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SANITARY SEWER & WATER MAIN IMPROVEMENTS
AS-BUILTS
PROJECT LOCATED IN
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OWNER: PREPARED BY:
FARMHOUSE PARTNERS _ MADISON ENGINEERING
LEGAL DESCRIPTION
HA G GERTY� LP TRACT 4A OF MINOR SUBDIVISION NO. 162C 895 TECHNOLOGY BOULEVARD, SUITE 203 io
2555 NEST C'OLI ,EGE ST, SUITE B BOZEMAN, MT 59718
BOZEMA , IVIT 59718 (406) 586-0262 (406) 586-5740 FAX
(406) 585-9808 PHONE (406) 586-1166 FAX
AS-BUILT
COVER SHEET
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/ LOT 41-2 /// i I'URE PARNLANQ \ \ euo[u 11/11
/ MINOR SUBDIVISION /s� � �/ 28.935 SF \ `. �:\ `�• na,oats./4_
1 / � ZONING
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f PAWN BY: RFC
5�ROPOSED STORM DRAIN �1'S7EM f f _I I- �- -L J r-1 _ - PRO PO ROADWAY & PARKING
! / MPROVEMENTS
N !L r I I--- REVIEWED BY:CGH
/ EXISTING PARKLANDi I I I I i�,�l F I 2 r1 BENCHMARK
_ d r 3 SEE ITE DEVELOPMENT DRAWINGS
13'603 SF �i 1 1 I - - ARROW BOLT PROJECT ENGINEER:Rr--
c f/. , � / CONNECT TO EXISTING WAIITER MAIN 1 I ELEV=4833.fi8 C.O.B. �. CONNECT TO EXISTING WATER MAIN\ DESIGK-- -
_�/ ♦ �� } — _� ,f• _� -- --- -— _R1 II ulm _ _ I-__� -PROPOSED 8" WATER MAIN
I , --� — ¢ — — BENCHMARK
-.r _ -�_ ARROW BOLT
�r�+ — —_W IELFV -4878.?3C.O;B. \ F'
- s� • - — - \ �- 1l,,
y MAIN SEWER MAIN 8" (f��/ K CONNECT TO EXISTING SEWER
1
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_L996—— — — L' 11 1992 ,994
OVERALL SITE PLAN BENCHMARK INFORMATION
GENERAL CONSTRUCTION NOTES GCALF:YI'D
GRADING, PAVING& DRAINAGE: ARROW BOLT LOCATED ON THE FIRE HYDRANT W
LOCATED BY THE SOUTH EAST DRIVEWAY OF LOT
I UNLESS OTHERWISE NOTED. ALL GRADING,ROCKING AND PAVING SHALL CONFORM TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 14. IF DIRECTED ON THE DRAWINGS, ALL PLANTER AREAS SHALL BE BACKFILLED WTH APPROVED TOP SOIL MINIMUM 6' THICK STRIPPING 4A-1 ELEVATION = 4810.14 CITY' OF BOZEMAN
HOST CURRENT ADOPTED EDITION. W17H CITS OF BOZEMAN MODIFICATIONS. MATERIALS SHALL NOT BE USED FOR PLANTER BACKFILL DATUM
2 CONTRACTOR SHALL PREPARE AND PROCURE A DEO STORM WATER PO_LUTON PREVENTION FLAN(SWPPP) AND CITY OF BOZEMAN STORM CURBS& SIDEWALKS 1�
WATER MANAGEMENT PERMIT
3. CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO INSURE THAT PUBLIC AND PRIVATE STREETS AND 1. UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS, 5-INCHES NOMINAL CURB EXPOSURE SHALL BE FOR ALL CURBING.
PARKING LOTS ARE KEPT CLEAN OF MUD, DUST OR DEBRIS. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE BY LEGEND (s]
THE CONTRACTOR TO SUBSTANTIALLY LIMIT DUST FROM THE CONSTRUCTION SITE. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR ALLOW 2. CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS, STALLS AND SIGNAGE IN ACCORDANCE WITH CURRENT ADA REQUIREMENTS. AND rCr'
CONSTRUCTION DEBRIS, MUD OR GRAVEIS TO BE LEFT ON THE STREETS OVER NIGHT. LOCAL REQUIREMENTS.
