20241101ASP to Staff 8 - Attachment ACM Phase 3 Engineering.pdf

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-ASPEN REEK MEADOWS - PHASE 3
00
FISH HAVEN, IDAHO
LL'GL'A,T
PROPOSED DOSING 13 14 HASEMEADOWS
/ 32 ,
SANITARY SEWER MANHOLE
SANITARY CLEANOUT • o 17 5 31 BR W `c99 81 `,, VICINITY 11�AP
L 52
SANITARY SEWER sa
STORM MANHOLE 0• OO 16 �l l 300�� 51
STORM SEWER �a 32 OPEN SPACE 79 ��;?
COMBINATION CURB INLET ® ® �� 50 53 OCD 78 77 76 �' = Sea,
CURB INLET ■ ❑ 20 Q0 29 33as F' vr uFIELD INLET—AREA DRAIN ® ❑ 2128 54 57 ^ _ '
_, .
WATERMA/N& VALVE �� 34 71
WATER METER&SERVICE r W� 48 Q 58
v� 22 27 36 T 35 55 v 70 Q ���� (! O
WATERLINE BLOWOFF r �� O _'v
FIRE HYDRANT37 B� 47 2 59 73 88 0
CONCRETE CURB —————————— 23 �26_
�� ELL OT 56 Ca 69 O 89 r^
POWER POLE • 0 38 9 60 \ 74 O!
¢ 8 U 68
BENCH MARK � O 24 39 42 90 q
25
m 46 GENTL16 75 CQ`
40 41 cYi 61 ROgD 86 w W
62 63 w co
KYNLR / OfVL�LOPL'R 43 44 45 _ _ / 64 / � 66 84 85 ENGINEER'S CERTIFICATE � �
�� l certify that I hove examined and reviewed these plans and find > CL
NORM MECHAM/RAY ELLIOT that they are in accordance with the information on file at the cU
Idaho Standards for Public Works Construction office.
GARDEN CITY, UTAH GL'NL'19L NOT�'S w
Date Engineer w
10 SOUTH BEAR LAKE BLVD. Q
All transportation and site work shall be done in accordance with the 2005 edition of the Idaho Standards for Public Works Construction (must be available onsite at all times during construction), except as noted below. If the Standards of Bear Lake County and/or Fish =
435-946-3500 Haven Area Recreational Sewer District (FHARSD), APWA, or details contained in these plans con(i/ct, the more stringent standard will oppy. =
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No work is to be commenced before all appropriate permits are obtained for the specific type of work to be performed. Please consult with this office or the loco/jurisdiction before work begins. LL
SIIL'L'T INIJLX 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. Nf INEE
�..:......_R
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
Public Works Construction Standards for additional notes.
1. COVER SHEET The Contractor shall maintain a minimum 10"horizontal and 18"vertical separation between all existing and proposed water and sewer lines. ��''•., %Q
2. OVERALL UTILITY PLAN aU3SNl� y
J. PLAN AND PROFILE All pipe bedding and backfill 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
BROWN BEAR WAY(0+00 — 11+50) request indicating that the material meets the specifications.
4. PLAN AND PROFILE
BROWN BEAR WAY(11+50 —END) All sanitary sewer lines shall be P.VC. pipe (A.S.LM. D-3034 SDR 35) with flexible pipe bedding. if required, the final 'As—built"plan shall indicate which type of pipe material was installed. All gravity sewer mainlines shall be subjected to and pass o low—pressure air test
BLACK BEAR CIRCLE and a 95Z sized mandrel
SANITARY LINE E
5. PLAN AND PROFILE 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 2'W board marked with the lateral depth. k�
OLD EPHRIAM ROAD(0+00 — 12+60)
6. PLAN AND PROFILE All catch basins, inlets and other places where wastes could be dumped into the storm sewer system shall be stenciled as follows: a
OLD EPHRIAM ROAD(7+00 —END) cs "
7 PLAN AND PROFILE 'Please protect — drains to stream" ,� Z w o
GENTLE BEN ROAD(0+00 — 12+50) z
8. PLAN AND PROFILE 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 a
KODIAK ROAD the clearance between water piping and stormwater piping are the some as water piping and sewer piping. For crossing of sanitary sewer lines, the Idaho Department of Environmental Quality criteria apply. a z o
GRIZZLEY ROAD p aLry
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9. PLAN AND PROFILE Storm lines 15"and less in diameter shall be constructed of nonreinforced concrete pipe, C14-3, helical corrugated steel or aluminum pipe, 16 gouge minimum, or corrugated polyethylene pipe (N-12), AASHTO M294. Storm mains 18 and larger in diameter shall be °b ¢ 0
SANITARY LINE A constructed of reinforced concrete pipe, C76-11, spiral rib steel or aluminum pipe, 14 gouge minimum, or corrugated polyethylene pipe (N-12), AASHTO M294. Perforated storm mains shall be constructed with a minimum of one square inch of perforations per one inch m
10. PLAN AND PROFILE diameter per lineal foot of pipe. '4 '
GENTLE BEN ROAD(8+00 —END)
11. PLAN AND PROFILE The underground utilities shown on this plan were all that hod been constructed at the time these plans were completed. Additional underground construction may hove occured before construction of this project was started. The Contractor, prior to commencing any z rn
SANITARY LINE B excavation, shall provide notice of the scheduled excavation to a//owners of underground facilities by calling 'Dig Line"or similar one—call locating service. The notice shall be given to the owners of the facilities not less than two business days or more than ten business o
GENTLE BEN CIRCLE days before excavation. w
12. PLAN AND PROFILE ° z N
SANITARY LINE C 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.
