HomeMy WebLinkAboutBrookside Park Apartments GENERAL NOTES LEGEND
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1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS. (R) RECORD DISTANCE OR AZIMUTH 1 6] 185- 2600 TA No.
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE (M) MEASURED DISTANCE OR AZIMUTH [N50) 4,5, 51 q�/=Y/Pjp
( ,...o z J�7` ,/ter LY. /.Z r
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN 1 CI Y F j3WSi
ENGINEERING DEPARTMENT. FOUND 5/8 INCH REBAR WITH 1 1/4 INCH / WELL
PLASTIC CAP MARKED(GASTON)OR AS NOTED
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3. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT TO THE CONCRETE R/W MONUMENT \\ /
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ENGINEER AND THE CITY OF BOZEMAN,WORKING DRAWINGS,SPECIFICATION 4'x4"
CATION SHEETS,ETC.,
FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. BASIS FOR AZIMUTHS FROM NORTH: Sheet 3OJ 3
INSTALLATION SHALL NOT BE MADE'WITHOUT THE PRIOR WRITTEN APPROVAL or ALL _ m �'ox (16 (a.76I (Ji.9eJx
EQUIPMENT ANO MATERIALS BY THE ENGINEER. (APPLIES TO PUBLIC SEWER/WATER AMENDED PUT OF LOT 10 AND LOT 11,TAI LANE ADDITION
_ m ;y;�y -
MAINS AND STREET IMPROVEMENTS ONLY.) [N45.00'00•E]BEARING COMPUTED FROM AZIMUTH SHOWN \�`�V/" 1� n <7i'I �v )(41.7
PROPOSED SPOT ELEVATION
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE �//II II -��
BEGINNING OF CONSTRUCTION. - 2.H I a a M
10.00 BUILDING TIE DIMENSION ) (�) V' qq 7/2o/m
5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS ��� � \ e a
PRIOR TO BEGINNING CONSTRUCTION. TRAFFIC FLOW - 400 �Z C!t _
✓ LF< f 8 y0.� g o0
6- TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. '�lY� �' \ ( -
DRAINAGE DIRECTION '1'I
7. TRENCH BACNFILL SHALL BE TYPE A.FOR ALL AREAS TO BE PAVED. `-`. EXISTING FIRE HYDRANT Z - - �� Sd$
f <12.40 25 SETBA(;Y
8, BENCHMARK TOP OF 5/8"REBAR WITH YPC NEW 2'DOMESTIC LINE
ELEVATION 484700 FEET(CITY OF BOZEMAN DATUM) 5�^.fi EXISTING CONTOUR LINE ( J 2700
,((\) II(� INSTALL 2" >o
9. ACCORDING TO CITY OF BOZEMAN REQUIREMENTS,APPROVED DOUBLE CHECK BACKFLOW PROPERTY LINE " I//7/�/ CURB STOP 'y INSTALL 45•x73•x48 LONG CLASS
PREVENTION DEVICE MUST BE INSTALLED BY THE OWNER FOR THE NEW BUILDING SHOWN, `,9 i 4842 _ (a )_ - �p RCP ARCH CULVERT WITH FET'S Z�
10. FIRE LINE INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF BOZEMAN FIRE - ADJOINING PROPERTY LINE _ -
SERVICE LINE STANDARD. THE 2"FIRE SERVICE LINE INCLUDING THE OS&Y VALVE ARE TO BE -- n11�
PROPOSED CONCRETE
POND CONTOUR 'r GUSH ITITITITIT� _.- 1,' 2 K
EASEMENT LINE /y/ -
INSTALLED AS PART OF THIS PROJECT. % A]
