HomeMy WebLinkAbout009 C500 Utility Plan i
T � I GENERAL NOTES:
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� 1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH
I I � EXISTING ELECTRICAL THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,6TH EDITION DATED
� I I BOX TO REMAIN APRIL 2010(MPWSS);THE CIN OF BOZEMAN MODIFICATIONS TO THE MPWSS;AND
( ) EXISTINGELECTRICAL THEPROJECTSPECIFICATIONS.
�I I ��� i i BOX(TO REMAIN) �; 2. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER
c � � CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,
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������I / �/� i OWNER,AND/ORENGINEER.
� -�� ���� \ � '�/�,, 3. ASPHALT,CONCRETE CURB,AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS
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APPROVED BY AGENCY ANDIOR ENGINEER
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I - - � � POINT OF CONNECTION TAP&
m - - � � - - - _ 4 ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING SEE SHEET C100FOR MORE
I �I - I��� -"� - ����G SET 1"WATER METER,SEE
/ COMPLETE DEPICTION OF EXISTING IMPROVEMENTS
� ------ —- -— - / �I�� _ - L301 FOR CONTINUATION
�� i��� � -/ ���,, ��66� 5. PAVEMENT MARKINGS WITHIN THE SITE SHALL BE FOUR INCH(4)YELLOW PAINTED
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MARKMGS WHERE SHOWN ON THE SITE PLAN IN ACCORDANCE WITH SECTION 02851
I � � �// \� � OF THE MPWSS UNLE55 OTHERWISE INDICATED OR DIREGTED BYTHE ENGINEER OR
I I I PROPOSEDTRENCH �����I � ���� � OWNER.
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� m DRAIN TYP. � � � -- '- -�--`��- 6. BASECOURSEANDSUBGRADESHALLBECOMPACTEDTOAMINIMUMOF95° OFTHE
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m � ;� � MAXIMUMDRYDENSITYASDETERMINEDBYASTMD698.
� BP �ea I -�- �� �- _ _ _ _� �- - _ . I 7. CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT(10')INTERVALS ALONG
� -� _ _ - - - TANGENT CURB SECTIONS AND A MINIMUM OF 525'WITHIN THE RADIUS OF ANY
I I � -� � CURVES,HAVMG A MINIMUM DEPTH OF THREE-QUARTER MCHES(3/4")AND WIDTH OF
I � - - - - - - � � ONEEIGHTH INCH(il8")
� � � � � � � � � � � � � � � ' � �'�.i� 8. ONE-HALFINCH(1/2")
I m � I II m I I PROPOSEDBCAR WASH CONNECTTO NEW24LF.8"SDR35 I � .: � i „ g. NOCURBA DIGUTHERSHAIIBEPLACEDWITHOUTAFINAL OFRM NSPEDG�UNTER.
I S,CURB RETURNS,AND AT NOT MORE THAN 300'INTERVALS THE EXPANSIO
� PVC SANITARY � �- EXISTING 8 BY
I m � INTERNAL PLUMBING - WATEh MAIN THE OWNER,THEIRAUTHORIZED REPRESENTATIVE,ANDIORTHE CITY OF BOZEMAN
SEWER AT 0.020 FT/FT
�� � � ��� � I SYSTEM.PROVIDE CLEANOUT - - - I (AS REQUIRED).
I I � I NEW CLEANOUT @ 3-FT @ 3-FT FROM BUILDING WALL C I I � 10. CONCRETE SHALL BE CLA55 MA000.
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� T I z I FROM BUILDING WALL NEW 4"CLASS 51 DI
� m � (SEE MEP PLANS) - � I � 11. EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB A MINIMUM DISTANCE
INV.=4850.71' INV.=4851.01 WATER SERVICE NEW 4"GATE
� I O4 4 � � VALVE i OF NINE MCHES(9").MINIMUM THICKNESS OF CRUSHED BASE COURSE BENEATH
�I � I � I , CURB AND GUTTER SHALL BE SIX WCHES(6").
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� � � I � ' � UTILITY KEY NOTES
� I I_ _I L I I � i —
�I I m � --- I I U INSTALL±142 LF OF 4"DUCTILE IRON DOMESTIC WATER SERVICE
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� I p O1 W yy��W � I � I AT 6.5'MINIMUM BURY DEPTH.SEE PLUMBING PLANS
O W w ' CONTINUATION INTO BUILDING.
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� I de�d� de � 5 �— . - - - - - . - - - - �3� _ _ _ _ _ - _ _� � W I , �
I � NEW 43 LF.8"SDR 35 � � i , I I � I I -��CONNECT NEW 4" O2 INSTALL±284 LF OF 8"PVC SANITARY SEWER SERVICE AT 2%
PVC SANITARY� I I JJJ � WATER SERVICE TO SLOPE.SEE PLUMBING PLANS FOR CONTINUATION INTO
� � � � � SEWE�AT 0.020 FT/FTi�� � � � i � I I� � � � EX15TING 8"WATER BUILDING.
MAIN PER CITY OF
' � 3�• / �, I I�� BOZ�MAN STANDARD 3 INSTALL±40 LF OF 8"PVC SANITARY SEWER SERVICE AT 2%
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I � Y o I DETAILN0.02660-12/13 SLOPE.SEEPLUMBINGPLANSFORCONTINUATIONINTO
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S"x8"WYE� I��`�„� � I
I I I INV=485021 NEW SAND-OIL __ � - II �V - --
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I � 4 PROPOSED ELECTRICAL AND GAS METER LOCATIONS.SEE MEP
I NEW RECLAMATION SYSTEMS. � �J I O pLANS FOR CONTINUATION INTO BUILDING.
I �, I M.E.P.FOR DETAILS SEE M.E.P.FOR DETAILS I � � i I � I
5 PROPOSED TRANSFORMER.
8"45°BEND 8 �� � �
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(TYP.) SANITARYSEWERAT0.020FT/FT (SEEC400) I�� y� - ���� I
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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
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�_� � DATE: DRAWING NUMBER
mooiFvscn�enccoRoiNc�v�. � www.m-m.net Q.C.REVIEW UTILITY PLAN
engineers surveyors planners scientists BY: C500
z PLOTTEOBV'.CELINESAUCIERONOCV06/2025 COPVRiGHT�OMORRi50rv-MAIER�E,2025 DATE: