HomeMy WebLinkAboutC2.1CivilDetails BACK OF SIDEWALK
5.4" (0.45')
6-FT RAMP 5-FT 6-FT RAMP
24" MAINTAIN 2% MAX. 2� MAX. 2% MAX.
PROPER I
9' SIDEYARD ! 1H:12V MAX 1H:12V MAX
Z• SETBACK PER +1
ZONING 00000000
♦ REGULATIONS 000000000
O O O O O O O O
4• TOPSOILa 3-R /I- 5' TRANSITION SECTION FROM O O O O O O O O
(TYP.) �l 4"R 'S EXISTING CURB TO DROP CURB:
PER 1*SLM
f� .g. .
° ♦ :a. fl♦ I♦ 6' EXPANSION JOINTS COMPLETELY
.a. ♦ -_ 7.5" EDGE OF PAVEMENT START CURB TRA
�9• ♦ A ' AROUND SIDEWALK SECTION
e
41-4. '♦a. MAX.THROAT WIDTH FACE OF CURB DETECTABLE WARNING PAD (TYP.)
35' COMMERCIAL
O O_Co O O 40' INDUSTRIAL
O O O O O O O O O O O O O O O O CURB &APRON POURED MONOLITHIC BACK OF CURB DROP CURB FOR PEDESTRIAN RAMP.
CRUSHED GRAVEL O O O O O O O O O O O O O O O UNLESS OTHERWISE APPROVED SEE COB DETAIL 02528-1
BASE - 3• MIN. 0000000000000000000000000000000
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
CONTRACTION JOINT
SUB-BASE COURSE
AS REQUIRED EXPANSION JOINTS AT CURB RETURNS
1'
BACK OF CURB TOP BACK OF CURB
SIDEWALK CONTRACTION JOINTS zi
COMPACTED SUBGRADE DEAPTH 1". EXPANSION JOIN SIN. FLOW LINE 1H�12VMAX 1H'12_
TO BE PLACED AT 25' li INTERVALS. EDGE OF GUTTER
0
a JIVA-RIABLE
s• +s' 3/4" CONTRACTION JOINTS TO BE SPACED (5.5' TYP.)
AT 10' INTERVALS IN CURB & GUTTER EDGE OF PAVEMENT DROP CURB NO LIP
r-3 a PER 1'SLOPE �.aPE AT 54 MAX 2%MIN
1 2"PFR 1'SLOPE i
e" 5- as---f EXPANSION JOINT REPLACEMENT
S SHALL BE NE THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD PROVE // 3 \1 DETAIL
ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED.
C2.1 PEDESTRIAN RAMP
GRADE ESTABLISHED AS 1/4" RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB NTS
DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB R MATCH EXI, ING SIDEWALK GRADE
SIDEWALK DRIVEWAY APRON
1' •5,TYP 5.5'TYP.
NO (VARIES)
1.
1. Subgrade or base course compaction shall conform to section 02230(M.P.W.Specs., 1996 ed.) m 1/4" PER FOOT SLOPE STREET SURFACE
2. Contraction joints shall be placed at 10' intervals and shall have a minimum depth of 3/4"and minimum width of I/8". j _ ASPHALT OR CONCRETE
S. 1/2"expansion joint material shall be placed at all P.C.s. P.T.s,curb returns and at not more than 300' intervals. The
.. o? •,o AS NOTED ON PLANS
expansion material shall extend through the full depth of the curb and gutter. " o�0
4. No curb and gutter shall be placed without a final form Inspection by the City Engineer or his representative. p "• , .. 6" THICK CONCRETE TO EXTEND
5. Concrete shall be Class M-4000. a 3"WASHED ROCK ., 4 ,: i•• 4. •• ♦ TO BACK OF LANDING OR AS
CURB&GUTTER •,I e '•4�• •• •.,.r. NOTED ON THE PLANS.
6. Crushed gravel base shall meet the requirements of Section 02235 (MPW SPECS, 2003 ed.) For curb and MIN. 8'THICK •' , , • ,• W
gutter replacement projects, washed rock be used for the base. M-4000 CONCRETE •,,, '•'J ^'
gu repaceme projec may grove _FT
•4•r• a �1 ""t'.,• Y
• OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH •4
LANDING 2%'4MAX.•'•a. ' '♦('
4... .'• • • • %••
x *.
CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE N0. 02528-1 CITY OF BOZEMAN SCALE: NON RESIDENTIAL NO. 02529-12
STANDARD DRAWING NONE CURB & GUTTER Revised STANDARD DRAWING NONE DRIVEWAY APPROACH Dec. 2003
Mar. 2017
:
T��-qq1L��+ 1 • .i ;� • J �.
C2.1 CURB AND GUTTER AIL
DETAIL 6-FT !y ,�• ♦'. ♦ •A DETECTABLE WARNING PAD
NTS C2.1 APPROACH NTSREPLACEAW-CUEXIST, REMOVEG CURB AAND ND RAMP a,4••. r4�f':?C i.•�.�'
NOTES: GUTTER IF PRESENT. t5 �O 000,C•70.0�0�0 00
• O• Q. •O g0 U' O O O O O BACK OF CURB
1. REFER TO GEOTECHNICAL REPORT BY AESI DATED JUNE 2021 FOR ADDITIONAL INFORMATION. :.•�OOO. .p 00dQ5.0•DO bp0� 2-FT
2. THE SAFEST OPTION IS TO REMOVE ALL RANDOM FILL UNDER PARKING/ROAD AREAS GIVEN .0 •0 QA 25 d 0. O O• O (� FACE OF CURB
ITS SUSCEPTIBILITY TO UNPREDICTABLE SETTLEMENTS AND REPLACED WITH GRANULAR
STRUCTURAL FILL BACK UP TO ROAD GRADE.
WIDTH AS NOTED
ON PLANS
SLOPE VARIES - SEE GRADING PLAN VARIES SEE PLANS DROP CURB NO LIP. SEE
EDGE OF PAVEMENT
.,. .....
a •y,.; a :.. COB DETAIL 02528-1
1-FT CURB TRANSITION (TYP.)
FINISHEDCONICM-4000 CON
GRADE 7 DETAIL
° III =III-III-
PE DESTRIIAN RAMP
3-IN ASPHALT PAVEMENT 5.0' WIDEBOULEVARD
NTS
1.0 WIDE
R5280i OR SIDEWALK o
VARIES
EQUIVALENT WOVEN .III III III-III II III IIH'
GEOTEXTILEEDED FABRIC III III III - III III=1
6-IN. LIFT 1 �-IN. MINUS _ _I' NIKLES DRIVE
AS NEEDED. FABRIC L L III III=
CRUSHED (ROAD MIX) GRAVEL l=f�l � � � � � � Lfl
REQUIRED IF RANDOM -lit-III=iii-iii=iii-iii-iii=iii-iii-iii-iii-iii-iii-iii-iii-iii-III =III III=n• I
FILL IS TO REMAIN.
IF RANDOM FILL IS REMOVED: =
12-IN MIN. OF 6" MINUS STABLE AND COMPACT 3' MIN. GRAVEL j VERIFY EX. TBC ELEVATION
UNCRUSHED (PITRUN) GRAVEL. SUB-GRADE @ t2% OF PROVIDE 2% GRADE FROM
OPTIMUM MOISTURE TO BASE SIDEWALK TO EX. TBC
IF RANDOM FILL REMAINS: 95% OF ASTM D698 DETAIL
1t1F IIII N
24-IN MIN. OF 6" MINUS DETAIL i `PROPERTY LINE
UNCRUSHED (PITRUN) GRAVEL. C2.1 SIDEWALK
NTS DETAIL
L
DETAIL C2.1 NIKLES.SIDEWALK&BOULEVARD
TYPICAL PAVEMENT SECTION NTs
C2.1
NTS
NO. REVISIONS DRAWN BY DATE PROJECT #: 21-076 SHEET
STILLWA E HOSPICE 32 DISCOVERY DRIVE DATE: 11/23/2021
BOZEMAN,MT 59718 Civil Engineering
DETAILS C2"1
CIVIL DETAILS PHONE(406)582-0221 Geotechnical Engineering ALLIED
FAX(406)582-5770 Land Surveying ENGINEERING
PROJECT ENGINEER: RSR DRAWN BY: MCG 1I�,�q�g1L;1� 7��Y p,� �T A�y A yr Alliedengineering.com y g seRwcEs,ulc. y STIILLWATER HOSPICE
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DESIGNED BY: RSR, MCG REVIEWED BY: RSR / °'�ese CIVIL DETAILS