11. THE 2'FIRE SERVICE LINE IS TO BE PRESSURE TESTED AND CHLORINATED BY A SINGLE CONTRACTOR ../
FROM THE POINT OF CONNECTION AT THE CITY WATER MAIN TO THE OS&Y VALVE IN THE BUILDING -.-.- k' M'�4843 ���p� = W
12. APPLICATIONS FOR WATER SERVICES MUST BE MADE BEFORE THE FIRE SERVICE LINE EXISTING WATER LINE __ __ FLOW ?
AND DOMESTIC SERVICE LINE CAN BE INSTALLED. _ B9'SD1D� FLOW 1'7 (7600 ---- -------- Ji' ) ` C z
13. THE 6.5'MINIMUM COVER OVER THE NEW FIRE LINE MUST BE IN PLACE OR SUFFICIENT INSULATION PROPOSED WATER LINE -_ -. - N$ W o
INSTALLED OVER TI1E FIRE LINE IF 6.5'OF COVER CAN NOT BE MAINTAINED,BEFORE THE LINE EXISTING SEVER LINE Farmers Canal =______________
WILL BE ACTIVATED. _� - - - --_-:- -
14- THIS PROJECT WILL BE CONSTRUCTED IN ACCORDANCE WITH'MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, PROPOSED SEWER LINE -
41H EDITION,JANUARY 1996 AND ADDENDUM NO. 1,JUNE 1,1998'(SECTION NUMBERS WITH MPW PREFIX),AND --- --
'CITY OF SOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,4TH EDITION,MAY 1997, - f _
-- -
ADDENDUM NO.1,FEB. 1998 AND ADDENDUM NO.2,MARCH 2O0C." GAS FL EL- 4838.00
EDGE OF PAVED ROAD
�A(I T 4A (4310)FL EL-4837.75
- - - 14" W
14'x2'SERVICE SADDLE
West College street - Q
S�
OF'
NOM QPF'PQJ
INSTALL 2"COPPER PIPE AND 2"OS&Y VALVE O4t,_aJ
OS&Y VALVE SHALL BE EITHER aG cnnJ,�F'
MUELLER OR KENNEDY,AND
UL APPROVED QC' 4-OFI^
(VERIFY WITH MECHANICAL DRAWINGS)
NO PRESSURE GAUGES OR PRESSURE GAUGE
FITTINGS ALLOWED UNTIL DOWNSTREAM SIDE
STANDPIPE SHALL BE OF BACKFLOW ASSEMBLY
2'MINIMUM FROM ANY
OUTSIDE WALL (DOUBLE CHECK ASSEMBLY
MINIIMUMREQUIREMENTA
INDICATED ON APPROVED PLANS) �3h'
3 THIS PORTION BY FlRE
LJSPRINKLER DESIGN ENGINEERt�Q
iBY OTHERS
LTHREAD 2•COPPER PIPE ��P��
05 VALVE USING
M THREAD p
MALE ADAPTERK
2"TYPE K ANNEALED
COPPER PIPE(TYP.)
GRAVEL FLOOR IN CRAWLSPACE
4844
�H2"QUARTER O
BEND COUPLING
O
2"BRS\
Y V
SERVICE CLAMP AND 111
2"CORPORATION STOP g
FIRE LINE DETAIL 4840 /AWE N
C2 SCALE: NTS CLASS 1 SYSTEM i 2,7 / ♦ O
CITY OF BO MAN DOUR IF CHECK VAI ASS MBLV 1111�-----� V
O 1. THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL LISTED KENNEDY OR MUELLER OS&Y VALVE THE SAME SIZE
AS THE FIRE SERVICE LINE. BY OTHERS
2- ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL BE: i6
A. UL OR FM LISTED. DOUBLE CHECK VALVE ASSEMBLY
(^I)
B. APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS SECTION CONTROL AND HYDRAULIC RESEARCH ?
FOR OPERATION IN THE PROPOSED POSITION(VERTICAL OR HORIZONTAL)AS SHOWN ON THE APPROVED PLANS. I (MINIMUM REQUI
V REMENT AS
C. INSTALLED AS SHOWN ON THE APPROVED PLANS, in INDICATED ON APPROVED PLANS)
3. A FLOW DETECTION DEVICE SHALL BE INSTALLED IMMEDIATELY FOLLOWING THE DOUBLE CHECK VALVE ASSEMBLY(ALARM CHECK VALVE, n 4=R00 INSUL 77ON
FLOW SENSOR/ALARM,METER,ETC.)AS SHOWN ON THE APPROVED PLANS. PADDLE-TYPE FLOW ALARMS NOT PERMITTED ON DRY SYSTEMS. 4838 4'WDf x 26'LONG
4. A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAY BE USED WITH A STANDARD CITY OF BOZEMAN METER. THE METER LOOP D<THE Tp
DOUBLE DETECTOR CHECK VALVE SHALL HAVE A DOUBLE CHECK VALVE ASSEMBLY INSTALLED WHICH MEETS THE SAME INSTALLATION ATST 14'D.LP WATER MAIN
CRITERIA SPECIFIED ABOVE IN REQUIREMENT NUMBER TWO.
5. HORIZONTAL INSTALLATIONS MUST BE MINIMUM OF V ABOVE THE FINISHED FLOOR. GRAVEL FLOOR
6. THE FIRE SERVICE RISER MUST BE A MINIMUM OF 2 FEET FROM ANY OUTSIDE WALL.
7. THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM OF 6.5'AND A MAXIMUM OF 7.5'BELOW THE FINISHED GRADE.
S. ALL FIRE SERVICE LNE APPURTENANCES SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PSI. ALL FIRE SERVICE LINES 4'AND 48 LF TYPE K ANNEALED
9. ALL FIRE SERVICE LINES 4"AND LARGER SHALL BE CLASS 51 DUCTILE IRON PIPE. 2"C R PIPE
0 10. LINE SIZING: THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZE 1/!1 NICK FL
TO BOTH THE INCOMING PIPE DIAMETER(UPSTREAM)AND OUTGOING PIPE DIAMETER(DOWNSTREAM). INSULA 7701 22 LF TYPE K ANNEALED
FOR EXAMPLE A 4'RRESERVICE LINE SHOULD HAVE A 4'DOUBLE CHECK VALVE ASSEMBLY. 7 SHOULD THIS INSTALLATION CRITERIA BE IMPOSSIBLE.OR UNDESIRABLE, THE FOLLOWING MODIFICATIONS MAY BE MADE: 1 COPPER PIPE
A. THE INCOMING PIPE DIAM(TE� UPSTREAM)SHALL BE THE SAME SIZE(NOMII AL SIZE)AS THE DOUBLE CHECK VALVE ASSEMBLY 9 CONSTRUCTED Drawing Date: f0/19/00
FOR A MINIMUM OF TEN 10 IPE DIAMETERS UPSTREAM OF(IN FRONT OF)THE DOUBLE CHECK VALVE ASSEMBLY.
B. THE OUTGOING PIPE DIAMETER(DOWNSTREAM SHALL BE THE SAME SIZE(NOMINAL SIZE AS THE DOUBLE CHECK VALVE ASSEMBLY r{� //�/�/rr{{�� 11 483
FOR A MINIMUM OF THREE(3)PIPE DIAMETERS DOWNSTREAM OF(IN BACK OF)THE DO BILE CHECK VALVE ASSEMBLY. 3123101 1
C. EXAM PI J+GO +BD
g INCOMING(UPSTREAM)FIRE SERVICE LINE -4"
OuTGOI CHECK VALVE M)LINE
-2 ��FIRE LINE PLAN AND PROFILE AB1
OUTGOING(DOWNSTREAM)LINE SIZE �4'
THE INCOMING LINE UPSTREAM MUST BE REDUCED TO A 2"LINE SIZE A MINIMUM OF 20"(10 x 2") PRIOR TO C2 SCALE:('"=20'-0"HORIZONTAL) (1'=2'-0"VERTICAL)
°gb THE INSTALLATION OF THE DOUBLE CHECK VALVE ASSEMBLY,AND THE DOWNSTREAM LINE MUST BE REDUCED TO 2"
b FOR A DISTANCE OF 6"(3 x 2')BEFORE IT IS UPSIZED TO THE DOWNSTREAM LINE SIZE OF 4'.
