HomeMy WebLinkAbout2011-04-CONSTRUCTION DRAWINGS-DECHLORINATION PROJECT CONSTRUCTION DRAWINGS
FOR
LYMAN CREEK
- FROJECT AREA: CITY OF BOZEMAN
�''' SUBSURFACE SPRING
(DETAIL AT RIGHx; COLLECTOR SYSTEM
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_ LYMAN CREEK WATER SYSTEM
DECHLORINATION PROJECT BozEMAN1
BRIDGER CREEK - _ BOZEMAN, MONTANA
DRIVE APRIL 2011
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CITY OF BOZEMAN CITY OF
BOZEMAN / BOZEMAN
VICINITY MAP
NORTH /
NO SCALE LY AN CREEK
/ DRAIN
INDEX TO SHEETS SPRING A CESS EX STING WATER
Y LINE
ROAD FIRM SPRING
PL F NG
SHEET GENERAL F
1 G-1 COVER SHEET T TREATMENT J( B G
SITE/CIVIL
2 C-1 SITE IMPROVEMENTS PLAN
3 C-2 SITE IMPROVEMENTS DETAILS
/ DONALD D. &
a RUTH D DODGE
CHURN CREEK
PARTNERS, LLC I /
PROJECT AREA ATER STORAGE
(SEE SHEET C-1) ESIERVOIR DONALD D
DODGE, JR
OUTL I
CONTROL
BUILDING M.3—/ F
ACCESS ROAD
(TO STORY
MILL ROAD) RUGHEIMER / I LET GRAPHIC SCALE
PROJE2�T ONTROL DONALD D soo p zsD soo
UILDING DODGE, JR
AREA ( !N eeeT)
/ I inch= 500 It.
VERIFY SCALE! REVISIONS "f, DRAWN BY: ELB/JCH PROJECT NUMBER
b1JYAa CITY OF BOZEMAN ECTNss
THESE REDUCED.
MAYBE NO. DESCRIPTION DATE BY r _ ��" ��'h�r
REDUCED.LINE BELOW I 2810 Technal0 BY: JRN
MEASURES DINE INCH ON MORRISON Bozeman,Mr _ �� LYMAN CREEK WATER SYSTEM-DECHLORINATION PROJECT SHEET NUMBER
ORIGINAL DRAWING. S—y— S� R. 4'� BY: JRN BOZEMAN
MONTANA 1
o.906 SON w
~~ � MAIERLE INC. No.9063 PE \ DATE: 42011
P/enneia Phone:(406)587-0721 _: DRAWING NUMBER
MODIFY SCALE ACCOROINGLYIC-Wqy Fax:(406)922-6702 rl"" AFCISTEPEE G- O.A.REVIEW COVER SHEET �r
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ATER MAIN TO CITY lW�_.-rrx3-�
EXIIN
FE N CNOTES,
1.ALL SITE WORK SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKS
STANDARD SPECIFICATIONS (MPWSS), SIXTH EDITION, AND CITY OF BOZEMAN MODIFICATIONS TO
MPWSS, FIFTH EDITION.
2,RESTORE SITE TO EXISTING CONDITIONS WHEN COMPLETE WITH INSTALLATION.
3.EXISTING OVERHEAD AND BURIED UTILITIES ON THIS DRAWING ARE APPROXIMATE, AND SHALL BE
VERIFIED AND MARKED UNDER THE DIRECTION OF THE CONTRACTOR PRIOR TO CONSTRUCTION. GRAPHIC SCALE
THE CONTRACTOR SHALL BC SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES, AND 10 q 5 10
SHALL REPAIR ANY FACILITIES DAMAGED DURING PERFORMANCE OF THE WORK.
4.CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN TO THE ENGINEER. PLAN APPROVAL IS ( IN FEET)
REQUIRED BEFORE STARTING WORK. 1 inch= LO tL
5.OWNER WILL PROVIDE LOCATION CONSTRUCTION STAKING.
VERIFY SCALEI REVISIONS "a'�'g1j� DRAWN BY: ELB/JCH PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY a'111' CITY OF BOZEMAN 0417.055
REDUCES, NEINNE LOWHO 2660 Technology Blvd.W. = K'D.BY: JRN LYMAN CREEK WATER SYSTEM-DECHLORINATION PROJECT SHEET NUMBER
MEASDRES ONE INCH ON Enyllleals Boiafllan,MT6 .. �i
ORIGINAL DRAWING. ORRISON S1mey— S R. Y: JRN BOZEMAN MONTANA z
�TRT T INC. � e ��1 NICKELSON L�%
IJ 11� 1{+J' L1uJ' Flannels Phone:(406)587-0721 No.9063 PE =i DATE: 42011 DRAWING NUMBER
�'J� x H o O.A.REVIEW
MODIFY SCALE ACCORDING LYI Fax: 406 9Y2L702
g by onA d6201t Ansmployeo-owaadCompsgy ( ) xx`4Ss+,o1STEP�'��V= BY: MGH SITE IMPROVEMENTS PLAN C-1
Nt10417\055V\CAD\Sheets\2011 LYMAN CREEK\G-1.dw Platted y p CGPYRIGw o mmmsoNMAIERLE,—.2011 IaiN�:�"`��� DATE: 42011 1.
