20241101ASP to Staff 8 - Attachment ACM Phase 2 Engineering.pdf

-ASPEN REEK MEADOWS - PHASE 2
FISH HAVEN, IDAHO $ = �g� �
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PROPOSED EXISTING / 2+ \
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SANITARY SEWER MANHOLE gEP
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SANITARY CLEANOUT • o — �l SM�
SANITARY SEWER sa 25 ��\ 6
STORM MANHOLE OO OO 25 1
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STORM SEWER --- s� � I / 15
COMBINATION CURB INLET `I _
CURB INLET ■ ❑ / ze FA�ppLp9iPF\\ o
FIELD INLET—AREA DRAIN ® ❑
29 WATERMAIN& VALVE
WATER METER&SERVICE f u� I 30 \ 0
WATERLINE BLOWOFF \/ w
FIRE HYDRANT `� 3+ w
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CONCRETE CURB —————————— l \ _ N
POWER POLE + a l ENGINEER'S CERTIFICATE �
BENCH MARK l Ld y =
l certify that l have examined and reviewed these plans and find
that they are in accordance with the information on file at the U
Idaho Standards for Public Works Construction office.
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All transportation and site work shall be done in accordance with the 2005 edition of the Idaho Standards for Public Works Construction, except us noted below. if the Standards of Beor Lake County andllor Fish Haven Area Recreational Sewer District (FHARSO), APWA, or =
details contained in these plans confilct, the more stringent standard will apply. _
No work is to be commenced before all appropriate ermits are obtained for the specific type of work to be performed. Please consult with this office or the local jurisdiction before work begins.
SII��'T IN'of P P YP P 9
All construction within the County right—of—way shall be accompanied by a traffic control plan prior to any on—site activity. This plan is to include barricade type and location, as well as likely hours of operation. NGINEER
All water and sanitary facilities and the installation thereof, shall follow the 2005 edition of the Standard Specifications of the Idaho Standards for Public Works, with approved, contracted inspection during construction. Please refer to 2005 edition of the Idaho Standards for =?:` •'•:�6.
1. COVER SHEET Public Works Construction Standards for additional notes.
2. STREET AND STORM SEWER PLAN
3. SANITARY SEWER AND WATER SYSTEM The Contractor sholl maintain o minimum 10'horizontal and 18"vertical separation between all existing and proposed water and sewer lines. o''•
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4. PROFILE SHEET
5. PROFILE SHEET All pipe bedding and bockfill material shall meet the applicable specifications in the 2005 edition of the Idaho Standards for Public Works Construction Standards. Before any native material is used, test results may be supplied to the approved, contracted inspector upon
6. WELL SITE CONSTRUCTION request indicating that the material meets the specifications.
7. SANITARY SEWER DETAIL SHEET
8. WATER SYSTEM DETAIL SHEET All sanitary sewer lines shall be P.V.C. pipe (A.S.T.M. D-3034 SDR 55) with flexible pipe bedding. if required, the final 'As—built"plan shall indicate which type of pipe material was installed.
9. WATER SYSTEM DETAIL SHEET
All sanitary sewer laterals shall be P.V.C., 4"diameter, and installed to 10'behind the property line by the Contractor at the time the main lines are installed. The Contractor shall mark the end of each lateral with wire and o 2W'board marked with the lateral depth.
All catch basins, inlets and other places where wastes could be dumped into the storm sewer system sholl be stenciled as follows:
'Please protect — drains to stream" Z M
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The Contractor shall provide 6"minimum vertical and 3'minimum horizontal clearance (outside surfaces)between storm drain pipes and other utility pipes and conduits, excepting the culinary water mains. The State of Idaho considers stormwater to be non—potable, therefore ° Z F N
the clearance between water piping and stormwater piping ore the some as water piping and sewer piping. For crossing of sanitary sewer lines, the Idaho Department of Environmental Quality criteria apply. J N
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Storm lines 75"and less in diameter shall be constructed of nonreinforced concrete pipe, C14-3, helical corrugated steel or aluminum pipe, 16 gauge minimum, or corrugated polyethylene pipe (N-12), MSHTO M294. Storm mains 18"and larger in diameter shall be o <
constructed of reinforced concrete pipe, C76-11, spiral rib steel or aluminum pipe, 14 gauge minimum, or corrugated polyethylene pipe (N-72), AASHTO M294. Perforated storm mains shall be constructed with a minimum of one square inch of per/orations per one inch z p
O�YN�R /IJ�'U�LOP�R diameter per lineal foot of pipe. � <
The underground utilities shown on this lan were all that had been constructed at the time these plans were completed. Additional underground construction may have occured before construction of this project was started. The Contractor, prior to commencing an o4�
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excavation, shall provide notice of the scheduled excavation to all owners of underground facilities by calling 'Blue Stakes"or similar one—call locating service. The notice sholl be given to the owners of the facilities not less than two business days or more than ten Z a
NORM MECHAM/GARY MCKEE business days before excavation. Q o
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GARDEN CITY, UTAH In the event that there is a descrepency in these plans and the actual field locations of existing utilities, the Contractor shall notify this office prior to performing the proposed connection or crossing. °b z N
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The Contractor is responsible for a//on—site erosion control Every precaution should be token to minimize the possibility of tracking mud and debris into the County roadway. This may require, but not be limited to, grovel construction entrances at County streets, Z
10 SOUTH BEAR LAKE BLVD. �j F N
wheel—wash areas, and properly placed silt fences, hoy bales, and sediment traps. w z
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435-946-3500 It is the responsibility of the Contractor to perform all cleon—up of the site and general area at the time the improvements are deemed complete. ;�4 > w
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All materials and workmanship testing requirements sholl follow specific guidelines contained in the 2005 edition of the ISPWC or specific project testing as detailed in these plans. �o
Contractor shop notify FHARSD 48 hours prior to inspection of completed work as they request to be present during any material and workmanship testing of all sewer lines. ;-H
The FHARSD shall be present during the preconstruction meeting, the substantial completion inspection and the final completion inspection.

