HomeMy WebLinkAboutResolution 2016 - 15 Engineering StandardsBC I T Y OF
REXBURG
Amcrica's Family Community
CITY OF REXBURG
Engineering Standards
RESOLUTION 2016-15
(Updating Resolution 2008 — 17)
BE IT RESOLVED by the Mayor and City Council of the City of Rexburg, Idaho that
effective December 71h, 2016, the City of Rexburg adopts the standards and specification set
forth in the current edition of the Idaho Standards for Public Works Construction and
Supplemental Conditions - Standard Drawings & Specifications, as the City of Rexburg's
minimum Standard Drawings & Specifications and any additions, amendments or addenda
thereto established by the City Engineer.
FURTHERMORE, ANY SUBDIVISION WHICH SHALL REQUEST
ANNEXATION INTO THE City of Rexburg or any subdivision which is in the Rexburg
Impact Zone and all lots less than one acre in size, must be in substantial compliance with the
Rexburg Standard Drawings & Specifications prior to being annexed or approved, unless
modified by an annexation or development agreement. The terms of this resolution, if in
conflict with any existing Ordinances or Resolutions, shall be controlling. Specifically, this
Resolution applies to Chapter 12 of the City of Rexburg Development Code.
ADDITIONALLY, the City establishes the following policies and guidelines.
The City of Rexburg reserves the right to place on hold / shut down any project due the
springtime thaw.
A. STREETS — Streets shall have as a minimum:
1. 7' Landscape Strip followed by a 5' wide Portland Cement concrete sidewalks on
both sides of street per City of Rexburg Standards.
2. Curb & Gutter (as required per zoning)
a. Portland Cement Concrete Curb & Gutter on both sides.
b. Minimum grade = 0.30%.
3. Street Ballast Thickness
a. Residential Streets
i. 2 1/2-inch thickness of hot asphalt plant mix.
ii. 3 1/2-inch thickness of 3/4-inch Aggregate Base.
iii. Granular sub base material thickness as required by the City Engineer.
(Normally 12 inches with Mirafi 160 N or approved equal geotextile fabric
below and up sides, but may vary depending on traffic volumes and strength
of subgrade soils.)
b. Arterial Streets & Heavy Duty Industrial Commercial Streets
i. 3 1/2-inch thickness of hot asphalt plant mix.
ii. 6-inch thickness of 3/4-inch Aggregate Base.
iii. Granular sub base material thickness as required by City Engineer.
(Normally 20 inches with Mirafi 160 N or approved equal geotextile fabric
below and up sides, but may vary depending on traffic volumes and strength
of sub grade soils.)
4. Asphalt Chip Seal of street surfaces to be placed within 2 years of the date the street
surface is constructed or may be included in a City Seal Coat project if such is
approved in the Annexation/Development Agreement.
5. Street right-of-way widths and curb -to -curb widths shall be as per City of Rexburg
Standards for the street type, unless otherwise approved by the City Engineer.
6. Testing of street construction to be in accordance with current ISPWC.
7. PEO (Pedestrian Emphasis Overlay)
a. Minimum of a 7' Landscape Strip followed by an 8' wide Portland Cement
concrete sidewalk per City of Rexburg Standard Drawings.
b. Back of sidewalk to be installed at property line unless otherwise approved by
City Engineer.
B. STREET LIGHTING
l . All street light wiring installed for the City of Rexburg shall be in an approved
method of electrical conduit according to the currently adopted National Electrical
Code (NEC).
2. No direct burial cable without conduit shall be accepted by the City of Rexburg if
owned by, or proposed to be owned by the City of Rexburg.
3. All installations of electrical wiring for the purpose of street lighting shall meet the
current NEC adopted by the City.
4. All new conduits installed shall also be inspected by a City of Rexburg Designated
official prior to covering.
5. As -built electronic drawings must be submitted to City of Rexburg.
6. All street lighting to comply with City of Rexburg Standard drawings and Chapter
12 of the City of Rexburg Development Code.
7. Street lights at intersection shall be American Electric Lighting number ATBM D
MVOLT R3 AO with Hapco RTA30D8B4T1E or as approved by City Engineer.
8. A light as defined in g. above may also be required mid -block if the spacing between
intersections exceeds 400 feet.
9. PEO (Pedestrian Emphasis Overlay)
a. Street lighting to behave a maximum spacing of 100 feet on each side of the
street.
