20241101ASP to Staff 8 - Attachment ACM Phase 6 improvement plans 3.pdf

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ASPEN REEK MEADOWS - PHASE 6 _S� "
FISH HAVEN, IDAHO s
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PROPOSED EXISTING 14 rwSE i�ows 62
SANITARY SEWER MANHOLE Q N BEgR p 81 \` �i VICINITY r�lAP
SANITARY CLEANOUT • 0 15 31 52 9 '\,
SANITARY SEWER -IA
STORM MANHOLE / 30op1�5� 51 80 ' y
STORM SEWER 79 7 '--- s� �tsya 32 ---� 78
COMBINATION CURB INLET ® ® �pP Q -- 50 53 O�0 \ 77176
CURB INLET ■ ❑ Q� \ 33 ��y\ /'49EPy9/gajyog0
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FIELD INLET AREA GRAIN ® ❑ P8 54 �57
WATERMAIN& VALVE 48 �O/ �� 71 k-
i��WATER METER&SERVICE 36 355558 `WATERLINE BL0WOFF � 70O
FIRE HYDRANT 37 BF % 47 % 59 900
CONCRETE CURB n 56 C9� 69 ,�POWER POLE ♦ o 38 _ 60 BENCH MARK 39 / 4 __ _ ( 68 89
46 / 1 (iE`E l 40 41v -- 614DD88w62 43 , 63 / w LU
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O�YN�R 1>L'U�LOPL'R \f44 \1 65 i ss ENGINEER'S CERTIFICATE C` �
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certify that l hove examined and reviewed these plans and find O CL
BART McKINNON / that they are in accordance with the information on file at the U
Idaho Standards for Public Works Construction office.
71 OLD EPHRIAM ROAD C'NL'1?,1L NOTES w
Date Engineer w
FISH HAVEN, IDAHO Q
All transportation and site work shall be done in accordance with the 2020 edition of the Idaho Standards for Public Works Construction (must be available onsite at oil times during construction), except as noted below. if the Standards of Bear Lake County and/or Fish =
435-757-2209 Haven Area Recreational Sewer District (FHARSD), APW,4, or details contained in these plans confilct, the more stringent standard will apply =
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 local jurisdiction before work begins.
SIIL'L'T INI�LX All constructrbn 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. NGINEEq
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 Standords for o�P
Public Works Construction Standards for additional notes. N
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1. COVER SHEET The Contractor shall maintain a minimum 10'horizontal and 18"vertical separation between all existing and proposed water and sewer lines. may.., :2 %Q
2. OVERALL UTILITY PLAN 6�ESN3�
3 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
GENTLE BEN ROAD(0,100 - 12+50) request indicating that the material meets the specifications.
4. SANITARY SEWER DETAILS
5. WATER SYSTEM DETAILS All sanitary sewer lines shall be P.V.C. pipe (A.S.TM. D-3034 SDI?35) with flexible pipe bedding. l(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 a low-pressure air test
6. WATER SYSTEM DETAILS and a 95%sized mandrel
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 ore installed. The Contractor shall mark the end of each lateral with wire and a 2 x4"board marked with the lateral depth. 1� a
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All catch basins, inlets and other places where wastes could be dumped into the storm sewer system shall be stenciled as follows: v
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'Please protect — drains to stream" Z
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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 stormwoter to be non potable, therefore � z
the clearance between water piping and stormwoter piping are the some as water piping and sewer piping. For crossing of sanitary sewer lines, the Idaho Department of Environmental Duality criteria apply. a w
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Storm lines 15"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), AASHrO M294. Storm mains 18"and larger in diameter shall be Z j
constructed of reinforced concrete pipe, C76-11, spiral rib steel or aluminum pipe, 14 gauge minimum, or corrugated polyethylene pipe (N-12), AASHTO M294. Perforated storm mains shall be constructed with o minimum of one square inch of perforations per one inch
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diameter per lineal foot of pipe. .4 a
The underground utilities shown on this plan were oil 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 any z O
excavation, shall provide notice of the scheduled excavation to all 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
days before excavation. w v
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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. 3
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The Contractor is responsible for all 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 v
wheel-wash areas, and properly placed silt fences, hay bales, and sediment traps. x
/t 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. v p
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. � v
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 all sewer lines.
The FHARSD shall be present during the preconstruction meeting, the substantial completion inspection and the final completion inspection.

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SCALE 1' = 100'
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10' 18' 24 18 10' y a
$� m s•- P.U.E. 4' 4' 2' 10' 70' 2' 4' 4' P.U.E.
10' 8"Ditch Shldr Shldr 8"Ditch 10' C7 vw
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`_ 12""Granular subbase 12 6'Road base per County std. 12„ 12"Granular subbase z m
6090 6090 14"Granular subbase per County std.
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8'6ut(Nf) y" e so 6 GRANULAR SUBBASE ROAD BASE Go
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Sieve size 7 Passing Sieve size 7 Passingw v
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gip] 3"' 98-100 3q" 90-100 > j
2" 75-100 14 45-60 30-50 —
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13 00 14 00 15 00 16 00 1/ 00 1 p 00 I' 00 Road base material shall be constructed in one
O 0 Subbase material shall be constructed in layers or more layers to develop the compacted depth.
f San.M.N. J not to exceed 8"in thickness and shall be Material shall be mechanically compacted by
q I, 0 Sto.8+J7 compacted using mechanical methods to at least rolling to 957 o/the A4SHTO T-99 Proctor
1G 0fi 957 of the A4SHTO T-99 Proctor density, density.

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ARTERIAL OIL GRAVEL _j
OIL GRAVEL OR ASPHALT CONCRETE SURFACE
OR ASPHALT FACE CONCRETE SURFACE Ld
STANDARD PLAN FOR ANCHOR WALLS PIPE BEDDING DETAILS (RIGID FIFE) TYPICAL TRENCH SECTIONS BACKFILL BEDDING & SURFACING SERVICE LATERAL CONNECTIONS
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LANE INTERNATIONAL CORPORATION <
POLYPROPYLENE MANHOLE SAFETY
STEP P-14850 WITH REFLECTORS. --------------
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NOTES. 199 SPECIFICATIONS, I AND AASHTO M c
POLYPROPYLENE -4104, THE OL OPYLENE ASTM D
712"GRADE 60 DEFORMED REINFORCING o cf)
To ASTM C-4 WITH CAST BAR ASTM-A--615. PLAN c
+ � AND CONES SHALL CONFORM U"� LL
IN STEPS 14' 13, c
2. 11 0——AREAS i INSTALLATION METHOD MUST RESIST
OD�E Slrl%Rl ED THE c MASTIC IINISH IURFA 01 JOINT WITH
�PIO FOR c W
CEI LALTEjRoINGHT GROUT.(TYPICAL GINI
lul 1,500 LB HORIZONTAL PULL OUT FORCE c A JOINTS) STRIKE EVEN WITH WALL.