SANITARY LINE D z � —
13. OFFSITE TRANSMISSION WATER MAIN The Contractor is responsible for oil on—site erosion control. Every precaution should be taken to minimize the possibility of tracking mud and debris into the County roadway. This may require, but not be limited to, gravel construction entrances at County streets, w z
14. SANITARY SEWER DETAILS wheel—wash areas, and properly placed silt fences, hay bales, and sediment traps. 0
15. WATER SYSTEM DETAILS
16. WATER SYSTEM DETAILS It is the responsibility of the Contractor to perform all clean—up of the site and general area at the time the improvements are deemed complete. 0 o
All materials and workmanship testing requirements shall follow specific guidelines contained in the 2005 edition of the ISPWC or specific project testing as detailed in these plans. o
Contractor shall notify FHARSD 48 hours prior to inspection of completed work as they request to be present during any material and workmanship testing of off sewer lines.
The FHARSO shall be present during the preconstruction meeting, the substantial completion inspection and the final completion inspection.

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ONSTRUCTS AS TO ASSU E POS177VE NFINEE
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ALL MAN LES LOCATED OUTSIDE THE ROAD SURFA SHALL BE ONSTRUCTED TO ASSUREPOSITIVE ENGINEER _
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PH ELEV=62 4.38
PH STA 14+00.37 \
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ALL MANH LOCATED UTSIDE THE ROAD SURFAC SHALL BE C NSTRUCTED A rO ASSURE POST PE
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Rm Al MANHOLES LOCATED OUP IDE THE R04 SURFACE SHILL BE CONS UCTED AS TC ASSURE POS VE
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ALL MHOLES LO A TED OUTSIDE THE ROAD SURFACE SHALL BE CONS7PU6 FED AS TO A5 ME POSH _
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Existin 6'transmission line with isolating
Install isolating system wive system valve as described in the 0&M manual
/or Aspen Creek Estates well.
Install 6x 6"lee in existing line
Proposed 6"
transmission line
All of the telemetry wiring and
controls will be adjusted as
necessary to accomodate the
I
additional isolating valve and
transmission line to make it pow6ble /
to nil the existing tank tram either S LE 1" = 01 a
`des the existing pump,the proposed
00,y,Es pump,or both if required.
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MAIN OR SECONDARY COLLECTOR OR LOCAL ST.
ARTERIAL OIL GRAVEL
OIL GRAVEL OR ASPHALT
OR ASPHALT CONCRETE SURFACE FQF
CONCRETE SURFACE
STANDARD PLAN FOR ANCHOR WALLS PIPE BEDDING DETAILS (RIGID PIPE) TYPICAL TRENCH SECTIONS: SACKFILL BEDDING & SURFACING SERVICE LATERAL CONNECTIONS Of w 4 Lu
S- 1.4 w
CL
LANE INTERNATIONAL CORPORATION
POLYPROPYLENE MANHOLE SAFETY
STEP P-14850 WITH REFLECTORS. --------------- z
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- 71, z NOTES: LLj
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8 ALL STEPS MUST MEET ASTM C-478—T—T auo c
NOTES. c
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i. A ()D of 112-GRADE 6 DEFORMED REINFORCING I
SHALL CONFORM BAR I ASTA4-A--0615. I I I I LL
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AND AASHTO U-199 SPECIFICATIONS,
,A. AND"""S MANHOLE RINGS P01YPP0PYlFNF A��TM n-4104 THE PLAN
_T ID ASCWV" w 13'
C-478 WITH CAST
IN STEPS.
