HomeMy WebLinkAboutSpringhill Presbyterian Church SPRINGHILL PRESBYTERIAN CHURCH
STREETS, WATER AND SANITARY SEWER
IMPROVEMENTS
AS- BUILTS F
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LEGEND
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fr--4770--- CONTOUR (EXIST) ■ FOUND MONUMENT AS NOTED rn
—4770— CONTOUR (PROP) • FOUND REBAR AS NOTED .l
— — PROPERTY LINE CONTROL POINT SHEET INDEX
EASEMENT LINE BENCHMARK Toole St.- = �,
—"— FENCE (EXIST) C5 SEWER MANHOLE (PROP) vI o
W
a SHEET NO. DESCRIPTION
—s— SEWER MAIN (PROP) `-� SEWER MANHOLE (EXIST) LL TJW
— ss — SEWER SERVICE (PROP) (� SEWER CLCANOUT ° L.,
aiC0.1 GENERAL NOTES AND LEGEND! >
WATER VALVE (PROP) T' rrysc:;:.. a C2.0 ROADWAY IMPROVEMENTS
—s SEWER MAIN (EXIST)
— ss — WATER VALVE (EXIST) ;j of L°� C3.0 SANITARY SEWER MAIN PLAN AND PROFILE
SEWER SERVICE (EXIST) _� w o�
— W WATER MAIN PROP .i• FIRE HYDRANT (PROP) -ri, 7 �, o C3-7 SANITARY SEWER SERVICE B PLAN AND PROFILE
(PROP) C s o d'
WS WATER SERVICE (PROP) FIRE HYDRANT (EXIST) p i V! �� C4.0 - C4.2 WATER MAIN 'A PLAN AND PROFILE
[s) CURB STOP (PROP) Broodwater J C4.3 WATER MAIN "B" PLAN AND PROFILE
— W WATER MAIN (EXIST) �� p pruce'
CURB STOP EXIST Meadow C5.0 SEWER AND WATER DETAILS
N
— Ws — WATER SERVICE (EXIST) .� ( ) U� Babcock St. � - -- ��
----- STORM DRAIN (PROP) Ow WATER WELL (EXIST) __ - -- - -- ---- ��- ~) p
v STREET SIGN nQ
so STORM DRAIN (EXIST) > 111III w
0 LIGHT POLE 0 I
—OHP— OVERHEAD POWER POWER POLE I w
Up — UNDERGROUND POWER PROJECT c
c- GUY ANCHOR 0 0 y; a
TELEPHONE ITS ELECTRICAL PEDESTAL LOCATION
GAS— GAS ILi ELECTRICAL METER
— ROAD CENTERLINE (�!.
TELEPHONE PEDESTAL
ROAD OF P
EDGE OF PAVEMENT ."y GAS METER ; o IL r z
- GAS VALVE, umpclrt cn Or- I 0 IDII
EDGE OF GRAVEL
TREE CONIFER (SIZE AS NOTED) - r
EDGE OF CONCRETE
EDGE Of BUILDING !:L� TREE DECIDUOUS (SIZE AS NOTFO) Fallon St.
r-Ginella Way
Valley Commons Dr.
HLliffnP Ln. (U.S. 191 )
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VICINITY MAP
STS
CIVIL ENGINEERING BY: APPLICANT: ;
VI.ADISON ENGINEERING SPRINGHILL, PRESBYTERIAN Know what's below.
Call 811 before you dig.
895 TECHNOLOGY BOULEVARD, SUITE 203 CHURCH
BOZEMAN, MT 59718
(406) 58b-�02b2 (406) 586-574t) FAX BOZEMAN,
WEST MAIN STREET#20S
BOZEMAN, MT 59715
7777AS-BUlLT
COVER SHEET
GENERAL CONSTRUCTION NOTES
GRADING, PAVING&DRAINAGE.
a
1. UNLESS OTHERWISE NOTED, A GRADING, ROCKING AND PAVING SHALL CONFORM TO MONTANA PUBLIC WORKS i ----- ----- - -- - ----------- ----- - --- - ----------- ------ ---- ------------- ------ -- - 'II I w
STANDARDDARDC SPECIFICATIONS, MUST CURRENT ADOPTED EDITION, NTH CITY OF BOZEMAN MODIFICATIONS. � I j n II I �
2 CONTRACTOR SHALL PREPARE AND PROCURE A DEC STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND _ _- ------ _------ ---------------------------------- --- - _---- _
CITY OF BOZEMAN STORM WATER MANAGEMENT PERMIT n11
3. CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO INSURE THAT PUBLIC AND K�p•�S'1T e�
i PRIVATE I�---
E $TREE 5 AND PARKING LOTS ARE KEPT CLEAN OF MUD, OUST OR DEBRIS DUST ABATEMENT SHALL BE � ,zlo,os
MAINTAINED BY ADEOUATE WATERING OF THE SITE BY THE CONTRACTOR TO SUBSTANTIALLY LIMIT DUST FROM THE
CONSTRUCTION SITE UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR ALLOW CONSTRUCTION DEBRIS, MUD OR
- - ---- ---------- ------ ----GRAVELS TO BE LEFT ON THE STREETS OVER NIGHT-
-7-—---_----- - ----_ -- -- --_----- -- -- - -- -E-
-- _ '�p
4. CLEAR AND GRUB WITHIN WORK LIMITS SHOWN ON THE DRAWINGS ALL SURFACE VEGETATION, TREES, STUMPS, I
-11i JJJI �" t�l
BRUSH,RO01<_, ETC STRIP WORK LIMITS, REMOVING ALL ORGANIC MATTER WHICH CANNOT BE COMPACTED NTO A
STABLE MASS ALL BRUSH AND DEBRIS ASSOCIATED WITH CLEARING, STRIPPING OR GRADING SHALL BE REMOVED AND z z
DISPOSED OF OFF-SITE I - - -
V
5. FOLLOWING STRIPPING OPERATIONS, SUBGRADE SHALL BE COMPACTED PER GEOTECHNICAL REPORT SPECIFICATIONS. �
TIE NO REPORT IS AVAILABLE SUBGRADE SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY AT PLUS OR
MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER AStM D-698 TEST METHOD(STANDARD PROCTOR)
- BENCHMARK
6, SUBGRADE SHAH BE PROOF ROLLED AND SOFT AREAS SHALL BE OVER-EXCAVATED AND REPLACED WITH ARROW'BOLT 11'11 m
STRUCTURAL FILL SUBGRADE MUST BE INSPECTED AND APPROVED BY THE OWNFR'S REPRESENTATIVE PRIOR TO z - /� I,'dl
S I•LF V=4775,52 C.O.B. I a
PLACING EMBANKMENTS.ENGINEERED FILLS OR FINE GRACING FOR BASE ROCK.