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PROPOSED EXISTING PROPOSED EXISTING
SANITARY SEWER MANHOLE 0 WATERLINE BLOWOFF
SANITARY CLEANOUT • o FIRE HYDRANT
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SANITARY SEWER sn EDGE OF PAVEMENT \
STORM MANHOLE O OO
POWER POLE
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STORM SEWER LATERAL � > a
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CATCH BASIN ■ ❑ x o 0
GRADING FILL AREA �
WA TERRAIN& VALVE
WATER METER&SERVICE T GRADING CUT AREA
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ALE 1" = 50' —PHASE 2 PHASE 1
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,SANITARY LATERAL TABLE' s� z
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PROPOSED EXISTING PROPOSED EXISTING
No. STA. FROM LENGTHI.E. �0 \ \ e J
DOWNSTREAM M.H. AT STUB
15 0+79 66 24.9
SANITARY SEWER MANHOLE 0 WATERLINE BLOWOFF
r W� 16 2+92 62 29.1 Q z rn
17 1+33 58 65.3
SANITARY CLEANOUT • o FIRE HYDRANT T 18 1+39 95 66.7 w
SANITARY SEWER sn EDGE OF PAVEMENT 19 0+85 60 60.6 \ ,Fy z xc N
POWER t o 20 0+59 66 44.5
STORM MANHOLE OO OO POLE 21 1+08 66 48.8 z r —
STORM SEWER —— sn 22 2+66 64 62.5
PAVEMENT 23 0+42 60 71. !�
STORM SEWER LATERAL 24 1+17 109 73.1 ;M4 > w v
CATCH BASIN ■ ❑ 25 1+11 89 72.6 o 0
26 0+22 20 70.8
WA TERRAIN& VALVE 27 1+55 15 51.9
WATER METER&SERVICE f w� 28 0+10 16 39.3 ;M4
29 3+58 19 29'1
30 1+61 16 26.5
\11—i 0+06 19 24.5

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PROPOSED EXISTING PROPOSED EXISTING
SANITARY SEWER MANHOLE O WATERLINE BLOWOFF
SANITARY CLEANOUT • o FIRE HYDRANT , w
SANITARY SEWER sn EDGE OF PAVEMENT —————————— ?tea= ---- - - = --- - —------— % Z
STORM MANHOLE OO OO POWER POLE
STORM SEWER J
PAVEMENT I / _ 0
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STORM SEWER LATERAL
CATCH BASIN ■ ❑ L j / ( o 0
WA TERRAIN& VALVE ��
WATER METER&SERVICE T w� Well,con truation site

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70' 14' 32 14' 10' i�
P.U.E. 2 2' 2' 10' 10" 2' 2' 2' P.U.E.'
�� Gravel Gravel 'gSN3�11
Shoulder Shoulder
Drainage Drainage
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/ Install fire hyc ant l\/ \ \ The finished rim of all manh les outside of
/ q161L75t. 1.(serves as \\ the paved r adwoy shall be "above the
manual air \ existing gro d with the gro d being sloped
a release valve) \\ away from t e manhole to p event infiltration
8"Sa L=123'5=0.0 \ into the sys em. O
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l.. 6228.16 connect to ex 6"water A�oBs `� e Z °D o
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The orate line and sewer line must f• F-t a Z o
®� have a inimum honzant I separation �, c' (� 4 ^
of 10 fe t and a vertical separation /f. 22306 Sow
of 18 in hes. /1 the or installed 8 /n S
os pert ese plans,both conditions Ex.I.E. 222.86
will be s tish'ed. Ex.8 ut(Nf g
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Ex.tE 6215.46 e b Z *k w
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MEADOW DRIVE' Ex.I.E. s2152s w _
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18 00 17400 16 00 15 00 14 00 13 00 119 00 >1 00 10 00 9 00 8 00 7 00 6 00 5 00 9 °

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6 NOTES
TRENCH WIDTH �I ❑
AR BAC FI •. • DGE OF
£ / / l51/NG (mMOUT B46EMEM) n�
° d 035E0 VN(35CEPi// / // ❑I WHERE DIRECTED BY THE ENGINEER
GPANUUR TRENCH FOUNMTMN STABNZATION _ 5" 5/e"�p / l�BEyp N o
MIxJ / / w SHALL BE PUCED PFpF TO PUCEMExi Of REsuG ��
D r % % /� m 4 ME BEDDING,SIC£AND DEPTH ARE DEPEND- E [L NNST ICpx r -F£C>F C _ etoc.semi g 2 r
° I N /% ENT ON SOIL COxOITIOxS E B 5 55 C
2500 PSIEMI. // // k y O BEDDING AND BACKFILL MA)ERIALS IN ME CA AV�M BUSHED
1 I E ZOxE sHaLL BE COMPaCTEO AS Iw/1 IS��GX-
BPECIFlED PRIOR TO BACKFlLLING THE
EAuINDEF OF ME TRENCH. as DIRECI£D. GGREGATE \ (RJv£Rn M
\ m �°�� ��'�. (SEE
HOTELS/E
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A ° I CLASS A �- NOTES
SECTION A Fl © TRAVELED UNIMPROVED HARD SURFACE ROADWAY SHOULDER 1.
FN uR BALK L J =SE 0I.1 2.1NG euTERUL ALL SER CE ATERALS SHALL
0_2111..GEPT�� STREET (CONCRETE)
NOTES: / / DEPTH OF BEDDING BE 6"MIN.EXCEPT FOR
Mi / ///1/i//, Ma1ERNL BELOW PIPE +'t HOUSE BRANCHES FOR
r -} SINGLE FAMILY DWELLINGS
% - \ s v_2 vIrc MAY BE 4"DIAMETER.
ALL CONCRETE TO BE 3000 P.SF 2"TO 4"SLUMP. %/ / //// 2J"&.SMALLER 1
WALLS WILL BE PLACED WHERE GRADE IS 20%OR OVER. //// URGER TH4N 27' 6"I NOTES; \ RISER 2. SERVICE LATERALS SHALL h
\ /, FOLLOW THE CONNECTION
TO BE USED IN SEWER \
ANCHOR WALLS TO BE EQUALLY SPACED WITH MAXIMUM DISTANCE BETWEEN u i I BAG<Flu ENO PA111 DETAILS AND LINE MARKER N
WALLS TO BE AS SHOWN IN TABLE A' m ❑3 FOR POCK A.OTHER IrvCOMPRE55/BLE NO s l MVN sEW£R CONSTRUCTION OVER 14' DETAILS AS PROVIDED BY
BEDDING PER \ MaTERIaLS.TH£TFENCH SHALL BE OVER- a r v N I '(RwID% IN DEPTH THE IPSWC STANDARD
SECTION 9-03.15 'MIN aC.© - 7 3(rtExie(E vI 1.
PUG£WALL IMMEDMTE[Y BELOW BELL OF PIPE WHERE PoSSIBL£. ExCaVaTfO A MixIMUM OF 6"AND SRE- vucEp Ix DRAWINGS,
CONCRETE SHALL BE PoURED AGAINST FORMS OR STABLE UNDISTURBED SOIL. /�//./' /• /. FELTED BY THE ENGINEER FILLED WTI­R L a 2 C P MINED BY$TANDARp v�OGTO.e
GRANULAR FOUNDATION ®NA of m u�ocrccreENrAGEs REFEF To REunvE DFY PAVEMBvr oR cRaprvp LINE 3. APPROVED COMMERCIAL TAPS:
TABLE A" L 1/ O Eu/B O IE SEA TIGHT® TYPE C"
CLASS B IAI cON I�IH i J / OR 0"SEWER
SADDLE.
SLOPE 9" MAXIMUM ALLOWABLE SPACING(FT) LE. LEvc K UNDER SURFACING foF
OVER 70 (MEASURED ON SLOPE) TRENCH WIOIH -C RP�rS 1,,cARP_Iu�issY euErp _ _ ' 4PANEGSAW FOWLER OUIK-WAY
10 35 36' GRAN UR BACKFlLL -I Q E SAMPLE DFSTIE NATIS7 MATERNLL TO THE �' Fttt sPEGFlED OF mENCN r0 SEWER TAP.
PER SECTpN ENGINEER AT LUSE)1 HOURS PRIOR TO USE PFmnn[A NEAT srFaC,IIr E. a
CEPY/ / // ME ENGINEER MAY APPROVE REJECT OR , NFE F sIBr '/BEND • FOWLER 7&L"
35 50 24' // REQUIRE UBORATORY I£SIMC OF THE CR _ SEWER TEE.
50 100 I6' MN� // /// MATERIAL UmC0.v_ I C>E ss G'MIx 5 LL BE sFALEO mTH IIr
^m W ❑B BACKFILL A.COMPACTION ABOVE THP�PiPE G E //+-40p0 AND SANDED. .1 I 1 ­7 • FOWLER"INSERTA TEE"& O
TABLE"B" / e SONE SHALL BE AS srrowN IN nD x xaL�a Mlx w o e .
r o 5-1.3 - ACGeEcarE
PIPE SIZE TRENCH WIDAG
TH VOLUME OF sccnDN B-p°rs / `• ©TRENCH wmm sHau.Nor ExcEm oNE AN uus Ep p usEn BUT Ix Np rwsr acao -IN 'TAP-ATE" ® SEWER Q
D MAX. Wt h b CONCRETE(APPROX.) / o s anE-rwLF mE INSIDE DIAMETER of THE P W„Q" aGGREwrE. W® a r1 LaosE. TEE.
PLUS IB"AT THE TOP OF THE PIPE ZONE.PE 4. TRANSITIONS BETWEEN DIS-
6,8, 10" 2.5' 3.0' 4.0' 0.29 C.Y. / �" '•-//\ ° O� u O� 4A SIMILAR PIPE MATERIALS
12", 15" 2.5' 4.0' 1 4.0' 0.37 C.Y. '" a ❑7 FOR ISLE PIPE aEDOINc SEE BAD PUN -+ (SEE nn sj OR SIZES SHALL BE MADE
18,21,24" 3.5' 4.D' S.0' 0.42 C.Y. \/\/\ /\/ r s-L2 _ BEpwNG N,IN srp.SUN WITH APPROVED ADAPTORS
30" 36" 4.5' S.0' 6.0' 0.62 C.Y. GRANULAR FOUNDATION MAIN OR SECONDARY COLLECTOR OR LOCAL ST s-r.z K PW PIPE (FERNco,c4umER OR EounL). O
CLASS C ARTERIAL OIL GRAVEL TYPICAL HOUSE BRANCH 5. IN NEW SUBDIVISIONS AND J
OIL GRAVEL OR ASPHALT OTHER CONSTRUCTION INVOLV- Q
OR ASPHALT CONCRETE SURFACE 'MW"' INC NEW ROADS,INSTALL
CONCRETE SURFACE LATERALS TO 6 FEET BEHIND W
PROPERTY LINE FOR SEWERS Q
IN STREET RIGHT-OF-WAY.
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STANDARD PLAN FOR ANCHOR WALLS PIPE BEDDING DETAILS (RIGID PIPE) TYPICAL TRENCH SECTIONS: SACKFILL BEDDING & SURFACING SERVICE LATERAL CONNECTIONS �W
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LANE INTERNATIONAL CORPORATION <
POLYPROPYLENE MANHOLE SAFETY
STEP P-14850 WITH REFLECTORS. --------------- ., Q
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NOTES: W
AD SANE p Gp ER(E s o.-1 -1) o U a
ncnr cROWUT \ o ALL STEPS MUST MEET Al- C-478 _
NOTES: p w ti j AND AASHTO M-199 SPECIFICATIONS,
d �p POLYPROPYLENE ASTM D-4104, THE _
Q ry 1. ALL PRECAST MANHOLE RINGS �p 712"GRADE 60 DEFORMED REINFORCING o
ANO CONES SHALL CONFORM U oti 4 LU
BAR ASTM-A--615.
r0 ASTM C-478 WITH CAST ¢ PLAN
IN STEPS. 14' 13"
2. IN OVER EXCAVATED AREAS INSTALLATION METHOD MUST RESIST MASTIC FINISH SURFACE OF JOINT WITH
PROVIDE SUPPORT FOR THE 2 WATER TIGHT GROUT TYPICAL
PIPE MI FOLLOWS: PLACE 7,500 LB HORIZONTAL PULL OUT FORCE ( ENGINEER
3/4"MINUS CRUSHED ROCK ��' W `"�' Y •' ALL JOINTS) STRIKE EVEN WITH WALL.
P
0 0 (T"uN AND 500 LB VERTICAL LOAD. QV;."•• y
OVER UNDISURB£D GROUND N •O
IN 6"L4YER5 AND COMPACT
PLAN MaNxarE MNrs USING HAND TAMPER. STANDARD �� w� a• N:
3 BASE CONCRETE SHALL BE n n� o� (Ip u>) W': o m .•�
3000 P.S.I.,2-4 IN SLUMP. • O''-• z z h
FLOW LINES AND INSIDE SUR- �M 3/4 X7/4"OVAL d•,• o :•�Q
s MIx. FACER-I BE TROWLED x REFLECTOR(TYP. 2) KEYLOCK
SMOOTH&UNIFORM AT TIME 7 3SN3��
Rxa �nMLM OF POUR. MANHOLE BASE -
I� MAY BE MONOLITHICALLY CAST 3 p
TO 8"ABOVE BARREL OF MAIN ' g MASTIC
.� i SEWER CHANNELS SHALL \� ^ ® (2 Rows)
L n.' CONFORM ACCURATELY TO SEWER n ' h
�p GRADE. INSTALL BENCHES TO CLEAN ALL
BEBwN6. �6 0 6 O Op p ELEVATION OF SPRINGLIN£OF PIPE. o '�^ _�'MANHOLE WALL AND PLACE
S JOINT AREAS
GAS
/�{� P/rP/ ET
4. CAST-IN-PLACE,MON- M - W END TO END
uxwsTURBEo Eavrx�- 6 Lax. oUTHIC MANHOLE MAY BE SUB- 0 0 \ 3 CORE NEAT HOLE FLEXIBLE CONNECTOR
\ STUUTED WITH SPECIFIC ¢ IN MANHOLE
APPROVAL OF THE ENGINEER. 1 2"GRADE 60 STEEL
SECTION A-A CAST IN PLACE BASE LOCKING KOrbDII
PIPE
6. JOINTS SHALL BE CONSTRUCTED Fl REINFORCING BAR SEINER CORRECT MASTIC
s-114• � so As To e£wAr£RrrcHT. � TONGUE& GROOVE
SEAL ALL MANHOLE JOINTS n n' r/z��' O PLACEMENT Ms+.11 (} �
AND FRAME WITH INFT-SHIELD o \ '' CONSTRUCT CHANNEL Z V
y 'SEAL WRAP"EXTERIOR e r�B- H IN MANHOLE �` p
usT-Ix- psi SEAL SYSTEM OR EQUAL. ZM
E-'/E• 6 $ 7. MANHOLES UNDER 6'-0"IN ^ J p vI c n��on°0 8 8 q�q�� Q m N
DEPTH FROM RIM To SHELF
fiE T• o pQ 6Rn SHAL HAVE A TOP SLAB IN m L�S o 6+g oym PIPE CLAMP J - ,ooM1vc DSg'�°O O Q 00�80 LIEU OF CONE O O ® o„�jO a Z O
Eavlx BLO �.• // � i7ii�r - 6 5-1/8" • d+ . ¢ n
8. VACUUM TESTING OF MANHOLES �w ¢ m NOTES: p ^
RUB�ET JOINT waL BE REQUIRED \� s z a
5" _I ; 9. LOCKM0 COVERS REQUIRED N i. SEAL THE MANHOLE JOINTS AND Z 0
-I IN EASEMENTS,OR AT �, y ° THE MANHOLE FRAME WITH e ¢ J M
ia�14i-it-g
TWEY DISC ON OF THE /4 o W W Z 12d ®° NOTES: EXTERNAL SEAL SYSTEM. ,
2 /NFL-SHIELD "SEAL WRAP" fv-i e1
Gsi Ix vREGsi eA6E ¢ h 1�nu, /a" � � �� i. CONNECTIONS TO MANHOLE SHALL BE MADE WITH AN z. GROUT FOR sEAunlc JOINTS �
Z - Z A APPROVED EXPANSION TYPE RUBBER BOOT, KOR-N-SEAL ® OR RUBBER JOINT GASKET Z
g� SHALL BE FIVE STAR,S/KA 272, O
UxolsroaeEo FAerH ~� p �O o� Im
WATERTIGHT �$ SEALTITE ®, (NO FLEX JOINT REQUIRED), FOR ALL PIPES UP TO 18". NONEUC HRI OR APPROVED w O m
F�+�'/�� / LARGER PIPES WILL BE HANDLED ON A CASE-BY-CASE BASIS. NON-SHRINK GROUT. STANDARD W a
- O CK JOINT MANHOLE JOINTS GROUT WILL NOT BE ACCEPTED. W
SEE DETAIL TO ® ° er b Z it N
LEFTFOR STEP 2.CORE NEAT HOLE IN MANHOLE AND INSTALL BOOT AS REQUIRED - D[
° C7 W ^
PER MANUFACTURER'S SPECIFICATIONS.
REINFORCING BAR ELEVATION3.STUB-OUTS INSTALLED FOR FUTURE EXTENSIONS ARE TO BE W z M
PLUGGED AT BOTH ENDS. w
MANHOLE STEP DETAILS MANHOLE CONNECTION DETAILS MANHOLE JOINT DETAILS €m w
STANDARD PRECAST MANHOLE STANDARD MANHOLE FRAMES & COVERS
S-2.3 5-2.4 5-2.9
S-2. 1 S-2.2 �,

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STANDARD COMPOUND METER INSTALLATION STANDARD WATER SERVICE 3/4" STANDARD WATER SERVICE — 1 1/2" & 2"
N.T.S. COMPRESSION X M.I.P.T. N.T.S. N.T.S.
GATE VALVE W/2" o a� mj
COUPLINGS (BOTH SIDES OF VALVE) ONE PIECE CONCRETE METER BOX INSTALL METER BOX N
OPERATING NUT (MUELLER CAT. N0. H15428 10' BEHIND PROPERTY LINE
& VALVE BOX W/HINGED READER LID.
OR APPRVD. EQUAL)
BROOKS 37-H4, METER BOX & LID, 3 PIECE BALL ANGLE METER VALVE g
2" 90°COMPRESSION ELBO 2" 90*COMPRESSION ELBOW CHRISTY, OR W/DROP IN C.I. READER (BOTH SIDES)
2" TYPE K FINISHED STREET GRADE LID. 8" TOP SECTION, 10"
(MUELLER CAT. UNO.AL H-15526 (MUELLER CAT. N0. H-15526 PACIFIC WATER WORKS INSTALL METER BOX
COPPER
OR APPRVD. EQUAL) OR APPRVD. EQUAL) BOTTOM SECTION
SIDEWALK
BEHIND CURB OR
❑ /�\/�\/� /\\/ BROOKS 65
VALVES ARE TO BE FLG x MJ W/MECH. JNT. SIDEWALK
RESTRAINT ON M.J. SIDE & 2" OP. NUT BUTTERFLY OR GATE 6 FINISHED STREET
I z Min. \ / CURB GRADE VALVE AS DETERMINED 18-22"
/ BY SIZE OF SERVICE m 10"
FLOW 16" MIN' / W/VALVE BOX Max.
- � � 'ono
�J u4
6,.MIN. FILL ) _ METER - .o
6"MIN. 16' MIN. FILL MATERIAL MAY 15" 1' SEAMLESS TYPE K
DUCTILE DUCTILE BE USED IN METER SOFT ANNEALED COPPER 30" MIN.
'm
IRON BOX ZONE TO OPTION
IRON CITY SUPPLIED CENTER LID a PREVENT SETTLING
REDUCING TEE OVER DIALS 3 AND INFILL 0 BRASS
FI%PUES
GS
NEPTUNE STRAINER REQ'D. REDUCING COMPANION
PROPERTY OR FOR TRU/FLO METERS FLANGE W/COMPRESSION X CONCRETE DUAL PURPOSE NUT
EASEMENT LINE M.I.P.T. COUPLING BLOCKING f
(TYPICAL EACH SIDE) 5' TO 60' OPTION
2 SPRING ASSISTED (MUELLER CAT. NO. H-15428 t
DIAMOND PLATES OR APPRVD. EQUAL) METER SETTER - 1" COPPER METER SETTER TO BE 2"COPPER TUBING 0' - 10'
TUBING SIZE W/LOCKING WING CENTERED WITHIN INSTALL 15" METER YOKE TYPE K
W/LOCKING LATCH ANGLE STOP, COMPRESSION INLET X METER BOX WATER MAIN 12" PVC (MUELLER CAT. NO. B2422-2
DUAL PURPOSE F.I.P.T. OUTLET, 15 HIGH. NIPPLE ITEM 660-999 OR APPROVED
�\ 1"-FORD-V7415W W/CAP EQUAL CORPORATION STOP =O
MUELLER-H1404 1" CORPORATION STOP, COMPRESSION AWWA INLET X I.P. Z WATER MAIN
OR APPROVED EQUAL X MUELLER THREAD, CORPORATION TO METER LAYING LENGTHS: OUTLET
ADD DRAIN ROCK TO 12"MIN. ( )
BE BEDDED IN SAND. 1-1/2" = 13" JONES J-45 SERVICE SADDLE
VAULT AS NEEDED 24"MAX. TAP MUELLER (TAPERED) THREADS W/ 2" = 17" DOUBLE STRAP,
FOR 4' MAX. DEPTH B-100 OR B-101 TAPPING MACHINE. PLUS 1/2" FOR GASKETS (ROCKWELL TYPE 313
�O �O MINIMUM BIT SIZE IS 15/16" FOR 1" OR APPRVD. EQUAL) O
i SADDLE (SADDLE SMITH-BLAIR 311, OR
APPROVED EQUAL). J
METER BY-PASS BY-PASS DUCTILE IRON MAINS 6" & LARGER MAY NOTES: Q
SIZE LINE SIZE MATERIAL BE TAPPED DIRECT.