2. IN OVER EXCAVATED AREAS Ic
PROVIDE SUPPORT FOR ME INSTALLATION METHOD MUST RESIST I MASTIC WISH SURFACE OF JOINT WITH
W
PIPE AS FOL 1,500 LB HORIZONTAL PULL OUT FORCE FINISH TIGHT GROUT(TYPICAL
ENGINEER
314��VINUSLOWS. PLACE c STRIKE EVEN WITH WALL.
CRUSHED ROCK qt0AND 500 LB VERTICAL LOAD. c ALL dOINTS) S
UNDISTURBEDOVER GROUND
IN 6"LAYERS AND COMPACT n,
PLAN "mT USING HAND TAMPER STANDARD
3 BASE CONCRETE SHALL OF n (10'Al'1!
s
3000 PSI,2-4 IN SLUMP N 1-3/8' 314-X 114 OVAL
FLOW ON D INSIDE SUR- KEYTOCK
'A' "2'Al T_W REFLECTOR (TYP.
SMOOTH&UNIFORM AT TIME W F A
OF POUR MANHOLE B4SE 3
FWS4 TO 8 ABOVE BARREL OF MAIN ' g sTic
naM In
SEWER. CHANNELS SHALL (2 R—)
A—Y T�-ER CLEAN ALL
INSTALLGRADE —TO
ELEVATION OF SPRINGLINE OF PIPE MANN LE WALL JOINT AREAS
MANN
AND PLA
GASKET
CA I—--&fON- END TO END
OLITHIC MANHOLE MAY BE SUB- o CO E NEAT HOLE FLEXIBLE CONNECTOR
STITUTED WITH SPECInC H Z, IN MANHOLE
SECTION A-A CAST IN PLACE BASE APPROVAL OF THE EN— 12-GRADE 60 STEEL Kobo,d Omni
G ­SHALL HE—TRUC REINFORCING BAR SEWER CORRECT MASTIC
TONGUE& GROOVE
SO AS TO BE WATERTIGHT LOCKING PIPE
SEAL ALL MANHOLE JOINTS PLACEMENT
A WITH-SHIELD SEAL WRAP"EXTERIOR r�6. IN MANHOLE z
CONSTRUCT CHANNEL
SEAL SYSTEM OR 0 L z
2-112- z
MANHOLES UNDER 6'0"IN <
DEPTH FROM TO SHELF 0 3 c�
S LIEU OF CONE PIPE CLAMP EL z
SHALL H4VF A TOP SLAB IN
CLEAN ALL
JOINT L"�D AR
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IN,To END
.Rll B. VACUUM TESTING OF MANHOLES NOTES.
WILL BE REQUIRED 1. SEA THE MANHOLE JOINTS AND z 0
RUBS GA JOINT
(b
9. I—--REQUIRED THE MANHOLE FRAME WITH <
INFI-S I
IN EASEMENTS,OR AT 0
THE DISCRETION OF THE D `SEAL WRAP"
"I,, NOTES:CITY I EXTERNAL SEAL SYSTEM.
12.
1. CONNECTIONS TO MANHOLE SHALL BE MADE WITH AN
z
/A APPROVED EXPANSION TYPE RUBBER BOOT, KOR-N-SEAL (F) OR RUBBER JOINT GASKET SHALL BE FIVE STAR.SIKA 21Z
GR01/r FOR SEALING./DINTS
EUCO N-5,OR APPROVED
WATERTIGHT 011 NON-SHRINK GROUT. STANDARD
A SE4LTITE @, (NO FLEX JOINT REQUIRED), FOR ALL PIPES UP TO 18".
LARGER PIPES WILL BE HANDLED ON A CASE-BY-CASE BASIS. GROUT WILL NOT BE ACCEPTED. Lu
VeM_II'NINN' MANHOLE JOINTS
SEE DETAIL, TO r-1 z
(9 �A 0
LEFT FOR STEP 4 2.CORE NFAT HOIF IN MANHOIF AND INSTALL BOOT AS REQUIRED - cc
PER MANUFACTURER'S SPECIFICATIONS z
REINFORCING BAR ELEVATION J.STUB-OUTS INSTALLED FOR FUTURE EXTENSIONS ARE TO BE w z
PLUGGED AT BOTH ENDS. w
o
MANHOLE STEP DETAILS MANHOLE CONNECTION DETAILS MANHOLE JOINT DETAILS 1�!!4 — uj
STANDARD PRECAST MANHOLE STANDARD MANHOLE FRAMES & COVERS
S-2_3 S-2,4 5-2.9
S-2. 7 S-2.2

0 0
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" wm`
COUPLINGS (BOTH SIDES OF VALVE) ONF PIFCF CONCRETE METER BOX INSTALL METER BOX E g
OPERATING NUT �n
& VALVE BOX (MUELLER CAT. NO. H15428 W/HINGED READER LID. 10' BEHIND PROPERTY LINE
OR APPRVD. EQUAL) METER BOX & LID, 3 PIECE BALL ANGLE METER VALVE ' 2
BROOKS 37-H4,
2"" 90°COMPRESSION ELBO 2" 90°COMPRESSION ELBOW CHRISTY, OR W/DROP IN C.I. READER (BOTH SIDES)
2"TYPE K FINISHED STREET GRADE
(MUELLER CAT. NO. H-15526 (MUELLER CAT. NO. H-15526 PACIFIC WATER WORKS �' LID. 8"TOP SECTION, 10"
COPPER INSTALL METER BOX
OR APPRVD. EQUAL) OR APPRVD. EQUAL) BOTTOM SECTION
❑ BROOKS 65 SI BEHIND CURB OR
VALVES ARE TO BE FLG x MJ W/MECH. JNT. SIDEWALK
RESTRAINT ON M.J. SIDE & 2"OP. NUT BUTTERFLY OR GATE 6" °o.'. FINISHED STREET
VALVE AS DETERMINED z 18-22"" Min. :'000, S// CURB GRADE
BY SIZE OF SERVICE a oo 10" o°. .
FLOW 16"MIN. W/VALVE BOX pp0 Max. ooC
16'I M rill; T S �oa o., m� _ + J °��oo, �,
❑ O _ \�I-l pi+ ���❑ on°o°000 °.°o°o°On°u
6" MIN. 6." IN. (5/8 -) .h
T� \IN. FILL MATERIAL MAY 15"" 1" SEAMLESS TYPE K METER
DUCTILE I DUCTILE w BE USED IN METER SOFT ANNEALED COPPER 30" MIN.
IRON BOX ZONE TO OPTION2
IRON CITY SUPPLIED CENTER LID a PREVENT SETTLING
REDUCING TEE OVER DIALS AND INFILL. o BRASS NIPPLES
AND FITTINGS
NEPTUNE STRAINER REO'D. REDUCING COMPANION
PROPERTY OR FOR TRU/FLO METERS FLANGE W/,Cp MPRESSION X CONCRETE DUAL PURPOSE NUT
EASEMENT LINE / C !N� BLOCKING /
(TYPICAL EACH SIDE) 5° TO 60° OPTION 1-�
(MLIELLFR rAT. NO. H-1542g t
2 SPRING ASSISTED METER SETTER - 1"" COPPER METER SETTER TO BE 2"COPPER TUBING 0° - 10'
DIAMOND PLATES OR APPRVD. EQUAL) 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. N0. 82422-2
DUAL PURPOSE F.I.P.T. OUTLET, 15" HIGH. NIPPLE ITEM 660-999 OR APPROVED
�\ 1"-FORD-V7415W W/CAP EQUAL CORPORATION STOP 0
MUELLER-H1404 1" CORPORATION STOP, COMPRESSION AWWA INLET X I.P. WATER MAIN IE
OR APPROVED EQUAL X MUELLER THREAD, CORPORATION TO METER LAYING LENGTHS: OUTLET
LADDCK TO 12 MIN. ( ) BE BEDDED IN SAND. 1-1/2" = 13" JONES J-45 SERVICE SADDLE
