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HYDRANT-760.68 (USGS) ~ i
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BENCH MARK E. FERNAU AVE. ~ ~ PROPERTY TOP STEM OF ~ ~ IRdN
HYDRANT ~II'~ 760.61 (USGS) 21 ° SAN I ~ r 21 „
SAN ~ SAN 1758 ' E~
NEW 16" 8V ~ ` I I~ 758~~ `57 . - ,
' ST 18 ~ 16" ~ _ .._®a 16„ Wl WPM 760 1
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NEW 16" D.I. . 75 A
NEW IRE i \ WATER MAIN % , HYDR NT ~ 750.,0 INVERT
~ NEW 16"x6" TEE ~ ` f ` E"1D OT CULVERT 'i~'
ii ._-_.758 - ~ FLUTED CC~UMN , w
~ °o ALTITUDE VALVE DIAMET ` ~ "
~ VAULT, SEE SHEET ;E o; ) r U
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~ 5' MIN ` ~ei~ LEG EN D -~-suM PUMP r' TYP. ' ( ) D€S ARCS W ' 1
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DRIVEW 6Y CONTRACT 0~ O~
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EXISTING 24" ._.754 - cuLVERT
BV BUTTERFLY VALVE ~0' • ..753......._..
PL GV GATE VALVE ~ ~ ~ j t
CAL WATER _ 752
Y r ~ - TOWER -ROW-__-~-- RIGHT OF WA _ ,5 I ' 751 .__...757 70' 55` ~ i._ ~f E I
-PL PROPERTY LINE 00' I 8. 2
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- - - EXISTING GRADE
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7 8 5 GRADE ELEVATIONS ~~1 ' F.
PROPOSED GRADE BRUSH & SMALL TREES (TYP) 0 J 756 0 ~ 00
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o SYMBOL REVISIONS BY DATE APPROVED SYMBOL REVISIONS BY DATE APPROVED DESIGNED PWN JOB N0, ~r pp ~p w A DRAWN LJ VE~ f ~:'~~~.~k•;J~~ ~>i~~V~ B H IS ONE INCH ON
G CRIGINAI DRAWING. CHECKED RWB w 27738 Z I CONTRACT ~~~0
D t° APPROVED JWC ° 8Y. ~LN~V ~VN 4Y~41 4tJ~YI\ € ~ NOT ONE RICH ON T
THIS SHEET, ADJUST ARCH ECTS ENGINEERS PLANNERS scaLES nccoRDINGLV. MILWAUKEE, WISCONSIN tpk99 SdTE PLAN i
1
OBSTRUCTION LIGHTS
HANDRAIL CESIGN BY CRYWELL HATCH
TANK MANUFACTURER HANDRAIL DlA. 50' ROOF HATCH PAINTERS EXHAUST FAN NOZZLE
ROOF ACCESS LADDER
TANK AGCEss LADDER GENERAL NOTES
TOP CAPACITY LINE ELEV. 916.0 (USGS) THE ELEVATED TANK STRUCTURE SHALL CONFORM TO THE FLUTED COLUMN STYLE TANK SIMILAR
BY PITT-DES %IOINES, INC. OR SPHEROID STYLE SIMI[AR T:J THAT PROVIDED BY CBI, AS WELL WEIR BOX & REQUIREMENTS OF AWWA D-100, LATEST EDITION, CAPACIf( C7F TANK SHALL 8E ?,250,000 GAL OVERFLOW LINE TYLE TANK SIMILAR TO THAT PROVIDED BY GBi, AS WELL AS THE DESIGN BE 1,250,000 GALLONS (BASE BID).
THE WATER TASK MANUFACTURER SHALL BF RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION 3" FLUSHING PIPE FOLLOWING ITEMS:
w i. THE ANGH~R BOLT CIRCLE C?~AMETER, LOCATIONS, SITE C7F BOLTS AND ALL CONNECTIONS.
