HomeMy WebLinkAboutThe Highlands - Water & Sewer Extensions THE HIGHLANDS
BOZEMAN, MONTANA
L�
ROL�VICINITY MAP
PINECREST
• Kalispell •Havre
•Great Falls N CEo� N T
Glendive • w W
• Missoula • Lewistown
• Helena \ io
Miles City • J
• Butte PROJECT LOCATION
• Billings •
♦-.-
Bozeman
HIGHLANDS PROJECT NO SCALE KAor RLvn
v
WATERMAIN EXTENSION
TEMPORARY SANITARY SEWER EXTENSION
SHEET INDEX
title page
PLAN/PROFILE 2
WATERMAIN DETAILS 3
�l
I hereby certify that this plan, specification, or report was prepared
SANITARY SEWER DETAILS 4 by me or under my direct supervision and that I am a duly Registered
Professional Engineer and Surveyor under the Laws of the State of
Montana.
Donald eic.mut , ,LS
Date —4 :3r 1e7 Reg. No. Z 9('
E)kTE,., Nt.T �eomax
PROFESSIONAL ENGINEERS 6 SURVEYORS
a]1 solrrN�tTN AVET4F ePzeawl.A10NIwu ams
e" s/,5/07 le,.
New �-�' Hyolite I view Subdivision .
0 � 5
p}�I 13 GENERAL NDIES
Tj Contractor must replo[e pryEx. r?
NLi
a P. C. Sanitary Sewer !lain shall be SUR 35 conforming to ASTM 0-
CAUTION: features >,
3034.
damaged owing construct r
CAUTION Overhead Power Lines 8 £ - contractor to exercise canon to
prevent trench encroachment onto All watermain valves and fittings shall have thrust blocking as
Scale:I"=5o Buried Telephone Cable. private property shown on the detail.
TresO Where the temporary sanitary sewer main crosses the existing 12"
TRENCH EXCAVATION watermain at Sta. 1+84.8, one full length of sewer pipe shall be
�Tekp"one am �� u u centered on the waterline crossing. See detail.
Type 1 Trench Excavation with Type A Backfill Pal — 12 x 12 x 8 Tapping Sleeve (Mueller H-615 or equal) 0+00
Highland Boulevard 45' 131.5' Of 8' P.V.C. +pOA^++^' cue a Gune' 8" Tapping Valve (MUeller H-667) 8 Valve Box Manhole el shall be constructed so that the existing B" sanitary
Sewer 2 sewer leaving the manhole to the South shall be plugged; however,
this line will become active in the Future upon construction of
vale eox sanitary sewer in Lomas Drive. The B" line South shall be
Sta. 0+00 to 0+35 w w w w w w .e4w w w p ggetl with an B" spigot plug (Cherie 270288 ❑r equal), capable
Sta. ater ai 2+30 2' a Tiny o� cos. non wmermoin oFubeing removed from inside the manhole at a future date.
Watermain 45 4 1+ 71.1 - � (canraaor shall field+er�ry Iocarion 1 Curb and gutter sections crossed by sanitary sewer main and/or
Deco ��i5
Ste. 0+00 to 2+15.3 - -� service shall be cut and removed during sewer construction. New
1, i I curb and gutter shall be poured to replace removed sections.
Types 1 Trench Excavation with Typr 8 Backfill 171.1' Of 8" P.V.C. Son. Sewer �� EO5""w"' nor O Asphalt pavement removed during construction of sewer line
Temparary Sannay _ C g
Sewer I I Serer 1(1 ith asphalt
pavement sectionnequa l utovexisting l buthno lessacthanw3" thickness
Ste. 0+35 to 1+46 a ; of asphalt on 10" compacted base course.