—Ro_ 'G AND 500 LB VERTICAL LOAD. c
lOkPACF A. �`112-
OVER UNDISTURBED GROUND n,
PLAN USING HAND TAMPER STANDARD
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3. BASE CONCRETE SHALL BE
3G00 carves
1,2-4 IN UHmP, 3/4X 114 OVAL
FL W LINES AND—5UR-
FACES SHALL BE TR­ REFLECTOR (7 YP. 2) KEYLOCK
—1. AT TIME N3�\
AL—mmrs OF OUR. MANHOLE BASE
WGI MAY BE MONOLITHICALLY CAST MASTIC
-I I I-A-1 RA—11 WIN
SEWER. CHANNELS SHALL
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CONFORM ACCURATELY ToSEWER 2
GRADE #HHL S',CUE'TO
CLEAN A
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ELEVATION OF SPRNGLINE OF PIPE MANHOLE WALL ANT PLACE
GASKET
ASKE
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, I MAY BE CORE NEAT HOT FLEXIBLE CONNECTOR
SPTUTED WITH SPECIFC IN MANHOLE
SECTION A-A CAST IN PLACE BASE APPROVALOF THE 112"GRADE 60 STEEL
—SHALL HE REINFORCING BAR K-b-d SEWER TONGUE& GROOVE CORRECT MASTIC
50 AS TO BE AMTERTIGHT
LOCKING PIPE
SEA ALL MANHOLE JOINTS PLACEMENT
AND FRAME WITH INE-SHIELD z
SYSTEM OR OCTAL 718" Q CONSTRUCT CHANNEL z U
Rk: IN MANHOLE s Q
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< 3 DEPTH FROM I TO SHELF PIPE CLAMP
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JOINT VACUUMTESRNG OF MANHOLES
WbL��?ek'GASKET WILL BE REQUIRED
1. SEAL THE MANHOLE JOINTS AND z >
THE MANHOLE FRAME WITH
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IN EASEMENTS OR AT INFI-SHIELD"SEAT WRAP"
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EXTERNAL SEAL SYSTEM.
NO TES:
12' CONNECTIONS TO MANHOLE SHALL BE MADE WITH AN
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APPROVED EXPANSION TYPE RUBBER BOOT, KOR-N-SE4 2. GROUT FOR SEA ING JOINTS L (R) OR RUBBER JOINT GASKET SHALL BE FIVE STAR.SIKA 212,
JOINT Lu
LARGER PIPES WILL BE HANDLED ON A CASE-BY-CASE BASIS MANHOLE JOINTS GNRo0NUT`HRLlNK NOT CBET ACCEPTED.RD Lu
P i- FUCO N-5, OR APPROVED
WATERTIGHT SEALTITE (g), (NO FLEX JOINT REQUIRED), FOR ALL PIPE UP TO 18-
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SEE DETAIL TO 2.CORE NEAT HOLE IN MANHOLE AND INSTALL BOOT AS REQUIRED Go
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LEFT FOR STEP PER MANUFACTURER'S SPECIFICATIONS z
REINFORCING BAR ELEVATION J.STUB-OUTS INSTALLED FOR FUTURE EXTENSIONS ARE TO BE
PLUGGED AT BOTH ENDS.
MANHOLE STEP DETAILS MANHOLE CONNECTION DETAILS MANHOLE _/0/NT DETAILS
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STANDARD PRECAST MANHOLE STANDARD MANHOLE FRAMES & COVERS
S-2.3 5-2.4 S-2.9 0 co
S-2. 1 S-2.2

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STANDARD WATER SERVICE — 3/4" PRV STATION VAULT AND PLUMBING
N.T.S.
ONE PIECE CONCRETE METER BOX INSTALL MFTFR BOX ti ti
W/HINGED READER LID. 10' BEHIND PROPERTY LINE 16
BROOKS 37-H4, 2 ti o
CHRISTY, OR I4'-m e Rrv.)" " PRV STATION PLUMBING LEGEND z y
PACIFIC WATER WORKS +I FINISHED STREET GRADE 7 g
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6" Q O ' O a �� PIPE SCHEDULE FOR 6"AND 8"WATER MAINS
J-2 " Min. - — - - - —
1 O 8 DESCRIPTION
OI 8"X 6"NJ.FL REDUCER(NOT USED ON 6"MAINS)
G (� � Q J Q 2. 6 X 3 FL TEE
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MCIX. p0[ D. 3 FL GALE VALVE WITH HPNOWHEEL
00 4. 6 FL GATE VALVE WITH HANDWHEEL
a�OOT p0 0; 6. 3 CLA-VAL PRV
1 ' G. 6"CLA- 1.PRV
�pQ�pO 7. 3"90 DEGREE R ELBOW
(cJ/8" -) 0o O�n� 0 6. 6"FL STRAINER
FILL MATERIAL MAY 1 5" " SEAMLESS TYPE K 9. a"LIQUID FILLED PRESSURE cncEuPro2soBALL VALVE&HOSE BIB NON-THREADEDBE USED N METEROFT ANNEALED GOPPER Q 10. 1HRUBT RESTRAINT W WELDED SEEP RING&1HRUST BLOCK
BOX ZONE TO n. FL SPOOL
PREVENT SETTLING POLYPROPYLENE M.H.STEPS®12"O.C.
