HomeMy WebLinkAboutC'Mon Inn 1 LIGHT POLE __ JO'-YOD JOINT 1 I III pNTq '
1 1i I ACCESS A MENT \1`...,N,q''%:
BENCHMARK DATUMr s� FOR TH11EFyT I II
1 m ElEV�163BE. 1 A'D USE OF LOTS 1-�h-2/� I 11 '.
30.30'WAIF INI 1 11 \ I ; �I PROJ�E`CT JULIE L.
19 M 1 Pr 1 1 ,1 � B—B I 111 I ��. �� No 1S 1P
19 31
9D'BEND SITE
W/THRU T - -
BLOCK AND 22 1 HYDRANT IN
WATER U T.
BENC F HMARK 11 la-WOEill
1 _ ELEVVi 164,9,; - [9— , , j LEGEND
EXISTING GROUND CONTOURS DRAWN BY: CC
SETBACKS
CHECKED B SM
1 C+. •'�Z so wx PROPERTY LINES Y
f' h scr i 1 `-".T HYDRANT - EDGE OF PAVEMENT
PSG, I e ' CULVERT _ II DRAWING DATE: JULY 12,2002
'fY \ r +-8•W e.w ELEv-4645.8 I EXISTING WATER LINE REVISION DATE: Aug.18,2004
------ 1 m EXISTING WATER VALVE
1 1 � ' I a Tf EXISTING FIRE HYDRANT t
1 C, -A - I EXISTING SEWER LINE
} g SETBACE QS EXISTING SEWER MANHOLE
_. ab I SETBACK
TRACT E-1 £ +� - 1 �— ELECTRICAL LINE z
i I I 0 ELECTRICAL BOX
C.os. 1 1 l � aa�, I I 2 ti,1:,
I —,— TELEPHONE LINE BOZEMAN ti�
A RANCH, INC. I AP pg
1 I ® TELEPHONE RISER �w
I 11 I,I -- EASEM NT�R — NEW WATER LINE Cy H o
40' •^I l 014 NEW WATER VALVE mom
PR D '0•AME ra I 1 m 1 .• -"�` $q 1 'w NEW FIRE HYDRANT
600uM wl M_ 112
�422 g NEW SEWER LINESD NEW STORM DRAIN LINE
\ PS, � I ■ NEW STORM DRAIN INLETW V z o
II' 1 ��' cusnq P4 s[aw"Nn ® NEW STORM DRAIN MANHOLE O m 7
m NEW SEWER MANHOLE
N
l HOTEL -es j ® NEW SEWER CLEANOUT
I' 11 J25 UN o1+=044 1 rIl \ �� DRAINAGE FLOW DIRECTION Q
VICINITY MAP o
CURB AND GUTTER NOT TO SCALE 0°0
1
NEW SIDEWALK
` t 15' xs-wlor-L PAm PS 1 T`� \ O
NEW ASPHALT xo n
} -Y C 1 0" \ 7 Elev. AT TOP BACK CURB pm^5 \ — Elev. AT TOP OF ASPHAL I eo g
PROPOSED LIGHT w �.o
IRRIGATION CONDUIT
3 t l \ \ 7Y EXISTING CONTOUR MINOR I 2*STEEL PIPE PRIMED
IR J \ y EXISTING CONTOUR MAJOR AND PAINTED m
\ o FINISH CONTOUR MINOR
l o HYDRANT t 1
\ - FINISH CONTOUR MAJOR Y
BENCHMARK
EL.EV-4843.38 PS �l M
I/ \ \
1 V _ \ rrn is wE�ia
AAA �---- .
