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HomeMy WebLinkAbout008 C400 Grading Plan ILEGEND 'I < I I I AREA TO BE PAVED I I . PROPOSED i PROPOSEDCONCRETE I I GRADING EXTENTS �� � � � I � -- �_ I I � ,� CATCH GURB 1/G700 z m �--- � :.;' �� \\ y� v � � �� ������� / . il �� i � '� ����/ , � - I � � �� �j 56 75„ � 4862.00 �" � PILL CURB 11C700 g j _ ,��_ =: � , ' , i �II _ �\\�%/ ���\i� ��/� AvoowNcuRe m �-- - � I ' � � �� „ , � `==_-�"- - - -�- - - %iI� aa5a- assaoa „ a�4� I W � s, � � G � I �' - - 4856.00 %� \� �� � �� �� �� , '� v � /��\ �',- � T � TR4NSITION CURB � I � � � �i DRAIN TYP. �O+p� � . � �� I � �� I� �' `� - �� --4� � PROPOSEDTRENCH O \ � '' �` I�IIj�. ' 48531�5G ll \�,`\\TFA�85 ��� - - I T > > SWALE ___" � �� �I � -737% � r6.00._ ( ) � W I z � ,�63 �4853783� ....P �853945 I Ba � �' � � - -a-a-�-� . _ . � �-T�A .. TF.AB � sP - � -a-a- -�-� �=a-a-�-�- 57.58 _ � � �� � n �� i�I `�'- � � 58 41 ....5870'�-C.�Sc � �T64 �1. -� � N 2 50��I 58.45 � � _ / ..� _ i � -'� \� 54.53�Q � � � 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 � ' S6 I ' � v WITH SECTION 02851 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 �g'�'2 I� _ �� � � � � A.av �I � � � `�c,� � � I � i oNe-eicHrHiNCH�va���. �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 I�� � �` 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"). ''� m� � I . _ _ . _ _ 54.99 ���.�57 46�' \ - > > -1.01� 54.99 � �I �-n � > � - - - � 1 . I ;.-. '� 57 38 57.55 i . - >. . _ _ ) 5529 v eiA ��� i � � `O i ao � � � ��, � � Qas � � � ss.os __ � � � E�o- - �� i � � � � � �� � I ss � � s�so i � 9��° � ss.oa � sa.ss i y� \ I � ��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 - - � - - � ( � � `v ml I .. 59.� �' � �57.41� \ � _ - / 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) � � i a � I 57.89 �-�__ OUTLET PIPE W ITH CAP& 55 59 ,, I� � I I i a ° " 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 � � � .._ L •' S 68° � � �� --�y,�_ _ _ � _ ���� 57.3 � �� ���, 3� � �� _. � _CONTRACTOR TO INSTALL 12" RE�'D 1QYEAR STORAGE VOL =1,960 CF 3 � � 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. 54.83 � �r...... a„5476 I I I o � ° � °__ f � � a sa.s� � � � I J � , . _ d o , I r I - � < � �! , � � .._. __ , T_______ - �n ._ �j�- a I �\ a �. 4 5 3 8 1 / 5 2�.5 4 a �a 13 _____ � � ,�,�_ _ 54.17 a 5375 a 48�3' _ ��f _� a /.A � .� � A y � �._ i T-- -�__� ro - �, 0 2. . I � , � � /« J - �-_ �.. �� � - �-- �_-� II- �- -� / I /� I / ___ ��_�_ 53.56-- 53.30 -�fl-- 54.O6�s� - /- 52 52 ° _ � �- .-_-� o / v� ' _� 53 73 a � 52.68° � -_� ao- �r�52 83 � s� � - _ i� � � � � � � � � � 52.32 52.17 � � y� J Q , sz.os � \ � _ / I m � o . 5326 � > . I o r" O �� - __ , / 6 � -� - - - - i� h - � - - -- � I � / ro � Q � , � p SDMH2 a � I T I °�� � a i � � Q a a a I I � I -----�-----�--- � N W48 BMANHOLE � ��� 6211 - / E i I � I --� � -� �� -- -- STA 1+92.84,0.00 . / I � " �' . � �� -_ o� RIM=4852.81 � �I � ___- - �� � -- � pr __-\ � �--- 0. - '�I I T , ____ / _ m/ - .- - - ` - - - - �L �5�' 12"INV W(E 484870 � � Q ---_ 24'INV OUT(W) 4848.86 �� � � � I / ---- - '�- - �� �-- � 12"INVOUT(S)=4849.87 5g0� SDMH1 �% o / r� ` � -- � - �. � -- d`� NEW 48"8 MANHOLE W/ I -z` DEPTH 411'(SUMP 0.00') ��52 23 � I i � / � / �� � -__ � ORATED INLET COVER � � � _" � � � /� ------- � � � STA 1+78.82,0.00� \ i 0 �i � � �� '� � � � �`- RIM=485226' , z ' / � � 12"INV W(SW)=484876 � � a �i n/ % � _r. 12"INV OUT(W)=484876 � , �Z z ii !l�� � DEPTH=5.50'(SUMP=2.00) � - .- - � � � � � � 15 7.5 0 15 30 � i, y i � � SCALEIN FEET a U 3 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 engineers surveyors planners scientists gy. z PLOTTEOBV'.CELINESAUCIERONOCV06/2025 COPVRiGHT�OMORRi50rv-MAIER�E,2025 DATE: