HomeMy WebLinkAboutBronze Leaf Condominiums - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -
LEGEND
- -- - - - -
- OF
R
® EXISTING SANITARY SEWER MANHOLE I _ _ -
5 5 S -S SEWER MANHOLE
S EXISTING SANITARY SEWER LINE 6�0.00 EAST' =4Tsa'm S- s S 5 5- 5 SK A
NW ICOR. SEC. 1
W EXISTING WATER MAIN -wsrNlEE Jr O4Aa• sx D'urston Road '4lam
60' ROAD EASEMENT BY USE o 3
-GAS- EXISTING GAS LINE I m Iv
h-C EXISTING HYDRANT -GAS---I---O G- -- �� - - palYnaosaFT ATJ�-OFPIN Sheet 1 O 4
DmTeeS • SD `P.'Wam L5 �,; - --z450!9D R Ar 110 xvgNF t
EXISTING WATER VALVE e I 4a - s II -S`� - 'II • SD -- SD SD D SD �s'a SD SD S➢ S S SD f
W If
PPS` EXISTING POWER POLE / \ QQ 1; rr�
Y / Ul\ PR ED sD4N , 0 $ 750 53 SD"100 SO r�D
L EI EXISTING ELEC BOX Ir Yo L.F. ,t A_z000 .LJ gw9r,E srNF I m
a aaI>E SD -SD D S PIP- ACIry nz R c.o. Rszss C
03 EXISTING TELEPHONE BOX I I 1i �. e¢+9ASLM ,, y1.A 54 --_ __ 15'cuLN:Rr(MIN.) aEeE ,g' � 2
C INDICATES COMPACT PARKING SPACE (I eewase,E• Z-- e ,�°, ��o - ; i E.fA
7.35 BUILDING TIE DIMENSION I ti II Cc 4R•eso ? 1 w'.o• 1t a4Au °'LL =
STAB ELEVATION RID PAD .O
+ W N W PRIER _
. INSTALLED SPOT ELEVATION I II euII.DRI�R �•� 4 are wr axe zo anon EASEMENT I C.._ -
RDOF DRN MOE AREA 4 5 MANNOIF EUILDRIG• L
RD ROOF DRAIN I 3 RODE DMKW NG a AREA-4,330 so ET a SEWER Mw LE
R1=-4755.98 o PoLIrx755.AREA-D,560 50 R FF.ELEVATION-56.50 RARE DI 4.580 MG y Epp q
II - -S R-47D].80 AREA 4,580 50 R 3 '
C.O. SEWER SERVICE CLEAN OUT F.F.ELEVATIEN-ss-,o e3.13 u'8-ss b F.F.ELEVATION-sa.so E
°t R cE
® INSTALLED CURB STOP I N II - C.
m o
TRAFFIC FLOW sz cE N1LR�I swla b s R O L if
W
° lEl1 TERN AND I9OO- PR'N/RION OE1%E. E A 2 �10.oy 10: WAIDt YERR NA IIAO9,a
INSTALLED CABLE, ELEC. TELEPHONE o c +�oEWCE eeao A I-ENIDII DOAOE.
AND GAS TO EACH BUILDING I 15.s I'' SLAB ELEVATION-56.30 `MN`OE DOW I O
PROPERTY LINE 100 Ss
aMTI
+eE-4 .34 Imps RM.4755 o OPEN SPACE D w
ADJOINING PROPERTY LINE �rN. -47 OPEN SPACE I E� R-n49111I (1194 SO FT)
are 1 or�E sf „
EASEMENT LINE I I I� SEWER 4,HNOLE (4102 SO FT)
J RID-1)55.53 f
YARD SETBACK LINE 1,9 s M'W-47-61 U
INSTALLED CURB
INSTALLED SWALE/RETENTION POND CONTOUR TRACT 1 I TIN � I 5.6188 ACRES ; b.... 3
• 5/8- REBAR WITH YPC III ewaaNc7 Able lz
o amp xee p d __ RDor•wrMa OM. a y
1]1NSLAB ELEVATION-5].90 AAFA-4,5e0 SO FT
+D C.O. F.F.ELEVATION-58.00 T O
p SLAB ELEVATION-5].JO �/ 3- 2
III I L9U LDMG 2 -- HTDWl1 OVER MKMU W IMOT"m
0.' Z Z ARROW BOLT (Av PREWlllldl OeALE.