n \\ __ --1 NCH MARK
EgEV-4845.25 OBIKE RACK DETAIL u
SCALE: NTS
ACCOLA RANCH,INC
PS k
TRACT£-I C
• C -I /
CO S.No. 1827 �
» T� �� • 3� 1 1 , ` `k
1 OB 1 TC
_ ustar"r1#4
ZONING N
A,.I 20NING ON SITE IS'B-2'. ADJOINING PROPERTY IJ
IONED AS INDICATED O
'IV
}TOpie 1 70 NOTE PARKING LOT STRIPING SHALL
It �' L 1 WI BE 4' DE PAINTED LINES
AREAS � (n Q
OTAL LOT AREA.\ 1 FA m IAA 8'-WiDE SIDE NEW BUILDING AREA 1FOOTPRINT 84.649 sq. fs 4758t. 39sq,oN� ~ z
YARD SETBACK
i °ARKING AND DRIVEWAY AREA-68,272 sq.ft,
O SITE PLAN '' i l4 w) �\ GREEN AREA LANDSCAPING-61,234 sq.ft. L i Q
SIDEWALK/GARBAGE/PATIO.11,382 sq.ft. �)
SCALE: 1' 40' l+c . Irk, 1� :�i 0
PARKING\ BUILDING COVERAGE:23.6% l _1 LL.I
LOT I \ PARKING AND DRIVEWAY COVERAGE>•37.0%GRE CC
\ ®�\ 901WS/N PHASEENTER SDEEWALK /GARBAGE/N AREA NPATIO-6.2% 0 L
\ SUBOMSICN PHASE r O R
j)—a BA tn a
BEARINGSGS FOR FOR ^
\ row" SS BEARING a z
THIS PROJECT ARE BASED ON GEODETIC NORTH AS �
CIVIL ENGINEER Q
DETERMINED BY GPS SATELLITES ���J//
STRUCTURAL ENGINEER MECHANICAL ENGINEER ELECTRICAL ENGINEER ARCHITECT SAMOFa"AT10N - �
ELEVATIONS FOR THIS PROJECT ARE BASED ON THE CITY OF LI.T LLI
GASTON ENGINEERING & SURVEYING P C HEYER ENGINEERING PC MARTIN MECHANICAL DESIGN, INC POYKKO EKG. DESIGN SERVICES INC. DESIGN-7 P.C. BOZEMAN DATUM L N
ADDRESS: 211 HAGGERTY LANE +\\\ 7 ADDRESS: 10 NORTH 8th ST. Y`\1�11 �,, ADDRESS: 1 N. 2nd ST. SUITE 1 \\\\11111II,,/, ADDRESS: 311 S. 4th ST. SUITE 110 \+�\\I�II`'i,, \\11111I , F m
_ P.O. BOX 861 ADDRESS: 1407 1st STREET N ` �,
�\� �� FARGO. ND 58102 ` �'� FARGO. NO 58102 �'� GRAND FORKS ND 58102 FARGO. ND 58104
BOZEMAN 5 59715 TELEPHONE: 701-280-0949 �/�
TELEPHONE: 701-293-7957 TELEPHONE: 406-586-0588 - TELEPHONE: 701-775-2870 TELEPHONE: 701-293-6915
GERA35 GASTON - FAX: 701-2aever-e JAMES BEYER - FAX: 701-293-7381 /
FAX: 406-586-0589 � I BRIAN MARTIN � /` FAX 701-775-3144 BRIAN POYKKO ///
3594E - E-MAIL: scottmtlever-ena.com 11080 1 l ` FAX: 701-293-6919 RONALD E. DICK
E-MAIL: oaston®avicom net - E-MAIL: bmartin0mortinmech c 1557SPE ' E-MAIL: m•ke0oovkkoenaineerinaa 12233PE E-MAIL: desian78rrlcleodusa n
CONTACTS: JIM HEYER CONTACTS: DENNIS MARTIN CONTACTS: MIKE MARSCHALL SHEET INDEX