7. ALL TILLS SHALL BF. ENGINEERED EXCEPT FOR FILLS LESS THAN tA-INCHES IN DEPTH WHICH ARE LOCATED o
OUT,
THE PUBLIC RIGHT-OF-WAY, BUILDING PADS, PARKING LOTS OR OTHER AREAS TO BE IMPROVED ENGINEERED a / -- I� 'I'
FILLS SHALL BE CONSTRUCTED IN LIFTS NO GREATER THAN 8-INCHES OVER APPROVED SUBGRADE. EACH LIFT SHALL 4' /
BE COMPACTED PER GEOTECHNCIAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE EACH LIFT SHALL BE I ,'RCPOSED 6'FIRE SERICE LINE
COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE
CONTENT PER ASTM D-698 TEST METHOD(STANDARD PROCTOR)
8. SUB BASE AND CRUSHED BASE ROCK SHALL CONFORM TO THE REQUIREMENTS OF SECTION 02234 SUB BASE 'pff, 7 _ �1 &JUE- +Y
( ' \ +••.� �/`J ' 1 •I•O \ III i� I_ Ili MIOEW
COURSE)AND SECTION 02235(CRUSHED BASE COURSE) MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS(MPWSS). /� - 74•s, > -lf 1 1 A a,ou+�
.� PROPOSED 2•WATER SERVICE
1-
COMPACT SUB BASE AND CRUSHED BASE ROCK PER CEOTECHNIC AL REPORT SPECIFICATIONS. IF NO REPORT IS / / \� 9Y ) V
AVAILABLE COMPACT TO 95%Of THE MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM I _ > I,�
MOISTURE CONTENT PEk ASTM D-698 TEST METHOD(STANDARD PROCTOR). _ ( /� �e •�. �' - (III f)
_ I'
BENCHMARK \y / � V' PROPOSED 6'SAN SEWER SERICE B I HOT TAP EXISTING 12'WATER MAIry
��
4 A C PAVEMENT SHALL CONFORM TO SECTION 02511)(ASPHALT CONCRETE PAVEMENT)MPWSS FOR IYPE B MIX. CF` -� 7�SHEET C3-1 CONNECT TO EXISTING SEWER STUB �1
A.C. PAVEMENT SHALL BE COMPACTED PER GEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT I$AVAILABLE ARROW BOLE \ b/ �• f PROPOSED 4-SAN.SEWER SERVICE( r 1 4AWN 9) P.FC
COMPACT A.C. PAVEMENT TO A MINIMUM OF 92%OF THE THEORETICAI.MAXIMUM RICE SPECIFIC GRAVITY I ELEV 477636 �.`\ lam- \ \i Q(,�; -` . \ <�PR-11111)B'WATER MAIN-A-,SHEET C4.2 it i��+ REVIEWED BY, CGB
,PROPOSED 8'SEWER MAIN 541EET C3.0. II' 111
10- PIPE BEDDING AND BACKFI I ALL PIPES SHALL BE BEDDED WITH MINIMUM 4•INCHES OF TYPE 1 PIPE BEDDING \ 'D \ _ t + -� � ',�" I II. ( PROJECT ENGINEEF -FC
AND BACKFILLED WITH THE SAME MATERIAL A MINIMUM OF 6-INCHES OVER THE TOP OF THE PIPE PER CITY OF O > -- -. - _
BOZEMAN STANDARD DETAIL 02221-T. PIPE BEDDING AND TRENCH BACKFILL SHALT. BE PLACED IN THIN LAYERS NOT PROPOSED 8'WATER MAIN 'B'. /T �� Q \\Ni I - -- - L� DESIGNED B1'. RF-
SHEET C4-3 •/ /�/ PROPOSED FIR HYDRANTS _ _ 11A -�— 9 6 5 r- S -I
EXCEEDING 6" IN LOOSE THICKNESS, CONDITIONED TO THE PROPER MOISTURE CONTENT AND COMPACTED TO AT LEAST ' �� - Q T I� �
979.RELATIVE COMPACTION- ( + "6z _I �J, �� II. /�.. w_ W w '—ice_ w I-41 EW lL_ �• �)
-+-
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__ I 11. UNLESS OTHERWISE SHOWN ON THE DRAWINGS. STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRACE
VATIOTIO NS AND/OR FINISH CONTOUR LINES SHOWN.ELE PROPOSED -\ • .\' PROPOSED PARKING LOT AND SITE WORK
TEE WITH - _ J II'14
I PLUG FOR FUTURE CONNECTION \ _ I - - !-I - I 0
12 ALL EXISTING OR CONSTRUCTED MANHOLES. CLEANOUTS, MONUMENTS,GAS VALVES. WATER VALVES AND SIMILAR ( \4. - 11, W
( \
STRUCTURES SHALL BE ADJUSTED TO MATCH FINISH GRADE OF THE PAVEMEN', SIDEWALK, OR 1ANDSCAPFD AREA _ ; PROPOSED B'WATER MAIN A',SHEET C4.1
WHEREIN TI IEf UE �� \\ -i _
Yr-
END
I, I
13. UNLESS OTHERWISE SHOWN ON THE DRAWINGS,NO CUT OR FILL SLOPES SHALL BE CONSTRUCTED STEEPER THAN \\\+•` I - I I II I Y� W
aH:ly. FUTURE PARKING LOT AND SITE
\ ----- _ y
14. IF DIRECTED ON THE DRAWINGS, ALL PLANTER AREAS SHALL BE BACKFILLED WITH APPROVED TOP SOIL MINIMUM G'• - -
FHI CK. 5"TRIPPING MATERIALS SHALL NOT BE USED FOR PLANTER DACKFILL, UNLESS ALLOWED BY THE OWNER. \' \\` w w _ w —Iw ,eFz,x- o,3- ___-________r �_�u
PROPOSED 8' WATER MAIN 'B', \ I 0
SHEET C4.3 __-- I PROPOSED FIRE HYDRANT 11
15. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WISH ENGINEER TO ASSURE COMPACTION TESTING IS COMPLETED u I I II
IN ACCORDANCE WITH CITY STANDARDS. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED- I I I 1 F$•I -'
BENCHMARK
+ �-1
ARROW BOLT I I I IIi I 'll �(�
CURBSk T,��,qO WA KS F.I,FV-477934
1. UNLESS OTHERWISE SHOWN OR INDICATED 0T4 THE DRAWINGS,G-INCHES NOMINAL CURB EXPOSURE SHALL BE FOR ALL 114`1 E I � {M� ID �•+
CURBING- I I I s^
\ I I I PROPOSED 8'WATER MAIN'A',SHEET C4.0
2. CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS. STALLS AND SIGNAGE IN ACCORDANCE WISH CURRENT ADA
AND LOCAL REOUIRMLNTS. \ I I I l
G
3- SIDEWALKS SHALL BE A MINIMUM OF 4-INCHES THICK. ALL SIDEWALKS SHALL BE CONSTRUCTED USING 4,000 PSI
CONCRETE. SIDEWALKS ADJACENT TO PUBLIC AREAS, SUCH AS PARKS AND OPEN SPACES, SHALL BE A WNUMIM OF 'E III
6-INCHES TUCK.
4 CONTRACTOR IS RESPONSIBLE FOR COORDINATING Nt TH ENGINEER TO ASSURE CONCRETE TESTING IS COMPLETED IN it I. I h-'•i FtI
`I )
ACCORDANCE WITH CITY STANDARDS. A MINIMUM OF 24 HOURS NOTICE 6 REOWRED. \ I I �/•.
WATERI I I 1 LJ
�I AI
I UNLESS OTHERWISE SPECIFIED, WATER MAIN SHALL BE CLASS 51 DUCTILE IRON IN CONFORMANCE WITH AWWA C151
WATER SERVICES SHALL BE COPPER, TYPE K ANNEALED PIPE MEETING AWWA STANDARD CBI. ALL OTHER APPURTENANCES I �1
AND INSTALLATION TO CONFORM TO MDEO AND THE CITY OF BOZEMAN SPECIFICATIONS. A
I 1
i
2 Y FORCES TO OPERATE ALL VALVES, INCLUDING FIRE HYDRANTS, ON EXISTING AND PROPOSED PUBLIC MAINS
A
VLVES CIT CIOR SMALL NOTIFY THE CITY WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO REQUIRING THE OPERATION OF
C
•I I
J/
3, CONTRACTOR SHALL NOTIFY THE CITY WATER DEPARTMENT A MINIMUM OF 24 HOURS(ONE BUSINESS DAY)PRIOR TO I I ! III III I r h
BEGIN WORK.