IS. 3"CLA-VAL PRESSURE RELIEF VALVE(MODEL 50G-01B,SEE
AND INFILL. NOTE 4)ON LOW PRESSURE SIDE
u. PIPE SUPPORT
15. FL STAND PIPE W/FL GOOSE NECK POINTING DOWNWARD.
DUAL PURPOSE NUT THE OPEN END OF GOOSE NECK SHALL BE 18"ABOVE GRADE
A PRESSURE REDUCING VALVE VAULT AND PRouIDED WITH A SCREEN U14 MESH
PLAN VIEW NON-CORRODIBLE.
45' TO 6O' 16. 3'FL STRAINER
METER SETTER - 1" COPPER METER SETTER TO BE SCALE'NTS n. 12"x 12"RECESSED SUMP WITH REMOVABLE GRATE
16. NJ OR MECHANICAL COUPLING
TUBING SIZE W/LOCKING WING CENTERED WITHIN JO"M.H. COVER AND RING I9. 3 a B 2saae MUELLER CORP ON BOTTOM of svooL
ANGLE STOP, COMPRESSION INLET X METER BOX WATER MAIN GRADE RINGS AS NEEDED z, ri PURLING
PAIDDA TER
DUAL PURPOSE F.I.P.T. OUTLET, 15" HIGH.
1"-FORD-V7415W CONCRETE VAULT NOTES:PE O
MUELLER-H1404 1" CORPORATION STOP, COMPRESSION PRECAST Box AS SHOWN,SHALL MEET THE FOLLOWNG =
X MUELLER THREAD, CORPORATION TO Q
(OR APPROVED EQUAL) BE BEDDED IN SAND. CONDITIONS.(CONTRACTOR TO SUBMIT STRUCTURAL DRAWINGS
TAP MUELLER (TAPERED) THREADS W/ FOR CAST IN PLACE VAULT.) r^
B-100 OR B-101 TAPPING MACHINE. PICKING EYE 1. H-20 LOADING -!
MINIMUM BIT SIZE IS 15/16" FOR 1" 2. NO HORIZONTAL JOINTS THROUGH THE PIPE OPENINGS.
SADDLE (SADDLE SMITH-BLAIR 311, OR 3. FLOOR SHALL SLOPE 2%TOWARDS SUMP Q
APPROVED EQUAL).
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DUCTILE IRON MAINS 6" & LARGER MAY GENERAL NOTes
BE TAPPED DIRECT. _
NOTES: 1. ALL WORK SHALL CONFORM TO BEAR UV(E COUNTY SPECIFICATIONS yJ
1"-FORD-CO4-44 2. SHOP DRAWINGS SHALL BE SUBMITTED TO 864R L4KE COUNTY ENGINEER FOR p
MUELLER-H15071 PIPE SUPPORTS SUMP APPRovAL PRIOR TO SHIPMENT I�
1. PRIOR TO INSTALLATION OF METER ALL ALL SERVICE APPLICATIONS (OR APPROVED EQUAL) (BOTH PRVSJy 3, THE PRV ASSEMBLY DETAIL SHALL BE VERIFIED PER MANUFACTURE W
MUST BE COMPLETED AND APPROVED, SERVICE FEES PAID IN FULL ` W
RECOMMENDATIONS Ld AND AS BUILTS SUBMITTED AND APPROVED. ,. '`i' CO
�}ryy"V}ij 4. ALL VALVES SHALL HAVE 150 LB FLG'S.DUCTILE IRON BODY,BRONZE INTERNAL TRIM, CO Q
2. CONTRACTOR SHALL CONTACT CITY CONSTRUCTION MANAGERS OFFICE 48 HRS. �R _ _ R__ __ _R__ __ _R__ __ _R__ __ _ EPoxv COATED, AND STAINLESS STEEL TUBES AND FlTnecs � rLly\-+I
PRIOR TO INSTALLING ANY WATER SERVICE CONNECTIONS. B SEC➢ON VIEW �r2'OF 1"CRUSHED ROCK 5. PROVIDE DESIGN SUBMITTAL FOR WATERMAIN SIZES ABOVE 12"
$GALE.NIS 6. PROVIDE BOLLARDS OR OTHER PROTECTION IF AND AS DIRECTED BY INSPECTOR.