DED 24" MAX. TAP MUELLER (TAPERED) THREADS W/ 2"" = 17" DOUBLE STRAP,
EPTH B-100 OR B-101 TAPPING MACHINE. PLUS 1/2" FOR GASKETS (ROCKWELL TYPE 313
MINIMUM BIT SIZE IS 15/16" FOR 1" OR APPRVD. EQUAL)SADDLE (SADDLE SMITH-BLAIR 311, OR
APPROVED EQUAL).DUCTILE IRON MAINS 6"" & LARGER MAY NOTES:METER BY-PASS BY-PASS BE TAPPED DIRECT. W
SIZE LINE SIZE MATERIAL 1"-FORD-CO4-44 1. PRIOR TO INSTALLATION OF METERS, ALL SERVICE APPLICATIONS
3 2 MIN. COPPER NOTES: MUST BE COMPLETED AND APPROVED, SERVICE FEES PAID IN FULL
4 2 MIN. COPPER MUELLER-H15071
**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 2. CONTRACTOR SHALL CONTACT CITY CONSTRUCTION MANAGERS OFFICE 48 HRS. W
AND AS BUILTS SUBMITTED AND APPROVED. PRIOR TO INSTALLING ANY WATER SERVICE CONNECTIONS. ~ Q
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. CL
#575-LA-3660P #76632
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 STRAIGHTALLOWED
WITHIN IN 1OUT 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(°"x 10=60"or 5')) FOR MIN. CLEARANCES. [� W
5. DURING THE PRESSURE TEST, THE MAIN SHALL BE OPEN TO INSPECTION AT ALL CORPORATIONS. ".j >
*DRAIN KNOCKOUT TO REMAIN INTACT _
FOR FUTURE USE IF VAULT
EXPERIENCES FLOODING. STANDARD FIRE HYDRANT ASSEMBLY
N.T.S. (n
LL
FIRE HYDRANTS SHALL BE SHOP PAINTED PRIOR TO
INSTALLATION WITH SAFETY YELLOW (RODDA NO. QD813)
HIGH GLOSS EQUIPMENT ENAMEL.
3' MIN. NGINEE
CLEAR
3 PORT F.H.'S W/ 5 1/4" MAIN VALVE \,�• R p COMBINATION AIR RELEASE VALVE OPENING. STEAMER PORT SHALL BE EQUIPPED =Q;�` m"' •'•ti
/4"STL.RING STANDARD VALVE BOX AND COVER No. 921 —C RADIUS WITH AN APPROVED QUICK CONNECT
FOR COVER AROUND
N.T.S. BEARING N.T.S. COUPLING (STORZ ADAPTER), PORT TO FACE STREET
1"VENT PIPE HYDRANT d
_i/4" PLASTIC COATED
SOLDER 2-BRASS 90'ELBOWS
AIRCRAFT CABLE
BRASS FITTING WITH W/NIPPLE OR STREET RAISED LETTER 7" MAX. VALVE BOX
SOLDERED SCREEN ON ELBOWS LID AND 1/4" X 4" ISTANCE TO BE 24"MIN,
3SN7O1
SOLDER SOCKET END AS SHOWN ON PLANS v ROD STOCK FINISHED 2" MIN. OR 30"MAX BEHIND
&STAKED IN FIELD °�v, TO BE CAST INTEGRALLY - GRADE CURB OR SIDEWALK CURB FACE FINISHED GRADE
1•%24"BRASS NIPPLE (NOT WELDED) CONCRETE B ASPHALT PAD J_ BREAK FLANGE
SALEM IRON WORKS COVER I A'e FOR VALVE BOXES NOT SET �
NO.-974 OR APPRVD. EQUAL IN PAVED AREAS.
W/4 1/2"VENT HOLES ON CHANNEL DEPTH (24" SQUARE, 4" THICK) J. SHOE III
VALVE BOX V-5"CIRCLE 7 3 4" 3/4" TO 1" DEEP CONCRETE THRUST ���{{
W/0 LID 2"NIPPLE 1 1/4" CONCRETE THRUST �1
GROUT IN PIPE 2•XI"REDUCER r�-� 24 BLOCK (SEE NOTE) BLOCK (SEE NOTE)
/ 1"BRASS 90'ELBOW NOTES: (M D.I. PIPE
1"COMPRESSION XJ -- ~ OR STREET ELBOW -f / (MIN.)