4. ALL NEW, CLEANED OR REPAIRED WATER MAINS SHALL BE RUSHEE, DISINFECTED AND TFSTED IN ACCORDANCE WITH
AWWA STANDARD C651, AND CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER
5. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WASH ENGINEER 70 ASSURE PRESSURE AND BACT-T TESTING 15 I I I 1 W .r•, ('+
COMPLETED IN ACCORDANCE WITH CI-Y STANDARDS. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED. \ I 11 (T1 go C
1 j 7-
\ I I I I I f En �1p
SANITARY SEWER I II li HOT TAP EXISTING 12'WATER MAIN I 1 • � ,.] F En
EEL ____________ -----------
-J n
-- -------- -- r
1 UNLESS OTHERWISE SPECIFIED, SANITARY SEWER PIPE SHALL BE PVC IN CONFORMANCE WITH ASTM 0-S03a,SDR 35 �- L
ALL OTHER APPURTENANCES AND INSTALLATION TO CONFORM TO THE CITY OF BOZEMAN SPECIFICATONS. � -- ----- - LI �•
PER DEO REQUIREMENTS, CONTRACTOR SHALL HAVE SEWER INSTALLATION INSPECTED AND TESTED PER DEC AND CITY eat".lbw I C .f N
•' i
OF BOZEMAN PROCEDURES AND CERTIFIED BY A LICENSED ENGINEER. CONTRACTOR TO PROVIDE ENGINEER WITH 24(ONE - -- I .,L
BUSINESS DAY)HOURS ADVANCE NOTICE FOR INSPECTION. MANHOLE TESTING SHALL BE PERT ORMED PRIOR TO PAVING AND
FINAL SURFACE RESTORATION. �. -- - -- .�..
IiAl3COCK STREE f , - — -- - - - - - --- -- Z — J 0
3. OPENINGS FOR CONNECTIONS TO EXISTING MANHOLES AND PIPING SHALL BE MADE BY SAWCUTTING OR CORE-DRILLINGS
EXISTING MANHOLE STRUCTURE. USE OF PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED. CONNECTIONS TO BE WATERTIGHT
AND SHALI PROVIDE A SMOOT,,FLOW INTO AND THROUGH THE MANHOLE. SMALL CHIPPING HAMMERS OR SIMILAR LIGHT ---- - • /
TOOLS WHICH WILL NOT DAMAGE OR CRACK THE MANHOLE BASE MAY BE USED TO SHAPE CHANNELS OR ENLARGE EXISTING
OPENINGS IF AUTHORIZED BY THE ENGINEER.
00
4. CIFANING. PRIOR TO TESTING AND TV INSPECTION,CONTRACTOR SHALL FLUSH AND CLEAN ALL SEWER PIPE AND
MANHOLES AND REMOVE ALL FOREIGN MATERIAL.
BENC'IlMARK(NPORMATION I Slil?FT
5. LEAKAGE
TESTING
SANITARY SEWER PIPE AND APPURTENANCES SHALL BE TESTED FOR LEAKAGE BY CONTRACTOR Co.I
LEAKAGE TESTS SHALT- BE COMPLETED PER MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS AND CITY OF BOZEMAN ARROW BOLT LOCATED ON THE FIRE HYDRANT ON
MODIFCATIONS. WEST SIDE OF COT IYITONWOOD ROAD. _ ,
ELEVATION = 4775.52 CITY OF BOZEMAN DATUM - I . -I'RLNGIIII.I.CHLRCH
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 SHALT-BE CONDUCTED BY THE CITY OVERALL S11'r PLAN GENERAI.
OF BOZEMAN SUFFICIENT WATER 10 REVEAL LOW AREAS OR REVERSE GRADES SHALL BE DISCHARGED INTO THE PIPE �L•11LN7� _ Know what's beIOW. ' 7� LT
IMMEDIATELY PR10f7 TO INITIATION OF THE TV INSPECDON THE VHS TAPE AND WRITTEN REPmt SHALL BE DELIVERED TO
CBI 1811 before you dig. A S-1��f I OJECT: 7 1-109
THE OWNER'S REPRESENTATIVE CONTRACTOR SHALL COORDINATE AND PAY ALL COSTS FOR TV INSPECTION. - DEC 2015
n
IL - R = 15' a
BOUNDARY -C" q
II� 2a" CURB 4 N
Ll E
1 I
I FUTURE CURB I V y --9-5" — >
60' ,I II lot 2" ji m
ROADWAY�-�( r(T'IP.)I I 1 ��
FUTURE 5' �'. EASMENT i i a.� 4, TOPSOIL 3.R JI- IwwEl wlTMnxci�NocK-- .1 } I r�v�NssIDN Q m
REBAR }' T
SIDEWALK r I I BOULEVARO (n.P) t 4"R 4.5•, or cuke.} ar..R i` -4 —
.I I I IP 3/4" To 1' SLOPE i
N I I Ill' I 24-4 LF OF NEW 6' I 1.5' �---�— - 1 �A tx MAa. P '
0 PARKING THIS SIDE OF EASEMENT�'il, SIDEWALK MATCHED TO �- - A�
STREET/FIRE LANE" SIGN AND POST EXT'G SIDEWALK 12 ' ° a _ 5'I AI
t T`—MAv 5•SIaEYAA(*VP 7
3
r NEW ADA RAMP LAS111N I K(3 _
/ - SPILL CURB EAN�IN�I ry
1 FUTURE 5' 1 F sA wn
SIDEWALK SCALE: I" =5' ,e _ -' NEW VALLEY CUTER _
NEW CURB-� FUTURE 7-5' BOULEVARD - -- -- �.• .1 y.