3. METERS WILL NOT BE SET PRIOR TO DISINFECTION OF THE MAIN AND SERVICE, z INSTALL AIR-VACUUM RELEIF VALVES WHERE REQUIRED AND AS DIRECTED. LL
AND, PRIOR TO A SUCCESSFUL BACTERIOLOGICAL TEST. H
4. WATER SERVICES SHALL BE PRESSURE TESTED ALONG WITH THE MAIN. Ld
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5. DURING THE PRESSURE TEST, THE MAIN SHALL BE OPEN TO INSPECTION AT ALL CORPORATIONS. I-���III j
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COMBINATION AIR RELEASE VALVE STANDARD VALVE BOX AND COVER No. 921 —C 1/4"STL. RING STANDARD FIRE HYDRANT ASSEMBLY
FOR COVER
N.T.S. BEARING N.T.S. DO
1"VENT PIPE N.T.S. _ d
1" M.I.P. X SOLDER 2-BRASS 90' ELBOWS FIRE HYDRANTS SHALL BE SHOP PAINTED PRIOR TO mod''•..•z o,.%•�Q
BRASS FITTING WITH W/NIPPLE OR STREET RAISED LETTER INSTALLATION WITH SAFETY YELLOW (RODDA N0. QD813) 6Q7 �S
SOLDERED SCREEN ON ELBOWS - LID AND 1/4" X 4" 'SNV
SOLDER SOCKET END AS SHQWN ON PLANS ROD STOCK HIGH GLOSS EQUIPMENT ENAMEL.
&STAKED IN FIELD - TO HF (;AST INTEGRALLY 3' MIN.
NOT WELDED �n CONCRETE OR ASPHALT PAD CLEAR 3 PORT F.H.'S W/ 5 1/4" MAIN VALVE
1"X24"BRASS NIPPLE VS LIM IRON WORKS COVER ( ) FOR VALVE BOXES NOT SET OPENING. STEAMER PORT SHALL BE EQUIPPED
RADIUS WITH AN APPROVED QUICK CONNECT
NO.A2974 OR APPRVD. EQUAL IN PAVED AREAS. AROUND
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W/4 1/2"VENT HOLES ON ° o CHANNEL DEPTH (24" SQUARE, 4' THICK) COUPLING (STORZ ADAPTER), PORT TO FACE STREET °
VALVE BOX 1'-5"CIRCLE 7 3 4' 3/4" TO 1' DEEP HYDRANT 1/4, PLASTIC COATED
W 0 LID 2"NIPPLE 1 1 4" AIRCRAFT CABLE
GROUT IN PIPE A 2"X1"REDUCER �I-/I� �24 7" MAX. ISTANCE TO BE 24"MIN. -VALVE BOX �� N
1"BRASS 90' ELBOW NOTES: f ED FNISH 2 MIN1 '0 R " BEHIND M q
1"COMPRESSION X� - OR STREET ELBOW � GRADE CURB30 MAX OR SIDEWALK CURB FACE
FIRT.OOLIPI— SLOPE 1"I.P.T. X COMPRESSION _ BREAK FLANGE FINISHED GRADE v
1%MIN. EXTENSIONS SHALL BE C7 w
(MUELLER CAT. H-15451 FITTING a
OR APPRVD. EQUAL) 24"T&G 6"ASTMD 3034 PVC PIPE n s ° /�„/�,/�,/� / ������ n°e Z F
CONG. PIPE (ONE PIECE) .J. SHOE y o,o Z
2-BRASS 90 ELBOWS OR O_"!`.l1MRINATnm AIR RFIF_dfF Vdl-VF_ " a
W/NIPPLE MANHOLE (4) 1" (ARCO NO 145-C OR APPRVD. EQUAL) 1 ." A CONCRETE THRUST z U
WEEP CONCRETE