3 2 MIN. COPPER NOTES: 1"-FORD-CO4-44 1. PRIOR TO INSTALLATION OF METERS, ALL SERVICE APPLICATIONS W
4 2 MIN. COPPER MUELLER-1­15071 MUST BE COMPLETED AND APPROVED, SERVICE FEES PAID IN FULL CD N
**4" MIN. DRAIN 12" MIN. DEPTH AND AS BUILTS SUBMITTED AND APPROVED.
6" 4" 1. PRIOR TO INSTALLATION OF METERS, ALL SERVICE APPLICATIONS (OR APPROVED EQUAL)
KNOCKOUT TO DRAIN ROCK W
8" 6" D.I. MUST BE COMPLETED AND APPROVED, SERVICE FEES PAID IN FULL
REMAIN INTACT
AND AS BUILTS SUBMITTED AND APPROVED. 2. CONTRACTOR SHALL CONTACT CITY CONSTRUCTION MANAGERS OFFICE 48 HRS. W PRIOR TO INSTALLING ANY WATER SERVICE CONNECTIONS. E
VAULT 2. CONTRACTOR SHALL CONTACT CITY CONSTRUCTION MANAGERS OFFICE 48 HRS. 3 METERS WILL NOT BE SET PRIOR TO DISINFECTION OF THE MAIN AND SERVICE,
�
.
UTILITY VAULT CO. R.C.P. VAULTS PRIOR TO INSTALLING ANY WATER SERVICE CONNECTIONS. AND, PRIOR TO A SUCCESSFUL BACTERIOLOGICAL TEST.
#575-LA-3660P #76632 W NOTE: 3. METERS WILL NOT BE SET PRIOR TO DISINFECTION OF THE MAIN AND SERVICE,
#676-WA-3660P W/#57-TL-B LID 4. WATER SERVICES SHALL BE PRESSURE TESTED ALONG WITH THE MAIN.
AND, PRIOR TO A SUCCESSFUL BACTERIOLOGICAL TEST. F
TEN PIPE DIAMETERS OF STRAIGHT PIPE REQ'D.IN&OUT OF METER. 5. DURING THE PRESSURE TEST, THE MAIN SHALL BE OPEN TO INSPECTION AT ALL CORPORATIONS. W
(IE:USING 6"PIPE,NO BENDS ALLOWED WITHIN 5'OF THE METER IN VAULTS SHALL BE SIZED TO ALLOW 4. WATER SERVICES SHALL BE PRESSURE TESTED ALONG WITH THE MAIN.
EITHER DIRECTION(6"x 10=60"or 5')) FOR MIN. CLEARANCES. W
5. DURING THE PRESSURE TEST, THE MAIN SHALL BE OPEN TO INSPECTION AT ALL CORPORATIONS.
*DRAIN KNOCKOUT TO REMAIN INTACT
EXPERIENCES FLOODING. STANDARD FIRE HYDRANT ASSEMBLY
N.T.S. V)
ILL
FIRE HYDRANTS SHALL BE SHOP PAINTED PRIOR TO
INSTALLATION WITH SAFETY YELLOW (RODDA NO. QD813)
HIGH GLOSS EQUIPMENT ENAMEL.
3' MIN. ENGINEER
3 PORT F.H.'S W/ 5 1/4" MAIN VALVE \, p
COMBINATION AIR RELEASE VALVE 1/4"STL. RING CLEAR OPENING. STEAMER PORT SHALL BE EQUIPPED =Q;°`•STANDARD VALVE BOX AND COVER No. 921—C RADIUS WITH AN APPROVED QUICK CONNECT :o
FOR COVER AROUND COUPLING STORZ ADAPTER), PORT TO FACE STREET N'•
N.T.S. BEARING N.T.S. ( )
HYDRANT /14' PLASTIC COATED
1"VENT PIPE
1"M.I.P. O X SOLDER 2-BRASS ELBOWS AIRCRAFT CABLE o 'S~P BRASS FITTING WITH W/NIPPLE OR STREET LID AND 1 4" X 4'• (STANCE TO BE 24" MIN.RAISED LETTER 7„ MAX VALVE BOX �-�SN 30\1
SOLDERED SCREEN ON ELBOWS K 2" MIN.
SOLDER SOCKET END AS SHOWN ON PLANS o ROD STOCK FINISHED OR 30"MAX BEHIND
&STAKED IN FIELD qop TO BE CAST INTEGRALLY - CONCRETE OR ASPHALT PAD GRADE CURB OR SIDEWALK CURB FACE FINISHED GRADE
1"X24"BRASS NIPPL _o (NOT WELDED) 1° BREAK FLANGE
sALEM IRON woRKs COVER FOR VALVE BOXES NOT SET /
NO.A2974 OR APPRVD. EQUAL IN PAVED AREAS. S
W/4 1/2"VENT HOLES ON �' °e> CHANNEL DEPTH (24" SQUARE, 4"THICK) °�°
VALVE BOX 1'-5" .J. HOE CIRCLE 7 3 4" 3/4" TO 1" DEEP
W/0 LID 2"NIPPLE 1 1/4" CONCRETE THRUST CONCRETE THRUST
24" BLOCK (SEE NOTE)
GROUT IN PIPE 2"X1"REDUCER BLOCK (SEE NOTE) 6" D.I. PIPE
1"BRASS 90• ELBOW NOTES: (MIN.)