10. Street light model to be EH22 FT 63LED 525MA 4K GCF R2 MVOLT
ANDB/EAE5-1 FINISH ANDB/ EPSX-20-S5 FINISH ANDB or as approved by
City Engineer.
C. STORM SEWER
1. Minimum storm drain pipe size shall be 12-inch diameter.
2. Manholes shall be spaced per IDAPA.
3. At manholes, pipes of differing diameters shall be located (vertically) so as to match
their 0.6 diameter points.
4. Minimum pipe grades shall be per the IDAPA.
5. Storm Sewer mains shall be stubbed out to the edges of developing property to
allow for future storm sewer main line service to adjacent property. Storm Sewer
mains shall be kept as deep as practical beyond development to provide the
possibility of storm sewer service.
6. Developers are financially responsible for a minimum twelve (12) -inch diameter
storm drain main or such larger size storm drain size as may be needed to provide
for storm drainage run off from the proposed new development.
7. Developers are financially responsible for storm drain line depth up to sixteen feet
(16) to pipe flow line. Deeper depths that are necessitated to serve adjacent
yet -to -be developed property will be participated in by the City as such may be
approved in the Annexation/Development Agreement.
8. Storm Runoff
a. Storm drainage rainfall values and run off coefficients shall be as established in
accordance with State of Idaho Catalog of Storm Water Best Management
Practices.
b. The peak flow rate and maximum water surface elevations must be calculated
for the 100-year/1-hour storm event.
c. The overflow route shall direct the 100-year/1-hour post -development flow
safely towards the downstream conveyance system. Facilities that do not have
an adequate overflow location or bypass path must be sized to fully
infiltrate/drain the 100-year/l-hour event.
d. The City of Rexburg uses the 25-year/1-hour event for sizing of on -site runoff
storage facility, if it can be shown that downstream facilities can safely
accommodate flows in excess of the 25-year/1-hour event.
e. Discharge into existing facilities must be restricted to the pre -development level
unless otherwise approved by City Engineer.
f. Catch basin grate must be Neenah Model Number R-3067 or approved equal.
Catch Basins must be designed to accept peak runoff flow rate.
9. Acceptance of the storm sewer facilities are based on the following criteria:
a. Bedding and backfilling of trenches shall be constructed in accordance with
current ISPWC, unless otherwise specified by City Engineer.
b. Perform all testing in the presence of the City Engineer or his assigned agent.
c. Testing per ISPWC Specifications.
d. Final Testing: Perform final testing after backfilling and compaction and
following installation of other utilities, but prior to surface restoration.
e. On -site runoff storage facilities must be inspected prior to final surface
restoration.
f A signed "Letter of Acceptance" from the City will be required prior to final
surface reconstruction (i.e.: paving, landscaping, etc.).
D. WATERLINES
1. Water lines shall be Class 50 Ductile Iron.
Minimum water main size shall be 8-inch diameter, unless a 6-inch line is
specifically approved by the City Engineer.
2. Water service stub outs are to be placed at corner of the lot where practical. Water
meters and curb stops are to be placed within the landscaping strip. The water
service lines are to be extended to the back of the utility easement. Refer to Utility
Location Standard Drawing.
3. Fire flow requirements, fire hydrant spacing and related waterline size(s) shall be as
required in the International Fire Code for zones or developments.
4. Gridded and/or looped water mains are to be installed whenever possible. Six (6)
-inch mains may have up to three hundred (300) feet of dead end service with one
standard fire hydrant; eight (8) -inch or larger mains, up to five hundred (500) feet
of dead-end service with up to two (2) standard fire hydrants or one standard fire
hydrant and one fire sprinkler system on the dead-end. Flush hydrants are not
allowed in place of standard fire hydrant.
5. Minimum depth of cover over water mains shall be 5 feet unless otherwise
approved by the City Engineer.
6. Water mains shall be valved at intersections and other locations so that not more
than 600-foot-long segment of water main has to be taken out -of -service to provide
needed maintenance / repair work. Additional valving may be required for
construction and testing purposes.
7. Water mains shall be stubbed -out to the edges of developing property to allow for
future water main service to adjacent property and to provide the required looping /
gridding of the overall water main system.
8. Individual house/business water service lines shall be stubbed -out to lots adjacent to
new streets to eliminate the need for future excavation work in new streets.
9. Developers are financially responsible for a minimum eight (8) -inch diameter
water main or such larger size water main as may be needed to provide the required
fire flow for the proposed new development. (See Item 3 above and International
Fire Code requirements.)