CRUSHFD GRAVEL (" sEF P:/J1 rDR eLw.WpTN(n�,
0+M Ana 1+00_ I I 1+56 BASE - 3" MIN. // :5
BASE
N13W ASPHAI:I' s 1
CONCRE-rE ROAD I t
AnD1 CONCRETE S)R`AC1 Q
I ! �� v--f SUB-BASE COURSE -
�J n r
�/'
w AS REQUIRED MPs ro BE coNsrRua n 1DETECTABLE
-
� .-' _ I ED W 1 -' dPA16gH I Fow m
r�� "--' WARNING ENTISURRE WI CDYF THE RWITHAM CNE 1 .-
Cco
RING ER THE ENTIRE WIDTH Di THE RANPS.OBE
' URE Z5' BOULEVARD i� 1 �I' � T )c� r �.7\;::'S I --
�_-`"- W9TNW lR OFF THE
FLOW LINE.M MINOR�PWiT STORY DRAW'tan
EDGE OF THE DEIACTAB u/DINC EE WARMING
l M U,BE MARE THAN S'FROM ME ROW UNE
STOP SIGN THE COMPACTED 5U8GRADE nTPlau IacATIOHI
REINFO
I� FUTURE 5' � x�' � 1 & POST
( fIBEAAIESH"ADA ETE IN IF NAMPs WON N H
I SIDEWALK I "NO PARKING THIS /z ID�/aY
- I NEW ADA NI)TFS. oR WITH c.W"IQ GAUGE WIRE MESH
- � SIDE OF STREET/FIRE I ; ��� RAMP } caas c
LANE" SIGN AND POST ' II I( I I. CONCRETE SHALL BE CLASS M-4000. 5. T/2" EXPANSION JOINT MATERIAL SHALL BE TRANS""M NORMAL SDI TOP OR CURB IWr�E.,
it N PLACED AT ALL P.C,S., P.T-S.. CURB EEEVAT" DIsTwGE vARIES, T t No.tDWxe Pr
RETURNS AND AT NOT MORE THAN 300' �� SIDEWALK-
-"II � I I Z� SUBCRADE OR BASE COURSE COMPACTION SHALL CONFORM � •I SIDEWALK
LF OF NEW 6' I
NEW 72 LF ARCHED I� SIDEWALK MATCHED TO SECTION 07234 (MPWSS). INTERVALS. THE EXPANSION MATERIAL SHALL 5' SIDEWALK i5`- NO LIP - F�°r`
RCP CULVERT W/FETS; I EXTEND THROUGH THE FULL DEPTH OF THE LANDwc FLOW LINE-� - - A.�
TO EXT'G SIDEWALK CURB AND GUTTER. VARIES��- -+f-- SECTION B-B
I I J I 4.5' 3. CRUSHED BASE SHALL MEET THE REUUIREMEN 75 OF
L� _
QOIJLEVARp N' SECTION 02235(MPW55). NO UP
�`�`
4 CONTRACTION JOINTS SHALL BF. PLACED AT 10' � NO SCALE GB
REVIEWED DRAWN BY: C MU
ROADWAY PLAN VIEW INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3/4" I E' nMO� Elf
AND MINIMUM WIDTH OF 1/8". _ wro yr oo.WUEP
SCALE: 1"=30' 6 E"eAMv crE 3"GRAVEI BASE (Trc,) "°EW""I"'s10 PROJECT ENGINEER:CGQ
SECTION A-A DESIGNED BY CGB
.S
2 DE1:aIL NSCALE
rl,B INTEGRAL CONCRFTE CURB&GUTTIiR SECTION C—C
NTS - CITY OF 607FMAN STANDARD DWG. N0. 02529-1 CONSTRUCTION NOTES: _ NO SCALE
4780 - 4780 1. Standard applies to new construction, with max- curb R='5', and min. 5.5' boulevards
2. Ramp and curb can De poured monol4hicatly.
3. Storm drain Inlets shall be constructed "upstream" of ramps.
FINISHED WADE AT Q GRADE AT F Alternative locations permitted only upon City Engineer's approval F-F{
4. Ramp width shall be 5' minimum. ki-1
5- Sidewalk cross_-slopes shall not exceed 2%. f STOP SIGN
`EMIST GRADE OR NEW SIGN \ DETAIL r�
At�
cz.o PEDESTRIAN RAMP
E1bsTwC Otaxa EL NEW ze'.u•ARCHED � � W 47700 o ws-EIuiT nxsH wAce� RCP aascRT m 4770 NTS - C.0.6. STD. DWG. NO 02529-8
O O N m m
T F
n n n 'n n «
v o a v v e a s 2' (MIN) � O
0+00 1+00 1+75
ROADWAY PROFILE VIEW P
SCALE. HOR: /"=3C�
2" PREFORATED, wl 5" C!�
VERT: TUBE _ ~ N
1"=6' SQUARE r T W N
POST
OR APPROVED
T (MIN)
EQUAL) .I W
3" GRAVEL �I w DEPTH WILL VARY PROPORTIONATELY O
WITH WIDTH OF CROSS DRAIN a
- - - VARIES —--- � �
6'-C" /-1
h--4
FUTURE SIDEWALK _ _ ALL SLEEVES AND SIGN POSTS roil
1' & BOULEVARD SHALL BE INSTALLED PLUMB. CROSS h'-I
FUTURE SIDEWALK _I - 33' 2.0% 4 I DRAIN CIO')
& BOULEVARD -I _ CONTROL JOINT SEAL WITH
4 20$ -2" PRFFORATED SQUARE TUBE 4. BITUMINOUS JOINT SEALER
9" (TYP) POST (14 GAUGE) N
_ EXPANSION JOINT F).
I vnP t FASTEN P05T TO SLEEVE NTH DPW" CORNER F-a
SPILL CURB FINItiH i" BOLT A325 1 ABOVE FINISH GRAGE.
9 (TYP) �J' & GUTTER ,hal)G INSERT BOLT HEAD FROM OPPOSITE SIDE OF 6
CATCH CURB- v _ _ a 1 t�f t-93' EXPECTED IMPACT. INSERT DRIVE RIVET INTO
& GUTTER / ��� "'t-.- 'T ` OPPOSITE SIDE. T
a..J rn
T NONE PREFORATED SQUARE TUBE SIGN 10 F"'I :� ," a,EXTEND EXPANSION TUBES 3/4" PAST END
POST SLEEVE (TELSPAR "QUIK OF STEEL DOWEL TO ALLOW FOR EXPANSION
PUNCH" OR APPROVED EQUAL) (IF DOWELS ARE USED) ~T J
3" ASPHALT CONCRF'IE- W �
- 24"
6" THICK 1"-0- 1, PAVEMENT SECTIONS SHALL BE CONSTRUCTED PER MONTANA PUBLIC
CRUSHED ROCK BASE
WORKS STANDARD INSERT SIGN POST 18" INTO SLEEVE FILLET TO BE PLACED ON 3" COMPACTED
15" THICK CEOTECHNIC'AL REPORT.
F 'D
CATIONS(MPWSS). COB MODIFICATIONS AND GRAVEL BASE OR STREET BASE. WHICHEVER
BASE IS GREATER.
ON CRUSHED ROCK BASE - - \ � I.a10
(UTILIZE EXT'G ROAD MATERIAL) 2 ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 97%OF I" 9" M-4000 CONCRETE ANCHOR
Cdo
MARSHAL, BULK DENSITY. EXPANSION JOINTV6'
CRETE TO BE F�
Cn
COMPACTED SUBCRADE EPTH FROM 15 RADIUS AT FACE OF CURB. (TYP.)
3. SIJB-BASE, BASE COURSE & SUBGRADE SHALL BE COMPACTED TO 95% AT P.C. (TYP.)PER ASTM 1557 OF CURB TOSIGN POST FOUNDATION DETAIL ET t�-1
i DETAIL ATTACH SIGNS To POST WITH V DRIVE RIVET; z
C2.0 33'WIDE ROADWAY SECTION (MIN. 2 PER SIGN) .3/4" STEEL DOWELS (OPTIONAI) H Ill';
A
NIS tiF�r '
' 2,0
3 DETAIL s DETAIL =
C2•B TYPICAL SIGN LOCATION cx.o sPwvclln.l.rinRL11
NTS - CITY OF BOZEMAN STANDARD DWG. N009810-t VALLEY,B UTDTDii rRD tP5?-2 _ ROADWAYSAS-BUILT P^'OJECT: 1-09
LATE: DEC 2013
O,
lJ
l7
I l l v
STA. 0+00.0
I REMOVE EXISTING PLUG AND a
CONNECT TO EXISTING B" SDR 35 a
PVC SANITARY SEWER MAIN
II V -- II I I II INV. 4764.2t (ASSUMED) 4763.92 (AS-BUILT)
.V I I I I•', I VERIFY SLOPE AND INV. ELEVATION
• I P I, ' III OF EXT'G 8" MAIN PRIOR TO
I I CONSTRUCTION.