--4770---- CONTOUR (EXIST) 0 FOUND MONUMENT AS NOTED C
4 CLEAR AND GRUB VAT14N WORK LIMITS SHOWN ON THE DRAWINGS ALL SURFACE VEGETATION. TREES, STUMPS, BRUSH, ROOTS, ETC. STRIP 3. SIDEWALKS SHALL BE A MINIMUM OF 4-INCHES THICK AL1 SIDEWALKS SHALL BE CONSTRUCTED USING 4,000 PSI CONCRETE SIDEWALKS —4770— CONTOUR (PROP) • FOUND REPAR AS NOTED
WORK LIMITS, REMOVING ALL ORGANIC MATTER WHICH CANNOT BE COMPACTED INTO A STABLE MASS ALL BRUSH AND DEBRIS ASSOCIATED WITH ADJACENT TO PUBLIC AREAS, SUCH AS PARKS AND OPEN SPACES, SHALL BE A MINIMUM OF 6-INCHES THICK A CONTROL POINT
CLEARING, STRIPPING OR GRADING SHAI.I.BE REMOVED AND DISPOSED OF OFF-SI TE. —— — PROPERTY LINE
WATER ———— EASEMENT LINE BENCHMARK
5 FOLLOWING STRIPPING OPERATIONS, SUBGRADE SHALL BE COMPACTED PER GEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT IS —.—.— S) SEWER MANHOLE (PROP)
AVAILABLE SUBGRADE SHALL HE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM I. UNLESS OTHERWISE SPECIFIED, WATER MAIN SHALL BE CLASS 51 DUCTILE IRON IN CONFORMANCE WITH AWWA C151. WATER SERVICES FENCE (EXIST)
r.
MOISTURE CONTENT PER ASTM D-698 TEST METHOD(STANDARD PROCTOR). SHALL BL COPPER, TYPE K ANNEALED PIPE MEETING AWWA STANDARD C800 ALL ETHER APPURTENANCES AND INSTALLATION TO CONFORM 10 —s = SEWER MANHOLE (EXIST) .�.-
THE CITY OF BOZEMAN SPECIFICATIONS. SEWER MAIN (PROP)
SEWER CLEANOUT
It. F=-J
SUBGRADE SHALL HE PROOF ROLLED AND SOFT AREAS SHALL BE OVER-EXCAVATED AND REPLACED NTH STRUCTURAL FILL. SUBGRADE CITY FORCES TO OPERATE ALL VALVES,INCLUDING FIRE HYDRANTS,WJ E%)STING AND PROPOSED PUBLIC.MAINS. CONTRACTOR SHALL SEWER SERVICE (PROP) -
~ h_ WATER VALVE (PROP) -
MUST BE INSPECTED AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO PLACING EMBANKMENTS,ENGINEERED FILLS OR FINE GRADING NOTIFY THE CITY WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO REQUIRING THE OPERATION OF VALVES. —s SEWER MAIN (EXIST) - •y
FOR BASE ROCK. riS WATER VALVE (EXIST)
SEWER SERVICE (EXIST) y ;J
3. CONTRACTOR SHALL NOTIFY THE CITY WATER DEPARTMENT A MINIMUM OF 24 HOURS(ONE BUSINESS DAY) PRIOR TO BEGIN WORK. y�{. FIRE HYDRANT (PROP) cr L� L-
7. ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18-INCHES IN DEPTH WHICH ARE LOCATED OUTSIDE THE PUBLIC —w WATER MAIN (PROP) `-{" Q� �
RIGHT-OF-WAY, BUILDING PADS, PARKING LOTS OR OTHER AREAS TO BE IMPROVED. ENGINEERED FILLS SHALL BE CONSTRUCTED IN LIFTS NO FIRE HYDRANT (EXIST) I� Ic
GREATER THAN B-INCHES OVER APPROVED SUBGRADE EACH LIFT SHALL BE COMPACTED PER GEOTECHNCIAL REPORT SPECIFICATIONS. IF NO 4- ALL NEW,CLEANED OR REPAIRED WATER MAINS SHALL BE FLUSHED, DISINFECTED AND TESTED IN ACCORDANCE WITH AWWA STANDARD C651 —ws— WATER SERVICE (PROP) _ h--1 r--, x
REPORT IS 4VA16ALE FACH LIFT SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 PERCENTAGE POINTS OF CURB STOP (PROP)
OPTIMUM MOTS TORE CONTENT PER ASTM D-696 TEST METHOD(STANDARD PROCTOR). SANITARY SEWER —+ WATER MAIN (EXIST)
CURB STOP (EXIST)
WATER SERVICE (EXIST) .