10. Water line stub -outs to be ball -type corporation and curb stop adapter, poly -by -
female metal pipe, and rated at 300 psi minimum working pressure. Approved
water line materials are class 200 psi polyethylene pipe.
11. Red Fire Hydrant to be Mueller, Waterous, or Clow Brands with KOCHEK (model
SZMC5054-3-Y Storz adapter or approved equal.
12. Water main valves to be Resilient Wedge Gate Valves for 10" and smaller diameter
pipes and Butterfly Valves for larger diameter pipes rated at 250 psi or more
working pressure. Double disc gate valves will not be accepted.
13. Acceptance of the water lines are based on the following criteria:
a. Bedding and backfilling of trenches shall be constructed in accordance with
current ISPWC, unless otherwise specified by City Engineer.
b. Perform all testing in the presence of the City Engineer or his assigned agent.
c. All testing in accordance with ISPWC Specifications.
d. A signed "Letter of Acceptance" from the City will be required prior to final
surface reconstruction (i.e.: paving, landscaping, etc.).
C. SANITARY SEWER
l . Minimum sanitary sewer main size shall be 8-inch diameter.
2. Sanitary sewer lines to be ASTM D3034, SDR 35, or ASTM F679 or engineers
accepted equivalent for gravity sewer and ANSI/AWWA C900, Class 150, or
engineers accepted equivalent for pressure sewer lines.
3. Manholes shall be no more than 400 feet apart or per ISPWC.
4. At manholes, pipes of differing diameters shall be located (vertically) so as to match
their 0.6 diameter points.
5. Minimum pipe grades shall be per the IDAPA.
6. Sewer mains shall be stubbed out to the edges of developing property to allow for
future sewer main service to adjacent property. Sewer mains shall be kept as deep
as practical so as to provide the possibility of sewer service to as large an area as
possible.
7. Individual house/business sewer service lines shall be stubbed -out to lots adjacent to
new streets so as to eliminate the need for future excavation work in new streets.
Service lines to be near the center of the lots and 10' horizontally from the water
service.
8. Developers are financially responsible for a minimum eight (8) - inch diameter
sewer main or such larger size sewer main as may be needed to provide sewer
service for the proposed new development.
9. Developers are financially responsible for sanitary sewer or storm drain line depth
up to sixteen feet (16) to pipe flow line. Deeper depths that are necessitated to
serve adjacent yet -to -be developed property will be participated in by the City as
such may be approved in the Annexation/Development Agreement.
10. In an area were city sewer services are unavailable, a house sewer service line shall
be constructed and marked anywhere from 10' from the side of the house facing the
street to the edge of the utility easement to facilitate an easy connection to a future
sanitary sewer main in the street.
11. Acceptance of the sanitary sewer are based on the following criteria:
a. Bedding and backfilling of trenches shall be constructed in accordance with
current ISPWC, unless otherwise specified by City Engineer.
b. Perform all testing in the presence of the City Engineer or his assigned agent.
c. Testing per ISPWC Specifications.
d. Pipe Cleaning
i. After the pipe ends have been grouted according to ISPWC Division 500
Section 502.3.5 and prior to CCTV inspection, the completed pipeline will
be cleaned with a hydro cleaner by a city crew according to ISPWC Division
500 Section 501.3.4.
e. Closed Circuit Television (CCTV) Inspection
i. Acceptance criteria:
1. No visible standing water in pipeline caused by grade defects
2. No pipeline structural defects observed
3. No pipeline installation defects observed
4. No infiltration observed
ii. CCTV sewer line inspection will be done by a city crew
iii. CCTV sewer line inspection is to be done after backfill and compaction, but
prior to surface construction (i.e.: paving, landscaping, etc.). Uncover and
repair or reinstall sections of pipe found to have defects as directed by the
city engineer or his agents.
iv. Notify the City Wastewater Dept. @ (208) 359-3035 at least ten working
days prior to final surface reconstruction to allow for CCTV inspection to be
done, reviewed, and repairs to be done if necessary.
v. Any repairs will need to be re -inspected after the repair is completed.
vi. The cost for pipe cleaning and CCTV Inspection of the lines will be billed to
the owner at approved City of Rexburg Billing rates.
A signed "Letter of Acceptance" from the City will be required prior to final surface
reconstruction (i.e.: paving, landscaping, etc.).
D. WATER RIGHTS
1. Lands that are developed within the City of Rexburg and are, prior to development,
irrigated with surface water must be irrigated with the existing surface water right
where feasible. This may require the development of a secondary irrigation system or
special systems as conditions dictate. Exceptions must be approved by City Engineer.