CONTACTS: JERRY GASTON CONTACTS: RON DICK
STEVE RUDE '�\ � ��++ SCOTT FOURNIER ��� �� BRIAN MARTIN 1� �
\ BRAIN POYKKO % �\�
'/,/1111111"\ ' 'Ill I I11, IL ` /\��`\ ,, ,/ `\� MIKE VONDAL % ` J A0.1 - ARCHITECTURAL SITE PLAN
AD.2 - SITE DETAILS & NOTES
GENERAL CONTRACTOR A3.1 - EXTERIOR ELEVATIONS
OWNER DEVELOPER A3.2 - EXTERIOR ELEVATIONS
INNES CONSiRUCT10N BOMONT L.L.C. YELLOWSTONE MANAGEMENT C1.0 - SITE IMPROVEMENTSC2.0 - GRADING & DRAINAGE PLAN
ADDRESS: _ 4324 UNIVERSITY AVENUE ADDRESS: C3.0 - SITE UTILITY PLAN / STORM DRAIN DETAILS
GRAND FORKS, NO 58203 43 4 NI RSITY A N 1E ADDRESS: 4324 UNIVERSITY A NUE C4.0 - FIRE SERVICE LINE PLAN AND PROFILE TELEPHONE: 701 GRAND FORKS ND 58 0 GRAND FORKS. ND 59203 C5.0 - WATER MAIN EXTENSION & SEWER SERVICE PLAN AND PROF I,__
-746-5461 TELEPHONE: 701-775-3143 TELEPHONE: _701-775-3143 L1.0 - LANDSCAPE PLAN CI w O
FAX: 701-746-0234 FAX: 701-746-0234
E-MAIL: - E-MAIL- FAX: 701-746-0234
CONTACTS: JEFF JOHNSON
E-MAIL: DRAWING No: 02-502.dw
CONTACTS: TROY AASMUS CONTACTS: TROY AASMUS 9
PROJECT No: 02-502
M"
JULIEL.
GASTON
;y•,N0.115 tP
'O•`Fs�� rl
rrnsii�ro
DRAWN BY: CC
UP N
CHECKED BY: BM4-,
DRAWING DATE: JULY 12.2002
REVISION DATE: Jan.29,2004
_ _ STAIR Il
VEST � D7
tiF 61
_ Sta.IMPROVEMENTS
END SERVICE LINE
FIRE SERVICE
INSTALL w
NICE RISERRWIT AND TER WF
BEND
RUST BLOCKING,AND RED(ROD. Z m a
• 4'DUCTILE M WATER ~O W a o
MECHANIGQ
4'WATER SERVICE UNE Sta-0+00 BEGIN FIRE SERVICE AND I U Z c
—1'Min.,2'Max. WATER SERVICE UNE IMPROVEMENTS) ��FIRE UNE [ o
5 m� (MATCH UNE Sta.0+46.18,B-UNE)
CONNECT TO PROPOSED B'x 6'
AND 8'X 4-TEES Sta.0+10.Do Sta.O+B3.60 EEc;
ELEVATOR 5, V VE B j ALVES BUILDING EXTERIOR. �i j G
IP.R
6'FIRE SERVICE LINE EaFM - CONSTRUCTION NOTES: W/MEGALUG RESTRAINTS. W.:
07 n
Woo
CLASS I SYSTEM SERVICE LINE PLAN VIEW zo
AS PER CITY OF BOZEMAN FIRE LINE z �o
POLICY MAY 31, 1997 S 0+00 — END
SCALE:
: 1'-20' Z o a
fi
O- 90'BEND MATH THRUST BLOCK. in
0
(DP
- 6" AND 4' CLASS 51 DUCTILE IRON u
LEGEND
PIPE (typ).
MECHANICAL ROOM Z O-OF-Y4 THE AVAILABLE M.J. FLANGE BOLL MIN REDI ROD, INSTALLED IN HAZE y
'� FLANGED OS&Y VALVE
SCALE: 1'- 5' o
HOLES (TYP.) I.E. EVERY OTHER HOLE.
4660 W
r
� a� 1 OBLE CHECK VALVE MIN.