' ~ PAINTERS RAIL 2. THE VALVE VAULT WALL, 70P SLAB, AND FLOOR THICKt~IESS AND REINFDRCEMcNT.
w s PAINTERS HATCH PENT 3. A STEEL SAFETY' HANDRAIL ON THE TANK ROOF A.S SMGWN iN RGOF PLAN, ACCORDING TO T i 1
OSHA REQUIREMENTS FOR HANDRAILS. BOTTOM CAPAGkTY LNE ~ 4. 16-FT. WIDE x 10-FT. HIGH INSULATED ROLL-UP DGOIR WITH HAND CHAIN OPERATOR. TWO
OVERFLOW PIPE PO5TS SHALL BE INSTALLED OUTSIDE THE DOOR.
TANK MANHOLE THE FOLLOWING NOTE5 ALSO APPLY TO THE WATER TANK A'~ND ACCESSORIES:
S. ANCHOR i30LT TOLERANCE IS t3/t6 INCH FRDM T!-IE TR(.'E LOCATION IN PAN ANO ±lJe If VERTICAL PLUMB. CRYWELL
(ACCESS TO ROOF) 6. THE TOP OF THE RINGWAIL SHALL BE SMOOTH ANG LL:VEL 'WITHIN A? f8 INCH IN ANY 30 F', CIRCUMFERENTIAL LENGTH. NO POINT IN THE: CIRCUMFERENCE C1F fiHE WALL SHALL VARY MORE T 60° DIAMETER
t?J4 INCH FROM THE ESTABLISHED ELEVATION. PLAN DIMENSION SHALL NOT BE MORE THAN 7J SHOWN. CJL LOCATIONS OF RINGWAIL SHALL NOT VARY MORE THAN t? f2 IhICH FROM OIMENSIO
- . 7. INSULATE VAULT WAILS AND TOP SLAB WITH 2 IN"Ft THllCK RIGIQ INSU~TiON AS SPECIFIED, i~ -
8. INSULATE ALL PIPING INSIDE VAULT EXCE~°T SUMP PUMP 6LSfNARGE. - 8. THE FLOOR INSIDE THE RINGWALL SHALL BE. A MINIMUM 6" CONCRETE SLAB WITH 6 x 6 - N i i
w WALKWAY W.W.F., WITH IJ2" BIT. FELT AND SEALANT AROUND b'ALVE GlAULT a?TJO AT THE PERIMETER DF Rih z FLUTED COLUMN DEEP CONTROL JOIN75 WITH SEALANT. CONTROL JOINTS SHAtI ME ON 20'x2D' GRID AND AS SH( i
FLOOR SHALL BE AT THE SAME ELEVATION AS THE TCP OF RINGWALL ANO SLOPE TOWAP,DS FLO( o ~ ? J8" PER FOOT. Y ~6
f¢ ~ a ~Q
FOUNDATION NDTES: d
~ ~ t. FOUNDATIONS SHALL BE DESIGNED AND FURNISHED BY THE GONTRA,QTOR. _ _ 2. THE TANK CONTRACTOR SHALL DESIGN THE FOUNCATIOIJIS IN ACCORDANCE WITH THE RECOMI~
3" FWSHING PIPE CONTAINED IN THE SAIL INVESTIGATION REPCRT PROVIQEp BY THE Q'WNER. THE FOUNDATION CON. DRAWWGS SHALL BE PREPARED BY THE TANK CONTRACtTaR ANp SUE;MITTED Ta THE ENGINEER FI
18" INLET PIPE 3. THE FOUNDATION SHALL BE DESIGNED FOR A NET ALLQIWA6LE SOIL BeARING VALUE aF 6000 WITH 1 1~2"0 SQUARE FOOT. THE BASE OF THE FGUNCATIQNS Sh~IALL HE o-AT LEAST 6 FEET BELOW SURROUNDIN