2. Lands that are developed within the City of Rexburg and are, prior to development,
irrigated with surface water and a secondary irrigation system is not feasible shall
transfer to the City of Rexburg the surface right or portion of that water right prior to
the issuance of a will serve letter or provide a method of transfer acceptable to the city.
3. All subsurface rights tied to property to be serviced by the City of Rexburg shall be
transferred to the City of Rexburg.
This resolution shall take effect and be in force from and after its passage and approval.
DATED this 711' day of December, 2016.
CITY OF REXBURG
Madison County, Idaho
U.
ATTEST:
Blair D. Kay, City Clerk
STANDARD DRAWINGS 2016 EDITION
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S H E D
TABLE OF CONTENTS
CITY OF
REXBURG
Qv.
America's Family Community
STANDARD DRAWINGS
2016 EDITION
TABLE OF CONTENTS
PAGE NO. SHEET TITLE
1 COVER SHEET
? TABLE OF CONTENTS
ROAD CROSS SECTIONS
4 ROAD CROSS SECTIONS
UTILITY PLACEMENT
6 RESIDENTIAL CURB & GUTTER
7 CONVYIERCIAL CURB & GUTTER
3 STREET CUT DETAIL
9 PEDESTRIAN E1WHASIS OVERLAY LIGHTING
10 STREET LIGHT STANDARD
11 SINGLE TRASH ENCLOSURE
I2 DOUBLE TRASH ENCLOSURE
13 J" & 1" WATER METER DETAIL
14 1 i" - 2" WATER METER DETAIL
15 3" - 6" WATER METER DETAIL
16 INFILTRATOR DETAIL
NORMAL RESIDENTIAL STREET
MAJOR ARTERIAL STREET
BUSINESS AND HIGH DENSITY RESIDENTIAL STREET
Y."'u
N�.J� F�-
MINOR ARTERIAL STREET
-rL7
TYPICAL UTILITY PLACEMENT
NORTH OR FAST SIDE OF STREET
'W..- Wig
7
--------------
SOUTH OR VEST SIDE OF STREET
NOTM;
LTILffy %E'.V,T AS SHOWN J'ILESS
Applcvccl 3y _.E.<uur, _n v4aN.W.
2. 'TEE CH-PTE4 !.' CF IEX( Jll:: Z0AlolvE'lT =t
FlIR APOffI.PL REQtll+EYE'lTi/s---EC]fr.ATIrNS
nTICAI. UIMJTY MACENIENT
I I TY I
REXBURG
RESIDENTIAL SIDEWALK, CURB -GUTTER, DRIVEWAY
DRIVEWAY (LANDSCAPE STRIP)
77 Tl lf�
SINGLE DIRECTION DEPRESSED ACCESS TWO DIRECTIONAL DEPRESSED ACCESS
DRIVEWAY (SIDEWALK)
RESIDENTIAL DRIVEWAY
z
T7777.4
RMITRG
6
10
COMMERCIAL AND MULTI -FAMILY SIDEWALK, CURB -GUTTER, DRIVEWAY
L.•y.an rnraP rt,v,. r uaese+x srm nme —A
.i.— \ .
COMMERCIAL h MULTI-FAr.11LY DRIVEWAY
SINGLE DIRECTION DEPRESSED ACCESS TWO DIRECTIONAL DEPRESSED ACCESS ^"`�•'^^'-���-"-P""" - T�-
SECTION
/ __-�..:: ons• n--Y:i . v="..M"' •'- ba�;%'ls� �a ...... t .n`•a'°'Y.. >
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REXBURG . �.T
r,Euv[xlul Eif:S'a,r cUxB +:® f�Tl[IVr'.G-1,�Y t159 OW. �riut ' -- .-r91} - .a.UAM DCT.III.. - %
FLOWABLE TRENCH DETAIL
`LATCH EXISTI\C ASPHALT THICKNESS (U? TO 4" WITH 2.5' FAIN)
4" OF 3/4" CRUSHED
I n l TRENCH DETAIL
r.�rs
LEGEND NOTES
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C ate. v� au
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li -NE Kx1w Tlct 11
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f_.':
V�.1 M1:'a-ca[ ILL L'•a5. ETCRN2 er:Wa'.® lif tlTf !A1'd69
11
PEDESTRIAN EMPHASIS OVERLAY (PEO) STREET LIGHTS
'FT 6JI�D 5_\LI+L �P�S/VO1.S
EXAIL
u�I� II MO FTTTI
VARIES IT'\Q\I S'WM IOV MAa SI•AG2VG
STREET LIGHT ELECTRICAL NOTES
STREET LIGHTING NOTES
ff I '-CE_CiATI£ ST.F LIGHT Pp NAPCD n'n RTA }WW,11E
LCHUS-EC_U ,v.