Sta. 2+30 to 3+02.6 3 4 5 6 7 _o -
V Graf's Second Subdivision Sanitary sewer stubs shall be installed from the N-S existing B"
sanitary sewer main to Lot 7, Block 3 and Lot 8, Block 1. Stubs
qq
C51111R7E0 I'RENUH EXCRUATIUN UULUMES B L 0 C K 3 shall be terminated at service lines to temporary sewer main to
� E
5500 15 d _ TS.Io' J allow for future connection to N-S sewer main when temporary main
0+29 Install 4" C is abandoned. Future connection point shall be within the street
Type 1 Trench Excavation with Type A Backfill 465 C.Y. SSr� Son.Sewer Service Ih right-oF-way.
y�q E.�snny wind._ are a Gutter 1e 15' P E..(see notes tp Sanitary Type 1 Trench Excavation with Type B Backfill 365 C.Y. —---w• 8 South 0] y sewer services (temporary 6 stub) to Lot B, Block 1
Chambers a. Ensr g e"PVC son sewer Manhole 1 o+oo E.caD shall he AWWA pressure pipe due to less than minimum clearance
Type 1 Pipe Bedding 110 C.Y. ,1 s E..6'Ga•e valve s s s 5 5 s�— (i with 6" watermain.
w w w w w w w w "awnoe E. P w Watermain chlorination shall be by the tablet method as described
Z 2 19' E.�stny 6 CI Si DI. Waterman E.fi'Gat@ valve a Thrust Mock I in Section 02713.07(C)(3)(a). Existing gate valves in the water
@¢ a main in the vicinity of the intersection of Baxter Drive and
d Install Fire Hydrant I y install 4 San. wen Service 15 I �J Chambers Drive shall be closed during chlorination of the new
Specifications shall be those used previously as per eviousl u I watermain. Flushing shall he thru fire hydrant at Northeast
y p p y ; 6 Gate Valve (Mueller A 2380 corner of Block 1.
in The Highlands Subdivision improvements. w approved Plans. I or Pac Sates) S Box 21 15.3 d R
~ 3 6 7
N , 19.0' of s" class 5i rile € T.B.M. Elev.= 5002.40
Iron wa ermain Spike i power pole (NW side)
ez; Sewer ta. 2+21 , 5' rt.
8 x 8 x 6" Tee 1*963 ; I Dg
wild, Plug LL @
B L 0 C K I n
E. Graund : S
5005
T.E�j380 •r .ra I I ci
PrODo4d Pared S. lV I
___ r g r7M e I� : (w�,7JI,lasly bGWn'ed - - - I _ 1
T.E •btltll'e4 YIM� w
e su race5000
5000 ; T.E. 4990.70 Eae
W m - � ♦ - E. ¢.. Classy 51 DuCib
4995
4995 _ )1.1' or 16:�; Q a�It Eiev. ,499513 _
PVC
Son Sewer �82-% -E. san Sew« i
W m 131.5' of 8" P v C. -1 Field Cannlction to - I
San. Sewer - Existing 6' Main May 19.0' of 6' Class 51 " the on_ _ 4990
4990 0 6 +_ w Require Usd o Ductile Iron Watermain Wa)ermai I
o.P wA 14 0. •� i Additional .Fittings 8 1
ti* i (Vertical Bdnd) Not m
qo
�1� " Shown. aa0
W W—Id W Ib> I I N�
0 I 1 — _ -_ 3_ ♦ _ - i—
1 i�- t 1 om AS- / T
. _ - . _ . } ♦ - 1 --i yVAT F-Y. EXT 6N tON P-4 TED
0100 +o0 2+00 3+0o scale . 2 2 00 THE HIGHLANDS
Horl:. t m s e ' I WATERMAIN EXTENSION
Temporary Sanitary Sewer Profile v L_ -i —�_ I I C ben Drive + - TEMPORARY SAN. SEWER EXTENSION
�-
�
1 - - -
' PROFESSIONAL ENGINEERS e.SURVEYORS
t
tA
D.D.F DD.F MJL.rL ATE!SINGLE PLANAND PROFILEnuu smr : SHEET Or
xtemta 4/29/87 2 4
RGV 5 AS e7 241 41-11,
4
_.<
TOP OF NEW
2'-0 YIM. TO B1CN Of CURB I a:"' i I O\ PAVEMENT 91/2'
• 1 OR SIDEWALK __ -. /' • .I.