RECIRCULATION PIPE
INSIDE FLUTED COLUMN ELECTRICAL ivOTES i
A A 1. PROVIDE INTERIOR LIGHTS AND SWffCHES EN VALv'E UUAUI.T (2), SUPPORT CCLUMN (4), ANp
2. PROVIDE RECEPTACLES IN VALVE VAULT AS REQUIREp F'G'R SUMP PUMP, DEHUMIDIFIER, AND
PROVIDE DUPLEX CONVENIENCE RECEPTACLES: ONE {4) IN VALVE VAUiI' AND .'NO (2) IN SUPPOf 3. PROVIDE 36" x 36" PANEL INSIDE SUPPCftT CCLUMN ABOVE VALVE VAULT FOR MOUNTING TE
EQUIPMENT. PROVIDE TWO 1" DIA CONDUITS THR(7UGH VAULT TOP SLAe3 FOR TELEMETRY WIRING. FLUTE STIFFENER TELEMETRY EQUIPMENT TO 8E FURNISHED BY OWNER. ti
(iYP. AROUND PERIMETER STAGGERED LADDERS 4, PROVIDE i" DIA CONDUIT STUBBED 6" A@OVE FLOOR, E:XTE~ND 6" DEYONp FOUNDATION FOR TELEPHONE SERVICE.
OF FLUTED COLUMN) - & INTERMEDIATE PLATFORMS 5. PROVIDE PANEL INSIDE SUPPORT COLUMN FOR MOUNTI~iG FUTURE CATHODIC PROTECTION EQ'
VENT FURNISHED AND INSTALLED BY OTHERS. SEE SPEGIFiCATIONS FUR AQDITIaNAL REQUIREMENTS REL FUTURE CATHODIC PROTECTION SYSTEMS.
STAGGERED 1ACCERS (TYP,~ 6. PROVIDE i20/24QV, 10, 3W 104A PANEL BOARD WITH 1P-20A r/B'S AS REQUIP,ED TO SER'
INTERIOR UGHTS
aasTRUerION LIGHTS RECEPTACLES TELEMETRY EG?UIPMENT
OVERHEAD COOR DEHUMIDIFIER - SUMP PUMP - HANDRAILS ALTITUDE VALVE t, 4
FUTURE CATHODIC PROTECTION Sl`S71~M .3
ANp 2P - 20A CJe S TO SERVE:
TOP OF FOUNDATION ELEV. 760.0 (USGS~ RECIRCULATING PUMP VAULT HEATER
SECTION A-A 7. COMPLY YlITH ALL CURRENTLY ADOPTED LOCAL, STATE AND NATIGNAL ELECTRICAL CODES.
GRADE ELEV. PERSONNEL DOOR TYf='ICAL FLUTE STIFFENER 759.5 8. CONTACT WISCONSIN PUBLIC SERV€GE CORP. TO COORDINATE T'~1E PROJECT REQUIREMENTS {fr
NOT TO SCALE DISCONNECT, UTILITY CHARGES, ETC.} INTERIOR CONCRETE SLAB
FLUTED COLUMN
~ ANCHOR BOLT CIRCLE 0 z r
TYPICAL SECTION
~ NOT TO SCALE n N
i T APP YM I N BY PATE APPROVED DESIGNED PWN a SYMBOL REV.SIONS BY DA E ROVED S BOL REVISO S JOB NO. ,~~j BAR IS ONE INCH pN DRAWN LJ r.~ t
~ ORi(~INALDRAWINQ CHECKED RWB r.Q 27738 z ~ 0 1` APPROVED JWC r
Hir c~rs NGIN FERNAU AVENUE `CATER TO~dER ~ ~ Nor oNE INCH oN DY: ARC E E EERS PLANNERS
THIS SHEET, ADJUST GATE "mm scALSS Accof~Dwalr. MILWAUKEE, WISCONSIN t 95 EL~ATI~N