HomeMy WebLinkAboutC2.2CivilDetails 1 A
T 3-FT WIDE GONG. APRON 4 ° - °
TOP BACK OF CURB d ° ° TRANSITION CURB DOWN. NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT
FACE OF CURB BLEND TO APRON. THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL
LINE A MINIMUM OF 12'(30em) FROM THE EDGE OF THE TRENCH
° OPENING. WHERE NEAT LINE IS LESS THAN 3'(0.9m) FROM EDGE
- ° - OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION,
A A - - REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN
TRENCH AND EDGE OF PAVEMENT.
a 4
3-FT.° °
MAINTAIN DRAINAGE - -° ° - °a FT
BACK BACK OF CURB THROUGH CHANNEL ° 1 ° a °
FACE OF CURB a Ia ° °e ° I °-° a EXISTING STREET SURFACE VERTICAL TRENCH WALLS WITH
VARIES SEE PLANS ° ° - SHORING TO CONFORM TO O.S.H.A.
3-FT WIDE APRON. REGULATIONS*
GUTTER PAN A 612'(30 cm)MIN.
EDGE OF PAVEMENT SUBGRADE OR GROUND
ccc_ / ASPHALT PARKING LOT SURFACE
FACE OF CURB \
PLAN VIEW /
EDGE OF PAVEMENT BACK OF CURB Y
2-FT WIDE
BLEND STD CURB 1/4" LIP INSTALL DETECTABLE SLOPING, BENCHING OR
TO APRON ASPHALT PARKING LOT WARNING TAPE 18'(45em) SUPPORT SYSTEMS IN THIS
DEP111 AREA TO CONFORM TOAX,
6% GRADE BACKSLOPE AS SPECIFIED M
3-FT WIDE CON O.S.H.A.REGULATIONSC. APRON. MATCH (OPTIONAL) M
VARIES SLOPE TO POND BOTTOM. .. - 1'O CONFORM TO O.S.H.A.
SEE PLANS - 6" MIN. REGULATIONS*
FINISHED GRADE
LANDSCAPE ISLAND FINISHED GRADE
BEHIND PARKING
0.45' 3" CRUSHED DETAIL GRAVEL BASE MIN. TRENCH BACKFILL•C• B_(15em)
C2.2 LANDSCAPE ISLAND DRAIN CHANNEL SECTION A
NTS 2 DETAIL
C2.2 FLAT SPILL CURB j SELECT TYPE I BEDDING
NTS
MATERIAL PLACED
IN 8'(15cm) LAYERS do
NOTE: SIGN WORDING TO 47 5/8-INCHES TYPE I PIPE BEDDING COMPACTED AS SPECIFIED
CONFORM TO CURRENT PLACED IN 6'(15cm)MAX. IN SECTION 02221.
RESERVED CITY STDS.
LAYERS AND COMPACTED 4'(10cm)
PARKING
SIGN THOROUGHLY.
RESERVED PARKING SIGN TRENCH YADIH=O.D.OF PIPE PLUS 2'(60on)
WITH VAN ACCESSIBLE RESERVED MIN. TRENCH WIDTH-3.5'(1.1m)
SIGN. LOCATION VARIES SEE PARKING SIGN TYPE 2 PIPE BEDDING
PLANS 1 2 3 4 5
WHERE REOUIRED FOR
PERMIT REQUIRED SOFT OR UNSTABLE
$100 FINE 2% MAX SIDEWALK
FOUNDATION
CROSS-SLOPE uNOTE: SEE CONTRACT SPECIAL PROVISIONS FOR ANY
LANDING MODIFICATIONS TO STANDARD TRENCH MATERIALS
VAN—ACCESSIBLE FACE OF CURB SURFACE MOUNT PER AND/OR OTHER TRENCH DESIGN FEATURES
BACK OF CURB MANUFACTURER'S
SPECIFICATIONS
VAN START/END RAMP. SEE O.S.H.A. CONSTRUCTION STANDARDS
ACCESSIBLE MAX SLOPE OF 1:12 FRONT VIEW FOR EXCAVATIONS.
SIGN ACCESS \/ REVISED: 10/25/02
AISLE o
2 3/8-IN DIA. SCHEDULE CITY OF BILLINGS SCALE., STANDARD DRAWING _
4" WIDE STRIPE 631/4—IN__�
L PIPE TYPICAL UTILITY TRENCH DETAILS
° PAINTED SYMBOL 4" PAINTED STANDARD SPECIFICATIONS NONE NO.02221-1
(TYP)-2 COATS STRIPED IN DIA. SOLID
(2 COATS) L ROD
PAINT BLACK DETAIL
CURB 20 3/32-IN C2.2 UTILITY TRENCH °
NTS �
�g SEE VARIES
33 7/8-IN -
NOTES:
1. ONE ACCESSIBLE PARKING SPACE MUST BE 3. VAN-ACCESSIBLE SPACE CAN BE USED BY =
DESIGNATED "VAN-ACCESSIBLE", THE OTHER ANY VEHICLE WITH A DMV DISABLED PERMIT.SPACE CAN BE EITHER "VAN-ACCESSIBLE" OR
STANDARD PARKING SPACE. 4. MAXIMUM SPACE
CROSS SLOPE ALLOWED IN
PARKING SPACE OR ACCESS AISLE.
2. VAN-ACCESSIBLE SPACE SHALL HAVE AN
ADDITIONAL SIGN MOUNTED BELOW THE
1I� 1�7
STANDARD SPACE PARKING SIGN. 3 � -TAIL �� DETAI L. SIDE VIEW -
C2.2 ACCESSIBLE PARKING C2.2 BIKE RACK
NTS NTS
NO. REVISIONS DRAWN BY DATE PROJECT SHEET
S [IL[ WA E HOSPICE 32 DISCOVERY DRIVE DATE: 11/23/2021
BOZEMAN,MT 59718 Civil Engineering
DETAILS C2a2
CIVIL DETAILS PHONE(406)582-0221 Geotechnical Engineering gLL1ED
FAXeden 5 eering. Land Surve in ENGINEERING
PROJECT ENGINEER: RSR DRAWN BY: MCG 1�,�q�g1�M NY M 1�T �y www.alliedengineering.com y g sExxwcEs,urc. y STIILLWATER HOSPICE
JL)'IJ1eJLa1VllA1Qi 1Vll®1NTAlaIA
DESIGNED BY: RSR, MCG REVIEWED BY: RSR 9 °'�ese CIVIL DETAILS