SLOPE
RI.P.T.COUPLING MIN. 1"I.P.T.%COMPRESSION
24"T&G iR 6"ASTMIONS SHALL BE
D 3034 PVC PIPE \ O�O Z v
(MUELLER CAT. H-15451 FITTING + •a '� �\
OR APPRVD. EQUAL) CONC. PIPE `9 •. .� e' l • - j% a Z o 0(ONE PIECE) \\
2-BRASS 90' ELBOWS OR 2"COMBINATION AIR RELEASE VALVE "',; a
MANHOLE (4) 1" APCO NO 145-C OR APPRVD.EQUAL .I �\ o 00 0 cv
W/NIPPLE WEEP ( ) / 000 o / / //O O � wJ cV
6" HOLES 2"x 4"BRASS NIPPLE 000 o 0So oo�j\ /•j -
( •) 2"GATE VALVE 1-COMPRESSION /\-o DODO°000 ooppO//� \/
�y a Z o
O p 0 0 p0 4�• 90' ELBOWS ;\\ 000 o 0 00`\
° 8peO0 (MUELLER CAT. �\ o0 0 0 00 000�j� ° Z O
2"DRAIN ROCK N0. 15526 \\ \\'\�\\�� Q
� QQ OR BRASS FITTINGS " ' ���\/�\/\\/�\/\\/ 6" M.J.x FL RESILIENT M.J.x SIDE FLANGE TEE
XO °• ° p p n.4 aaX AND NIPPLES) 12.. e'•` PLASTIC OR TAR PAPER SEAT GATE VALVE
X 2"TYPE K
9 1 2" °J .•,a. . DRAIN ROCK - 1-1/2""-0" (D
COPPER TUBING
�� 1/2 C.Y. MIN. Z m
CONCRETE BASE o° «-SLOPE 1%MIN.
2•X 24• 2"MUELLER CORP STOP 7( 1 NOTE., w cal
BRASS NIPPLE 2"X 24" (H-10046 OR EQUAL) $ _ r 4 e r 1 Z N
BRASS NIPPLE IN LIEU OF CONCRETE THRUST BLOCK - ¢
2"BRASS 2"TAPPING ° to ALLOWABLE JOINT RESTRAINT SYSTEMS qF� C7 w
90'ELBOW 2"I.P.T.X SADDLE
Ll V Z I.-
COMPRESSION N FITTING � (SEE STANDARD NOTE ON SHT 2) w Z
MAY BE USED FOR INSTALLATIONS OF w a
6 3/4" NOT MORE THAN 18'(ONE PIPE LENGTH). O `�
IL 7 1 2" �j O o

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STANDARD BLOWOFF ASSEMBLY N.T.S. SOIL BEARING 2000LB/ STANDARD THRUST BLOCK
EXIST'G. GROUND STANDARD MANUAL AIR RELEASE VALVE N.T.S. _ 4 NOTES: N.T.S.
V MAX.
EXIST'G. GROUND �3'-0" MAX. �a 1. All blocking shall be poured against firm o
in undisturbed soil.
6" MIN. 2" COMPRESSION X M.I.PT. >Z��'r. TEE 2.3 ,o.EV o.es 2. When pouring against plugs and blind flanges, g h C C
12" MAX. COUPLING (MUELLER CAT. 6" MIN. 4" 90° 3.2 1.4 1.06 see special provisions.
N0. H-15428 OR APPRVD. 12" MAX. 45° 1.7 0.5 0.73 3. Layout to be approved by the inspector prior a
GALV. OR BRASS VALVE-�� 22-t/2° 0s o.z a.46
VALVE EQUAL) to and after concrete pour.
COUPLING W/2" OPTION2 GALV. OR BRASS �� BOX
BOX Tee 4.7 40 1.24 4. All concrete blocking shall be poured in place
BRASS BLUG BRASS NIPPLES COUPLING W/2" f(TYP.) 1 s�
(TYp.) 6�� 9a° e-s a.0 -- without direct contact to the pipe or fittings.
HAND TIGHT ONLY AND FITTINGS BRASS PLUG 2"GATE VALE as° 3.6 06 1.os
HAND TIGHT ONLY 22-t/2e to os 0.66 Protective material i51b felt or as required by
2"GALV. PIPE 4.9- 9.2 0.39 the City shall be placed between the concrete
TFF as s and pipe or fitting.
OR BRASS NIPPLE 2" GALV. PIPE so° i1.a 9.o 2.o0
OR BRASS NIPPLE 8 45° s.2 3.6 1.37 5. Concrete for all blocking shall have a 28-day
+ 22-t/2° 3T 1.3 0.87 minimum compressive strength of 2,300 p.s.i.
