONE TREE, CO 80124 EMAIL: INFO@INTER-MTN.NET10'
SCALE: 1" = 10'
0 20'
09/21/18
P.O. BOX 978, AVON, CO 81620 PH: (970)949-5072 FAX: (970)949-93399618 BROOK HILL LANE, LONE TREE, CO 80124 EMAIL: INFO@INTER-MTN.NET10'
SCALE: 1" = 10'
0 20'
09/21/18