B ,'I.. •I CVrb Cut for
t-P - A •CONCRETE ~\ D,b, aY Approach
I COLLAR
INSTALL PLUMB WITH NEW HYDRANT.
I �'.•' v,F' COMPACTED BA S
\ A
STEAMER NOZZLE .�MUELLER CENTURION _I _ _ /T v ` B SUBGRADE L - .o" ♦ D
FACING STREET \ - �B�\ 'A� REDUCER — S'
3 \\/ 3 i
Undl.turbed Earth_ Adl..l water valves upward or darnward as.......d. 2q"
Final odluslment shall be mad,alter paving and before seal coming.
t.
ELEVATIONS AS SHOWN '� { No paym.nl Shall be mad,for adjustment 0 new valves to final grade. COmpacled Bos.
ON PLANS OR 0.4'ABOVE Courat Or Subgrade
ADJUSTABLE SCREW TYPE
TOP OF CURB GRADE .- NOTE: hp n Uh c 1 s aI a rot
VALVE
BOx WITH LID I vale ro. oelustment s rele collar s aeslgna wee as type I NOTE:
!A; robe adlVs im<nt. Type roll water cvolre odlmrmenr m:I., actor wllhou er
concrete Forlm. 1. Subgrode ar base crone Oompacrion Snell Contarm
GROUND LINE to—Iian 02230.
.
7a� D d joint material shall be Dlae. of P.C.,P.T.,
pn cur
WATER VALVE ADJUST'INMENT 3 camrection pima Shall be vmad at every lX of curb dngtn and
\\\ o DETAIL mall nave a minim m depth of 3/4"and mnmuIn width of VB".
No curb and tl.ru shall b. I
Se Placed without la final form inspKllen
UNOtSTURBED v\\ by Ina Engineer.
\ s' TEE TEE(Plugged) BEND 5. ua.M 3000--1.shall be as.d.
EARTH \\ --
\\\\ 2
CONCRETE \\\\ To WIN LINE DIMENSION FOR THRUST BLOCKING -� " C.-I-1Pn jomle shall be eoaarraalsd by sawing or deg.
THRUST BLOCK \\♦ REDUCERS B When ac ring,a tool.loll be used which wlll lea.co nMa
\` FITTING TEES B PLUGS 9o. BEND 45e BEND B WYES 22 V.a BEND Foala.a and d..rroy aggregate Interlock for.pecified minlmum
d.p1h
-�JOIMT AS REOUIRED FOR PIPE SIZES A B A B A B A B
\\\:::.�::•�::::::::::.': .. SPECIFIED
4" 1 T" 1'-2" I'•9" I'-6" I'-B" 0-10 t-7" 0-6"
.\\\ ;::.<•.:;:+:{%5i:;::y::::;`..:.<:-.k.•'::'i.::::.i;i...'.:i'c::`''$'':''':: NEWS AUXILARY 6" 2..0.. I.it" 2'-5" 2-2" 1'-Id* I'-7" 1'-9" o'-to' COMBINED CURB OtGUTTER
GATE VALVE B 2' B" 2' 6" 3' 2" 3' 0" 2' 5" 2-1" 1' 9" 1' 6" SECTION
\\1/3,CUBIC YARD\` \\ \\\ \ IO" e.4" 3•3. !-O 3' 10" 3' O" 2' 9" 2' 2" 1'-it"
DRAIN GRAVEL FLANGE JOINT 12" 4' 0" 9-to" -B" 1-B" !' S" 3' 3" 2' 7" 2' 3"
14" !-S' 3'•10" 6'-G" 4�.11" �-9" '� 5" S S" 2' S"
FIRE HYDRANT NOTE: he a alshp m an ISO PSI Main Preuur. 2000 PSFsoil
Wrap all filling,..1 In polyethylene.