d. SUB BASE AND CRUSHED BASE ROCK SHALL CONFORM TO THE REQUIREMENTS OF SECTION 02234(SUB BASE COURSE) AND SECTION 02235 1. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER PIPE SHALL BE PVC RJ CONFORMANCE WITH ASTM 0-3034, SDR 35. ALL OTHER Ln', WATER WELL (EXIST) rrTT•,1 Ci
APPURTENANCES AND INSTALLATION TO CONFORM TO THE CITY OF BOZEMAN SPECIFICATIONS. -------- STORM DRAIN (PROP)
(CRUSHED BASE COURSE) MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS(MPWSS). COMPACT SUB BASE AND CRUSHED BASE ROCK PER STREET SIGN ,J-1 N
GE O TECHNICAL REPORT SPECIFICATIONS IF NO REPORT IS AVAILABLE COMPACT TO 95%OF THE MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 STORM DRAIN (EXIST)
PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST METHOD(STANDARD PROCTOR). 2. PER DEC REQUIREMENTS, CONTRACTOR SHALL HAVE SEWER INSTALLATION INSPECTED AND TESTED PER DEO PROCEDURES AND CERTIFIED BY —z 1` LIGHT POLE O N C
A LICENSED ENGINEER. CONTRACTOR TO PROVIDE ENGINEER WITH 24(ONE BUSINESS DAY) HOURS ADVANCE NOTICE FOR INSPECTION. MANHOLE OVERHEAD POWER o z C}
TESTING SHALL BE PERFORMED PRICK TO PAVING AND FINAL SURFACE RESTORATION POWER POLE ^ (y,^ x
0 A.0 PAVEMENT SHALL CONFORM TO SECTION 02510 ASPHALT CONCRETE PAVEMENT MPWSS FOR TYPE B MIX. A.C. PAVEMENT SHALL BE —x UNDERGROUND POWER _
( ) In
GUY ANCHOR
COMPACTED PER GEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE COMPACT A.C. PAVEMENT TO A MINIMUM OF 92%OF THE TELEPHONE
3. OPENINGS FOR CONNECTIONS TO EXISTING MANHOLES AND PIPING SHALL C MADE BY SAW-CUTTING OR CORE-DRILLING PROVIDE
EXISTING SMOOTH
FLOC
THEORETICAL MAXIMUM RICE SPECIFIC GRAVITY. �� E'ECTRICAL PEDESTAL
STRUCTURE USE OF PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED CONNECTIONS 70 BE WATERTIGHT AND SHALL PROVDE A SMOOTH FLOW —L„[,— JA5 H
INTO AND THROUGH THE MANHOLE. SMALL CHIPPING HAMMERS OR SIMILAR LIGHT TOOLS WHICH WILL NOT DAMAGE OR CRACK THE MANHOLE ell ELECTRICAL METER
10. PIPE BEDDING AND BACKFILL AI_L PIPES SHALL BE BEDDED WITH MINIMUM 4-INCHES OF TYPE 1 PIPE BEDDING AND BACKFILLED WIT. THE BASE MAY BE USED TO SHAPE CHANNELS OR ENLARGE EXISTING OPENINGS IF AUTHORIZED BY THE ENGINEER, - ROAD CENTERLINE Q'
F1L' TELEPHONE PEDESTAL r_
SAME MATERIAL A MINIMUM OF 6-INCHES OVER THE TOP OF THE PIPE PER CITY OF BOZEMAN STANDARD DETAIL 022"lt-i. PIPE HEDGING AND ROAD CURBII
TRFNCH BACKFILL SHALL BE PLACED IN THIN LAYERS NOT EXCEEDING 6•IN LOOSE THICKNESS.CONDITIONED TO THE PROPER MOISTURE CONTENT L- GAS METER
4 CLEANING. PRIOR 10 TESTING AND TV INSPECTION, CONTRACTOR SHALL FLUSH AND CLEAN ALL SEWER PIPE AND MANHOLES AND REMOVE