IF A DISCREPANCY IS FOUND
PROPOSED __JJ I CONTACT ENGINEER PRIOR TO
J I I I } B" SDR 35 PVC - ( ) I� I INSTALLATION OF NEW MAIN 0
S SERVICE B rrr,-= STA. 1+06.85 LT
/ RE SHEET C3.1 .SANITARY SEWER MAIN '�1 4" SANITARY SEWER SERVICE A
— — — — — — NOT INSTALLED—,-STA. 2+32.56 SMH #I T- 1n ' I
a. I I I I --
S 2a100 S—� SI T — S- 1+ —'I I9— S S-T—� SI tv - - .. a
06 30' WIDE SEWER & II STA. 0+05.00 SMH A
-'-I w' +--I W _WATER EASEMENT W - - _ _-
%STA. 2+24.87 (LT) T -_ .I -- -_.W-.-_ Iw - •k -� A —� W'I t W -A---- - - z
— — — — — — I Q
6" S.S. S RVIC
—
II I I / * owns
FUTURE CURB & GUTTER (TYP.)
-
/
3 � I •y I JI 'BRAWN BY: RFC
II I II III ba VIEWED BY: CGB
/ �y
I i 'NOJECT ENGINEER:RFC
I I I ^ P II y; VI ,I III SC.aI,E iSIGNED BY:RFC
U u 1', 2r_I iu
SANITARY SEWER MAIN PLAN W
HORZ. SCALE: 1" = 20' �11
I�1 Q
U
w
r� Q
Y-�I ai x
4782 � m - '-I �?'�I 4782
o COT 1(NWOOD RD =�
Ny-- — — 4780
EXI TING GROUND o+
4778 N F4 R 4778
4778 — N u — —
- - - - - z
`- 4778
FINISHED GRADE NOTE:
4774 POTHOLE AND VERIFY DEPTHS AND - - \• - - I. 4774 ^
LOCATIONS OF ALL EXISTING W
UTILITIES PRIOR TO CONSTRUCTION.
4772 IF CONFLICTS ARE FOUND, -- J DEPTH UNKNOWN EXI'G GAS MAIN 4772
IMMEDIATELY CONTACT ENGINEER BAXTER DITCH
PRIOR TO CONTINUING WORK
4770 - - - - - - —- — - --- - - - 4770 u
T 68.0' Z
�T) 4768 1--1 4768 4" S.S. SERVICE A EXISTING 8" SOR 35 PVC
L=227.50 LF NOT INSTALLED 4763.80 SANITARY SEWER MAIN W .-
8" SDR 35�VC. _ __
4768 ""' LF 9" INV. OUT 1784$4 5=0.59. (ASSUMED) 4766 _ --
5=O.6 (AS-BUILT) x
STA. 2+2 .87 (LT) O9%- - - - _ _
4764 6" SERVIC - ----- - - ---- _ __ _ 4764 In
4782 8" INV. O T 4766.46 PROPOSE PIPE INVERT ELEVATION - I--1
EXISTING GROUND ELEVATION AS-BUILT INVERT ELEVATION STA. 0+00.0 4782 5
z
REMOVE EXISTING PLUG AND
4760 CONNECT TO EXISTING 8" PVC --
_ SANITARY SEWER MAIN 4760 O
m U rn r1 n o r7 "1 �n �D a N N
°1 a a ry m m m m n ,n o m m �n n`$N o m ILI
INV. ..o4z^-r(ASSUMED) L� O
�o n nII ui ,n 16 vt io vi �o e < cv d e ✓> 4763.92 (AS-BUILT) O 7 n
".T.'
n n o n nl n n n nl n n
INSTALLED 3' LONG PIPE EXTENSION
2+50 2+00 1t00 0+00 H F"
If.
x
SANITARY SEWER MAIN PROFILE I
HORZ. SCALE: 1" 20'
VERT. SCALE: 1" - 4• Know what's below. SHEET
Cal 1811 before you dig. C 0
I'RINGHII.L CIIURCIIA e 7 7�� SANIJ RY SENVER
l ROJECT: 11-109
ATE: DEC 2013
NEW BENCHMARK
EL. 4779.34 I EXT'G CURB
f_ HYDRANT ARROW BOLT TRACTS
STA. 4+94.94, 1 1.70' RT BLOCK 3
-_ I FIRE HYDRANT ASSEMBLY VALLEY WEST SUBDIVISION III
PROPOSED 8" CL51 DI I
I I STA. 4+94.94 (RT) WATER MAIN I EXT'G 12 DI WATER MAIN U
_ - T PROPOSED B"x6"x8" MJ TEE
I 1 W/ MEIALUGS
- + L----------- ---------------- J
STA. -0+27
U _STA. 4+59.94 _ S 1'S'S0" W 'I HOT TAP EXISTING 12" Z
W - III 8" GATE VALVEPROPERTY BOUNDARY - T 467.35 DI WATER MAIN. �_
IINSTALL 8" GATE VALVE
-- -----------------
-- -------- -----------
7� III .. VA W W -�W W W �-W W W -1—W W W I W — W —W — W W ---W W W -+-W W W a—W -�- W =
'.'.7 M M 5+0! III 4+00 3+OQ 2+DC 1+00 1 0+00 m
STA. 4+90.93 WATER LINE "A"
STA. 4+75.94 (LT)
III PUBLIC EASEMENT
a 8" GATE VALVE III PROPOSED 8' MJ TEE I /
- - - 111 � - - - - - - - - - - - -- - - - - - - - - - - - - - - - - :SAWCUTAI; REII-L
_ c W MEGALUGS
E., III I I A
T EXT'G ASPHALT AND
I V I I CURB, INSTALL TAPPING
I TEE AND GATE VALVE,
II I ti. II 13ACKFILL WITH LEAN
II I MIX CONCRETE. N7
MATCHCEXISTINGENT TO ANy
_— I III P AND THICKNESS.
SEAL ALL # auocs•'
PROPOSED UTIUTY CONDUIT PROPOSED SIDEWALY I I JOINTS 06"
PROPOSED I I NOTE I II = A'lA a
PARKING LOT AND SITE PROPOSED WATER LINE "B" TRACT2 INSTALL JOINT RESTRAINTS PROPOSED CURB & GUTTER PROPOSED UTILITY CONDUIT
WORK ; SEE SHEET C4.3 BLOCK 3 I DRAWN BY: RFC
I ON ALL JOINTS WITHIN 40 OF I
VALLEY WEST SUBDIVISION _
END OF MAIN AND FITTINGS REMOVED 8" STUB AND VALVE Ijll 3 l�l REVIEWED BY: cce
PLUGGED EXT'G TEE (N) I I PROJECT ENGINEER:RFC
DESIGNED BY: RFC
-1 I
FLI
WATER MAIN"A"PLAN ICALL
HORZ. SCALE: 1" - 20' Il 10 20 441
1"- 20
7V
r O
�1
4790 7
4/sa ._
.4788 ,�
4/86 - - - 4786 G
4784 �
STA. 4+94.94, 11.70' RT -_ 4784
47H2 j.-FIRE HYDRANT ASSEMBLY XISTING GROUND�' - - --- - 4782
FINISHED GRADE
_ 47H0 - -- - �- - STA. 4+94: - - - - - - -- - - - -- - -- - _ - - --- l -- 4780
-t HYDRANT BURY LINE - -
U EI:. 4477.20
477
8
__ - - --- - EL. 4777.2E - - _ - - - -- 4778
1--1
4776 6.5' MINIMUM COVER DEP1H Z
---- 4776 I'1
47'4 - - - 4774
-0+27
x 4772 STA. -6+-1-6r
U I HOT TAP EXISTING - 4772
E- 12" DI WATER MAIN ro
DI 577 ELF MAIN Q 4770 - - - _ INSTALL 8' GATE VALVE F-� N_ PROPOSED B" CL51
- - - - - - 4770 Lt7
STA. 4+59.94 A`GATE VALVE
4768 I - _ __}_- _ EL. 4776.14 h+i
1 4768 � x
INV.#}69.06- 4769.89 t` v
• VERIFY EXISTING
STA. 4+94.94 {RT) POTHOLE VER.It Y DEPTHS AND 4766 .. 'c
4 l66 A'.6"xA" MJ TEE STA. 4+7594 (LT) � v'