O EIREMENT) AS IN
O- MUELLER OS&Y VALVE. 7 ONWAPPROVED PLAN(S)CATED
GENERAL NOTES CITY OF BOZEMAN REQUIREMENTS 3 X
Q 5 - DOUBLE CHECK VALVE (by others). 4665
TRAFFIC CONTROL: -- -
FOR INSTALLATION OF 0
L - - -
NO PRESSURE GAUGES OR
FTTTIGS
TRAFFIC CONTROL FOR WORK CONDUCTED IN THE STREET WILL BE REQUIRED, AND CONDUCTED AS PER MPW DOUBLE CHECK VALVE ASSEMBLY PRESSURE GAUGE DOWNSTREAM
ALLOWED UNTIL DOWNSTREAM
STANDARD SPECIFICATIONS AND CITY OF BOZEMAN REGULATIONS. SIDE OF BACK FLOW
46M - _ _ ASSEMBLY
UNDERGROUND/OVERHEAD UTILITIES: 1. THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL LISTED FLANGED KENNEDY OR Z
CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT EXISTING UTILITY COMPANIES AND COORDINATE WITH MUELLER OS&Y VALVE THE SAME SIZE AS THE FIRE SERVICE LINE. FLANGE TO BE THREADED ON STANDPIPE,M.J.
SUCH PRIOR TO BEGINNING CONSTRUCTION. EXISTING UTILITIES SHOWN ON THE PLANS ARE SHOWN AT TO FLANGE ADAPTERS NOT ACCEPTABLE 5 Q
THEIR APPROXIMATE LOCATION AND TO THE BEST KNOWLEDGE OF THE ENGINEER. CONTRACTOR SHALL BE 2. ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL BE: (TYPICAL FOR ALL RISER CONFIGURA _J
RESPONSIBLE TO ENSURE THAT ALL EXISTING UTILITIES HAVE BEEN PROPERLY LOCATED BY THEIR A. UL OR FM LISTED. M
RESPECTIVE OWNERS. B. APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS CONNECTION --- --- --
Lij
ONE CALL UTILITY LOCATE ........................1-800-424-5555 CONTROL AND HYDRAULIC RESEARCH (USCFCCCHR) FOR OPERATION IN THE PROPOSED POSITION 46u I -464a.0
(VERTICAL OR HORIZONTAL) AS SHOWN ON APPROVED PLANS. �XISTING GROUND 1 MIN..2'
FLOOR Z
CONTRACTOR SHALL MAKE ARRANGEMENTS WITH UTILITY COMPANY TO PROTECT, SUPPORT AND/OR C. INSTALLED AS SHOWN ON THE APPROVED PLANS.
RELOCATE ALL EXISTING UTILITIES,UTILITY BOXES OR UTILITY POLES AS NECESSARY DURING CONSTRUCTION. PROVIDE ON FOR WATER L OR
3. A FLOW DETECTION DEVICE SHALL BE INSTALLED IMMEDIATELY FOLLOWING THE DOUBLE CHECK 3 FLOOR PIPE
FOR ALL WALL OR
PAVEMENT SECTION REPLACEMENT: VALVE ASSEMBLY(ALARM CHECK VALVE, FLOW SENSOR/ALARM, METER, ETC.) AS SHOWN ON THE 4840 FLOOR PIPE PENETRATIONS. Lil
THE CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE ALL EXISTING GRAVEL AND PAVED AREAS OR APPROVED PLANS. PADDLE-TYPE FLOW ALARMS NOT PERMITTED ON DRY SYSTEMS. FINISH GRADE 1` 2 U Q
SURFACES TO THEIR PRECONSTRUCTION CONDITION. THE CONTRACTOR SHALL REPLACE EXISTING GRAVEL 16'MIN � Z
AND PAVED SURFACES WITH LIKE KIND MATERIAL OF EQUAL DEPTH. ASPHALT SHALL BE HOT PLANT MIX 4. A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAY BE USED WITH A STANDARD CITY OF - - ECHANICAL JOINT Q