AND COMPACTED TO AT LEAST 97T,RELATIVE COMPACTION ALL FOREIGN MATERIAL EDGE OF PAVEMENT {. GAG VALVE
-------- EDGE OF GRAVEL SHRFI
n. UNLESS OTHERWISE SNDWTI ON THE DRAWINGS.STRAIGHT GRADES SHALL RE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH 5. LEAKAGE TESTING. SANITARY SEWER PIPE AND APPURTENANCES SHALL BE TESTED FOR LEAKAGE BY CONTRACTOR. LEAKAGE TESTS SHALL EDGE OF CONCRETE THEE CONIFER (SIZE AS NOTED) 1.,�
CONTOUR LINES SHOWN BE COMPLETED PER MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS AND CITY OF BOZEMAN MODIFICATIONS. TREE DECIDUOUS (SIZE AS NOTED) El.�'
EDGE OF BUILDING _
12. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, GAS VALVES, WATER VALVES AND SIMILAR STRUCTURES SHALL BE 1.1'11LEColl AU1i LANE
AOJU STED TO MATCH FINISH GRADE OF THE PAVEMENT, SIDEWALK, OR LANDSCAPED AREA WHEREIN THEY LIE. 6. TV INSPECTION. UPON COMPLETION OF ALL SEWER CONSTRUCTION, TESTING AND REPAIR, THE CONTRACTOR SHALL CONDUCT A COLOR TV
ACCEPTANCE INSPECTION OF ALL MAINLINES. THE TV INSPECTION SHALL BE CONDUCTED BY THE CITY OF BOZEMAN. SUFFICIENT WATER TO GRNF.RkL
REVEAL LOW AREAS OR REVERSE GRADES SHALL BE DISCHARGED INTO THE PIPE IMMEDIATELY PRIOR TO INITIATION OF THE TV INSPECTION. THE
UNLESS OTHERWISE SHOWN ON THE DRAVANGS,NO CUT OR FILL SLOPES SHALL BE CONSTRUCTED STEEPER THAN 4H'IV VHS TAPE AND
N WRITTEN
REPORT SMALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE CONTRACTOR SHALL COORDINATE AND PAY ALL AS-BUTL i 1-132
HST
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SEE SITE DEVELOPMENT RT\ 7
DRAWINGS \ \ @O✓
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o
\� FUTURE PROPOSLu 4" PROPOSED B" DIP -
1, I RCP STORM DRAIN WATER MAIN 1 \ \
w w w w w-w w w w w w w-w w 0A w w w w w w w w w w w w
EXIST 9" SEWER MARJ _ _ _ _ _ _ 30' WIDE SEWER AND WATER EASEMENT _
MIN.
_ 10.3' 12+00 13+0 S-5 s-sl--s-s-¢-f-sT' a
10400
s s \ — - I
.=i I 1 ss "�0° s-s--�s-s-s s-�s-s-s-s-s s s
T IT
Q ----- �- - - - - - STA. 11+00.00 - - - - - - - - - _ \STA. 14+15.32 \ \
-I STA. 10+00.0 CL SMH �11 PROPOSED 8" CL SMH �/2 \
REMOVE EXISTING PLUG AND RIM 4828.61 SAN. SEWER \
W STA. 9+70.5 _ _ RIM 4835.54
i -CONNECT TO EXISTING 8" SDR- - - - N 4
CF] EXIST. SMH \ 9
rll 35 PVC SANITARY SEWER MAIN _
I-- INV. 4818.79 - -- - - \
STA, 13+24-00, 17.5 RT STA. 13+4" S 1 ER RT c""s a •
r,r I I 4' SS. SERVICE \ e&+mu rc
- 4" S-S. SERVICE
.., 1\/ STA. ,4+07.78, 18.1 RT \ �
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5 �
S._. SERVICE asco
LL, I I - - ®\ DRAWN BY: RFC
I' II REVIEWED BY, CGB
PROJECT ENGINEER:kII
SANITARY SEVER MAIN PLAN
"SIGNED BY: RFC
HORZ. SCALE: 1" = 20'