RDOF 01.1.419E MFA 2
_ AREA-4,580 50 R f F o N
BENCHMARK LEGAL DESCRIPTION Ic III IZ 8 - ELEVATIDN-5690 ie p
ARROW BOLT ON HYDRANT TRACT 1, COS NO. 985 ELLS II. °"�`
I o
ELEVATION = 4761.20 FEET LOCATED IN NW 1/4, SECTION 10, }Ey ;_ IIM Iw v / p C0
T. 2 S., R. 5 E. OF P.M.M.,
(CITY OF BOZEMAN DATUM) GALLATIN COUNTY, MONTANA p a ,� W Whd
a
I� II j 41! WATER W"AND m RN _} C1
~ PREVOYIIW OEWEE b
SITE DATA o OPEN SPACE E
(3697 SO FT)
OPEN SPACE H �°'A'eoLJ I y
c„ DEv-aw.3e ; ?1IEL'�F�v�� IN A L (2111 SO FT) eLw4ao
EXISTING ZONING: R4
U ATER SLAB ELEVATION-5&30
SE VI E C
FRONT 15' - LOCAL I II I 1s.a m.o• +ao• ,3Jr
SIDE 5' '� •ATm DETER•vID erxna = 01
REAR 20' I II I FREI9RDR xVa. # ■ +1 _ GV
1 I
BUILDING SETBACKS: FRONT 25' - ARTERIAL I ; II euILD9n I I eL•LD•as I ISUILDR9G a
AREA OF LOT = 181,977 SO FT FAM CROMIE AM I ROD►OIYIN][Np s ROaF 0Me4AOE MEA e
AREA OF OPEN SPACE =55.676 SO FT II AREA-D,580 so R AREA-4.33E So R AREA-DIVE so R
SI11Pf FF.ELEVATION-58.50 F.F.ELEVATION-57.50 F.F.ELEVARON-So.
AREA OF PAVING/CONCRETE = 69,311 SO FT I I _
AREA OF BUILDINGS = 56,990 SO FT I '^ II ewm LL M METERiElalAND IMOMO• s t
PERCENT SITE COVERAGE E.
= 69.4X
FLOOR AREA RATIO - 31.3X I SLAB ELEVATION-Sa.3o i ; � a R "RE
OPEN SPACE i 11 tl _ a SLAB4E.1.�. ]
` I N
REQUIRED OPEN SPACE \ / OP G I W
96 UNITS X 150 50 R/UNR.14100 50 R O m A w
OPEN SPACE PRD,111 75 I to T Ix'�
OPEN SPACE A- 7050 50 R v
OPEN SPACE B-750 SO R N
OPEN SPACE C-3194 SO R -8" WATER_
OPEN SPACE D- 1194 SO R I
OPEN SPACE E-2868 SO R I W W ''�; -W ---W - -W'. W W-4-- W W
OPEN SPACE F- 1684 SO R I I 1SD• 6DQ,D0 WEST
OPEN SPACE G- 211 So FT I Ut S
OPEN SPACE H-2111 SO R INSTALLED NON RESIDENTIAL DRIVEWAY Bembrick Street r S s erSss- O O+OPEN SPACE I-4102 SO R INSTALLED NON RESIDENTIAL DRNEWAY
TOTAL 0.S. -20851 SO R PER C.O.