THRUST BLOCKING FOR G�•"�
WATER MAIN FITTINGS
f� NOTE" WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT G0
7 PAVEMENT SHALL VE CUT ALONG A NEAT VERTICAL
LINE
E A MINIMUM AOF 12 FROM THE EDGE OF THE TRENCH
�2 OPENING.
I— 1 NO VERTICAL REOUIREMENT t
c IL���
VERTICAL TRENCH WALLS WITH SNORING SEWER WATER MAIN
TO CONFORM TO O.S
EXISTING STREET ,H.A.REGULATIONS•
SURFACE TYPE 2 EXC. I
PeOar Anchor 12• SUBGRADE OR ll- _8 U IO'-O" MIN
GROUND SURFACE I� _'I� O
o
/ I \ // PARALLEL ARRANGEMENT
�Conc. Anchor ` fi' BACKSIDPE 4S SPECIFIED To I /J1
__
CONFORM TO O.S.H.A.flEGUL ATIONSe / L 4 L
\`-�y-•iN•.�p•'\C�" � -- TYPE I EXC. / L/Z L/
ONO STEEPER THAN I:I SLOPE
EXCEPT FOR ROCK)
B.. _ A / NEW _
— _ PIPE
EXISTING PIPE
TYPE "A'OR
NOTE Caal rods with"'*Pp."
TRENCH SAC KFILL _
BII—Iic No 30 coating TRENCH WIDTH _
OD OF PIPE PLUS 2
or equal MIN WIDTH 3.5' 18 MIN. 2Q Q3 IS"MIN.O2 0 NEW
11/2"MINUS PIPE
_,57
SELECT K00114G MATERIAL
Sa PLACED IN 6 LAYERS B - -
COMPACTED TO95%DENSITY EXISTING PIPE
AS PER AASHTO T-99
TYPE I PIPE
BEDDING - -
CROSSINGS
THRUST BLOCK DIMENSIONS IMPORTED 3/4"MINUS NOTES'
SELECT BEDDING MATERIAL
u�.ee vs Srt rro rel I 4 � COMPACTED TO 95%
o Mta .t• .r .c. 1. f 1 r AASH-0 T-99 DENSITY AS PER - IDSPCCI FIC MONTANA DEPARTMENT OF HEALTH AND ENVIROMENTAL SCIENCES APPROVAL
t-
JT�
1/21 re e- r tie' !-a• i-0 t I '-• ; q 4 IS REQUIRED FOR A DISTANCE LESS THAN 10 FEET BETWEEN Ill MAIN AND
t-o' ie i0• Yr t GRAVITY SEWER
2 N' t'-r .'-o' t:o' i-o' Y It IN TYPE 2 PIPE BEDDING WHERE REOUIRED s w
o FOP SOFT GR UNSTABLE FOUNDATION •0 OZ NO EXCEPTION TO THE MINIMUM SE P4RATION pEOUI REME NT IS PERMITTED WHEN THE _
i.e- i-o'i-r ♦_ o- o' a U p" V♦ b SEWAGE CARRYING PIPE IS A FORCE MAIN. AT CROSSINGS, ONE FULL LENGTH OF
l i/e' li s'•0' ;-Oo' ': WATER MAIF PIPE SHALL BL LOCATED SO THAT BOTH JOINTS WILL BE AS FAR
1 ePOM THE FORCE MAIN AS POSSIBLE.
I yr u' .:o' :.o' -' !-`. _ ' )e.o ..
NOTE: P1.1—S,Shown above an maslau m worling PI.ee.s Ir I .m O LESS THAN IS INCHES OF SEPARATION IS PERMITTED WHEN THE. GRAVITY SEWER
AT THE CROSSING IS MADE FROM A SINGLE 20 FOOT LENGTH OF AWWA PRESSURE
THRUST BLOCKING AND ANCHORS ARE REOUIRED ON ALL 61
L VALVES AND LARGER UNLESS NOTE: WHEN IN UNSTABLE OR SOFT MATERIAL,TRENCH WALLS PIPE AND THE CROSSING ANGLE IS APPROXIMATELY 90 DEGREES,
SHALL HI. BACKSLOPED FROM THE BOTTOM OF THE
SPECIFIED BY tNE ENGINEER. H.TRENC (TYPE I EXCAVATION)" C "IL" IS A STANDARD LENGTH OF PIPE AS SUPPLIED BY A PIPE MANUFACTURER.