SURFACE COURSE. BOZEMAN METER. THE METER LOOP OF THE DOUBLE DETECTOR CHECK VALVE SHALL HAVE ALEJ
TOPOGRAPHIC SURVEY: DOUBLE CHECK VALVE ASSEMBLY INSTALLED WHICH MEETS THE SAME INSTALLATION CRITERIA cn W _j z
ELEVATION ARE BASED ON CONTOUR MAP PROVIDED BY TOPOGRAPHIC SURVEY CONDUCTED ON 10/10/2000 SPECIFIED ABOVE IN REQUIREMENT NUMBER TWO. 411W T I� Z
BID
AND THE LOCATION AND OR ELEVATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE BASED ON 8'CE51� O O
RECORDS OF THE VARIOUS UTILITY COMPANIES OR CITY OF BOZEMAN RECORD. THE INFORMATION IS NOT TO 5. HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF 2' ABOVE THE FINISHED FLOOR. m FIRE RM I.INF €o ONLY FITTINGS ALLOWED
BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL FOR UTILITY LOCATION AT BETWEEN RRS7 OS&Y VALVE (lJ
i NOTE 95.60 LE
OF CL51 DIP WATER 4rco AND BACK FLOW ASSEMBLY TO
LEAST 48 HOURS PRIOR TO ANY EXCAVATION AND REQUEST EXACT FIELD LOCATION OF ALL UTILITIES WHICH 6. THE FIRE SERVICE RISER MUST BE A MINIMUM OF 2' FROM ANY OUTSIDE WALL, AND A MINIMUM wiz c SERMcl TINE IN SA E TRENCH. Nz BE EITHER 90'BEND AND/OR
CONFLICT MATH PROPOSED IMPROVEMENTS SHOWN ON PLANS OR SPECIFIED IN SPECIFICATIONS. OF 1' FROM ANY INTERIOR WALL. ww7� � MAINTAIN 7'SEPARTATION. zp< j
�� REQUIRED SIZE REOUCnON PIPE O ' z
m ti AS DESCRIBED IN 10.o BELOW. Q Q
SPECIFICATIONS: 7. THE INCOMING FIRE SERVICE UNE SHALL BE A MINIMUM 6.5'. AND A MAXIMUM OF 7.5' BELOW TH! �rc m o5R
WATER MAIN CONSTRUCTION SHALL BE IN ACCORDANCE MATH MPW STANDARD SPECIFICATIONS AND CITY OF FINISHED GRADE. ma$m. S" - - - � o� O Q w
BOZEMAN STD REVISIONS INCLUDING STD DRAWINGS NO.(S)MPW 02221-1, MPW/BZN REVISED 02718-1.BZN i o is I sum
02718-8, BZN 02213-2,BZN 02718-4,BZN 02718-5. 8. ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PSI. "� u o ��a.igr\ \) z N
FIRE LINE POLICY: AND LARGER SHALL BE CLASS 51 DUCTILE IRON PIPE. 4625 w - $
9. ALL FIRE SERVICE ONES 4"
m�wo
FIRE LINE CONSTRUCTION SHALL BE IN COMPLETE ACCORDANCE WITH CITY OF BOZEMAN FIRE LINE POLICY
MARCH 31, 1997. INCLUDING STD DETAIL NO. 02719-3(2000). ovwi r- Y z °' 5<� O LLJ
10. UNE SIZING: THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZE TO BOTH THE o o ^o < ci
+2 +w W U
PRECONSTRUCTION CONFERENCE: INCOMING PIPE DIAMETER (UPSTREAM) AND OUTGOING PIPE DIAMETER (DOWNSTREAM). FOR EXAMPLE, .<s m _ — >
A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CONTRACTOR,ENGINEER, AND CITY OF BOZEMAN A 4" FIRE SERVICE UNE SHOULD HAVE A 4" DOUBLE CHECK VALVE ASSEMBLY. u,3ao . w°Jimrc
PRIOR TO CONSTRUCTION. DATUM me.