AlTn.uC C.C-B. -LET LICHT PCLE: EH 22FT-GU-ISOW-SR2-Tl/ EAES-I/ EFSM-]C-SS
SIII;AL PGIC N'C V-BREAKAWACr:NE Y CC- IRT. FUY IN-UNE. lU BE RUSSMAH MFc. N.
SEPIES CR APP , EWAL
Ml7LTNE[ Pf,1F CAN 9C Fm ipC diE FLEE TO SER,£ ND MORE THAN J POLE UGHTS. (15A
MFIIUUM.
PE SPIKE NIT. LLGHpNC AND POWER J-DM SM CE5 SHALL BE MACE - BLACRBURII USL-II
AND USL-N. RATCHEN CHBM-CT-BD/I5-20O AND CRSN-CT-B4/2O-VXI. W W 82-1 TRES
.. RECTOR,
L;L% B AVF, TO LE -.AN VFD. CAT. NO. NTH-B. 1ERRAZ-SNAAUUr —DIC NO. AT,+.-B Ca
L.—SE X.-B.
PXDiO EIECTRIO (:ONTROL CUI CR REWCNSE, TMST LOOCE:C TYPE IYCRSY -1. TO MATCH
W/GRWI) TO BE MEDAL ELEOTRIC CAT. NO PECOn. HSIER-PETCE CAT. NO. nDOESS OR
INTERMATK CAT. NO. X,IDBM.
CONTRACTOR TO PRO- A4 ASSOCIATED FITIRDS. CC —BE.CM-ETC HEBAN,
ECCAVATNC. ETC. NECOED TO COMPLETE AND LEAVER PROPERLY FUNCAMBNC STREET UCHTISG
SYSTEMS TO THE OTY CF RE—C.
CI10N DOX IICRLNC NO. FMHZ-161912-MD. MUST BE POSITIONED IN LANDSCAPE ARIEA.(XG HARD
SWFACES)
aN=LY WNWUM FOR LENGTHS THAT EXCECO SO'. I• CdlWlf — JUNCNCN BOX TO 11Gff
RCP IND MORE AN- 1D,
OR— ROD IN FRlST POINT' O .11CCT (J-0OX LOCATED WTPM 16 OF UTILITY I...) ONE J'
MINI4Uu B IN LENGTH Mi.NO R01 TO BE INSTALLED WTW J-BCX Y A MINIMUM 0 ABC
GROUNCIND ELECIROCE —DUCTOR Alp APPROVED CL/.AM.
-Mr A PANT LY' DISCONNECT SHALL BE #12 — COPPER M RATED OR URGER. VCLTACE
CROP SHALL NOT EXCEED 51: ANY'AHERE IN CIRCUIT.
EEA ATfv SHALL BE AS PER ITD STANDARD DRAWNG i hZ-C OH AS DCSIC*D BY PROFESSIONAL
ENQHCER JCEN� IN TIE STATE OF IDAHO. A B' RC> -AL MIMWM IN —SCARE AREAS OR AS
APPROVED BY Ott EIIMNECR.
MATERIALS SHEET
L-J NTS
12
Streatlight-1'6irii4t431sconn ect- Diagram
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a�.mlRUImI. wi* H.xLT' SR.,mm,15m,�:.n NxmH:m Irn m Mlrvnl I.x,iFn,nl,ll
RR:RR..Ine,. n..mm:q,rR..Ay Rl.,:.w1„ ro,.., Ir1616
wrH.{ Mu: tMU Pi Nmr nr mmmhReA IPH,IIAIRmn mni. m. In+ppllnFk
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Nu11� Nl.nr.R.Mn Rm.v 1.:.y�m••Rk f.rc:
DPOINT OF DISCONNECT DETAIL
NTS
10
SINGLE TRASH ENCLOSURE
lux
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DOUBLE TRASH ENCLOSURE
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13
3/A INCH AND I INCH WATER METER DETAIL
TOUCH READ ACRTON
N D:TFF.