"SEE OSHA,SAFETY ANDHEALTH REGULATIONS FOR 30 ADEOUATE STRUCTURAL SUPPORT FOR PIPES AT CROSSINGS SHALL BE PROVIDE:.. THE HIGHLANDS
CONSTRUCTION,SECTION 1926.652,
WATERMAIN DETAILS
THRUST BLOCKING FOR TYPICAL UTILITY TRENCH DETAILS WATER AND SEWER MAIN
WATER MAIN VALVES SEPARATION
Geomax
PROFESSIONAL ENGINEERS B SURVEYORS
tlg 90VTX BOTH AVENUE BOZEMAN,MONTAMA BIM
SIGNED I DRAWN'. I C.ECXED
WE: SHEET OF
4/29/87 3 — 4
Rey. 5I/5187 &11./e,,
C K d
Ring&C, en dj:lled 10 l000 15.0
c, B"...of.tree 1 15000- 39
Soo -36
•
V foosoo -33
Boo to.
NOTE'.
SHELF 9. 30
'
isela , L SHELF go
1 All joint, bli ,,hot,.,dove,, 70o 2T
T.0
500o-
in-sir-lis g - '.I ..a..d
CHANNEL &a 4000-
Is—Its0 inishh.l.In."is Goo 24
SHELF 5,0
,tell I 0 t9lit. Jo tvig 3000
I. Rd.N:s," equal for 011SHELF 21
"I. Steps loinls arp<lreen SererP.P. Sao 4.0 2000
and suOrrIle Wall
&a 18
• 00"'d [ hale
nion-'.1v1.d 400
with AST.1..,.,.0.C�478 1000 15
2.0
500 5130] 12
400
250 -a wo to
a' Drop
Imes Use for .9
CA 200
Shelf-si.p.I"Per o?
fa0t Ipd 2oo
1 *1 ' _ Crel. Encia,linvirl os6 8
Sea hon.11 dill..
% o.5 too]
C" I OPP. 04
..4
CHANNEL CHANNEL ISO 6
0.3 So
L elbow of Drop
Slob to
ls in 40HELF
04 8019.I'D"C-D 0.2 So
too zo 4
Channel to lull of'"Per 1"'
The nomograph show on In.$page may be Used to Co7t,the pecificat,on time even if several
D"I t7 different pipe duinal act. it in a..test. Old.A'i Is.,an the dissnuil.,on the III.
$.-"""I --- issilh the corresponding length
of pipe of that dia "L- scale. Each line will Crols. the K
NOTE and V rilds., The11.110ordisig ,d,_or
'K and C' I h it in lin"Ih.co,,biration unde;.1.1t.1. .ad
..it recorded All the W allies are totaled,0. use the'C'values. Total K govern,if the III of c*is 163,
SLOPE ALL SHELVES TO CHANNEL AT I"PER FOOT. :Na 1.0 in ,Ch 1.1.1 W at..equal,the firs.In second. that the pipeline under last should take bar.,.
2 SEE PLAN-PROFILE SHEETS FOR SLOPE OF CHANNEL he prets.n.fall, from 3.5 1.2.5 p.1g. If total'C'I. greater than 1.0,total W or divided by total 'C'
SECTION A-A to obtain the spocificollo,Isha in seconds.
TYPICAL MANHOLE
SANITARY SEWER MANHOLE CHANNEL DETAILS For single pipe size test sections, the length limit, for minimum
test times At.1 N -I,entitled
for obtained from Standard Dra ng Yoe 02 722 nt d "Nomograph I Testing Gravity Sever Maine" are contained In the following cable.