SHOULD THIS INSTALLATION CRITERIA BE IMPOSSIBLE,OR UNDESIRABLE, THE FOLLOWING MODIFICATIONS MAY BE rem
W
DOUBLE CHECK VALVE: MADE:
THE DOUBLE CHECK VALVE ASSEMBLY MUST BE APPROVED BY THE MANUFACTURER AND THE FOUNDATION A. THE INCOMING PIPE DIAMETER(UPSTREAM)SHALL BE THE SAME SIZE(NOMINAL SIZE)AS THE DOUBLE CHECK r
FOR CROSS-CONNECTION CONTROL&HYDRAULIC RESEARCH UNIVERSITY OF SOUTHERN VALVE ASSEMBLY FOR A MINIMUM OF TEN(10)PIPE DIAMETERS UPSTREAM OF(IN FRONT OF)THE DOUBLE F
CALIFORNIA,FOR OPERATION IN THE VERTICAL POSITION. CHECK VALVE ASSEMBLY. L 1 w
B. THE OUTGOING PIPE DIAMETER(DOWNSTREAM)SHALL BE THE SAME SIZE(NOMINAL SIZE)AS THE DOUBLE ry
CHECK VALVE ASSEMBLY FOR A MINIMUM OF THREE(3)PIPE DIAMETERS DOWNSTREAM OF(IN BACK OF)THE 0+00 0+50 1+00
DOUBLE CHECK VALVE ASSEMBLY. F�
C. EXAMPLE: F�
INCOMING(UPSTREAM)FIRE SERVICE LINE - 4'
DOUBLE CHECK VALVE ASSEMBLY = 2'
OUTGOING(DOWNSTREAM)LINE SIZE = 4' SERVICE LINE PROFILE VIEW
THE INCOMING UNE UPSTREAM MUST BE REDUCED TO A 2'LINE SIZE A MINIMUM OF 20-(10 X 2")PRIOR TO
THE INSTALLATION OF THE DOUBLE CHECK VALVE ASSEMBLY,AND THE DOWNSTREAM LINE MUST BE REDUCED TO Sta. 0+00 - END
2"FOR A DISTANCE OF 6"(3 X 2")BEFORE IT IS UPSIZED TO THE DOWNSTREAM UNE SIZE OF 4".
SCALE: VERTICAL 1' 5' r^ /�
HORIZONTAL: 1'-20' `+J / L.//..O
ONLY FITTINGS ALLOWED BETWEEN FIRST OS&Y VALVE AND � ■`/
BACKFLOW ASSEMBLY TO BE EITHER 90•BEND AND/OR
REQUIRED SIZE REDUCTION PIPE AS DESCRIBED IN 10.A ABOVE. DRAWING No: OT-502.4wg
PROJECT No: 02-502
HYDRANT
BENCHMARK F�•�uNiq
ELEV-4843.388+24.47 \• h'q
6'x 8'TEE AND I sly
IS",
0+00 00
(BEGIN A-LINE WATERAMPROVEMENTS) / FIRE H I BLY W/T.B.30.98•L \ St°.G+00.00(BEGM B-LINE WATER IMPROVEMENTS) JU(IEL •,•
CONNECT TO EXISTING 12'WATER MAIN. 12'TAPPING 7EE, GATE VE. A \ CONNECT TO EXISTING 12'WATER MAIN. 12'x 8'TAPPING TEE,6'GATE VALVE,AND VALVE BOX GASfN ,• ,:
AND VALVE BOX W/T.B. \ \ / W/T.B.ON ALL NO 11 1P
it 12'x6'TAPPING TEE AND FIRE \\'s\ \\ St°.8+45.79(END 15LINE WATER IMPROVEMENTS) St..G+46.18
ANT (MATCH LINE Sta.2+83.31 B-LINE) J.'
/ YDRANT ASSEMBLY W/TB 6.5'OF 6- w \ � \ \ (MATCH UNE St.0+00.FIRE LINE)
H NCHMARK ♦ e'90'BEND W/T.B. St°.0+56.22
GIP E[.EV-4845.26 \ \ 6'x 6'TEE W/T.B. (MATCH LINE St.4+77.62,A-LINE)
\ \
�BLOCK AND 2YLF Sta.0+4A18 B'WATER MAIN CROSSING MNNTNN
/ / // ♦ �� \ WATER LINE 8'x 4'TEL 95.60 lF 4'CL51 DIP, DRAWN BY: CC
/ Sto.5+88.27 s�� 4'GATE VALVE AND VALVE BOX W/T.B.
