HomeMy WebLinkAbout008 C2.1 605 E Bryant - CIVIL DTLS BACK OF SIDEWALK
5.4" (0.45')
24" MAINTAIN 6-FT RAMP 5-FT 6-FT RAMP
PROPER 2% MAX. 2% MAX.
9' SIDEYARD 2%MAX.
2" SETBACK PER ! 1H:12V MAX 1H:12V MAXZONI `
REGULATIONS 0 0 0 0 O O O O
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5'TRANSITION SECTION FROM
5"
4" TOPSOIL a YR �- I . EXISTING CURB TO DROP CURB: O O O O O O O O
L(TYP.) i( 4'R
d TO PER 1'SLOPE
a °.
° ° :a dJ° 6• EXPANSION JOINTS COMPLETELY
I ° e. - • X 5• AROUND SIDEWALK SECTION EDGE OF PAVEMENT START CURB TRANSITION (TYP.)
I•�9" °ed. •a:• MAX.THROAT WIDTH
I d°'4, ,d a: I 35' COMMERCIAL FACE OF CURB DETECTABLE WARNING PAD (TYP.)
O O O O +I 40' INDUSTRIAL
CURB &APRON POURED MONOLITHIC
UNLESS OTHERWISE APPROVED BACK OF CURBDROP CRUSHED GRAVEL O O O O O O O O O O O O O O O SEES COB TAIIL 02528r1 RAMP.
OOOOO O O O O O O O O O O O
BASE — 3" MIN. 0000000000000000000000000000000
O O O O O O O O O O O O O O O O 11 CONTRACTION JOINT
SUB-BASE COURSE EXPANSION JOINTS AT CURB RETURNS
AS REQUIRED I 1'
�j���\/ SIDEWALK CONTRACTION JOINTS j BACK OF CURB TOP BACK OF CURB
SPACED AT 5' INTERVALS - MIN. FLOW LINE
C�`JJVV''���//\/i, DEPTH 1". EXPANSION JOINTS 1H 12V 1H:12�
COMPACTED SUBGRADE TO BE PLACED AT 25' a EDGE OF GUTTER
INTERVALS. p
Ix VARIABLE
CONTRACTION JOINTS TO BE SPACED a. (5.5'TYP.)
s" 1 s" 3/4.
AT 10' INTERVALS IN CURB & GUTTER EDGE OF PAVEMENT DROP CURB NO LIP
j _3 a'PER 1'SLOPE SLOPE AT 1%MAX.211 MIN EXPANSION JOINT MATERIAL SHALL BE 1/2"THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. J ETA
2•PER I'SLOPE ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. p DETAIL
8" lei'.
.5�I
GRADE ESTABLISHED AS 1/4' RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB C2.1 PEDESTRIAN RAMP
F��
R MATCH EXISTING SIDEWALK GRADE NTS
DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB SIDEWALK DRIVEWAY APRON
1' + 5 TYP. TYP.
(VARIES)
PER F007 SLOPE SLOPE STREET SURFACE
NOTES z
J
1. Subgrode or base course compaction shall conform to section 02230 (M.P.W. Specs., 1996 ad.) 'o O• • ASPHALT OR CONCRETE
2. Contraction joints shall be placed at 10' intervals and shall have o minimum depth of 3/4"and minimum width of 1/8". w , o 0 0 �•0' AS NOTED ON PLANS
3. 1/2' expansion joint material shall be placed at all P.C.s, P.T.s, curb returns and at not mom than 300'intervals. The 0.
expansion material shall extend through the full depth of the curb and gutter. a 3"WASHED ROCK CURB & GUTTER 6" THICK CONCRETE TO EXTEND
4. No curb and gutter shall be placed without a final form inspection by the City Engineer or his representative. MIN. 6"THICK • 0, •' TO BACK OF LANDING OR AS
5. Concrete shall be Class M-4000.
M-4000 CONCRETE •+ ,,:• .�• "• •• •.,.•.�• NOTED ON THE PLANS.
6. Crushed gravel base shall meet the requirements of Section 02235 (MPW SPECS, 2003 ad.) For curb and + OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH • ,.•.., '• 1
gutter replacement projects, washed rock may be used for the gravel base. LANDING ° • 2"•� •'• .jL•' •4 "
.. x t ;:•.
CITY OF BOZEMAN SCALE: NON RESIDENTIAL N0. 02529-12 a�. ��:•�.. 4,°*.4
STANDARD DRAWING NONE DRIVEWAY APPROACH Dec. 2003 •
CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE NO. 02528-1
STANDARD DRAWING NONE CURB & GUTTER Revised :•;�•:' •.��: Yr i;• . ;;.`
- Mar. 2017 3 DETAIL : 4 � 4 ,��. 4:
DRIVEWAY APPROACH 6-FT !y •��• •', �•A � DET
C2. APPROACHECTABLE WARNING PAD
DETAIL NTS REPLACE E ISTINGEMOVE CURB AND ANDRAMP �' '•a"?C'• �; ..•�,�!'
C2.Il CURB ANI)GIJTTER GUTTER IF PRESENT. 0O 000`pp••O,O�OQO O
NTS ••O�Q.O.OQO00"QO 0000 -OO • 0 • 2-FT BACK OF CURB
O O Q• O d iS O• L3.O O .(:4
•° Ci O p b <4 Cs O, O•'O y FACE OF CURB
*FINAL PAVEMENT SECTION TO BE DETERMINED BY
GEOTECHNICAL ENGINEER
VARIES SEE PLANS WIDTH ON PLAAS NS
PLANS
i
4" M-4000 CONC. SLOPE VARIES SEE GRADING PLAN EDGE.OF PAVEMENT o
(6" THICKNESS REQUIRED �`�'•• • ._.:- - -. DROP CURB NO LIP. SEE
FINISHED AT ALL DRIVE LANES) a
GRADE a a a -- COB DETAIL 02528-1 1-FT CURB TRANSITION (TYP.) o
II IIIIIIIIIIIIIIIII_III—III
6 DETAIL Y
THICKNESS C2.1 PEDESTRIAN RAMP 3
OF ASPHALT PAVEMENT -
-11 III-11 I—
X—IN LIFT OF 1 —IN MINUS STABLE AND COMPACT
3" MIN. GRAVEL BASE CRUSHED (ROAD MIX) GRAVEL SUB—GRADE TO 95% OF
ASTM D-698
�p DETAIL
T1r i
G DETAIL 6-IN MI NUS THICKNESS
DF o
TXP�IDEWAI K SECTION PITRUN) GRAVEL
C2.Il
NTS DETAIL
3i
C2.1 TYPICAL PAVEMENT SECTION
NTS
NO. REVISIONS DRAWN BY DATE PROJECT #: 22-074
pNTA�i"' SHEET
RANIERI SITE PLAN 32 DISCOVERY DRIVE
Civil Engineering DATE: 06/28/2023 ��"�
RORY SCOTT BOZEMAN,MIT 59716
• ����� DETAILS PHONE(406)582-0221 Geotechnical Engineering
FAX 406 582-5770 ALLIED
Ol/IP L°s3 ( ) Land Surveying EN6fNEER►NO
PROJECT ENGINEER: RSR DRAWN BY: MCG ti�`,c Eo_"$r —.alliedengineering.com Y g sExvlua,urc. yo RANIIERI SITE PLAN
'zftroNAL 605 E]6RYANT STREET,BOZEMAN,M[ONTANA
DESIGNED BY: MCG REVIEWED BY: ESE ,a,"i°°"+ CIVIL DETAILS