DRAINAGE -- v-- - - - 30 60 r l
- - V
DEmmaE POND ND- w I i I I o00 -�
AREA USE POND AS SHOWN.2260 SO FT. 1.5•DEEP-339E CUR `^ III II SITE (TRADING/DRAINAGE PLAN
DElFNf1ON PDIO 110 1B I w ,� SCALE: 30'
AREA USE POND AS SHOWN 1100 50 R x 1.5'DEEP 1850 CUR '
,r WPE GAPAElT1' II � II Q �, � W
AREA 142 LFA PI(1'/2)^2- 112 CUR
VOLUME REQUIRED:5,090 CV Fr. LOCI
VOLUME PRONG R PROVIDED:5152 CU III II
-REFER TO DRAINAGE CALCULATION ON ATTACHED SHEET II II N Ay4
GENERAL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS. 24,
2, NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE S_ASPHALT
- - -- _-
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN i -- -- t 9s 1016 Isv: O
ENGINEERING DEPARTMENT. 1 1/2'MINUS GRANULAR IIIL
J. PRIOR TO THE PRECONSTRUCTION MEETING THE CONTRACTOR SHALL SUBMIT TO THE - L 11N') +J'R a
ENGINEER AND THE CITY OF BOZEMAN WORKING DRAWINGS SPECIFICATION SHEETS, ETC., yr�r xLPlc
FOR ALL EQUIPMENT AND MATERIALS 1+0 BE USED ON THE PROJECT. ':
INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL V1
EQUIPMENT NO Mq�ERIALS By THE ENGINE R. ((APPLI�� TO PUBLIC SEWER/WATER
MAINS, STORM SEWER, AND STREET IMPROV MEN TS ONLY.) _(1MPA1Tl_'sJH-DA:A I I_ �- s R DE C.,D•-(' LONG CONCRETE SIDEWALK
4. AT SNOW STORAGE AREA WITH MOUNTABLE CURB
H CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE ��TYPICAL ASPHALT CROSS-SECTION CONCRETE SIDEWALK WITH 3/4'
BEGINNING OF CONSTRUCTION. L--U-.--- - - _ o c_q cONSTRUc N JOINTS a 24•-D-O.C.
0 0 0 0 0 0 0 0 0 0 0 0
5. THE ENGINEER AND THE CITY CT BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS - o 0 0 0 0 0 0 o 0 0 o O NOTE:LOWER SIDEWALK TO AND COMROL JOINTS a B•-Lr O.C.
0 0 0 0 0 0 0 0 0 0 0 o c
PRIOR TO BEGINNING CONSTRUCTION. - o 0 0 0 0 0 0 0 0 0�o O TOP OF ASPHALT ELEVATION
PRIOR OR,ok O,ZorF AT SNOW STORAGE AREAS �1 Scale In Feet Drawing Date: 5/23/05
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. ;�A@.. ISPI14LT PAVEMENT
. �.. (As SPECIFIED) � N� 30 0 30
) 2%SLOPE OR AS SPECIFIED
7. TRENCH BACKFILL SHALL BE TYPE A, FOR ALL AREAS TO BE PAVED. _I ---- � s
1
1
8. THE INSTALLATION OF THE SANITARY SEWER SERVICE LINES FROM THE EASEMENT LINE TO \g�S 23 SLOPE OR AS SPECIFIED 9 0 .,
THE BUILDINGS ARE THE RESPONSIBILI OF THE UTILITY CONTRACTOR FOR THIS PROJECT. IeL� °4 c ED s�acRA°E �7 :] Scale In Meters
9. THE INSTALLATION OF THE WATER SERVICE LINES FROM THE EASEMENT LINE TO THE BUILDINGSABI
ARE THE RESPONSIBILITY OF THE UTILITY CONTRACTOR FOR THIS PROJECT. > 4 ..I�pA r.rr r"•N At41Pli�. .� •"e o, „„„ >ar 44...4. „�,�: 3'OF 1' MINUS GRANULAR FILL Contour/ntervaL 1 Foot
.x,�•.10. ACCORDING TO CITY OF BOZEMAN REQUIREMENTS, APPROVED DOUBLE CHECK BACKFLOW " ""•A"'•M.4Ar~ '"""'""^"�"n E "••_^•^'°'••
e c>.""r•w r 4r Ix-49tl. DEFML 1
PREVENTION DEVICE MUST BE INSTALLED B SEE
THE OWNER FOR EACH NEW BUILDING SHOWN. �.�•+�+++�IW,+�.,,.r+s.+I=a9usc�R"'sPas.,+eebl F>wA,�
..►+...xA.,......,W N•4Y f•,•'�•... c1
1+.. FROM FIELD INVESTIGATION SUITABLE LOAD AS-BLYD-T RING MATERIAL FOR THE FOOTINGS WAS ENCOUNTERED CONCRETE CURB AND GUTTER DETAIL
36" BELOW EXISTING GRADE. 3 2 TYPICAL SIDEWALK CURB DETAIL 6/5/08
�+ SCALE:NTS C.O.B.STD.DWG.N0.02528-1 A81 Mrs
#0529d
- - - - - - ° MARKA_'�:
_- ",-A No.