Test Section Length, Feet
Pipe Diameter,
Irich..
REINFORCING Minim.. Maximum
GREEN STEEL POST AT
END OF SERVICE) 4 642 1124
PROPERTY 6 429 751
M 564
VARIES PR LINE
1_0 —-3/b
1- 257 450
12 �IT
15 172 1 IoT
COMPACTED BACKFILL �18 1133 250
... .... 21 5
24 107 188
_S
2".2"WOOD ... 21...
As ARKER
4"OR 6"SERVICE LINE
For test ifectionst that are ,hurter than the minimum lengths, new test times
-SLOPE-1/4"PER FOOT MINIMUM u b:pcalcut1a,,.dt�uThl T be done by.,,!,.Iplylng he teat t !To, the
45'PIPE 1-1 nomograph
r h by a is I .C.:nh the teat
section I on (in lisle�) Itffd'elh h
- IdIng.th r:sult&nt product by the minimum titift section length
preceding table.
BEND d IV In from Lhi,
FUJGJ For test section. that are longer than caxlavm lengths,it Is ner
either shorten the test section to an allowable length or use the a:r.yrto: water test.
co (Irn
A A SEWER PIPE WYE,TEE OR APPROVED
�F A SADDLE OR BANDING
rr
NOTES NOMOGRAPH FOR AIR TESTING
I RQA', "in. AHEAD-Sir Shall Be In Pi.c..1.11 Tvnas,E.sol Short SANITARY SEWER
N rarr r. O
T—11,16l,11inoncri VIA,IstanhaH,Fri,undenga.rd SERVICE LINE GRAVITY SEWER MAINS
U 11.16.
- i Nor Piece I-W'.Is 39
2 MEN WORKING SIGN
Shut Be '& '.I At Sit..Shallnatlif-ed
1 LONCLALER LENGTH ANLI PAC1.0-See Tools
May Be histeali Olivetti5,de Ap1,;,fTC
4$PfCIAL QONDI7 lOhS Ine.St.—'..Are I.'3T"'UP" WT.Corrosion—If Traffic Can,P I.,Ae Needed SIZE O.D.. . REIN.
,.,D.,no,—n Fo,.Of D Pe...A,,..t
'ILL vTHIC1JLAh EQUIPMENT-,0n The..:1 Z),, 'n,, 48 Each Way 1675#
Rln Snni,lSnall B%L,j, ad Nish A R=
AnOer nr_Mouni In
This,As$ #4
V,snfs T,App,oulsosts-,01,At All Tines-
ALL SIGNS,UEVCESAND MOUNTS-Shiel Melt C111 fulansill-0 DIII 0'- 54' 71" Each Way 4125#
gh..y,And Iku-T C D SI, it,And Spec,11axes #4 0 8"
7 jigisdIFIKADE,Pl.ACEMEN Bin coves Slew Be A lishrlinunn"I S.(6)1.11 60" 78" 49750
SPEED taPEN CONE S1.1 T N. via isenriv.. Each Way
rA ,if,L"N l Rr,,,,,(Pdss
9 If Tn WPrI Innil I N ".Ire:,• to Movement *4 @ 6"
2! .25, 1 2 5" 72 92.. Each Way
35 245*
40 4 WORKS SCALE TRAFFIC CONTROL MINIMUM '�AND:. PRECAST MANHOLE BASES
MONTANA PUBLIC A .1 tur
STAND 0
ARD URBAN WORK SITE Of 0, __� 48", 54".60 ,72"
2 NO.015
STANDARD SPECIFICATIONS NONE 2 LME RDAD WOW SITE ON CENTEFLfNE THE HIGHLANDS
SANITARY SEWER DETAILS
Geomax
PROFESSIONAL ENsGINEEFtS& SURVEYORS
.2 SORLTH 9AbTHLIE @02}AAAV MI04111I Synat
QESIGNEO DRAWN G.y.E{rKEQ
DATE: 1 4/29/87 MEET F 4 L-- 4
451, 5115187 (Is ""s,