-DEPTH PRIOR TO PIPE k"d i E-' .JC
INV Q69,-t7- 8" MJ TEE LOCATIONS OF ALL EXISTING INSTALLATION h�
4769.18 INV. 4?69�55 4769.60 UTILITIES PRIOR TO CONSTRUCTION.
4764 IF CONFLICTS ARE FOUND, - 4764 p
STA. 4+90.93 1 IMMEDIATELY CONTACT ENGINEER
PROPOSED PIPE INVERT ELEVATION WO azf N
8" GATE VAc'�E ', i PRIOR TO CONTINUING WORK �
4762 INV.�E 4769.26 ' - - --- 4762
FINISHED GRADE ELEVATION
AS-BUILT TOP OF PIPE tLEVATION ,/^�
4760 - - - —�— -"- ------ - 4760 Q p 0 �C
o
1
5+50 5+00 4+00 3+00 2+00 1+00 0+00 - ?
WATER MAIN"A"PROFILE SUEET
HORZ. SCALE: 1" = 20' C4•0
VERT. SCALE: 1" = 4' -
� � SPRINGHILL C'1ll'R(91
Know what's below. �`_DT TTT %VATER MAID
Cal 1811 before you dig ►7 �J 1Ls ROJECT: 11-109
DATE: MARCH 2O13
h'IS'cy'�ti
1 � \
NOTE
INSTALL JOINT RESTRAINTS i
1 ON ALL JOINTS WITHIN 40' OF
END OF MAIN AND FITTINGS
STA. 8+63.85 (RT)
8" 45 MJ'MJ BEND _ N
W/ MEGALUGS — — — — — - — - - --- - - - -- — U
�= W
30' WIDE SEWER & WATER EASEMENT ci
f; cn
2" WATER SERVICE `-i• II W WI 9 00 w I I II W
�. W z
v — —
INSTALL 9.5 LF OF WATER -1- r II I "..1
SERVICE AND CURB STOP. x
CAP CURB STOP AND
I N INSTALL 12'x2%4" POST PROPOSED
MARKER PAINTED BLUE CURB & GUTTER (TYP.) 1�
/`
STA. 5+75.46 (RT) WATER MAIN "A" " `•�1 / II
90' MJ BEND W/MEGALUG xo�
N 6+00 7+00 / III
w -+w -w - w w -w w 0-w : W'
-w -w / v
30' WIDE WATER o, „_.-,-.-ji
MAIN EASEMENT
STA. 7+98.42 (LT) -- j
3 45' MJxMJ BEND
J — — — -- — — — — — — — W/ MEGALUGS 9 6 II
STA. 5+69.97 (LT) I SC:1LE
2" WATER SERVICE II II 6 II II s
II I � . �I U lu 2) +n
MATCH LINT?SHF FT C4.0
WATER MAIN"A"PLAN
HORZ. SCALE: 1" = 20'
478 4782
"1 '
4780
4780.
EXISTING GROUND
4778 -�_ --- - - - - - - - — — — — - - - 477E
- __ --_ - - -_ - -- ---- - — - -- 4
4776 776
N
FINISHED GRADE _ 4774 (j
U 4774
Im 5.5' MINIMUM COVE DEPTH 4772
u; 4772 PROPOSED 8" C151
STA. 5+69.9 (LT) DI WATER MAIN — cc
4770 - - RWCE--ONNEeiiOH - - - --- -4- LF 4770 W
__ - 4768
4768
USTA. 5+75L46 (RT) STA, 7+08.42 (LT) STA. 88 645'SBEND ST 8+81.80 _ L
4766 8" 90' BENND - --- - 8",45' BEND INV.�N68a's 12" LONG SPOOL MJxMJ 4766
INV.�F767.-7$- 4767,84 INV.�768-to- 4768.41 INV. 4768.17 z
T ROLL BEN TO ACCOMMODWTE 4768.08 4764
4764 VERTICAL CHANGE -
-PROPOSED PIPE INVERT ELEVATION
�. � �I - 4162
4762
FINISHED GRADEI ELEVATION AS-BUILT TOP OF PIPE ELEVATION
4760 --- -r- � -t 476U
m
i �
ED r ai ao .
ro ro m (o m m ro a� w m ao m co '
an
' ,nn ^ ^ I�r Know WhaCS bEIOW.
a •a a a e 711a 'rT�t'a - a T c =r a e IT a < a v a c a
Call 811 before you dig.
6+00 7+00 8+00 9+00 10+00
WATER MAIN"A"PROPII.I: A -BUILTHORZ. SCALE: 1" = 20'
VERT. SCALE: 1" 4'
w�
H N
a
o�
a
Il it I I I I m
I
a �
3
NPREPARE AND SUBMIT A TRAFFIC CONTROL PLAN TO THE cl
ENGINEER PRIOR TO PRECONSTRUCTION MEETING. TRAFFIC
I � I CONTROL PLAN MUST BE APPROVED BY THE CITY PRIOR TO
CONSTRUCTION. ALL TRAFFIC CONTROL SHALL REMAIN IN
PLACE AND FUNCTIONAL DURING CONSTRUCTION OF PROJECT
I III
I
ta�uLATION UNDER DITCH z
AND ANY LOCATIONS LESS THAN 6.5' o
OF COVER. g
I"THICK X 4'x8' INSULATION
JII I BOARDS FOR EVERY ONE FOOT LESS - J
THAN 6.5' OF COVER,
i � li I 2" MINIMUM. OVERLAP BOARDS 4' EXT'G 12" WATER MAIN I m
I I I
I } _II_ _ _ STA. 11+37 0
mlt 4 THOT I I WATER AMAINEXT'G 12"
Ji I I o 30' WIDE SEWER I, 7 TCIO q
AND WATER EASEMENT
zIMI00 4 W W W W - - -_-_J * aais c
III '�' I euocsx,
a II � °i li I I a.Ioea ar
t EXT'G SAWCUT AND REMOVE EXT'G ,�•,�a
V ATER MAIN "A"
i�CURB GUTTER ASPHALT AND CURB.
W I I Sc
II INSTALL WATER MAIN AND
f"' A 13ACKFILL WITH LEAN MIX
I� � CONCRETE.
I I I Q REPLACE PAVEMENT TO I 'DRAWN BY: RFC
I• MATCH EXISTING THICKNESS.
0 TACK COAT AND SEAM SEAL REVIEWED BY: CGB
ALL JOINTS I PROJECT ENGINEER RFC
DESIGNED BY:RFL
I I °
6A
I I
� I I ° x
I I I I I III I
III I I z U
I t•
sxl a
III I I I U SCALE U
u In zn +, �
WATER MAIN"A"PLAN G,
_y
HORZ. SCALE: 1" = 20' I"- NI
(� N
4790 - 4790 ^'
4788 - - 4788 1 j
NOTE:
_ _POTHOLE VERIFY DEPTHS AND 1-1
4786 LOCATIONS OF ALL EXISTING 4786 1-•-1 W
UTILITIES PRIOR TO CONSTRUCTION.
