HomeMy WebLinkAbout008 C400 Grading Plan ILEGEND
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I I AREA TO BE PAVED
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I . PROPOSED
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PROPOSEDCONCRETE
I I GRADING EXTENTS
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� � � gsa GENERAL NOTES:
' I)m � ' % PROPOSED CAR WASH��� i 567fi �
�I I li i i I � � 17.0 LF 12"0 SD @-0.40%-- i 55.03 ��� � �I 1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH
� � T i� ' - FFE I THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,6TH EDITION DATED
I I � � 4HrJ�.SO CONNECTI2-INCH 57.63 5870 S83o I� APRIL2010(MPWSS);THECINOFBOZEMANMODIFICATIONSTOTHEMPWSS;AND
I � i PIPE TO TRENCH-- � �o�l � � THE PROJECT SPECIFICATIONS.
I < I DRAIN 57.50 '-� -� 5474 a' �� � 2. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER
�I � m I �I 5820 � 57.85' p�h 53.57 � CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,
� PROPOSED6 WCH ����� . I
� I ' � � � 57.50 57 46/ � OWNER,AND/OR ENGINEER.
� � 57 51 STORM DRAIN �� 53.46 i
I �. 58.03 57.58 57.51 _� -6. `'Z�9� I 3. ASPHALT,CONCRETE CURB,AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS
o CLEANOUT 57 08 � % �' \ I i
� 57 50 57.47 5728 I
I I I �I 61.00�-i � Q 56.86 53.52 APPROVEDBYAGENCYANDIORENGINEER.
i `.57.50 57.87 54.32 I I
I � I � � I 57.55 5747 C I 57�21 I , 4. ALLTEXTANDFEATURESSHOWNSHADEDAREEXISTING.SEESHEETC100FORMORE
I T � I i � I � �I- \--57.50 -I .` c lo ,o -O Z� � o 0 0/!� c � I`a o� 57.50 ��O o 56.93 p 5 6646% �� L,�i 53.40Po .'. I COMPLETE DEPICTION OF EXISTING IMPROVEMENTS (
� I �/m m I � �, ' I � ° 57.50 �� ..,. -'- �'� p � .....5722 °� o I� �'oo . I� I.^�-......�` � --P-l0 57.41 � � I 5 MARKMNGS WHERE SH WNHON THE 5 TE PLAN IN ACCORDANCE�YELLOW PAINTED
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I \ < I I � - _ 57.37 5723- �� / � �,� . � � �',. � - 5 72 1 5 67 4 /� � I � OF THE MPWSS UNLE55 OTHERWISE INDICATED OR DIRECTED BYTHE ENGINEER OR
�0 . - � �� 57.30. �i� - 56.66 5626 54.69 54.35 I� � � � OWNER.
I ' �1 I I� 53.31
I \T � � � � _ � 53.97 � , 6. BASECOURSEANDSUBGRADESHALLBECOMPACTEDTOAMINIMUMOF95%OFTHE
� 6Q5�� � I ,� 56.80 I , o � � 5347 � I � � I MAXIMUMDRYDENSITYASDETERMINEDBYASTMD698.
o � a� 87.iLF12"aSD@-3.39% h
I � '� `9 0 � o �I I I y'�� I� � � 7. CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT(10)INTERVALS ALONG
I � �5����� II 5755� `� � /, `b TANGENTCURBSECTIONSANDAMINIMUMOF525WITHINTHERADIUSOFANY
� °� � �`'6�72 56.71 // -4856.50 . a 54.45 53.81 I ��
a -0. � I I 5527 I I CURVES,HAVMG A MINIMUM DEPTH OF THREE-QUARTER MCHES(3/4")AND WIDTH OF
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�o I � I��� � - 57.49 �-� - � � - 55.80 54.52 Sq�g �_ 8 ONE HALF INCH(1/2)EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC 5
^� 57.46 �S' S6.12 h h� �� PTS CURB RETURNS AND AT NOT MORE THAN 300 INTERVALS.THE EXPANSION
�� � � � � �� 56.43 _ -
I � 5`'�91 a4i� �p �I '�� I i � JOINT MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF CURBAND GUTTER.