1"COMPRESSION X OR STREET ELBOW ,
F.I.P.T. COUPLING SLOPE 1"I.P.T. X COMPRESSION
(MUELLER AT. H-15451 17 MIN, FITTING EXTENSIONS SHALL BE v °
24"T&G 6"ASTM D 3034 PVC PIPE O O Z v
OR APPRVD. EQUAL) n s ° ,'�
2-BRASS 90' ELBOWS CONC. PIPE 2"COMBINATION AIR RELEASE VALVE (ONE PIECE) j eFpy� Z F a
W NIPPLE MANHOLE (4) 1" (APCO NO 145-C OR APPRVD. EQUAL) ° Fa ° %\\ 0O4 /OOp A Z N
/ WEEP ¢ N
6" HOLES 2"x 4"BRASS NIPPLE ? 000�0 0g0 o0�j �� / -
(TYP.) 1-COMPRESSION 24" �/0Q0o pooQ 0 00o Q00%\ 'KK\\�` �� a z o
4.. _ 2"GATE VALVE g0' ELBOWS -\ oQ�ooapo�0000/\ p r-
pOo (MUELLER CAT ° �\%°o°p o Dog o0O V\`� Z
NO. 15526 U
8 2"DRAIN ROCK • ` ;\\�'\\\j\\\j'\\j'\\v\\� M.J.x SIDE FLANGE TEE a
OR BRASS FITTINGS 6" M.J.x FL. RESILIENT v
0
A o° AND NIPPLES) 2• • PLASTIC TAR PAPER SEAT GATE VALVE
0080 o°� opOo o db °� 2"TYPE K 911 2„ ° DRAIN ROCK OR
Cg
°�o°°°wo0o COPPER TUBING I � \ ' 1/2 C.Y. MIN. ^ Z
CONCRETE BASE SLOPE 1%MIN. rsl 6 6 aC 0
2"X 24"' 2"MUELLER CORP STOP ° • NOTE: W N
BRASS NIPPLE 2 X 24 (H-10046 OR EQUAL) $ - ° ^ • 4 e Fy Z
BRASS NIPPLE
TAPPING
IN LIEU OF CONCRETE THRUST BLOCK
BRASS NIPPLE n
2"BRASS \ ca ALLOWABLE JOINT RESTRAINT SYSTEMS (7 w
"
90' ELBOW 2 I.P.T. X SADDLE
COMPRESSION FITTING (SEE STANDARD NOTE ON SHT.2) w z
MAY BE USED FOR INSTALLATIONS OF w
NOT MORE THAN 18'(ONE PIPE LENGTH). U
ui

0 0 �
STANDARD BLOWOFF ASSEMBLY N.T.S. SOIL BEARING=2000 LB/F ° STANDARD THRUST BLOCK
EXIST'G. GROUND STANDARD MANUAL AIR RELEASE VALVE N.T.S. 4 NOTES: N.T.S.
3'MAX. = om ?� om warn o 0
EXIST'G. GROUND -0" MAX. d ? �� 1. All blocking shall be poured against firm
undisturbed soil.
6" IN. 2"COMPRESSION X M.1.PT. ii11�"1I `/7a TEE 2.3 ,o.e o.e6 2. When pouring against plugs and blind flanges, $ ca°�`, o o,o
12" MAX. COUPLING (MUELLER CAT. 5" MIN. 90° 3.z t.a t.06 see special provisions. g a g
N0. H-15428 OR APPRVD. 12" MAX. IIIIII IIIIII 4 4s° v os o.73 3. Layout to be approved by the inspector prior
GALV. OR BRASS VALVE zz-1/za os a.z o.as
VALVE EQUAL) _ _ _ _ to and after concrete pour.
COUPLING W/2" OPilS 2 GALV. OR BRASS �� BOX
BOX TEE 4.7 2a 1.24 4. All concrete blocking shall be poured in place
BRASS BLUG (P,P) BRASS NIPPLES COUPLING W/2' r(TYP) 6"
90° s.s a.o 1.53 without direct contact to the pipe or fittings.
HAND TIGHT ONLY AND FITTINGS BRASS PLUG 2"GATE VALE 45° 3.6 1.6 1.05
HAND TIGHT ONLY 22-t/za is 0.6 o.66 Protective material 1516 felt or as required by
2" GALV. PIPE
0.39 the City shall be placed between the concrete
TEE 8.0 5.4 2 0 and pipe or fitting.
OR BRASS NIPPLE + OR BRASSPINIPPLE 2"TYPE K ANDS NIPPLESGS 8 t°ta go in11.6 11 187 z.as 6.Thrs um csmootss Ing shall have a 28-day
2" 90'OW COMPRESSION OP ON 2" 90' COMPRESSION COPPER TUBING 2" CORPORATION 10 TEE ° 2.1 9.9 tss installations.
for all blocking
strength of 2,300 ps.i.
2' GALV. PIPE TEE t21 M 0.51 Concrete
e applicable to vertival bends.
ELBOW (MUELLER CAT. OR Y' X 18" OR 2' TYPE K ELBOW (MUELLER CAT. 2 GALV. PIPE 90 16.7 specific design is required for such
A0. H-15526 OR COPPER TUBING WATER MAIN N0. H-15526 OR OR 7 X 18' OR
24' BRASS NIPPLE OR BRASS NIPPLES 22-1/z° 4.7 2.a i.od
APPRVD. EQUAL) APPRVD. EQUAL) 24" BRASS NIPPLE STOP - 2.4 0.9 0.63 .o
AND FITTINGS
2"TAPPING SADDLE TEE 111 16.7 2.37 /r CONCRETE h
2"GATE VALVE 2"CORPORATION 90° 24z 2a.o 2.93 BLOCKING
NOTE: DOUBLE STRAP, 2"COMPRESSION X M.I.P.T. 12 45° 13.1 11.z 2,01 PIPE
BLOWOFFS SHALL BE INSTALLED STOP (ROCKWELL TYPE 313 COUPLING (MUELLER CAT. 2"TAPPING SADDLE -� 22-t/z° 6.7 a.1 tea
1'FROM THE END OF A MAIN. OR APPRVD. EQUAL NO. H-15425 OR APPRVD. DOUBLE STRAP, WATER MAIN n-1 a° 3.4 1s .7a
ROCKWELL TYPE 313 TEE 23a 27.3 2.73
EQUAL). ( 90. 33.6 46.0 3.37
OR APPRVD. EQUAL) 16" 45° 18.2 183 2.z9 BEARING AREA �+
22-1/2° 9.3 6.7 i.a2
11-1 4° 4.7 2.4 0.80
TEE 29.9 38.5 3.05
Frost line f I�~ ggnand WATERLINE CROSSING N.Ts. 18" 45* 22.9 25a 25� .�
STANDARD WATER PIPE BEDDING & BACKFILL 22-1/2a 11.7 9.4 60
=.r a=.r=/ - 5.9
Megolug or equir TEE 52.3 89.1 4.03 UNDISTURBED
A NO TRENCH DETAIL NITS goo 74.o ia9.8 5.00
Alternate Sernce Line Obstructon 24„ EARTH O
45° 40.0 59.] 3.55
---- - - - ---- O 22-1/2° 20.4 21.7 2.11 LENGTH =
oQ FOR THIS ZONE OF THE TRENCH SECTION, n-1/a° ia.3 z7 1.1a
w
SEE UTILITY RIGHT OF WAY PERMIT FOR MATERIAL
-- - -- ---- oair GRADE, AND DEPTH REQUIREMENTS, FOR TRENCH PIPE & CASING DETAIL
Semce Line 1 " mac' RESTORATION OF ASPHALT CONCRETE, LAWN
Obstrvction B Brass fitting % " z & LANDSCAPE, OR GRAVEL SURFACES.
INSTALL FLEXIBLE END SEAL
�oN ON EACH END OF CASING PIPE. �� O
ALTERNATE 1 04 TRENCH BACKFILL (*PSI MODEL "W" OR V
Thrust block 0 MECHANICALLY APPROVED EQUAL). J
sheet 7J Centered COMPACTED 95% IN
LIFTS NOT EXCEEDING 6".