4784 IF CONFLICTS ARE FOUND. 4784
IMMEDIATELY CONTACT ENGINEER
PRIOR TO CONTINUING WORK r7
4782 4782 �y
COTTONWOOD RD n/
4780- — —EXISTING GAS MAIN-- - 4780 �y
DEPTH UNKNOWN �f
4778 4778
FXISTINC GROUND h
U �1
[...� 477E - - - - 4776
STA. 11+36.63
x4774 INSTALL JOINT HOT TAP EXT'G 6.5' MINIMUM RESTRAINTS WITHIN 12" DI WATER MAIN 4774
W COVER DEPTH / 40' OF END OF MAIN INV. 11769.21 (ASSUMED)
J/ 4767.83
a 4772 BAXTER DITCH INSTALL 8" GATE VALVE 4772 W
x 4770 __ - - r - _-VERIFY EXISTI C_UEPTH 4770 Q
U PRIOR TO PIP i
'r. INSTALLATION G
4768 -- 4768
INSTALL INSULATION UNDER DITCH Ci Q
DEFLECT PIPE AS REQUIRED
PROPOSED 8" CL51 AND ANY LOCATIONS AT CLOSEST JOINT. MAXIMUM
4766 DI WATER MAIN I LESS THAN 6.5' OF COVER. DEFLECTION OF 3' PER PIPE 4766 - •-� N
L-137 LF 1" THICK X 4'x8' INSULATION LENGTH O
4764 BOARDS FOR EVERY ONE FOOT LESS 4764 = r
THAN 6.5' OF COVER,
4762 2 MINIMUM. OVERLAP BOARDS 4' PROPOSED PIPE INVERT ELEVATION 4762 ~
EXISTING GROUND ELEVATION Fit-AS-BUILT TOP OF PIPE ELEVATION _
4760 4760 Y
b N 4 N N t .... I • 1 _ FI
t� SHEF"T
{ . A
]I
Know what's beIOWCa11811 before you dig. C4.2
10+00 11+00 12+00
SPRINGHILL C'HCRCH
WATER MAIN
WA"I'IiK M1fA[N':A"PROFILE ``� 'p7 7 7 7 PROJEcr 11-109
HORZ. SCALE: 1" = 20' AS-B lJ LL.1,
VERT. SCALE: 1" = 4' _)ATE: MARCH 2O13
(,T) FIRE LINE
3"x5".8'* MJ TEE W/ MEGALUGS
END PLUG (NE) FOR FIRE LINE, 6" HYDRANT LEAD m
HYDRANT ASSEMBLY (SEY
C
4+70+00. 16.5 RT.
0 HYDRANT ASSEMBLY
2 // \20 \NEW BENCHMARK/
HYDRANT6 3t
EL. 477
PROPOSED
CURB &CUTTER
STA. 4+00.58 (RT) /P
MJ TEE W/ MEGALUG
8" END PLUG (NW)
WATER MAIN "B"
W, W W W
TA
G
PROPOSED
CURB h GUTTER PROPOSED PARKING LOT AND SITE WORK
DRAWN BY RFC
PROPOSED 8" CL51
DI WATER MAIN REVIEWED BY: CGE
IRRIGA
TION COND T 3 PROJECT ENGINEER.RFC
DESIGNED BY: RFC
kv,
NOTE
INSTALL JOINT RESTRAINTS
ON ALL JOINTS WITHIN 40' OF
END OF MAIN AND FITTINGS 00 W W W —W W W W W+
PROPOSED WATERLINE "A"SEE SHEETS C4.0 - C4+2
\�-WATER MAIN "B* py
— — — — — — — — — — — — — — — — STA. 0+00.00
r------------
STA. 1+92.17 (RI) 'TA. 0,15.00 1 1 PROPOSED 8' MJ TEE
22-1/2* MJxFL BEND 8" GATE VALVE I I W/ MEGA-LUG
W
11-1/4' FLxMJ BEND
WATER MAIN"B"PI.AN
HORZ. SCALE: 1" = 20'
IN
4750-- 4780
I. 1,A[E �-o
4778 4778 z
4776 4776
4774 4774
SIA. 4+70 05 (16.5' RT)
4772 BURY LINE EL. 4774ZO 4772
4770 477U
0+15.00 4168
T�
4768 STA. 1+92,17 (RT) ---'��=OIIIED 8-CL11 D7 1�GATE VALVE
4766 IF 22-Yt- HORZ. BEND WATER MAIN INV 4769.52 -
�Tjk 4+70.018 (RT) S!A. 4+00+58 (RT) I I-Y.+ HORZ. BEND L=470 LF 4769-57 4/66
MJ TEE 8 MJ TEE NV 4769.29
STA. 0+00.00
4769�15 7 W
764 END PLUG (NE) END PLUG (NW) 8" MJ TEE 4764
INV, 4766.29 INV. 44i6;-.62 INV. 4769.55
4762 4766.25 4767.71 PROPOSED PIPE INVERT ELEV. 4 1 769.60 4762 c) 6
FIRE LINE FINISHED GRADE ELEV. AS-BUIL'� TOP OF PIPE I-LEV. 0c
4760- 4?Fr- H..1 L;J Ic
Tm 0 w o o w o 0c
5+00 4+00 3-00 .2+Do 1+00 0+c)"
F1 F"El r
C4.3
WATER NIAIN"B"PROFILE
20' -11RING11ILL CIIURCH
HORZ. SCALE: 1"
VERT. SCALE. 1" = 4' Know what's below. 1%".%7'FR NIAV,
Cal 1811 before you dig IS-I I t I I 'ROJECT, 11-1n9
SATE: DEC 2013
GREEN STEEL POST '?
FRAME AND COVER TO BE EITHER D&L A-1172 WITH 1" COVER, MCI 305 FRAME, AT END OF SERVICE — "' 0
305A COVER, OR IFCO 772 FRAME, 772-B COVER, OR DEETER 1025. ROL < "+
COVERS SHALL HAVE TWO I" PICK HOLES. PROPERTY WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT w
�• LINE OR SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM OF 12" FROM o
EASEMENT THE EDGE OF THE TRENCH OPENING. WHERE NEAT LINE IS LESS
ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE RING B
LINE THAN 3' FROM THE EXISTING PAVEMENT OR CURB AND GUTTER m'
2' MIN_
12 RINGS 1 �5 1/(T BUULEVARf• SECTION, REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN
LOL
Jrll TOP SECTION, AND AROUND SEWER PIPE INTO MANHOLE SHALL BE TRENCH AND EDGE OF PAVEMENT
3 LL
" MIN., 12" MAX. WATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-N£K" OR EQUAL (TYP.) <
4' o
FOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL.