9" 1�v' 1,1�
III CHANDLER
0 0
9 F�SIEP
LEGEND I I C.O.
3 X __ SEINER MANHOLE S_ _- S S S S
-S- PROPOSED SANITARY SEWER MAIN I I BUILDING 3 - S Rf14758.03 Sheet 2 of 4
® PROPOSED SANITARY SEWER MANHOLE III ^j"
.(44.20) PROPOSED SPOT ELEVATION y ROOF DRAINAGE AREA 3 u
pl AREA = 4,580 SO FT Durston Road
ten.- PROPOSED DRAINAGE DIRECTION I F.F. ELEVATION = 55.10
(DIRECTION OF DOWNHILL FLOW) INST D 2' W R E ICE EMENT BY USE m m
C
i T�m
-w- PROPOSED WATER MAIN II I -
yZ „-e
PROPOSED FIRE HYDRANT v, - - _ C.O. _ _ _ _ _ + PIE
(n m
- _ AATEfC-DETENTION-POND i8- _
•8.0. PROPOSED BLOW OFF VALVE P WATER METER AND BACKFLOW - - - -1100 SQ-9 AT_NID DEM x-1.5'DE:° - - - - - $
i � Ip E PREVENTION DEVICE. SD SD --SD - - -ISD SD SD B401 OE�LEV='521E5-SD SD SD SD SD EN ffi
D4 PROPOSED WATER VALVE IN LED P
PROPOSED STOP AND/OR 11010
SS N I t
STREET NAME SIGN EWE�,�1AN I
C.B"#XX PROPOSED CATCH BASIN 34
I 0� 474 54� OPEN SPACE I FT SD SD SD pR[uNAGE w
PHASE LINE I 3 IYY'' - SEWER MANHOLE (41 02 SO FT) L C =52.35 15" CULVERT (MIN.) o\ LL
pl 01,
RIM=4755.53 JC � GE SW
W I INV. OUT=4745.61 SER /nRA1ClA - 0 �
PROPERTY LINE "� -
0 PVI SYMBOL I zLu
F- '�.�o ;
SWALE LU 110 I I _. w i°
TIN
5 EXISTING SANITARY SEWER MAIN 3 W LJ _ UMPSTEv' 0{ 1Y CHASE
® EXISTING SANITARY SEWER MANHOLE O I I W - PAD I w V EY GUTTER
N
W- EXISTING WATER MAIN 0_ ^ W N - --
tt � O N CURB CUT (CURB 2 ' UTILITY EASEMENT BUI°LDIWs 8
1_0 EXISTING FIRE HYDRANT I p II I c0 m C.O. SEWE M NHOLE b -=MAN
MAN OLE Q.,
tl (n RIM- 755 98 0 55.5 ROOF DRAINAGE AREA 5
EXISTING WATER VALVE rT Z N 1 I Q i O w BUILDING 2 FL=4 44. S FL=1747.80 AREA = 4,580 SO FT
p "`" 63.1 LF 8" SS o F.F. ELEVATION = 56.50
0 11 W ZO ROOF DRAINAGE AREA 2 o N I w
AREA = 4,580 SO FT F.F.