Erating ground o BANK RUN GRAVEL UJ
o SHALL BE IN FILL ANNULAR SPACE BETWEEN
TABLE OF DIMENSIONS a PIPE ACCORDANCE WITH CASING PIPE & CARRIER PIPE N
(—)RESTRAINED MECHANICAL
A.P.W.A. SPECIFICATION WITH SLURRY OR BLOWN IN SAND. W
Obstruction OBS.RUCTlON d JOINT D.I. CARRIER PIPE
DlM (7-10.2) F W sLwEB taw OTHER SEE PLANS FOR CASING SIZE )
---- -- - -- ---- A 78' 2' ** STEEL CASING In C Q
---- - - - ---- PIPE BEDDING IN ( ) IN
AccoRDANGE WITH AND MINIMUM WALL THICKNESS AST.
A 13s GRADE B
B 10-0 I2 Alw MIN. WALL THICKNESS(**)
O lULL vrx LLW IH OO.=72 '-Q" PIPE O.D. 1'-0" ACRW.A. SPECIFICATION (***)SEE PLANS FOR CARRIER PIPE �j
MAX. MAX. (7-10.3(9)) SIZE AND CLASS RATING STAINLESS STEEL CASING SPACER W
(*PSI MODEL CPG-2 OR APPROVED EQUAL)
ALTERNATE 2 * F
Pi eline Seal and Insulator Inc.p 3 PER 18' JOINT OF PIPE, EQUALLY SPACED
STANDARD NOTES VALVES: with no pressure drop prior to making the tap. ground bury mark. The contractor shall fill all open trenches at the completion of each day's work. Z
Resilient-seated or wedge gate valves may be used for valve installations of 8 Tapping sleeves finished for size on size taps,12 inch and smaller,on gray or All hydrants shall be constructed with mechanical joint connections and Open trenches over night shall not be allowed.Trenches filled but not W
GENERAL: inch and smaller ductile iron pipe shall be JCM 432,JCM 412,Smith-Blair 662 or approved equal provisions shall be made to automatically drain the barrel in order to protect the compacted shall be re-excavated the following working day and compacted Q
Materials and construction methods shall be in conformance with the ISPWC Resilient-seated or wedge gate valves shall be used on all Fire Hydrant and Fire mechanicaljoint. unit from freezing.The barrel shall be a minimum seven(7)inches I.D.and of according to these specifications. _
STANDARD SPECIFICATIONS and IDAHO RULES FOR PUBLIC Protection Service. Tapping sleeves finished for reduced outlet taps,12 inch and smaller,on gray such length as to be suitable for installation with connections to piping. _
DRINKING WATER as prepared by Idaho State Department of Resilient-seated or wedge gate valves shall conform to AW WA C509 and shall or ductile iron pipe shall be Dresser 974 or approved equal. Minimum barrel length shall be 28-1/4".All working parts shall be removable CUTTING&PLUGGING EXISTING PIPE: V)
Environmental Quality.All references to American Water Works Association be epoxy coated on the inside. Tapping sleeves famished for taps on gray or ductile pipe larger than 12 inch through the top of the hydrant without the necessity of digging. Where shown on the plans,the contractor shall cut and plug the existing main. L�
(AW WA)specifications shall mean their latest revision.Operation of,or Butterfly valves may be used for valve installations of 6 inch and 8 inch,except shall be epoxy coated steel with stainless steel bolts and shall be approved by the All hydrants shall have the interior and exterior prepared and coated or painted The existing main,which is to be abandoned,shall have a concrete plug poured
connection to existing city water facilities shall only be performed under the for fire hydrant and fire protection installations. engineer prior to installation. per AW WA standard C502.The exterior of the baffel shall be shop painted around and in the end of the pipe to be abandoned and the part of the main
observation of authorized city personnel. Butterfly valves shall be used for all valve installations of 10 inch and larger. Bolts for all cast iron tapping sleeves shall be NSS Cotten steel or Ductile iron with safety yellow(Rodda QD813 or equal).The Star,adapter shall not be which is to remain shall have a new metal plug installed on the existing pipe,
Butterflyvalves shall conform to AW WA C504 and shall be Class 150-B with only.Tapping sleeves for size on size taps on steel pipe shall not be allowed. painted. cross,or tee,or shall be connected to the new fitting or pipe with thrust Y� PP g P PP P g PP (:D
short body. Tapping sleeves furnished for reduced outlet taps on steel pipe shall be Rockwell Tie rods in lieu of thrust blocks are not approvedjoint restraint,and will not restraint.All valve boxes on mains which are abandoned(cut and plugged) pButterfly valves shall be required to have a minimum of 28 tams to move from 622 or approved equal. Sleeves shall be epoxy coated and supplied with stainless be allowed. shall be removed and the holes shall be patched to match finished surface. ,yfully open to fully closed position.The operator shall be mounted directly on steel bolts.After a tap is made,all exposed areas ofthe pipe and sleeve shall be 'DUCTILE IRON PIPE: hTREN HEX AVATI N BEDDIN AND BA KFILL:
[he valve with no exposed or external couplings.Units shall be fully gaske[ed coated with a bitumas[ic coating. C C O G C CUTTING PIPE:All water main pipe famished shall be new ductile iron pipe coshall bng to the and grease packed.Valves shall be installed with the operator on the side of the Tapping sleeves furnished for taps on asbestos cement pipe shall be all stainless The existing road surface shall be cut in a neat line by saw cutting or wheel Cutting of all pipe and specifically asbestos cement pipe shall confomr to therequirements ofAW WA C151.Pipe sizes l2 inch and smaller shall be Claes 52
and pipe 14 inch and larger shall be Class 51,unless otherwise noted on the plans. Pipe nearest the road centerline.All valves shall be famished with an steel,or as called for on the plans or as approved by the engineer. cutter prior to removal. latest rules and regulations of the Department of Labor and Industries.
All pipe shall be furnished in 18 to 20 foot lengths and shall be cement lined. underground manual operator with an AW WA 2 inch square operating nut and Concrete blocking for tapping sleeves shall be the same as required for an equal a Trench backfill shall be according to the backfill section,shown on the plans
Per AW WA C104. shall open with a counterclockwise rotation.Famish and install an operator nut size tee. and/or the utility permit. WATER SERVICES:
All rubber gasket joints for ductile iron shall conform to the requirements of such that the depth from finish grade to the operator nut will not exceed All excess material not used for trench backfill shall be removed and disposed of Water services are to be installed by the contractor,and inspected by the city.
AWWA C111. 18 inches. TAPPING VALVES: by the contractor.