N TAI. METER S=RT I \
l6"- 5"UI.=N11_TERI
..i NNLER CON.Tc ToN
SLTTT>m BY
ONN''ER
IIFATCIICAAI1:
SIE DETAD. A,
STRAC SERVICE]A'E
TONf=SN'COXT I
3- NILN
30" 20-R C
IN-G.iNT! COOVV ER
W/TOUCH READ HOIF-'" -- -
LID & COVER ,FWAL ESEVAnON TO HE
_'- OP MISH GRADE,
:..F 'MNED LAW�NGRADE
� I I
Q
- ,EE NOTE #13,
CONxT'ECT Ecr TO Cd'E
NuIFR
ANGIZ NIETER VALVE
W/ACCRO. iAM PITTING,
ADAr T7T'E COAPORARO\ z Nj TAL rr
SFRA7CEIAF- RATEDA POI.Y-naNnIN3: NIE7N.CICE
RATED AT 100 PSI NONDILI[ WORI2NG CRESSLRE
CROSS SECTION OF METER
3/4" & I" WATER SERVICE CONNECTION
SC:AI.F: NO SCALE
h TO 2 INCH WATER METER DETAIL
14
Nn:TER SI]C NLT
UET'ER ANGIE STOP
WRAC=G
TO CREVE\T
CORROSION
SET`
- FN I. V.AI.VES
--iO AUDMi G
\'- CURS STOr ASIDE 3ff.TEF AARRFI.
(Do NOT CONMRI
DETAIL a
r GENRAI. NOTES:
1 GNP'A\'IIFDSf,:N'DPA'E 3: L\CHES RT.NTFD RTIH DUCT TAPE OR a MOVED EQUAL.
af3..17:tTCF fl\FS SNNI.FE FORM L1T1FR EVS7D:G aSI1L17SPatiNG. NO
.LPHaI.T P.it"LNG' IL AF CLTFOA SFRtTCill\F L\ST.V3.1T10N LV FSS a1'LT.OVFD
AY CRl' E\(:L\'FII'
QCRY TO SLMS.I' Pl.11, WLNG PaR'I'. aFIFS CLTS. SSOP TO,L^GIF 3LiSTaFT4R \fETEA
CIPY a] :O TO SCTM'I.l' NhTFR. ]ID, TOUCH FE:D.:�\� AaAAF3_
O R'aTER HOOH LT FFFS 31USTF6 PaID FFFORE a NIETTFR a -VD FFQLV.t•D PaFTS
ARERED.
Q3iEiFR ERSARFaRFFI. \IIiSI AE LNSTNIID LN.:PPFOVID AREA Al' THE CfPC OFSEARLT.G
R'ATR DFPaRT3tENT.
n1�CLEFRTOr UNTYT E TTTENGD SOREaUAEUSEDff DFTTSAAY.
V NOT ATP :IDN TTE WATER
L ARE IN THE rT OF FRCLNGS.4\T) HOSE CI.>.\fP: ARE
NOT ROt'Ep FOR R'a7ER LINES L\ THE [Th' OFREIRLEG.
�oNI.YTID: n-aTER NaErER. cLi.F :Tor a v srFi\TD>:3: tr'E coN�'ErnoN.nF uLon'm
L\ THE \ffTER m'xcrI.
Q:PFf.\AFF CO\l'E:TALL'AEQCREDSD CONII fT.J.L TITHEAESIDE\CEORli
\MTERFDTOAFLNSTALIXDACTHIXI, TTOTHE D3.LTIAATIONPAOt'IDFD.iSFI DETNf.a
\EPOR NA;STFE GAN-V A ER lNlCSO'_0'OFTHE NOFP.NE WA IID.
FISOAE COt'EFI.\GANYmmTO KrNzr,i\ OBYT10\OFTHEEPAF,ANRTEA.I\T)
JOL17, EPD'ER( RA[XOR TOAETEAR RE AY T{D OPWATER DEPN:TNRNT.COFFEE
]OLNTS LIbEF .:SPHM OR CONCRETE AREREQUIREDE1AEFI:a7ED.
F1N.V.00RT.t.\CT ttT13. NOT RE Glt'E\ ff TFIEN \frT1R TO PLT.DW. AFE NOT \ff'I.
NFIET. TO �GLN No. t' COPI'FP. F'L\i)n-3.1 F KILN. METER TO FCII.nL\G
a.1"e CO1Ti.T. FENDER nTFE N(LN. SFE:D-3tJ FOF SPIICLN4
3 INCH TO 6 INCH WATER METER DETAIL
:-TE- E I E T E T ET -IL _
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