SCALI
�n
O
z �
N
4840 4840
• +a W
a =
4834 4838
FINISHED ROADWAY SURFACE W p
V J�
4836 4836 � W
o _ 1 `o
4834 O _ - _ - 4834
00 - STA. 14+07.78
+ -.6 FUTURE FINISHED GRADE
N 4828,07 INV.i829-47�
4832 z
FIT ISHED GRADE - - - 4" S.S, SERVICE, RT. - 4832
. V+ `
s _ 51 A. 13+89.32
4830 - - ------- -- -- -- - - - �d� -
--- -- - -- -- - -- - -- 4827,58 INV. `,
EXISTING GROUND- STA. 13+24.00 4" S.S. SERVICE, RT. 4630
_ - 4825.98 INV -48-p6-}5-�
m 4828 - - i , 4" S.S. SE VICE, kL _ --- 4828
r
m � _
4g26 - - I PROPOSED WATEP. MAIN S A 14+1`B0 4826
O (11' OFFSET) 35 PVC. L'3t6 LF INV- 48 48?8.59
Z 4824 _ 8 �'DR - 4824
44% ^�J
4822 FUTURE PROPOSED-24" i S-2.
E ISTING 8" 5DR 35 PVC RCP STORM DRAIN 4 .y
S kNITARY SEWER MAIN 4820 hr_'1 x
4820 .00� -__ _ _- _ - - - -- - - NOTE: wF-�8" SDR 35 PVC, L-100-0 LF _
_ POTHOLE VERIFY DEPTHS AND �-+ r: t-
4818 S=1.00% - - ---LOCATIONS OF ALL EXISTING 4818 F-+ S+ .p
STA. 10+97.58 STA. 11+02.41 UTILITIES PRIOR TO CONSTRUCTION. V 5 �x
INV. 4848..78- INV.i81$:8!} IF CONFLICTS ARE FOUND, n
4816 STA. 10400.0 4819.79 4619.89 IMMEDIATELY CONTACT ENGINEER 4816
REMOVE EXISTING PLUG AND PRIOR TO CONTINUING WORK
4e14 CONNECT TO EXISTING 8". 5DR -- a81a �+
35 PVC SANITARY SEWER MAIN v O
rq
INV. 481-}89 , K o
4812 4818.79 - - 4812
FINISHED GROUND ELEVATION PROPOSED PIPE INVERT ELEVATION V
4610 r - --- -- - 4810 P" "-
N n On .O m e N N C a h Orn
p e
p e rn n m a ,n
� N pN N N N f O N ✓1 N n N n N n N n N n N n � raj N -Im wx
W pp1dldpp;J t0 10 RI(T�YIpJ m aD W R] 00 W [O m 00 m IT�T�Vlq//(O o TT��11 fD 0] 00 (O[r(f1,D oD((((((YYYYYYpppppp W W(1♦p cp
10+00 11+00 12+00 `AS-BUILT INVERT ELEVATION 13+00 14100 14+25 SHEET
C-3.0
SANITARY SENYER VAIN PROFILE II 11.1 c0-1-TAGE LAN
HORZ. SCALE: 1" = 20' 7 'j` SANITARY-SEWER
VERT� SCALE: 1" = 4' AS
-B�.�IT 1 ••ROJECT: I1-132
SATE= JULY 2013
m
� r
O
BACKFILL(AROUND HYDRANT
a III TO BURY LINE A MINIMUM - \ 'o-
n
V
OF 3' IN ALL DIRECTIONS \ RO STA, 14+43.33
\ REMOVE
PLUG
CONNECT
TO
T STA, V +O . P STA- 12+24.34, 17.0' LT \ \ 'E'Oq EXIST 8" . 6" TEE
R (((„
E 0 E END CA A ND _ J _ HYDRANT ASSEMBLY L
1
CONNECT TO EXIST, WATER BURY LINE EL. 4832.04 STA. 12+38.04 PROPOSED 8' CI
WITH 8" GATE VALVE �I 8" GATE VALVE WATER MAIN \ \ \ \
—4 - - - - - - — — — — — — — -- — —
— - - J L - - - - - - - - - -
�I PROPOSED 24" RCP I I
STORM DRAIN 11+00 12+00 1 13+00 \ 14.00 \ w a
W-`W�—M—�w—W—W—w+--"-W—w—W— w—w W w-F—w---i-F++�1-- W— W ��w W w—w I—W—W w
EXIST. 8" DIP _ - _ \ -•STA. 14.41-38 _
WATER MAIN �T� 11' MIN. 30' WIDE SEWER AND WATER EASEMENT I \ B" GATE VALVE
0.3' _
TA 14+
5 -5-5=5--5 5s 5 -5 =5—5 S 5 5 5 --5-5-5 - 5 S - 5 5 5-5 �Ss- 5 45' BEND
\ I
- --t- - STA. 14+14.53 \ CA
