HomeMy WebLinkAboutComstock Apartments Phase 3 Ill
BENCHMARK:
C7�3 TOP OF ARROW BOLT ON HYDRANT <
Y�I 0- .; ELEV=4836.74 FEET(CITY OF BOZEMAN DATUM) w N W
d U S Q lat �' ""..A.•a.,. N c�i i o p �'
n WATER AWN EASE MAIN EASEMNT
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d o Z 1 y^I ` ^u//a i 23r ® SANITARY SEWER MANHOLEus
< I����"�; I Imo-- ) ` SEE DETNL 3
I �iCHf100 ffi
it 90 SANITARY SEWER MAIN o a o S i Z o a (>1 I I r180110 Flr=90 c5
POWER IST .,,/ I r LOT 3A --z�+` I I I�kypar5a�� .�p
U �RQLE I I I WATER MAIN EASEMEM -8'W WATER MAIN w Zl K= 6., POWER T I ,,,,� I Z LOT 3A
I I 1 I WATER MAIN EASEMENT
FENCE _ 1 I .I 64,643 Sq fT ��__�•( HYDRANT ASSEMBLY RQI`E ; 8 j I
•-�` IW ��.( FENCE F r 64,643 Sa Fl�
1."A. TOBETICHk#X: BOLT ON HYDRANT WATER VALVE - �W T.4810 Avea
U ER 2.2J
ELEV-4807.20 FEET(CITY OF BOZEMAN DATUM) - PROPERTY/RIGHT OF WAY LINE U ER _ 223
EASEMENT UNE
EDGE OF ROAD 0 REMOVED 33' SECTION OF DROP C&G / REMOVED 33' SECTION OF DROP C&G
AND REPLACED WITH STD. CURB&GUTTER EDGE OF ROAD 2 /
(------ IBOt - / I ___ -- _ t. (100.5) AND REPLACED WITH STD. CURB &GUTTER
FLIRIRE SS MAIN d�R`13Q 19B 005/0 7 / 50 BENCHMARK FUTIIAE$$)MINI 00.5 c, `
EDGE OF ROAD AT a At f1 T\ HDD OF 60e NMLBENCHMARIL
WV IN POWER POLE EDGE OF ROAD _ a 55pp��
0 r a I I E Evalax=49D2I I FE 1 �S �� 7 WWII
D95i IN P a sPa E
IQl \ tN (CITY OF DOZOM DATUM) -- I E RATION P80
n 81E1 3 I ELFVAlION=1802.81 TOOT
ft i IJ -_�� F\ Q 1' - VICINITY MAP - - - _ \ l5i ___ (CRY OF BOZEMAN DATUM.
+ 20,pRAllygCE }
SfM\ \\ p - i T' -- -.`1.. ;" I IJ r ��' I f $ =I-- -DR'GN4Gf BEM - �• I �� 1990. T- BID_ �S
Is al �Fo (9221) o\\ - - Buis Stre tno. DO I s1 I �� R=(9z.21) T QQ o
x lCy W E Mo. 8 I 0?C 890. BttMl S t
J \ I
`��`#•� Q~ "� CU IA16TI SCUT moo r ms �'PP
D CATCH R=4900 I I b 'aoa 12 I PIP w
(I a - < W 'ate I DWAIM CATCH (FL=4900. a _ _ <
COS N0. 11 I/ `RIM 4800.50 WTQIm �s - F -_G EIEc �f/G PNONf a __
FL =4757.30 - c�a` �, COS N 0. 117 7 SO MATOED �c _ ✓ _-_c uEc y/c PHONE a
L. DALE HUNT ESTATE I - U%G GAS' z 797.30 - - �<
I ALLED 9 LF OF IT RCP•0. I 1=0 + L. DALE HUNT ESTATF I I u%G cAs Fa
120 I'm 2551 1 1 I MIS' --]I` WALED 39 LF OF 15 RCP• I yW.
SSMH52 �,, 120 Fm 2551 I 18+05 Eo
REMOVED EXISTING 60"CSP CULVERT- LOT 2 RIM=99.33
REMOVED EXISTING 60"CSP CULVER LOT 2 RIM=99. .� SSMH-25 w
AND REPLACED WITH 84'LONG 45"x 73' MINO SUB. NO. 162 FL NIcS= .16 1 CATCH u<i� n AND REPLACED WITH 84'LONG 45'x 73' MINOR SUB. NO. 162 FL N&5=9216 INSf CATCH
RCP ARCH CULVERT AND FET'S Q 5'CRAOE SITION RIM .23 L• RCP ARCH CULVERT AND FETS 5'GRADE TRANSITION RIM=4800.2
0'. N= 797.03 NOT TO SCALE FL N=4797.0
Cr. S=4 6.93
AROUL RIP- PROVIDED RIP-
AT FL 5=4796.93
AT OUTLET
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PROFTL
O �y. 2 LF OF 8'SOR-35
5 p� .i�•�0' PWC SM8 AND CAP �� �OPOSED --
4810 - 1x � P�P�00`71 EX/SA�Q BADE EXISTII ICI GR DE
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GENERAL NOTES 4800 ASME\
0' 1Z. 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND
SPECIFICATIONS, AND MEET CITY OF BOZEMAN STANDARDS.
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL 2.55 LF OF 8'SDR 35 PIC SS4,q�
O BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE 84.48(F OF 8 SOR-35 PWC SS O .188%
16-51 •(J' CITY OF BOZEMAN ENGINEERING DEPARTMENT.
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE \
O ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS. ETC., Sam E
z jO ,Ax 4 FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. _
INSTALLEDATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EXIS7TNG 6 CSP CULVERT
EQUIPMENT AND MATERIALS BY THE ENGINEER. STA D 4' THICK x 4" M1�pE x ONG
REMOVED AN REPLACED IN7F1 L�SSULA R L1UL lT£
�c 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED U71U11ES PRIOR TO THE 45"x 7J'ARCH RCP CULWERT RIGID IN 1/ON OWE T
AP BEGINNING OF CONSTRUCTION. MAIN L
5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS AND FErSS 91.5t O W MAIN
PRIOR TO BEGINNING CONSTRUCTION,
_ r%PP 95.76.t o
4800 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. 3 3
7. TRENCH BACKFILL SHALL BE TYPE A. 3 7
\ /(YD �LA11+ON x 6.il 8 ELEVATION BENCHMARK:- 4802.81 CITY OF BOZEMAN DATUM ON TM SIDE OF ELUS STREET -
a�/5 5 50 / 9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES.
" 220 LF OF 8' SS 51 DIPIWAMAIN O 10. THE CITY WILL TEST AND TAP THE EXISTING WATER MAIN AT THE OWNERS EXPENSE, 15+00 16+00 17+00
THE TAPPING SLEEVE WILL BE INSTALIEDED BY THE CONTRACTOR.
�¢ 6'SS CROSSING
s SEWER MAIN EXTENSION PLAN tL PROFILE
SCALE: (I•-30'NOPozaNTAL AND
1•_J'YERTICALI
1 972 AS-BZ"TMT
EXISTING
6 'CSP CUL WORT TAL,.ED 6" THICK x 4' WE x 8'LONG 7/14/01
REMOVED A REPLACED WITH RIGI INSULA7IONIO RCA LW£RT AT #00154.1
45"x 7J"A CH RCP CUL WORT IN 911 O AN
3 AND FE7'S, 91.5t O W MAIN
° Tot 95.76.f (04�BNGDVEERING AND
Su`E0F SURVEYING/ INC.
4790 - - _ am ah"I.er.w...L ++v•Tua am vsa Ems.