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CC
LEGEND I _ -
Il TRACT 4
GENERAL NOTES
(R) RECORD DISTANCE OR AZIMUTH m III
(M) MEASURED DISTANCE OR AZIMUTH d , I 43,540 Sal Ft
t. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND MPW STANDARD 16'JTIIUr AND j < I �� 0.9995 Acre
O FWND 5/8 INCH REBAR WITH 1 1/4 INCH SPECIFICATIONS,FOURTH EDITION,JAN.1996 AND C.O.B.CURRENT MODIFICATIONS TO THE MPWSS. ACCESS EASEMENT y�I
PLASTIC CAP MARKED(GASTON)OR AS NOTED 2, NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE I wS ill a
■ FOUND 4•x4"CONCRETE R/W MONUMENT MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN INSTALL 27 LF OF 6"PVC SDP 35 SS SERVICE O 6.90%
BASIS FOR AZIMUTHS FROM NORTH: ENGINEERING DEPARTMENT. I xl f III F f
AMENDED PLAT OF LOT 10 AND LOT 11, TAI LANE ADDITION 3, PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT TO THEFL EL= 4B35.Ot Sheet 1 Of
[N45'00'00•E)BEARING COMPUTED FROM AZIMUTH SHOWN ENGINEER AND THE CITY OF BOZEMAN,WORKING DRAWINGS,SPECIFICATION SHEETS,ETC., I I e .i _ �p7GAG3_-FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. I CON--
x(20.70) PROPOSED SPOT ELEVATION INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT I I I I L' fiyg�GOG
AND MATERIALS BY THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. i
(APPLIES TO PUBLIC SEWER/WATER MAINS AND STREET IMPROVEMENTS ONLY.) I If\ r AD y 55 O
20,00in
BUILDING TIE DIMENSION
I 6 gg LF '
TRAFFIC FLOW 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTIUTIES PRIOR TO THE
BEGINNING OF CONSTRUCTION. I - c '
j- G t LLpHC ry i ap !�
DRAINAGE DIRECTION 5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS N
PRIOR TO BEGINNING CONSTRUCTION, Z W
_ EXISTING FIRE HYDRANT m'w
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. I�--`
H- EXISTING CONTOUR UNE m u - r1.
7. TRENCH BACKFILL SHALL BE TYPE A.BELOW AREAS TO BE PAVED OR AS SPECIFIED BY MONTANA PUBLIC WORKS ci I_ C� J2
PROPERTY LINE STD.SPECIFICATIONS. TYPE C BACKFILL MAY BE USED ELSEWHERE AS SPECIFIED BY MPWSS- JAN 1996.