l�. __ ___ - 11.25' BENDSTA. 9+59.42 1-f PROPOSED ROADWAY AND - 1 \EXIST 8" CROSS L� PROPOSED 8" PARKWG IMPROVEMENTS1 L SAN. SEWER \ \L-1 SEE SITE DEVELOPMENTDRAWINGSSTA. 13+92.23, 28.5' RT
1 y2" WATER SERVICE
STA. 13+26,91P28.5' R TYPE "K" COPPER
I j'" WATE CURB STOP EL- 4827,70
2
TYPE "K" COPPER LRAIVN BY. RFC
CURB STOP EL. 4827.75 REVIEWED BY: CGB
STA. 14+14.50, 28.5' RT /
I }C2" WATER SERVICE J PROJECT ENGINEER:RFC
WATER MAIN PLAN MAINTAIN POSITIVE GRADE OF TYPE "K" COPPER DESIGNED BY:RF7
WATER SERVICE TO ALLOW CURB STOP EL. 4828.10
HORZ. SCALE' 1" = 20' DRAINAGE FROM CURB STOP
BACK TO WATER MAIN
scAt.t:
U III 26
H
W
s
OU W
W � q
H C�
4840 4840
4838 i I _ 4838
FINISHED ROADWAY SURFACE
483E - o u°'i - --- 4836
4834 N N
-
' _- - -- - -`---- - -..-a � d - -�_ d' 4834
STA. 10+D0.00
F ND CAP AND UI ORE PAVED FINISH(-D GRADE o O z
4832 CONNECTREMOVE ETO EXISTING WATER n m� m
MAIN N11F1 B" GATE VALVE m + + + k' D WATER 4832 r
r INV_ 4829.56 4820.71 RNISHED GRAVEL GRADE d� iO N MAINTAIN 6" CLEARANCE _ a N 'a <
< 4830 - -- EXISTING GROUND 1 I- n- - - -- c+ w BETWEEN WATER SERVICE d z --- r Z c� - MAIN
VERIFY-INV, ELEVATION PRIOR-- d �-0 ¢Z ---<z��_ 4630
➢ TO CONSTRUCTION d w m _ N AND SANITARY SEWER MAIN N
a 4828 _ - _ _ / N ,v _ 3 - 3 4828 w 0
PROPOSED 8" C 51
4826 _ _ r - - 01 WATER LI E -- i=. '�� t; m - - STA. 14+08.3T7 4826 = �'
PROPOSE) 24' RCP
_ 4827 56 INV. 4827.4 -_
4824 EX
XWATE NOTE-I STORM DRAIN 6 5'I MINIMUM_ COVER _. - I WTR SERVICE RT. 4824 = ^
33
LINE POTHOLE VERIFY DEPTHS AND STA. 14+43.UG �" J
LOCATIONS OF ALL EXISTING
REMOVE EXIST. PLUG :� Q
4822 - - CONNECT T0�EXIST._O mot-6"TEE - 4822 N
18" MIN. SEPARATION PROPOSED B" SAfl1TARY UTILITIES PRIOR TO CONSTRUCTION. WI 12" LONG SPOOL.
- - - SEWER MAIN IF CONFLICTS ARE FOUND, I �
(11' OFFSET IMMEDIATELY CONTACT ENGINEER IN ALL 8" GATE VALVE _
4820 -- -- --- -• -- - - - - - - - �- - - PRIOR TO CONTINUING WORK �887 4827.70 4820 `C
_ DEFLEC? PIPE AT NEAREST JOINT FINISHED GROUND ELEVATION t7f-p'PEINVERT ELEVATION VERIFY INV 'ELEVATION PRI 0 CONSTRUCTIONM48t8 MAX. DEFLECTION PER JOINT OF 3• Of OF PIPE AS-BUILT ELEVATION CITY AND INSPECTOR TO INSPECT PRIOR TO BACKFILL - J
481 _8
`r(]1{}yl,1 r r�tly{LL'I �(LYM11 F r O r n �yy/Mp,'N m I'lx1}M,-'
W m N m O N O N O m ry(}I N mi m m m m m m tQ 0D �CQ-0 m N N t�N 10 w .0 W m 10 w -0 w
0 m m m'I m u0 m m m m m m OOTTPP m TT C TT TT fo�pp TTT T TT
0,00 11 00 z+Du 13�00 00 14+75 SH F.FT
WATER MAIN PROFILE' C4.0
HORZ. SCALE: 1" = 20' 1.111'LF Co FTAGT3 LANE:
VERT. SCALE: 1" = 4'
��jj
7 T _ WA'1'I:K MAI1'
AS-B�J PROJECT, 1 1-132
]ATE'. JULY 2013
FRAME AND COVER TO BE EITHER D&L A-1172 WITH I" COVER, MCI 305 FRAME, GREEN STEEL POST
AT END OF SERVICE 7 a m
305A COVER, OR IFCO 772 FRAME, 772-8 COVER, OR DEFTER 1025.
COVERS SHALL HAVE TWO 1" PICK HOLES-
,-PROPERTY o
L7^ LINE OR
NOTE' EASEMENT �
ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE RING & LINE x
ADJUSTABLE RINGS TOP SECTION, AND AROUND SEWER PIPE INTO MANHOLE SHALL BE 5 1/2 BOULEVARD LINE z 4
:` MIN., t2" MAX, AI (Typ.) WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT a a
WATERTIGHT JOINTING MATERIAL SHALL BE "RA -NEK" DR EQUAL 4 SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM OF 12" FROM ¢
FOR ALL JOINTS EXCEPT BETWCCN SEWER PIPE AND MANHOLE WALL THE EDGE OF THE TRENCH OPENING. WHERE NEAT LINE IS LESS o
STREET SURFACE GROUND SURFACE THAN 3' FROM THE EXISTING PAVEMENT OR CURB AND GUTTER
ry 11 5' SIDEWALK SECTION, REMOVE ANBD REPLACE ENTIRE PAVEMENT SECTION BETWEEN
(TYP.) I TRENCH AND EDGE OF PAVEMENT
2-0. 5"
5" PRECAST REINFORCED CONCRETE MANHOLE RISER
4-O• AND ECCENTRIC CONE TOP MANUFACTURED IN - ` *c+"' -
ACCORDANCE WITH ASTM DESIGNATION C-478. 1'-� 2 5' EXITING STREET
r MANHOLE COMPACTED dACKFILI SURFACE ui
/ STEPS AT (TYP.) (SEE SPECS.) { ,,,"-1 CRUSHED ROCK o
/ 16" CENTERS -J. `(tt`P)
- - GROUT 1NVER1 TO SPRWCLWE f� 11.5' 8' _ w
OF PIPE IF GAP BETWEEN ;Yir 1 (TYPICAL EXCEPT IN SPECIAL N
C
PIPE AND CHANNEL IS CIRCUMSTANCES WHERE CITY HAS
GREATER THAN 1/8' APPROVED ALTERNATE LOCATIONS)
.[- (MIN.) PRE—CAST CHANNEL INSTALL DETECTABLE WARNING �
(MIN,) FLOWLINE IAPE 18"MAX.DEPTH
VARIABLE _ -
C _9 SHELF—SLOPE I'PER TYPE "A' Z
12'MAx (TYPICAL I FOOT TOWARD CHANNEL' 2" X 2" TRENCH BACKFILL
FUR POURED— 1 SEE CHANNEL DETAIL WOOD
IN-FLAG[RASES) MARKER
SERVICE LINE. SLOPE = 1/4"
FLEXIBLE GASKETED JOINT (TYPICAL SLOPING, BENCHING OR
_ FOR PRECAST BASES - SEE DETAIL) 45' ELBQW, PER FOOT MIN., 1/2" PER FOOT SUPPORT SYSTEMS IN THIS q
A \ r< MAX. AREA TO CONFORM TO
O.S.H A. REGULATIONS
LAPIS G
CTwJY£J_=CA Cr PIPE CSEWER MAIN yf
f v r
- \ ,, TYPE I BEDDING P-ACED 6.
A `-PRECAST OR POURED-IN-PLACE BASE. \ 'f�J' � IN 6' MAX LAYERS
POURED-IN-PLACE BASE, MINIMUM AND COMPACTED THOROUGHLY SELECT TYPE I BEDDING
N4 BARS - 1'-0" O.C. CONCRETE THICKNESS BELOW PIPE IS / MATERIAL PLACED IN 6"
IN LINE WYE FITTING FOR PLUG
5'-4" DIA- B INCHES, PRECAST BASE. MINIMUM , -♦7 /J, _ ; LAYERS AND COMPACTED .AS DRAWN BY RFC
THICKNESS IS 6 INCHES. ALL BASES V/ NEW INSTALLATIONS. .?.<' SPECIFIED IN SECTION 02221.
I (MIN) REINFORCED AS SHOWN. \`i A� SADDLE FITTINGS ALLOWED REVIEWED BY:CGS
FOR EXISTING INSTALLATIONS TYPE 2 PIPE BEDDING 4" 'ROJECI ENGINEER:RFC
ONLY UPON APPROVAL OF WHERE REQUIRED FOR
RADIUS OF CITY OF BOZEMAN SEWER SOFT OR UNSTABLE FOUNDATION DESIGNED Hy.CGB
SLOPE AT 1" PER FOOT. MANHOLE OMPACTED SUBGRAOE
DEPARTMENT, � TRENCH WIDTH=
f.
CHANNEL TO FULL --� G.D, OF PIPE i 2'
PIPE DEPTH \ IQTF- MIN. TRENCH WIDTH-3.5•
STORM DRAIN MANHOLES SHALL NOT HAVE
FORMED CHANNELS AND THE LOWEST PIPE
INVERT SHALL BE 9" HIGHER THAN BOTTOM OF SERVICE INVERT NO 'SEE 0.$.HA. CONSTRUCTION STANDARDS FOR EXCAVATION',
DIA. OF MANHOLE. LOWER THAN SPRING
SEWER PIPE
LINE OF SEWER MAIN
FOR WYE FITTINGS.
SECTION A—A . DETAIL
1 DETAIL �I DETAIL 15'° TYPICAL UT L T2iT RFNCH r�
cs.D SANITARY SEWER SERVICE LINE
C cs.D SANITARY SEWER MANHOLE C O.B. STD, DWG. NO. 02730-2
C.O.B. S I D, DWG, NO. 02720-3
p 8' MAX e-
f
3' MIN.
TO BACK OF CURB �. Z
STEEL POST MARKER
PAINTED BLUE FRAME ANU COVER TO BE EITHER D & L A-1172 WITH i" COVER, MC'.