OO BLOCK SEEHRUST d Z
6" HOLES 2"x 4 BRASS NIPPLE
(TYR) 1-COMPRESSION 24" BLOCK (SEE NOTE) 6" D.I. PIPE ��
2"GATE VALVE W
o0 90' ELBOWS (MIN.) p o
o�1S 000OO�i° (MUELLER CAT. \ Z
�8 2"DRAIN ROCK NO. 15526 �\ O O O _
C n. $ OR BRASS FITTINGS j\ O \/ QD
A o a ° 2"TYPE K AND NIPPLES) 12" In
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d 8a°q,p°o ooro°gQ o O 0GO
0°S °08°°ooaLQbog� COPPER TUBING 9 $,2 r ° O �0�8�O� /\��.•,. O /\\ H F� Z CO
IIIII�II—_� �—I III► O /\\\� ./�\\.\,\, \./\\.
CONCRETCIE
E BASE II II Op \/ uD
�- SLOPE 1%MIN. / x pOgo00000p OOp LID F_
2"X 24" 2"MUELLER CORP STOP ., i�O O O O 00 O oD % W
BRASS NIPPLE 2 X 24 (H-10046 OR EQUAL $ _ n - 4" \Y p00 O 8 \
BRASS NIPPLEL) a w 1/�\x e Z W
2"BRASS 2"TAPPING \ M.J.x SIDE FLANGE TEE — 3
,1t 6" M.J.x FL. RESILIENT C7 0
90' ELBOW 2 LP.T.X SADDLE PLASTIC OR TAR PAPER SEAT GATE VALVE U z
COMPRESSION FITTING DRAIN ROCK - 1-1/2"-0
1/2 C.Y. MIN.
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STANDARD BLOWOFF ASSEMBLY N.T.S. SOIL BEARING=2000 LB/ STANDARD THRUST BLOCK
EXIST'G. GROUND STANDARD MANUAL AIR RELEASE VALVE N.T.S. NOTES: N.T.S.
3'MAX _ our z% o ?oo 0
EXIST'G. GROUND �3'-0" MAX. m� 1. All blocking shall be poured against firm N a w a undisturbed soil.
6" MIN. 2"COMPRESSION X M.I.PT. TEE z.3 'na 0.86 2. When pouring against plugs and blind flanges, �;`g "',° p.a o 0
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12" MAX. COUPLING (MUELLER CAT. 6" MIN. 4" 40° 17 1.5 1.os see special provisions. i g
N0. H-15428 OR APPRVD. 12" MAX. as° t.7 0.5 0.73 3. Layout to be approved by the inspector prior g
GALV. OR BRASS VALVE 22
EQUAL -t/2o 0.9 0.2 o.as to and after concrete our.
COUPLING W/2'• VALVE ) OPTION2 GALV. OR BRASS �� BOX ++- - - - P
BOX TEE 4.7 4.4 1.53 4. All concrete blocking shall be poured in place
BRASS TIGHT
BRASS NIPPLES COUPLING W/2" r(NP.)
(TYP) �� 6�� 90o ss a.o t.53 without direct contact to the pipe or fittings.
HAND TIGHT ONLY AND FITTINGS BRASS PLUG 2" GATE VALE as s.e +e t.os
HAND TIGHT ONLY 22-+/20 1:8 0.6 0.66 Protective material 151b felt or as required by
2"GALV. PIPE -
09 0.2 0.39 the City shall be placed between the concrete
OR BRASS NIPPLE 2"GALV. PIPE an° 11144 8.0 ap 2:0o and pipe or fitting.