9 ts+oo 16+00 17+0o wN+K ,� ?A15 Ted ratD 3tmt,9oNe I Bozeman.YootaWa 5W19 SEWER AND WATER ��� OCK `� � PHASE 3 O sa CHA"'M, 101)5p-I115•hx(4a1)SCI-f711•ckb/ngmeennLNl6e{IobEl.oel lY1L"11.L\ W-.t�rrW-.1•TSIONS WATER 0,� 8 A B 1
17+14.4 ✓' I S`•;!SE d f'�1i j t.+I`J 94
8 WATER MAN EXTENSION PLAN a PROFILE 8•ss CROSSING at, �"f/ a w a rc @
Fi i iS STREET BOZEMAN MONTANA j aB1 SCALE: (I•=]0'HpPoZONTAI AND 1'=7'NER7ICAL) SS CR 05 Zfl�uA�cR T �V� �La^ s f
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(103'Oad SIHU)X-WNM1S ONY °j 'V SURVEYING, INC.
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'zz^ ?wo m o o w i z a o m ix u Z g C7 : O)3f1-Ills•IYc M)5£I-/IN•ck5e¢�Lnreno�VWe6lobil.cel ST SEWER, WATER AND STREET IIViPROVENIEI�1'I'S o
U� 5<6 6p U3 w� U>� �w J ® o d L1�1 ROVEW
W 8s z m a Lei 6=� �m w a �� ��< �� ���� ELLIS STREET, BOZEMAN, MONTANA �
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W BENCHMARK:
TOP OF ARROW BOLT ON HYDRANT
ae w & MI ELEV=4838.74 FEET(CITY OF BOZEMAN DATUM)
U K U
Q Ali
�Y N
n I WATER MAIN EASEM HIT ,�
N cj 2O_
o d! _ ,y;N�,a� i INSTALLED STORM SEWER ACCESS MANHOLE
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,mall
p /tlr'1 Q SEE DETNL 3
Z
a N 5 W N��' 2 !n I Ip1.1Ge <r 90.�Op Chi 000s
z z g& C) PRQLER Is 0' to' TT «wj i 2 LOT 3A WATER AWN EASEMENT
FENCE W. - F, I «"I, 64,643 Ft /
•,•�` ION 1 A.41T40aes BENCHMARK:
U PER R� - 92.23 TOP OF ARROW BOLT ON HYDRANT
ELEV=4807.20 FEET (CITY OF BOZEMAN DATUM)
EDGE OF ROAD t2 REMOVED 33' SECTION OF DROP C&G
_(( --- 2 (I .S�, AND REPLACED WITH STD. CURB&GUTTER
FIJNRE SSIMMN -iMTEC \ aos// /
BENCHMARK:
EDGE OF ROAD d WV PT t\ IN POWER POLE L
C7 ELEVATIDN=4802,81 FEET
'1FL=4 ST IQt - ^ (Cm OF BOZEMAN DATUM)
c3 I S AGE+ 20' f _z' w - "AS T \� _ P -
ZH r---_IOD
o FL=(92.21)
.\ •.OD
INLET Do
NE NAH RT13067 \.}i, 9 1 \ DiIO\800. Bid .Sl(1•E Itt--.mac ws
Y$■ H CUR I 11
OR IFCO 515-7 IAiB
I
FLAT TOP I _ - PP z
\INSTALLED CATCH (FL=48001)� f 2 _ I a
24" SQUARE COS NO. 1 77 I 77/jI 04800.50 MATCHED�';YG Gr - F _. G EIEC �/G PNONi�n
u%G CAS
OPENING L. DALE HUNT ESTATE I INSTALLED 39 LF OF 15" RCP•0.69
120 I'm 551 1 1 18+05 1 w
SSMH-25
REMOVED EXISTI 60'CSP CULWR LOT 2 RIM=99.33
AND REPLACED TH 84'LONG 45'x 73' MINOR SUB. NO. 162 FL N&5=92.16 INSTALLED CATCH <
36' R.C.P. RCP ARCH GU
RT AND FET'S 5'GRADE TRANS ON RIM=4800.23
FL N=4797.03
ASTM C-76 PROVIDED RIP- FL 5=4796.93
CLASS 2
4 AT OU
aP
- 4" � S
y d
R,
BLOCK OUT FOR W r•Q,^ ti4 SIry� O
INLET PIPE .4 �'V
LEGEND
® SANITARY SEVER MANHOLE 4810 ---- --
-�--- SANITARY BEARER YANI .,
9" SUMP -rW WATER MINN
HYDRANT ASSEMBLY
►� WATER VALVE
PROPERTYMOHT OF WAY LINE
t EASEMENT LINE
6' PRECAST BASE �.
GENERAL NOTES
2 36' STANDARD STORM DRAIN INLET U U
A83 SCALE: NHS C.O.B. STD. DWG. NO. 02721-2,DEC. 1999 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND
SPECIFICATIONS. AND MEET CITY OF BOZEMAN STANDARDS. O
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND INFER AND THE
STALL 4800 6"HYDRANT �6`9-r
BE MADE 1M THOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE 0
CITY OF BOZEMAN ENGINEERING DEPARTMENT. LEAD PIPE
3. PRIOR TO THE PRECONSTRUCTION MEETING. THE CONTRACTOR SHALL SUBMIT TO THE
ENGINEER, WORKING DRAWINGS. SPECIFICATION SHEETS. ETC.. 6'SEVER
O
FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT.
'SEANCE
INSTALLEDATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL 39 LF OF 15" CP ®0.692%
EQUIPMENT AND MATERIALS BY THE ENGINEER.
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE 15 OF IS"RCP O 0.
REINFORCING AND CONCRETE IN BARREL IS TO BE IN ACCORDANCE WITH BEGINNING OF CONSTRUCTION. __._. _
ASTAI SPECIFICATION C76 AS REQUIRED FOR ADJOINING PIPE SECTIONS- 5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS
REINFORCING AND CONCRETE IN RISER IS TO BE IN ACCORDANCE WITH PRIOR S8E DETAIL 3
ASTM SPECIFICATION C 478. 6. TYPE 1TO BEGINNING CONSTRUCTION.OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. B
7. TRENCH BACIffILL SHALL BE TYPE A.
PERSPECTib£l4EW 8. BENCHMARK: HEAD OF 60d NAIL IN POWER POLE ON SOUTH SIDE OF EONS STREET A
ELEVATION - 4802.81 CITY OF BOZEMAN DATUM
9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. FL-91.04
,L' 10. THE CITY WILL TEST AND TAP THE EXISTING WATER MAIN AT THE OWNERS EXPENSE.WILLCIA a w a I _ THE TAPPING SLEEVE WILL BE INSTALLEDED BY THE CONTRACTOR. 4790 -L
15-'RCP 5"RCP 15+00 16+00--- _1
.-0+00. _. _... --_1+00
15"RCP -
AS-BUILT 1A STORM SEWER PROFLE ri STORM SEWER PROFLE
Q 7/� ABJ SCALE: (1'-W HORIZONTAL AND 1--3'VERTICAL) AB3 SCALE: (1--30'HORIZONTAL AND 1"-X VERTICAL)
Fi M00154.1
ANZi
cRDss sEcncw
0) ���ENGINEERING
15 Ww�Q.A umm STORM SEWER PROFILES COMSTOCK APARTMIIVTS PHASE 3
n co 2415■ed YAin Street,Saik t Borem�a Yaotaw 5921e
4oAI sn-uls•r.z(weI sm-rroe•ckHeo4 een RGNeAIeGe.ort SEWER, WATER AND STREET Il IolPROVEMENTS oAB3
x 3 MANHOLE TEE SECTION W/ STORM SEWER INLETS AND DETAILS
--
- Ri"i•iS STREET, BO2:E2vfAN, MONTANA
S AB3
SCALE: NTS -
aB�W,r
_ - -- 4
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