ADJOINING PROPERTY LINE 8. BENCHMARK: TOP OF 5/8"REBAR WITH YPC AT SOUTHEAST CORNER OF TRACT 3 j O
EASEMENT LINE ELEVATION- 484100 FEET(CITY OF BOZEMAN DATUM) I r
PROPOSED CONCRETE CURB 9. SITING 8" SANITARY SEWER STUB TO THE BUILDING IS THE RESPONSIBILITY ut I
I i TRACT 5CONNECTION TO THE EXISTING }y J 7
OF THE UTILITY CONTRACTOR FOR THIS PROJECT. - 1 t 43,563 5 Ft
- - - PROPOSED SCALE/RETENTION POND CONTOUR _ ACCLZ SS 12 WIDE ALL-WEATHER I
EXISTING WATER LINE 10. THIS PROJECT WILL BE CONSTRUCTED IN ACCORDANCE NTH"MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, ACCESS ROAD WITH GRAVEL SURFACE------------! \ Q
4TH EDITION,JANUARY 1996 AND ADDENDUM NO.1,JUNE 1,1998•(SECTION NUMBERS NTH MPW PREFIX),AND SEE DETAIL 3/C2 `t,_ 1.0001 Acres
PROPOSED WATER LINE CITY OF BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,4TH EDITION,MAY 1997, III
ADDENDUM NO.1,FEB.1998 AND ADDENDUM NO.2,MARCH 2O01) 4 r`v I 4
EXISTING SEWER LINE e
PROPOSED SEWER LINE n
133 LF OF B" SDR-35 PVC SS O 0,40% m )
- '-, INSTALL 10 LF OF 8"SS
O .40x CAP END
FL0 ELEV= 4829.48 cun
`REMOVE EXISTING
TREES AS_3EG'D
m
I
GRAVEL SEWER ACCESS ROAD c> \\\ -'INE F+H
ILL
_ 2%SLOPE 2%SLOPE �yPOE i
K I Scale In Feet _ ,x
3"OF 1 1/2`MINUS 'xIS IING SSMH 20 0 20
-, f '
GRAVEL BASE COARSE /�/���(��K ,/�}'�M RIM = 4835.60
9"OF 6"PIT RUN M �11�IV\1 u m FL N - 4 4827.SB 6 0 6
GRAVEL BASE COARSE L1AJ V1�U FL N - 48.7.50
COMPACTED SUBGRADE--
lU/16/� Scale In Meters
(��)TYPICAL GRAVEL ACCESS ROAD
C2 SCALE: NIS
A
Frame ver and co to be either Calyd No.52441.MCI 305 home,
_ 305A cover,or IFCO 772 from.,772-8 cobs,Covers shall have ll�.
r7 1"plck holes. [�
F
Ad)ustoble,I Tge, 1 NOTE: All pints between manhole sections,manhole ring 8 \1
2" 1Y lop aectiM,and around!ewer pipe into manhole shall be
wotertight.Jointing materlal shall De"Ram-Nek•or eWal O
for all )olnle except between sewer pipe and manhole wall.
III 5'
5
4-0"
D. Precast reinforced concrete manhole rear
and darc,rc cone top manufactured In
J
nhole steps al otcordance with AS1M dealgnation C 478.
centers
Grout Invert to apringline \ J O
of pipe f gap between �/
pip.and hannei
greater than 1/8".
Pre-coat channel
flawline
EXISTING AND PROPOSED GRADE
Variable o., 4'-0"
3635
E n° Shelf-Moppe 1"//loot
. toward honnaY.Sae ` I
channel cdeta11. Flexible gasxeted 'pint(typical JT i
u for precast bases-Gee detail) Radius of
A manhole 7 LF OF 8"SDR 35 PVL SS O .B6x_--
159 LF B"SOR-35 PVC 55 O�71Q -�---
lope of 1•nel to /foal -
ILChanne�=aia. of pipe CII an depth }ull _
�- Precast or poured-in-place boas' la a � Drawing Date: 1/2/02
c Poured-in-place base,minimum Dsewar
Iy4 Dare-1'-0"c concrete thickness below pipe is pipe 3825
8 Inches.Precast base,minimum '
5-4"die. thickness 1.6 inches.All bases
(min.) reinforced as shown. -
g
SECTION A-A 0+00 0+40 0+80 1+20 1+80 2+00 2+40
cNOTE: Storm droin manholes shall
g (:�,: SANITARY SEWER MANHOLE not hove formed channels and the AB2
lowest pipe Invert shall be 9"higher ��SEWER MAIN PLAN AND PROFILE
tom+ `? SCALE:N7S C.O.B.STD.DWG.NO.02722-1 than bottom of manhole,
c2 SCALE:(I•=za'-a"HORIZONTAL) (1•=s'-D•VERTICAL) I
8
8
c