+ OR BRASS NIPPLE 2 TYPE K ANDS NIPPLES S 8 ttol/4° Ls 1.3 o.5t 6. min chartnot 5. Concrete for all shall have a 28-day
NO. H-15526 OR 2 GALV. PIPE COPPER TUBING WATER MAIN N0. H-15526 OR OR 2" X 18"OR COPPER TUBING 2"CORPORATION 1O 405 ° 19.3 6.6 21.69 installations, strength of 2,300 ps.i.
blocking
compressive st
2" 90' COMPRESSION � OPT/ON1 2"90' COMPRESSION to vertival bends.
ELBOW (MUELLER CAT. OR 2" X 18" OR 2' TYPE K ELBOW (MUELLER CAT. 2' GALV. PIPE 90° 7 167 Errs Location specific design is required for such
24" BRASS NIPPLE OR BRASS NIPPLES oo-+/z 47 24 1.08
APPRVD. EQUAL) APPRVD. EQUAL) 24" BRASS NIPPLE STOP z.a os3 .o
AND FITTINGS
2"TAPPING SADDLE TEE 17.1 167 2.37 /� CONCRETE .y
2" GATE VALVE 2" CORPORATION go 24.21 28.0 2.93 BLOCKING
NOTE: STOP DOUBLE STRAP, 2" COMPRESSION X M.I.P.T. 12" .3+ 11.2 2.01 PIPE
BLOWOFFS SHALL BE INSTALLED (ROCKWELL TYPE 313 COUPLING (MUELLER CAT. 2"TAPPING SADDLE -+- 22-1/2o 17 a.1 1.21
1'FROM THE END OF A MAIN. OR APPRVD. EQUAL NO. H-15428 OR APPRVD. DOUBLE STRAP, WATER MAIN TEE 23.8 27.3 2.73
3.4 1.5 0.74
-
EQUAL). (ROCKWELL TYPE 313 go° 3.3.6 46.0 3.37
OR APPRVD. EQUAL) 16" as° 1a.2 19.3 zzs BEARING AREA �+
22-1/2° 9.3 6.7 1.42
11-1 4° 4.7 1 2.4 0.80
TEE 29.9 38.5 3.05
rasrl;^e+ Iz" firti^99o^d WATERLINE CROSSING N.T.S. 8" <5= ?29 258 z:57
_,,,,,,,,,,,,,, STANDARD WATER PIPE BEDDING & BACKFILL -"'° 117 J4
1 go
Meg^lug or equw 11- 5.9
A TEE ° 5z.3 598 a.o3 UNDISTURBED
Obstruction tl'F TRENCH DETAIL Nis goo 74.0 149.8 5.00 EARTH
Alte vlt Sery Le 24" 22 20a4 '17 .3.55
d mow FOR THIS ZONE OF THE TRENCH SECTION, 22-t/2° 10.4 277 1 11 LENGTH =
SEE
F WAY
---- -- - -- ----
o a'� GRADE,AI D DEPTH OREQU REQUIREMENTS,FOR MATERIAL
kTRENCHL
11-1/4° 10.3 7.7 1.18
Q
}f PIPE & CASING DETAIL
Service Dne 7 ' �aU RESTORATION OF ASPHALT CONCRETE, LAWN
Obshuction B Blass fitting " z & LANDSCAPE, OR GRAVEL SURFACES.
mo, INSTALL FLEXIBLE END SEAL
° ON EACH END OF CASING PIPE. O
ALTERNATE 1 _ 04 TRENCH BACKFILL (*P51 MODEL "W"OR [n
0 MECHANICALLY APPROVED EQUAL. J
TT hit k) Centered `D COMPACTED 95% IN )
LIFTS NOT EXCEEDING 6".