Tapping valves shall have the same construction as specified for gate valves. Placement of backfill shall be brought up at substantially the same rate on both Water meters to installed by the city when the following have been satisfied:
CAST IRON or DUCTILE IRON FITTINGS: VALVE BOXES: Inlet end of valve shall be flanged and outlet end shall be mechanical joint. sides of the pipe and care shall be taken so that the pipe is not floated or 1)Acceptance of newly installed mains and services by the Construction
All fittings shall conform to the requirements of AW WA CI 10 or C 153. Valve boxes shall be cast iron or approved equal.Valve box extensions shall Tapping valves shall be supported by an 8"x8"concrete block prior to making displaced.During construction,the contractor shall stockpile the excavated Manager including: 4--J
Fittings shall be of the size,type,type of iron,and type ofjoint as called for on be one piece and constructed of 6"ASTM D 3034 PVC pipe.Valve boxes not the tap. trench materials so as to do the least damage to adjacent lawns,grassed areas, a)Disinfection,flushing and testing of mains.
the plans.All cast iron fittings shall have a pressure rating 250 psi minimum. set in paved areas,shall be set in a concrete or asphalt pad.(24 inches square,4 Tapping sleeves and valves shall be used only when specifically called for an gardens,shrubbery,trees,or fences,regardless of the ownership of these areas. b)Submittal and approval of record drawings &a m N
All cast iron fittings require special approval by the city's engineering division inches thick) the plans. All excavated materials shall be removed from these areas,and these surfaces 2)Payment of required hookup fees and main charges.
prior to installation.All ductile iron fittings shall be cement lined. shall be left in a condition equivalent to,or better than their original condition The minimum water service size to be installed shall be 1 inch,constructed Z
All compact fittings shall be ductile iron,cement lined,and have a pressure STANDARD FIRE HYDRANT ASSEMBLY: and free from all rocks,gravel,boulders,or other foreign material.Replace of a seamless type K soft annealed copper. 'b Z a
rating of 350 psi. STANDARD AIR RELEASE VALVES: All fire hydrants shall conform to A.W.W.A.standard specifications(C-502)for topsoil areas as specified.All existing drainage ditches and culverts shall be ¢ N
All rubber gasket joints for ductile iron and gray iron fittings shall conform to Manual and\or Combination Air Release Valves are to be furnished as called for fire hydrants. reopened and graded,and original drainage restore All damaged irrigation and ABANDONING A WATER SERVICE: -
the requirements of AW WA C 111. in the plans.Valves shall be of the size indicated and shall be suitable for a All fire hydrants shall be of the latest design that the manufacturer is producing. house drainage pipe,drain tiles,sewer laterals,and culverts shall be repaired or If an existing meter is to be taken out of service,and the main is not being a Z o
All reducers 6 inch and larger shall be restrained. workingpressure of 150 s.i. All hydrants shall be 3 port with two,two and one-half 2-1/2 inch hose nozzles replaced.All clearing, ¢ n p p. y p ( )� p g grubbing,and stripping shall be performed in advance abandoned,the service shall be abandoned by fuming off the corporation stop o CD r-
All vertical elbow installations shall be engineered,and calculations submitted All Air Release Valves shall be installed at the crest of pipe runs. with national standard fire hose coupling screw thread,seven and one-half of excavation operations.All weeds,roots,trash,debris and similar objectionable at the main,followed by cutting and plugging the service just after the Z O
with plans to the city's engineering division for approval. e ¢
Valves shall be APCO No.145C or approved equal. (7-1/2)threads per inch,and one four and one(4-1/2)inch steam nozzle with materials shall be removed from excavation areas.All asphalt rubble,rocks,trash, corporation stop,and removing the meter set(yoke). co
Bolts for buried flanged fittings shall be galvanized or zinc-cadmium plated and er a
Storz quick connect fitting ore equal. r debris hall hauled away.Asphaltpavement hall n neatly saw-cut coated with 2 coats of bitumastic after installation.Bolts for mechanical joints
q g q o deb s s be u ed y sp s be e y s cu .�
STANDARD BLOWOFF ASSEMBLY: Quick connect coupling:Aluminum alloy hydrant adapters shall be 5 inch and designated limits and shall be removed and hauled away. HYDROSTATIC TESTING:
shall be NSS Cotten steel or Ductile iron only. CD
Standard blowoff assemblies are to be placed 1 foot from the end of a dead end secured to steamer nozzle if adapter is threaded on steamer nozzle.Each unit All sizes of pipe shall be tested hydrostatically as per the requirements of Z
RESTRAINED JOINT PIPE:
main,when that main will not be extended. Standard blowoff assemblies shall shall have 1/4 inch#20 thread stainless steel set screws for permanently COMPACTION OF BACKFILL: The Idaho State Department of Environmental Quality and the Idaho - m
x o m
All Restrained Joint Pipe,as called for on the plans,and shall be either TR Flex be placed at low points in the main,as indicated in the plans,to allow for main securing adapters to hydrant.Each unit will have a blind cap with plastic coated The inspector will conduct periodic testing of backfill compaction,using a Standards for Public Works Construction. in
cleaning. aircraft cable attaching it to the hydrant steamer post.Facing on the adapter nuclear densometer,at intervals of his choosing.The contractor shall provide w a
by US Pipe,LoK Ring by American Pipe,or approved equal. e Z w
shall be metal and not rubber gasketing to avert sticking during freezing weather safe trench conditions at all times for testing at any depth.Compaction control DISINFECTING WATER MAINS: b _ o
ALLOWABLE JOINT RESTRAINT SYSTEMS: STANDARD TEMPORARY CONSTRUCTION BLOWOFF ASSEMBLY: conditions.The blind cap shall fit the adapter tight enough so that it cannot be tests to determine optimum moisture content and maximum density shall be by Disinfection and bacteriological testing of water mains shall conform to the C7 w
On water main fittings and valves 12 inch in diameter and smaller mechanical Temporary construction blowoff assemblies shall be placed on the end of water removed without a spanner wrench. the following methods: requirements of AW WA C651. w z i°
joint restraining glands,Megalug brand or approved equal may be used in lieu of mains that will be extended,or connected to at a later date. All hydrant nozzle caps must be installed with gaskets. A.For non-granular materials-Method of test for compaction control of r r w M
thrust blocks.The minimum working pressure rating of restrained joint systems All hydrants shall have'O'ring seals on the operating stem,and all working parts non-granular materials(APWA Section 02320). PREVENTING REVERSE FLOW:
shall be 350 psi.Restraining gaskets may be used where thrust restraint is req'd. TAPPING SLEEVES: shall be of bronze and all'O'ring surfaces shall be rust-free material. B.For granular materials-Method of test for compaction of granular Pipelines that have not been disinfected may be connected to the existing
- on
for push-on joint(Tyson)pipe,12 inch or smaller.Restraining gaskets shall be US Tapping sleeves shall be rated at 250 psi working pressure with ANSI B 16 Class The compression hydrant operating threads shall be lubricated and shall be materials(APWA Section 02320). distribution system with a pre-tested closed in-line valve and only at points o 0
Pipe Field LoK or approved equal,and installed as per manufacturer's written 125 bolt pattern. 'O'ring sealed from water moisture and foreign matter. C.Field moisture and density of backfill material shall be determined by the approved by the Engineer.The contractor shall supply documentation from
instructions.Tie rods as joint restraint shall not be allowed. Tapping sleeves shall be pressure tested,on the pipe,at 150 psi for 15 minutes The center of the lowest port shall be at least seventeen(17)inches from the Nuclear Moisture/Density Gauge. the valve supplier certifying that the valve has been pre-tested.