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I 8659 HUFFINE LLC
I' I�I POBOX1187 AREATOBEPAVED
IBOZEMAN,MT 59771
EXISTING LIGHT POLE TO EXISTING ELECTRICAL � � PROPOSEDCONCRETE
I I REMAIN BOX(TO REMAIN) EXISTING ELECTRICAL MONTANA FISH&GAME DEPT.
I� � BOX(TO REMAIN) � 1420 E 6TH AVENUE
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�� � � �A����jj! exisTiNCReTniNiNc � �� I'��� � � � GENERAL NOTES:
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_ �� �� 1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH
I = -- - -- \ /���-_ S01°29'3630"W THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,6TH EDITION DATED
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� � � 10.00'PUE �� ��,���� -——_ —�� ;� ��,���� �� � � 23���5 APRIL2010(MPWSS);THECITYOF80ZEMANMODIFICATIONSTOTHEMPWSS;AND
�� � I I � �� ��o THE PROJECT SPECIFICATIONS.
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/��� \\�, %�/ ; 2. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER
II PROPOSED VERTICAL S01°29'36 00 W I��/'� \��\� I \ CONDITION THAN EXISTED PRIOR TO EXCAVATION AB DETERMWED BY AGENCY,
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TRELLISES(SEE ARCH) 292 329 PROPOSED I , I %��_ _ OWNER,ANDIOR ENOMEER�
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I� I � 3. ASPHALT,CONCRETE CURB,AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS
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a_� _ 4. ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING.SEE SHEET C100FOR MORE
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SETBACK - _ 5. PAVEMENT MARKINGS WITHIN THE ITE HALL BE FO R IN H 4"YELLOW PAINTED
86.602 - -
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< 18921'TUNNEL I BOUNDARY OFTHEMPWSSUNLESSOTHERWISEINDICATEDORDIRECTEDBYTHEENGINEEROR
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I REALIGNMENT WITH
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� z I I � R20.50' _ MALL 6, BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95%OF THE
2200'
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I MAXIMUM DRY DENSITYAS DETERMINED BY ASTM D 698.
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PROPOSED CAR WASH i
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I � � O( � - - _ \ '��S�aQ� I 7. CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT(10')INTERVALS ALONG
R4.50' TANGENT CURB SECTIONS AND A MINIMUM OF 525'WITHIN THE RADIUS OF ANY
�I c I Q � INGRESS/EGRESS °fA"'�` � > i _ _ p i PROPO�ED CARWASH CURVES,HAVING A MINIMUM DEPTH OFTHREE-QUARTER INCHES(314")AND WIDTH OF
I � �TYP�� CURB RAMP � �I o I PAY KIOSKS ONE-EIGHTH INCH(1/8").
� � � I O R9.19' . I 8, ONE-HALF INCH(1l2'�EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PCS,
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I- � ��-, I , - �-- - �. � . d_. ° , a ,�� ° pm - b o� �° �e ��° �.Q '�-�� 5 p��a I ��5 5 I 18.38' � � JOINT MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF CURB AND GUTTER.
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I 9. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY
II lli I � �Q 33 - . � - � � -° � < THE OWNER,THEIR AUTHORIZED REPRESENTATIVE,ANDIOR THE CITY OF BOZEMAN
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� � �� � I� - _ _ _ _ ° . . . . � . �p� ° �. ���� �3 p0� � 10. CONCRETE SHALL BE CLASS M-4000.
I I � _ t�18:50' � I 1 L EXTEND CRUSHED BASE COl1RSE BEYOND THE BACK OF CURB A MINIMUM DISTANCE
w i � 16.50' � � / I � � , � - OF NWE INCHES(9).MINIMUM THICKNESS OF CRUSHED BASE COURSE BENEATH
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I �i 16.50' S �. � I I CURB AND GUTTER SHALL BE SIX INCHES(6"�.
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_ � I I II I C I � � i R9.50' I � 175.609 STRAIGHTAWAY
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