� � � � ���� � q856 � SDI2 a a `53.96� �1/ �� � i 9. NOCURBANDGUTTERSHALLBEPLACEDWITHOUTAFINALFORMINSPECTIONBY
INEW 3'x 2'STORM DRAIN INLET � �\ I ��I THE OWNER,THEIRAUTHOR2ED REPRESENTATIVE,ANDIORTHE CITY OF BOZEMAN
57.52 0 4a 54.30 �I , I (AS REQUIRED).
, � .� � STA 1+p3.67,0.00 N �
11 I I o, - � ° '4 - 52 62 10. CONCRETE SHALL BE CLASS MA000.
TBC=4854.99 �90 �A � � I
� � 12"INV OUT(SW)=485079 ��� Sg pp „ 11. EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB A MINIMUM DISTANCE
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57.43 �, 12.3 LF 12 0
� I � 3 0 � 12"INV OUT(NE)=485079 OF NINE INCHES(9").MINIMUM THICKNESS OF CRUSHED BASE COURSE BENEATH
�� � _ qg555� DEPTH-574'(SUMP-2.00') 54.98 � '3) � �� I� ��� SD�0.00% CURB AND GUTTER SHALL BE SIX MCHES(6").
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��I'rl��� I c�� � i � �� CONTRACTORTO 55.16 55.11 � �' � �� I -^- 1O UNDERGROUNDSTORMWATERRETENTIONSYSTEM
�81 75 � _ _ ' � , �� INSTALL 12"PVC TEE ON � I E � � ��I I � _ \ 3.1 LF 24"0
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\ � _ - / 55 5� 54.66 1 I I � BOTTOM OF STONE ELEV -4848.17
�� a 57.48 57 - � - VENT HOLE SEE DETAIL - ' SD @ 0.00% BOTTOM OF CHAMBER ELEV 484867(LEVEL)
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° " a � � TOP OF CHAMBER ELEV 4851.42
\ 60.50 � 5922 � 15„ ' ° � � 3 ON SHEET C600) : � ^-�52 81 I �; I `" , 10.0 LF 12"0
i � �� � ^ 57�95 48 - �. 56 51 F 12 0 / � � � -1 ! �.SD @ 0.40% 1�P OF STONE ELEV 4851.92
I� � 59.30� ' - �a g50� 48 f D@ 3. o �� � - `EXCAVATE TO NATNE GRAVEL LAYER TO ALLOW INFILTRATION
� 60.42 \ 5922 � �� 57.91 ��` ° � a 485 485550 55.52 55.44� � '4.9 I� � ✓� �� -- EST.HIGH GROUNDWATER =±4846.14
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� � �� --�y,�_ _ _ � _ ���� 57.3 � �� ���, 3� � �� _. � _CONTRACTOR TO INSTALL 12" RE�'D 1QYEAR STORAGE VOL =1,960 CF
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� � o � �� � ��.��� -� � ��`'`'�� �4855� 53.83 ' WITH CAP&VENT HOLE(SEE ADS STO MR ECH SGS 0 CHAMBER5�32 CF
�� I �� � , a__ a 55S 1 e o .. _ ___5474 54.88 5424� ���5326 52.84 �`, . i I �
� � � ��o � z �� � � i_� 55.� �� �� �I �4�� ���� i ' � DETAIL 3 ON SHEET C600) SEE SHEET C O�D CAPS 8 aRAPPROVED E�UAL.
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veRiFvscn�e� REVISIONS DRAWN BY: CMS PROJECT NUMBER
" NO. DESCRIPTION BY DATE A /A1 10554.001
= THESE PRINTS MAV BE REDUCED. ' Y 'O�1 I S O� � 2880 T2Chf1010 BIVd WESI DSGN.BY: CMS VELOCITY CAR WASH
� uNe ee�ow mensurzes oNe iNcn 1 CONR SUBMITTAL JAZ 06/28/24 9Y SHEET NUMBER
oN oRiciNn�orznwiNc. Bozeman,MT 59718 APPR.BY: MEE
, � M a i e r I e BOZEMAN MONTANA �
�_� � DATE: DRAWING NUMBER
mooiFvscn�enccoRoiNc�v�, � www.m-m.net Q.C.REVIEW GRADING PLAN C�'FOO
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