BRASS FITTINGS rt-t 4° 1s o9 200 6. This chart is not applicable to vertivaI bends.
2" 90' COMPRESSION- 2"GALV. PIPE OPTION 2" 90' COMPRESSION TEE 12.1 a, r11 pP�
ELBOW (MUELLER CAT. OR 2" X 18"OR 2"TYPE K ELBOW (MUELLER CAT. 2" GALV. PIPE 2' TYPE K AND NIPPLES 90° 171 167 2.4s Location specific design is required for such
WATER MAIN COPPER TUBING 10' 45° 9.3 s.s t.ss
N0. H-15526 OR COPPER TUBING NO. H-15526 OR OR 2"X 18"OR 2"CORPORATION �z installations. y
24" BRASS NIPPLE OR BRASS NIPPLES -1/2° t.7 sa 1.08
APPRVD. EQUAL) APPRVD. EQUAL) 24" BRASS NIPPLE STOP 1 1-. ° 2_4 0.9 0.63 .o
AND FITTINGS 'TEE 171 167 z37 /� CONCRETE h
2" GATE VALVE 2" CORPORATION 2"TAPPING SADDLE 9n z4.1 BLOCKING ¢,
NOTE: STOP DOUBLE STRAP, 2"COMPRESSION X M.LP.T. 12" as° 13T tt2 zbl PIPE
BLOWOFFS SHALL BE INSTALLED (ROCKWELL TYPE 313 COUPLING (MUELLER CAT. 2"TAPPING SADDLE -4­ 22-1/2° 6.7 4.1 1.2a
NO. H-15428 OR APPRVD. DOUBLE , WATER MAIN 11-t 4° 3.4 1.5 0.74
1'FROM THE END OFA MAIN. OR APPRVD. EQUAL) TEE 11. 27.3
EQUAL). (ROCKWELL TYPE 313 90° 33a 46.0 3.37
OR APPRVD. EQUAL) 16" as° 18.3 6.7 1.4z 18.3 2.z 2 s BEARING AREA - �+
- 9.
d7 1.4 asn an
TEE 29.9 38.5 3.05
Existing ground 9a° 42.2 64.7 3.79
frost fine+ 12' WATERLINE CROSSING N.T.S. ig" as° 2.9 25.E 2.57
_ _ _ _ _ = STANDARD WATER PIPE BEDDING & BACKFILL 22-1/2° 11.7 9.4 1.60
Me alu or ui 5.9
tyP�. TEE ° S2.3 89.1 4,03 UNDISTURBED
ob:naaban TRENCH DETAIL NTS 9a° 74.0 14o E z no EARTH
Alternate service Line 24' 45° 40.0 59.7 3.55 X O
---- O zz-1/2a 20.a z77 118 LENGTH =
mow -FOR THIS ZONE OF THE TRENCH SECTION, 1t-1/a 1a.3 7.7 1.19 Q
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SEE UTILITY RIGHT OF WAY PERMIT FOR MATERIAL pp..-- - -- ---- GRADE, AND DEPTH REQUIREMENTS, FOR TRENCHPIPE CJL CASING DETAIL
Servic E. RESTORATION OF ASPHALT CONCRETE, LAWN
obstruction B Brass fitting z c, & LANDSCAPE, OR GRAVEL SURFACES.
�e C, INSTALL FLEXIBLE END SEAL
ALTERNATE 1 ° a.z ON EACH END OF CASING PIPE. O
MOLL TRENCH BACKFILL (*PSI MODEL "W" OR C�
7hmst block Cenrered �o MECHANICALLY APPROVED EQUAL). J �l
(see sheet 7) COMPACTED 95% IN Q �"
LIFTS NOT EXCEEDING 6". L_
Existing ground In BANK RUN GRAVEL W
o SHALL BE IN FILL ANNULAR SPACE BETWEEN
TABLE Of DIMENSIONS PIPE ACCORDANCE WITH CASING PIPE & CARRIER PIPE
a (***)RESTRAINED MECHANICAL
A.P.W.A. SPECIFICATION WITH SLURRY OR BLOWN IN SAND. W W
Obstruction OB57RUCRON a (7-102) JOINT D.I. CARRIER PIPE LU
--- ---- 4 sEwE�NMaN OrrIER SEE PLANS FOR CASING SIZE (**) W
---_ - ---- ** STEEL CASING 1--
DIM
a 1n-n F PIPE BEDDING IN ( )
ACCORDANCE WITH AND MINIMUM WALL THICKNESS ASTM A LT GRADE B
C l8' 12"MIN '0" PIPEM1O.D. 1'-0" A.P.W.A. SPECIFICATION MIN. WALL THICKNESS(**)
D NLC PIPE LENGTH o.B.=12 (***)SEE PLANS FOR CARRIER PIPE
MAX. MAX. (7-10.3(9)) SIZE AND CLASS RATING STAINLE CL
SS STEEL CASING SPACER
(*PSI MODEL CPG-2 OR APPROVED EQUAL)
ALTERNATE 2 F
*Pipeline 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 famished 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 P P PP 9 P Y P P g S Y P 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 mechanical joint. 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 famished 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: (C
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. IL
(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 barrel 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 Storz adapter shall not be which is to remain shall have a new metal plug installed on the existing pipe,
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Butterfly valves 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 �..........
