HomeMy WebLinkAbout011 - C5.1 - CONSTRUCTION DETAILS VARIES VARIES
BITUMINOUS �
PAVEMENT "�
CROSS SLOPE VARIES CROSS SLOPE VARIES ' �
.. . . . . . ..d .Q d O . . . � .. � � � ' . . ..d .Q d C . . . �
CRUSHED a. . a°. °. . a. � a° a .
BASE GRAVEL � � � � � � � � � � � � � ` � a ° � ° 4" CONCRETE , . d. . ` . � a : .� a . �a ��.a 6" CONCRETE
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6" CRUSHED BASE GRAVEL 4" CRUSHED BASE GRAVEL �
O O O O O O � _ _ _ _ _ _ _ _ _ _ _ _
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I I I I I I �SUBGRADE SCARIFIED �SUBGRADE SCARIFIED
� �—� � � AND COMPACTED AND COMPACTED
SUBGRADE SCARIFIED AND COMPACTED -
ASPHALT PAVING SECTION TYPICAL SIDEWALK SECTION DRIVABLE CONCRETE SECTION �
NOT TO SCALE NOT TO SCALE NOT TO SCALE �
10' WIDE 10' WIDE
UTILITY R.O.W. R,p,yy, UTILITY
EASEMENT 60' EASEMENT
5' 7.5' 7.5' S, `�����iN►Tiii�,���i
1' WALK BOULEVARD 16.5' � 16.5' BOULEVARD WALK �� +��� Q N"'���"q�,�����
*GRADES VARY AT 3" ASPHALT ����� I, '��9%
1 5% STANDARD CURB INTERSECTIONS 1.5% ��= ��'���
. — —� ��i & GUTTER 3%, 3%; f q f— _ _ L —
• — :.ti..�-•r:.. :-:�.�..:�:.... — — — �— SEE GRADIN
� :R BERT PAU �,
— _ !— — — — —� — — — ,.. .. .:. :....:;. — - — ��s EGEBERG 's��
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I�I — — - - - - - =���—���—i��—� �—I I I—I I I—I I I-1 I I—�i�—�i i—i i,I I I-I I I-6 I CRUSHED I I I 1=1 I� — _
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BASE COURSE i S �,,��� � C�+
66ASECCOURSE SCARIFIED AND COMPACTED 4" CONCRETE ��~`��ONAL ����+�
SUBGRADE PER GEOTECH �ii������il��
8" — PITRUN RECOMMENDATIONS
SUBBASE GRAVEL
LOCAL STREET SECTION
NOT TO SCALE
9.5" �
z„ z
O g g
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4"R } � a a
6.10" 3��R 5.52" 7.42,� � } }
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10' WIDE �
9�� 4%SLOPE 6"OROTHERWISE UTILITY R,O,�II/, w � �
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� AS REQUIRED -4%SLOPE ' R.O.W. a a
za��
EASEMENT 45 z N N �
� N N
`5 $ O O
24„ _ � 1' WALK BOULEVARD 12' � 12' VARIES � � � ^
STANDARD CURB *GRADES VARY AT 3" ASPHALT � Q o 0
� �
CRUSHED • INTERSECTIONS • 0 0 0 0 ,
GRAVEL . _ 1�y �-5� 8C GUTTER 3� r
- - \ easE,s�� SPILL CURB _ � _ ..ti...,..,:.. :-:.....: ...... — — — 3% SEE GRADING — — — — — — — '
CATCH CURB � MIN. —I —I I I,;,I I I I-1 I 1=1 I 1= �' '� �" � _ _ _ - - -_ �`��� I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I-�
SUB-BASE
���—���— — �—���—i i�=1 - - - - I I I-1 I 1=�i i=i i i=i i i=i i i=i i i=i�
COURSE AS
— '—�� �i i—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—i i�—''' � p� Q a
REQUIRED � —I I I—I I I—I I I I I I—I I—I I I—i��—���—i i i—I I I—i i�— '•'
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6" — CRUSHED SCARIFIED AND COMPACTED � N `� �
s.s s° 0 4 9" s.5s" '01" BASE COURSE S U B G R A D E P E R G E O T E C H � � U
8" — PITRUN RECOMMENDAl10NS � N U
�51�� 0.93" 2.27" 2.85° SUBBASE GRAVEL oi m Q
95�� 4%SLOPE 95 BLACKWOOD ROAD SECTI ON � ?