STANDARD CASTING & COVER. 305 FRAME, 305A COVER, OR IFCO 772 FRAME. 772-B COVER OR
5.5' BOULEVARD PROPERTY LINE CR \ DEETER 1025. COVERS SHALL HAVE TWO 1" PICK HOLES, U
INSTALL PLUMB WITH PUMBER (TYR) EASEMENT LINE T..H
NOZZLE FACING STREET- \ NEW HYDRANT, STREET 5' SIDEWALK FTl ,�. �'
MUEILER SUPER SURFACE (TYP) GROUND SURFACE 4 FLAI SLAB COVER
CENTURION 250 1L CURB BOX
ADJUSTABLE RINGS, / W
2" MIN., 12" MAX. � L
1 MIN. 4'- 0" CLEAR ALL 2.5' L�
11 5' (TYP) NOTE: ALL JOINTS BETWEEN MANHOLE r„t
AROUND (TREES, HEDGES, _ SECTIONS, MANHOLE RING & TOP SECTION,
PROVIDE 5 STATIONARY
ELEVATIONS AS SHOWN �� BUSHES. ETG.j � - AND AROUND SEWER PIPE INTO MANHOLE 14
;j) ROD IN ALL CURB BOXES -� SHALL BE WATER- TIGHT. JOINTING
ON FLANS OR GRADE
-� = ADJUSTABLE SCREW �24' OR
ABOVE 10F OF CURB GRADE TYPE VALVE BOX NO COUPLINGS OR OTHER JOINTS ALLOWED ON SERVICE PIPE FROM N 27" OPENING MATERIAL SHALL BE "RAM-NEK" OR EQUAL
WITH LID CORP. STOP TO CURB STOP FOR 3/4" AND 1" SERVICES, STRAIGHT 6 5' MIN. o FOR ALL JOINTS EXCEPT BETWEEN SEWER
COPPER PIPE SHALL BE USED FOR 1 1/2" AND 2" SERVICES COVER n PIPE AND MANHOLE WALL.
GROUND LINE
8' _ MANHOLE STEPS AT
TAP 8r 07/1RICIOt (TYPICAL EXCEPT IN SPECIAL cJ 3 16" CENTERS
t�l. 1 CIRCUMSTANCES WHERE
CITY HAS V) PRECAST REINFORCED CONCRETE
UNDISTURBED tiEE DETAIL' 1- �'I APPROVED ALTERNATE LOCATION) F � MANHOLE RISER AND COVER
EARTH W NV ASTM MANUFACTURED ACCORDANCE
C 47 . WITH
BELOW
6.5' MIN. WATER MAIN ` VJI a h, -'O �7
COVER CURB STOPImz
Fe T�
V NN N
BASE MATERIAL a AS REQUIRED
`CONCRETE
THRUST
BLOCK SELECT MATERIAL BACKFILL AREA I^ CUTOUTS AS F r- � �d
7 n C�TO MAIN LINE
��- CORPORATION STOP (SEE SP REQUIRED
ECIFICATIONS) W o
m
DETAIL OF A PROPERLY " x r
INSTALLED CORPORATION SERVICE PIPE
JOINT AS REQUIRED FOR STOP. TAP MAIN AT -_ SIZE PER PLAN -
PIPE SPECIFIED SPRINGLINE.
(X, 6 MIN.
MIN, 1/2 CUBIC YARD WASKI, GRAVEL NEW 6" AUXILIARY GATE VALVE
TRENCH BOTTOM
FLANGE JOINT 1
-MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK GENERA NOTES: 1- II\ -
I. WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 FOOT COVER MEASURED FROM THE EXISTING GROUND SURFACE. PRECAST OR POURED-IN-PLACE
EXCEPT THAT COVER SHALL BE MEASURED FROM LENTER LINE STREET GRADE WHEN SERVICE LINES ARE LAID TO A BASE, POURED-IN-PLACE BASE. -
STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER SERVICE LINES SHALL HAVE A MAXIMUM 7 112 FOCT COVER Al CURB MINIMUM CONCRETE THICKNESS tiHFET
DETAIL_\ �7TT+ STOP. BELOW PIPE IS 8 INCHES
i \ AIL 2. WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED. PRECAST BASE, MINIMUM = CS.O
// 3. BEDDING SHALL BE I" DIA. MAXIMUM WITHIN 6" OF SERVICE PIPE. THICKNESS IS 6 INCHES.
isD HYDRANT
C.D.B, STD. DWG. N0. 0256U-4 4. INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN OFF-POSITION 6 DETAIL ITF.TAILS
C 0.8.
5 DETAIL cs.D s?ORMVRAIN MANHOLE IT'1'LE COTTAGE
NI. c
cs.H WATER SERVICE LINE AS BUILD rRo IECT „-,3z
C.0.6. STD. DWG. NO. 02660-6 147E JULY 2013