STREET SURFACE EXISTING STREET
- � 5' SIDEWALK GROUND SURFACE SURFACE
(TYP.) CRUSHED ROCK
5. 12"
5" PRECAST REINFORCED CONCRETE MANHOLE RISER
AND ECCENTRIC CONE TOP MANUFACTURED IN - - - - F
/ ACCORDANCE WITH ASTM DESIGNATION C-478. i�rP��- COMPACTED BACKFILL 2 5
MANHOLE (SEE SPECS.) _
STEPS AT
16" CENTERS GROUT INVERT TO SPRINGLINE 11.5' 8' -
OF PIPE IF GAP BETWEEN (TYP.) (TYPICAL EXCEPT IN SPECIAL INSTALL DETECTARF WARNING -
PIPE AND CHANNEL IS CIRCUMSTANCES WHERE CITY HAS TAPE 16"MAX. DEPTH J
GREATER THAN 1/8". APPROVED ALTERNATE LOCATIONS) TYPE "A'
4'-D" TRENCH BACKFILL
PRE-CAST CHANNEL
(MIN.) FLOWUNE
VARIABLE SLOPING, BENCHING OF-
FOR a
f SHELF SLOPE 1'PER SUPPORT SYSTEMS W THI z
12"MAX (TYPICAL .•� FOOT TOWARD CHANNEL. - 2" X 2" AREA TO CONFORM TO -11TI I I I i
FOR POURED- SEE CHANNEL OEiML. WOOD O.S.H.A. REGULATIONS-
IN-PLACE BASES) MARKER
- SERVICE LINE. SLOPE = 1/4`
FLEXIBLE ST BASES JOINT (TYPICAL PER FOOT MIN.. 1/2- PER FOOT 6" -.r•Tq ,S
FOR PRECAST BASES - SEE DETAIL) 45' ELBOW TYPE I BEDDING PLACED
MA%-
A IN fi" MAX. LAYERS
AND COMPACTED THOROUGHLY. -_ - SELECT TYPE I BEDDING euoEv,�
CHANNEL=LUA CF F7PE SEWER MAIN IJ7 "1n MATERIAL PLACED IN 6"
Ho.IOp��PE
LAYERS AND COMPACTED AS
SPECIFIED IN SECTION 02221
A PRECAST OR POURED-IN-PLACE BASE. r• ' TYPE 2 PIPE BEDDING a"
POURED-IN-PLACE BASE, MINIMUM \\ t :IRAWN BY:
�1#4 BARS - 1'-0" O C. CONCRETE THICKNESS BELOW PIPE IS (, �_ IN LINE WYE FITTING FOR PLUG WHERE REQUIRED FOR
8 INCHES. PRECAST BASE, MINIMUM NEW INSTALLATIONS, COMPACTED SUBGRADE
5'-4"(MIN)
DIA. �` SOFT OR UNSTABLE FOUNDATION
(MIN) THICKNESS IS 6 INCHES. ALL BASES '• ��/' I TRENCH WIDTH= - '.EVIEWED BY:CGB
REINFORCED AS SHOWN. --cy�; k- SADDLE FITTINGS ALLOWED O.D. OF PIPE + 2'
FOR EXISTING INSTALLATIONS MIN. TRENCH WIDTH=3.5' PROJECT ENGINEER:RFC
ONLY UPON APPROVAL OF -IESIGNED BY CGB
RADIUS OF CITY OF 13OZEMAN SEWER
SLOPE AT 1" PER FOOT. MANHOLE DEPARTMENT. *SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATIONS.
CHANNEL TO FULL /
PIPE DEPTH NOTE: �
STORM DRAIN MANHOLES I. r HAVE J )DETAIL
UTILITY TRENCH
C�0.8 STD. DWG NO 02221-1
FORMED CHANNELS AND THEHE LOWEST PIPE
DIA OF I INVERT SHALL BE 9" HIGHER THAN BOTTOM OF SERVICE INVERT NO
SEWER PIPE T� MANHOLE. LOWER THAN SPRING � .
LINE OF SEWER MAIN
r-I-1
FOR WYE FITTINGS. k+4
SECTION A-A HIG- DENSITY FOAM
BOARD INSULATION
2 DETAIL CENTERED OVER
1 DETAIL SANITARY SEWER SERVICE LINE WATER MAIN
rs.n SANITARY SEWER MANHOLE C.O.B. STD DWG No. 02730-2 4" INSULATION NOTE:
C.O.B. STD. DWG. NO. 02720-3
4 INSTALL 1" OF HIGH DENSITY FOAM BOARD INSULATION
T 4" ABOVE PIPE, 4' WIDE CENTERED ON THE WATER MAIN,
8' MAX FOR EACH 1' OF DEPTH LESS THAN 6.5'. MIN INSULATION
3 MIN. STEEL POST MARKER THICKNESS - 2 M
--1 e
TO BACK OF CURB PAINTED BLUE h,"i
8" DIA. CL 51 (SI
5.5' BOULEtiARF PROPERTY LINE OR D1. PIPE W ^� N
INSTALL PLUMB WITH HUMBER (Tv^) F EASEMENT LINE
NOZZLE FACING STREET NEW HYDRANT, 5'REEI SID_wALa. T1 �1
MUELLER SUPER SURFACE (TYPI GROUND SURFACE 4' DE 1`AIL �..I
CENTURION 250 �I 1 cuRe eox I C3.o WAT ERMAIN INSULATION a
NITS
25'
MIN. 4'- 0" CLEAR ALL r 11 5' (TYP)
_ AROUND (TREES, HEDGES, PROVIDE 5 STATIONARY
ELEVATIONS AS SHOWN BUSHES, ETC.) ROD IN ALL CURB BOXES
ON PLANS OR 0.2' - ADJUSTABLE SCREW NO COUPLINGS OR OTHER JOINTS ALLOWED ON SERVICE PIPE FROM I`7
+',130VE TOP OF CURB GRADE TYPE VALVE BOX 1 RECOMMENDED WITHIN _I FINISHED GROUND (-q
\� I WITH VA CORP. STOP TO CURB STOP FOR 3/4" AND I" SERVICES. STRAIGHT 6.5' MIN. _ 3' OF BUILDING
1 COPPER PIPE SHALL BE USED FOR 1 1/2" AND 2" SERVICES COVER
GROUND LINE ----
-— 8
TAP BT ClqwjcTcp (TYPICAL EXCEPT IN SPECIAL
CIRCUMSTANCES WHERE CITY HA•, J
UNDISTURBED SEE DETAIL.., � APPROVED ALTERNATE LOCA'{ THREADED PLUG
EARTH BELOW
6,5' MIN. \
WATFRMAIN ' CURB STOP 2COVER - CLEANOUT PIPE, SCH. 40 4"m PVC �h�--/1
BASE MATERIAL J P4
/�� 64
'CONCRETE--- _ ---- - -- !•�
THRUST _
45'BEND
t 171
BLOCK _,ELEC1 MAIL VIAL 6A!,KFLL AR TA � � � � n
TO MAIN LINE CORPORATION STOP (SEE SPECIFICATIONS) M1 H Ic
DETAIL OF A PROPERLY rr M� Tn
INSTALLED CORPORATION SERVICE PIPE i
gTOP, TAP MAIN AT SIZE PER PLAN •100' MAXIMUM
JOINT AS REQUIRED FOR 5PRINGLINE. I / CLEANOU S SPACING BETWEEN
W c
PIPE SPECIFIED
�I - -- --- 6" MIN -t' m ,ul .0 I'V,
NEW 6" AUXILIARY GATE VALVE p:1H='17 ,T r,I,I TO
MN 1/2 CUBIC YARD WASHED GRAVEL FLANGE JOINT FROM BUILDING SEPTIC
GENERAL NOTES: TANK y
'MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK 1. WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 FOOT COVER MEASURED FROM THE EXISTING GROUND SURFACE,
CXCEPT THAT COVER SHALL BE MEASURED FROM CENTER LINE STREET GRADE WHEN SERVICE LINES ARE LAID TO A _
STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER SERVICE LINES SHALL HAVE A MAXIMUM 7 1/2 FOOT COVER AT CURB / _/\1 DETAIL
STOP. — [
2. WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED. CSA SANI'I"ARY SEWER CLEANOUT J•,O
a DETAIL 3. BEDDING SHALL BE 1" DIA. MAXIMUM WITHIN 6" OF SERVICE PIPE. NOT 70 SCALE c
CSO t•IREHYDRANT 4 INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN OFF-POSITION, 1JL--I11LS
C,0.6. STD. DWG. NO 02660-4
DETAIL
SPRINGHILL
s<'s•o J WA'I'ERSERV[CIi AS—BUILT LINE =ROJECT: 11- I09
C,O.B. STD. DWG, NO. 02660-6 'erE. CEc ?C'3