18"x36"ACCESS HATCH
TABLET FEEDER (SEE NOTE 3)
TOP OF RISER
(SEE NOTE 1)
1'-9" HIGH RECTANGULAR EL=92.60f NOTES,
CONCRETE RISER, 1.TABLET FEEDER SHALL BE 810-DYNAMIC MODEL ITR
18"x36" INSIDE DIMENSION BACKFILL DEPTH AS DIRECTED 4000-S TABLET FEEDER, AS MANUFACTURED BY
I BY ENGINEER (VARIES) NORWECO (WWW.NORWECO.COM, 419-668-4471),
MEETING THE FOLLOWING REQUIREMENTS:
TO 8" PIPE OUTFACE u ����1������I\ -INCLUDE PIPE
LOCKINGINVERT
ASSEMBLY
TOP F RISER = 7'-0'
4" MIN. ° ��� -INCLUDE BAFFLE ADJUSTMENT TOOL
-INCLUDE SLUICE ADJUSTMENT TOOL, AND ATTACH TO
CONTROLSLUICE�\��� -NCLUDEFFOUR (4) 48D INSTALLATION LB PAILS OF BIOMAX
%��/�� �� �/ TABLETS FOR DECHLORINATION
2.INSTALL TABLET FEEDER PER MANUFACTURER'S
RECOMMENDATIONS.
3.ACCESS HATCH SHALL BE SERIES F1 R BOLT-ON ACCESS
DOOR AS MANUFACTURED BY HALLIDAY PRODUCTS
o
GRAVEL DEPTH S SUPPLIED LBY Y D ANDERSON PRECAST & SUPPLY, INC.
(406-586-5087), MEETING THE FOLLOWING
REQUIREMENTS:
/ 7/ -18' X 36' CLEAR OPENING SIZE
-LONG (36') SIDE OF HATCH SHALL BE HINGED;
INSTALL H HINGE EDGE.CUT& CONNECT 4.INSTALL ACCESS HATCH ON CONCRETE RISER PER HATCH
REMOVE, CUT & RECONNECT /� TO EXISTING
UR RECOMMENDATIONS. CENTER RISER
EXISTING 8" HOPE DRAIN X\ HOPE DRAIN LINE AND HATCH OVER FEEDER.
TABLET
LL BE
TO 6-INCH
LINE TO SME
LOCATION &A NVERITE ON ELEVAT ���� �� �� ��/�������� �X �� �� �� � � � 5 SCHEDULE FEEDER40 PVC AUSING FERNCO TFLUEXIBLE BAND
COUPLERS. ADDITIONAL FERNCO COUPLERS AND PVC
FLOW I _ _FLOW PIPE MAY BE USED TO TRANSITION FROM HDPE TO PVC
II
I AT CUT END OF 8-INCH PIPE.
6"x8" REDUCER
6" PIPE (OUTLET) 4" MIN. DEPTH 6" PIPE (INLET)
GRAVEL FERNCO FLEXIBLE BAND
COUPLER (TABLET FEEDER
STUB IS SCH. 40 PVC)
TABLET FEEDER
C-1 SCALE: 1" = 1'-0"
TOP OF RISER
(BEYOND)-92.603
4892
I I
I I
EXISTING GROUND
4890 —
I
4888 /
4886 /
4884
PROFILE
C-1 SCALE: 3/4" = 1'-0"
VERIFY SCALEI REVISIONS DRAWN BY: ELB/JCH
b�1�Aa 11 PROJECT NUMBER
THESE REDUCED.
LINE
MAY BENO. DESCRIPTION DATE BY - I'r� CITY OF BOZEMAN 0417.055
REDUCED.LINE BELOW 2880 Technolo B = i CHK'D.BY: JRN
MEASURES ONE INCH ON MORRISON / � BGzem 59718 �, LYMAN CREEK WATER SYSTEM-DECHLORINATION PROJECT SHEETNUMBER
ORIGINAL DRAWING S_ye �� APPR.BY: JRN BOZEMAN
��' sder�tlxs pA NICKELSON MONTANA 3
I MAIERLE INC. No.9063 PE W' DATE: 42011
Planners Phone:(406)587-0721 2, DRAWING NUMBER
MODIFY SCALE ACCORDINGLVI Fa%:(406)922-67 r� s'Pfc Q.A.REVIEW
NAD417\055V\CAD\Shee[s\2011 LYMAN CREEK\C-2. Plotted on hockada onA r/6/2011 An Smpleym0o d�Y 'S/ BY: MGH SITE IMPROVEMENTS DETAILS C-2
b/1 y P COPYRIGHTO MORRISONAVJERLE,INC.,1011 h DATE: 4/2011 l.•