6'11JP BEND W/T.B. / i ! UCHT POLE ` \ CHECKED BY. BM
Sto.0+70.29
r 'p•A c / 1 DRAWING DATE: JULY 12,2002
t°.4+77.62 k DATUM 1 1 8'11?G'BE/ID W/T.B. 1 � I
.+ / EIEV-4638.95 1 1 `0'-•
(W1TON LINE Sta.0+56,22,SEWER LINE.) ./ �.., n1 11p I I
�\ / ^M 1--_ , REVISION DATE: JANUARY 8,2007
E%ISIING 12'WATER MAIN "4� - Bw SEWER SERVICE CROSSING.MAINTAIN �y}A p�� _
/�" � StI7.OF10.00 Mh.16'VER SEPARATION. , .,Q.% / �4_---/
/ \ \ "W/Ta HY8(2ANT Sta.2+83.31 � ��H•c o u,w
BENCHMARK BENCHMARK ��Z6 �.03- 3+e3.�i _
4845.25 q ELEV-4841.92 e'w e•w-1 . (END B-LINE WATER IMPROVEMENTS) Sfs 1+00.57
\ \ \ A-LNE x ( ) - CdlECT TO
O65TMIG ChZ z
K WATER MAIN --- --- --- CONNECT TO et 07 BEND;A-LINE
SEWER SRIB.
B'WATER
IRRIGATION CONDUITSta.CROS0+SIN30.G. i\ '��` .+/ ct'• 1 1 1 - (BEGIN SEWER IMPROVEMENTS) \ cif ti~ Pn o o
�C993 60+1
\ ,� EX15TM1C 12'WATER MN N CLEANWT \ [ry�t
0.
ei.�' �'0 a' / / / Sta OIJ0.09C.O.B.StA Dwq
St..2+54.81 \,X�' / + N0.G2722-9,Auq.1094) \
8'90•BEND \ \ / / .s Y 61RIGATNON CONDUIT LRt)59N0. 1 E;•1 W
/ '��y 8'SEWER SERVCE Stci 9
LINE 8'SEWER CU"ANO1T
N (Ref.C.O.B.$ld Dwq N0.02722-9,
/ \ Nov WATER LINE PLAN VIEW N
Sta.4+82.32
z sroR NCROSSINc. B-LINE, Sta. 0+00 - END SEWER SERVICE PLAN VIEW ms
MAINTAIN Mh.18'VE'TI ARATION. SCALE: 1'-So• Sta. 0+00 - END pm^
INSTALL 8'10 6'TEE SCA;h 1"= 50' r,
ti WATER LINE PLAN VIEW �•a sO8 A `Y Q
A-LINE, Sta. 0+00 - END z
U
SCALE: 1'-50'
4650 . - 4660-- - - - __-_-. ... - 4660
I
4655. _ - 4655 -
4656 - N
HY eti
z v U 46504650
4650
is EXISTING GROUND ♦� a 5
4645 _ 4645 r^
u�i 4645
EXISTING(Y20UN0 FINISH GRADE w
Fl -- �� ..STING
4Rp�+ND O
4640 4640 -
4640 1 6
FINISH OR E
Z
9.5'Min_ O 0 Q
COKEJJ4 ,
N IN 4 79 LF 6'�CL51 DIP WATER MAI 8�5DR 5 Tq LL 109.57,F (n z z
F 8'.CL51 DIP WATER MAIN V -
4635 INSTALIE.18 31 lF 4635 C$ENE'R SERV; z Q Q
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o N I CF.
w w z z
F� Tl I I I - X Q O
1 Ty
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w
4625 ;6 Zr W wOo
d /
a - Q m
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NGi a L n i T;'.rm oo
DATM 6v DA7VM M DATUM
'wv..00 4B20.00
4BP0.00
N v
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 0+00 0+50 1+00 1+50 2+00 2+50 0+00 0+50 1+00
WATER LINE PROFILE VIEW WATER LINE PROFILE VIEW SEWER SERVICE PROFILE VIEW
A-LINE, Sta. 0+00 - END B-LINE, Sta. 0+00 - END Sta. 0+00 - END
SCALE: VERTICAL: 1'-5' SCALE: VERTICAL: 1'= 5' SCALE: VERTICAL: 1'-5' M
HORIZONTAL: 1'-50• HORIZONTAL- 1'- ':('' HORIZONTAL: 1'-50'
CS.0
DRAWING No: 02-502Awq
PROJECT No: 02-502