Existing ground o BANK RUN GRAVEL W
o SHALL BE IN FILL ANNULAR SPACE BETWEEN
TABLE OF DIMENSIONS a PIPE ACCORDANCE WITH CASING PIPE & CARRIER PIPE
(***)RESTRAINED MECHANICAL
A.P.W.A. SPECIFICATION WITH SLURRY OR BLOWN IN SAND. W
Obstmctwn OBSJRUCIION a JOINT D.I. CARRIER PIPE
-
DIM 10.2) F j-�
SEWER MNN OTHER (7 III
---- ---- A /s" 2' a - (**)SEE PLANS FOR CASING SIZEV-1PPl
EEL CASING
-- -
---- - - ---- PIPE BEDDING IN
e to-a s - AccORDANCE WITH AND MINIMUM WALL THICKNESSA L T GRADE B V)12' rL
D FULL PIPE LENGTH 0.0.=171 '-0" PIPE O.D. '-0" A.P.W.A. SPECIFICATION ***)SEE PLANS FOR CARRIER PIPEWALL THICKNESS(**)
MAX. MAX. (7-10.3(9)) SIZE AND CLASS RATINGTEEL CASING SPACER D'
ALTERNATE 2
CPG-2 OR APPROVED EQUAL)*Pi eline Seal and Insulator Inc.p 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 furnished 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
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 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 furnished 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: !n
Environmental Quality.All references to American Water Works Association be epoxy coated on the inside. Tapping sleeves furnished 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. li
(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,
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 LNG NEVER
X PP�g P P P P 8 P P �,:• q
short body. Tapping sleeves furnished 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
DUCTILE IRON PIPE:
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 w i
the valve with no exposed or external couplings.Units shall be full asketed coated with a bitumastic coating. TRENCH EXCAVATION BEDDING AND BACKFILL: CUTTING PIPE: o'..
All water main pipe furnished shall be new ductile iron pipe conforming to the PY g g'
and grease packed.Valves shall be installed with the operator on the side of the Tapping sleeves famished 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 o S
requirements c AW WA larger
shall
Pipe sizes 12 inch and smaller shall be Class 52 ISN 3�\�
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 furnished 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 C 104. shall open with a counterclockwise rotation.Furnish 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.
AW WA Cl 11. 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 C 110 or C153. 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: �� a
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. M
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 f>m a
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
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. '1e 4 Z
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 w
All rubber gasketjoints for ductile iron and gay 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: (31 - U
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 roducin house drainage i e,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 rL w
All reducers 6 inch and larger shall be restrained. P Y P gpipe, P g g o
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,grubbing,and stripping shall be performed in advance abandoned,the service shall be abandoned by turning off the corporation stop � o
All vertical elbow installations shall be engineered,and calculations submitted All Air Release Valves shall be installed at the crest of r e 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 b cutting and plugging the service just after the re� Z - u'
PP P g P J Y g P gB g j 'p m a
with plans to the ciTy's engineering division for approval. MM2�A�/ Q O or
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 rubble,rocks,trash, corporation stop,and removing the meter set(yoke). �
Bolts for buried flanged fittings shall be galvanized or zinc-cadmium plated and e� cc eo
Storz quick connect fitting or equal. or debris shall be hauled away.Asphalt pavement shall be neatly saw-cut at �1
coated with 2 coats of eel or uc after installation.Bolts for mechanical joints / a m
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. 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 0
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: rr
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 H M
cleannn aircraft cable attaching d to the hydrant steamer post.Facing on the adapter nuclear densometer,at intervals of his choosing.The contractor shall provide w U
by US Pipe,LoK Ring by American Pipe,or approved equal. g' g Y P g P g P w 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
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 Z c
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
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
All hydrants shall have'O'rin seals on the operating stem,and all working arts non- aoulzr materials APWA Section 02320 PREVENTING REVERSE FLOW: J =
thrust blocks.The minimum working pressure rating of restrained joint systems Y g P g g P ff ( )� -
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 _ ~
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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 (14 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 y U
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.
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