short body. Tapping sleeves famished for reduced outlet taps on steel pipe shall be Rockwell Tie rods in lieu of thrust blocks are not approved joint restraint,and will not restraint.All valve boxes on mains which are abandoned(cut and plugged)
Butterfly valves shall be required to have a minimum of 28 turns 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. <n;
fully open to fully closed position.The operator shall be mounted directly on steel bolts.After a tap is made,all exposed areas of the pipe and sleeve shall be
DUCTILE IRON PIPE: the valve with no exposed or external couplings.li Units shall a lunas l be fully gasketed coated with bittic coating. TRENCH EXCAVATION.BEDDING AND BACKFILL: CUTTING PIPE: o'..
All water main pipe finished shall be new ductile iron pipe conforming to the d'•., z :•`Q
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 conform to the
requirements AW WA 1 Pipe sizes 12 inch and smaller shall be Class 52 03SN 13\1
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 famished 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 C 104. shall open with a counterclockwise rotation.Furnish and install an operator nut size tee. and/or the utility permit. WATER SERVICES:
All mbber 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.
AW WA 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 Cl 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: Omni
Fittings shall be of the size,type,type of iron,and type of joint 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 w
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. C7 ca
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
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. ° 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 � Z a
All robber gasket joints for ductile iron and gray iron fittings shall conform to Manual and\or Combination Air Release Valves are to be famished as called for fire hydrants. reopened and graded,and original drainage restore All damaged irrigation and ABANDONING A WATER SERVICE: _3 - w
the requirements of AW WA C111. 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 m e,drain tiles,sewer laterals,and culverts shall be repaired or Him existing meter is to be taken out of service,and the main is not being �J a Z o
All reducers 6 inch and larger shall be restrained. P Y P gpipe, P g g �y a n
working pressure of 150 ps.i. All hydrants shall be 3 port with two,two and one-half(2-1/2)inch hose nozzles replaced.All clearing,grabbing,and stripping shall be performed in advance abandoned,the service shall be abandoned by turning off the corporation stop I. (D �
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 steamer nozzle with materials shall be removed from excavation areas.All asphalt rabble,rocks,trash, corporation stop,and removing the meter set(yoke). M
Bolts for buried flanged fittings shall be galvanized or zinc-cadmium plated and e� v
Storz quick connect fitting ore equal. or debris shall be hauled away.Asphalt pavement shall be neatly saw-cut at
coated with 2 coats of bitumastic after installation.Bolts for mechanical joints q g q Y P P Y
STANDARD BLOWOFF ASSEMBLY: Quick correct coupling:Aluminum alloy hydrant adapters shall be 5 inch and designated limits and shall be removed and hauled away. HYDROSTATIC TESTING:
shall be NSS Corten steel or Ductile iron only.
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 Z
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 -
RESTRAINED JOINT PIPE: LU o 0
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. w
by US Pipe,LoK Ring by American Pipe,or approved equal.
cleaning. aircraft cable attaching it to the hydrant steamer post.Facing on the adapter nuclear demometer,at intervals of his choosing.The contractor shall provide w "m
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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: Fy Z * N
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 N
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 w e�
All hydrants shall have'O'rin seals on the operating stem,and all working arts non- anular materials APWA Section 02320 PREVENTING REVERSE FLOW:
thirst blocks.The minimum working pressure rating of restrained joint systems Y 8 P g B P gr' ( )� - U
shall be 350 psi.Restraining gaskets may be used where thirst 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 > mil
for push-on joint(Tyton)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 U o
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 co
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.