-4%SLOPE NOT TO SCALE o o Q
N � �za° za° — � m U
w �
J
W
CATCH DROP CURB FOR DRIVEWAYS SPILL DROP CURB FOR DRIVEWAYS � a U O'
R.O.W.
30' R.O.W.
�
0.�5° 1.51" 15' � 15'
Z 09„ 3" ASPHALT
a.�r� ss° 2=4% �—4%
9.5„
4%SLOPE
-4%SLOPE -I I I I I I-I I I-
-i i�=�Ti �i-iii-��l-111,�,l l l���-���_- = _ _ _ _ = - = =111=I��_���=i i i��-���-���-��
�_ i i i ��i-I I 1-1 I I-���-i i� �� �p
i'� 24" — 24�� 2"x4" HEADER OF TREATED 6 — CRUSHED
TIMBER OR APPROVED EQUALSCARIFIED AND COMPACTED BASE COURSE
WHEN NOT ABUTTING PAVED SUBGRADE PER GEOTECH g" — PITRUN
CATCH DROP CURB FOR PEDESTRIAN RAMPS SPILL DROP CURB FOR PEDESTRIAN RAMPS AREAS OR BUILDINGS (TYP) RECOMMENDAl10NS SUBBASE GRAVEL
2"x4"x18" STAKES Z
NOTES: � $� �.c. c�' ALLEY A SECTION O
1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230(MPWSS).
2. CONTRACTION JOINTS SHALL BE PLACED AT 10'INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3/4"AND
MINIMUM WIDTH OF 1/8". �
3. 1/2"EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S,P.T.S,CURB RETURNS AND AT NOR MORE NOT TO SCALE �
THAN 300'INTERVALS.THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB
AND GUTTER.
4. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FORM AND/OR STRINGLINE INSPECTION BY THE CITY R•�•W R.O.W. �
ENGINEERING DIVISION. 20' �
5. CONCRETE SHALL BE M-4500.
6. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235(MPWSS)FOR CURB AND
GUTTER REPLACEMENT PROJECTS,WASHED ROCK MAY BE USED FOR THE GRAVEL BASE. �O� � �O� �
7. STANDARD CATCH CURB SHALL MATCH DIMENSIONS OF MONTANA DEPARTMENT OF TRANSPORTATION
DETAILED DRAWING NUMBER 609-05.
8. STANDARD CATCH CURB MOLD MAY BE ROTATED ABOUT LIP OF GUTiER TO CONSTRUCT SPILL CURBS. 3" ASPHALT Z
�—� f-4� � 0
. �
M T CITY OF BOZEMAN _ —I I I— _ _ _ _ _ _ _ _ _ _ _ _ _ I I I—I I� � � 0
SCALE: STANDARD NO. 02528 1 =1 I 1=1 I I I 1=i I 1=1 I I—I I I I I I—I I I=— — I I—I I I—I I 1=1 I 1=1 I i i i—i i�—���—��
STANDARD DRAWING NONE CURB & GUTTER 10/2024 » � — ��—���—��� � �� — — — — — ' 6'' — CRUSHED � �
2 x4 HEADER OF TREATED
TIMBER OR APPROVED EQUAL SCARIFIED AND COMPACTED BASE COURSE W � �
WHEN NOT ABUTTING PAVED SUBGRADE PER GEOTECH g" — PITRUN w
AREAS OR BUILDINGS (TYP) RECOMMENDAl10NS SUBBASE GRAVEL � Q �
2"x4"x18� STAKES � Q m
� 8' O.G (TYP) H
� � O �
ALLEY B SECTION J
m ow a �
NOT TO SCALE � � z ,,,_,
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w � z z
O � � � O
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c� � z �
Q
W � o w c~n
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