I�+ 3 O F- I IN O z ELEVATION = 56.90 I ^� E ER SE IC K
T� O W II I a Fw- J SLA o_E_LLEEVLATION � 0 II �N WATER METER AND BACKFLOW �W` 5
110.0 10. PREVENTION DEVCE.
CD
W =_ NI" Iw
Z N
0 3 Of
W WATER METER AND BACKFLOW HOLE O S
F- +I PREVENTION DEVICE. STOPS OPEN SPACE
ZI p I� RFL--4749.66� (1194 SQ
Scale In Feet W Li 1 C 1 C SF '
20 0 20 I p "1 III OPEN SPACE H
6 0 6
w w C.O. (21 1 1 SQ FT) F
Scale In Meters iV INSITA LED112" AITER s
SERVI E
I
BUILDING�
��j. ?� yyalt'lyhy \y1�? , °��. � ?�'nc'E�' 1�Q����•� �"� 0 1k�1 H
0
° �42o'.s�.
o ^PF
GENERAL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS 5TH
EDITON, MARCH 2O03 AND THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS 5TH 4760 - 4760 ------_
EDITION MARCH 2O04. SEWER SERVICE
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL STA RT LT N
BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE 0+36.371 47 1 PRO a
CITY OF BOZEMAN ENGINEERING DEPARTMENT. 0+38.49 4" Eo GRADE O
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE - _ 0+40.611 4" I rT,
ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT EXISTING GRAD W
AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE -ELEVATIONS OF n 2 N
WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY EXISTING SEWER MAIN `� 3
TO BE CONFIRMED SEWER SERVICE
THE ENGINEER, FL 2.to
BY CONTRACTOR 1'z
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE 4750 - 4750 --- --- - - - STA. RT LT O
BEGINNING OF CONSTRUCTION. 0+86.60 4
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING29
'29 6 1+14.14 4"
S R-3 PVC
AND WATER DEPARTMENTS 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. j so0as Pc s$a 3oz 2+14.14 a"
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. _SS_4- DR-3 13 LF C^ '-
•sn SDR-aS PVC -ELEVATIONS OF
7. TRENCH BACKFILL SHALL BE TYPE A. PIPE BEDDING SHALL BE TYPE 1. .E LF Or Ss 5.3oz EXISTING SEWER MAIN
-75 PVC SDR- 'V TO BE CONFIRMED
e La2z soR-as BY CONTRACTOR
8. BENCHMARK: FIRE HYDRANT k 1128 LOCATED AT COTTONWOOD ROAD AND DURSTON ROAD 55 a 0. 9z
ELEVATION = 4755.89 "STAMPED FLANGE BOLT', CITY OF BOZEMAN DATUM DATUM ELEV DATUM ELEV
9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. 4740.00 - 4740.00 Dravring Date: 7/19/06
10. DO NOT SCALE DRAWINGS FOR ANY DIMENSIONS.
11. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY 0+00 1+00 1+00 2+00
SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY.
12. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITIES AT
CONNECTION POINTS. SANITARY SEWER MAIN PLAN AND PROFILE As B�r ��SANITARY SEWER MAIN PROFILE
13. SERVICE PIPE SHALL COMPLY WITH CITY OF 13OZEMAN DESIGN STANDARDS AND POLICYS SECTION V. A. 6. 2 _ - _ _ - eel.S'6/SPOg T AB2
C2 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-U' VERTICAL) � C2 SCALE: (1"=50'-O" HORIZONTAL) (1"=5'-O" VERTICAL)
#05298 - -
nP OF M
HYDRANT Y .�i-�
ARROW BOLT MARK A
ELEV=4760.16 CHANDLER '
Ng 9 18E5
lro�oo ,
1E 4E
LEGEND 1 GiN�E 1 CHA$E
- - ,l
_ _ _ _ -
0
- S PROPOSED SANITARY SEWER MAIN "' /
PROPOSED SANITARY SEWER MANHOLE f / Sheet 3 of 4
PROPOSED DRAINAGE DIRECTION n V b I Z fO 8
(DIRECTION OF DOWNHILL FLOW) A a
-W- PROPOSED WATER MAIN - HYDRANT - a -
ARROW BOLT g
�q PROPOSED FIRE HYDRANT ELEV=4760.38 <^ p , E
•B.O. PROPOSED BLOW OFF VALVE GARAGES SLA EL ATIO - 5�.00 In
SLAB ELEVATION = 58.30
pd PROPOSED WATER VALVE -
15.0'�I 5.0 0)
�m PROPOSED STOP AND/OR _ __ 15.0' S. ' CC a 8
O
STREET NAME SIGN §
C �v
PHASE LINE - I 1 C 1 W
PROPERTY LINE
- SWALEESUIcLDRJG
-S EXISTING SANITARY SEWER MAIN g o 8
® ROOF DRAINAGE AREA 5
EXISTING SANITARY SEWER MANHOLE AREA = 4,330 SO FT
-W- EXISTING WATER MAIN F.F. ELEVATION = 57.50
-9 EXISTING FIRE HYDRANT ; Li W
D4 EXISTING WATER VALVE GARAGES
N SLAB ELEVATION = 59.30 # d
P 1 FFL 6 WIT GARAGE-mock p d SLAB ELEV TION = 47 0.50
U)
a
l �P C Q
3 �
Scale In Feet m
20 0 20 w' W w w w O -
,v .. . - �-- W m w W w W
QI
6 scale m Meters6 - 0- 600 00 WESTA�NON
s s
INSTALLED NON RESIDENTIAL DRIVEWAY Bembr2c Street )��IPN�'T�kLLEDS ENTIAL RIVEWAYR -
C>P�J
o
01
0-
GENERAL NOTES ��rti�a`�`" ,x°y ,
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS 5TH ��T`�� %4
EDITION, MARCH 2O03 AND THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS 5TH
EDITION MARCH 2O04. �''
� � W
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL WATE SERVICE
R
BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE POSED 11 RT LT 1 N
CITY OF BOZEMAN ENGINEERING DEPARTMENT. 1+87.48 O
F�"1
2+10.95 2" rTl
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE EXSISTING G 2+15.75 2"
ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT _ -
AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE
WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY *ELEVATIONS OF
THE ENGINEER. EXISTING WATER MAIN
TO BE CONFIRMED
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BY CONTRACTOR O
BEGINNING OF CONSTRUCTION. --
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING 8* C S 51 DIP WAtER MAIN M
AND WATER DEPARTMENTS 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. F.{�
I
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR.
7. TRENCH BACKFILL SHALL BE TYPE A. PIPE BEDDING SHALL BE TYPE 1.
8. BENCHMARK: FIRE HYDRANT N 1128 LOCATED AT COTTONWOOD ROAD AND DURSTON ROAD
ELEVATION = 4755.89 STAM ED FLANGE BOLT', CITY OF BOZEMAN DATUM
9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. Drawing Date: 7119106
10. DO NOT SCALE DRAWINGS FOR ANY DIMENSIONS. DATUM E0 a o n n n
11. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY 4740.0 ^ ^ n n
r Y ♦ a. a Y w --
SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. 0+00 1+00 2+00 3+00 4+00
12. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITIES AT
CONNECTION POINTS. AS-BUMT
13. SERVICE PIPE SHALL COMPLY WITH CITY OF BOZEMAN DESIGN STANDARDS AND POLICYS SECTION V. A. 6. 6/5/pg
�,�WATER MAIN PLAN AND PROFILE
AB3
A83 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL)
#05298
t
MARK a �, I
CHANDLER
N . 9$18
24
95 Sheet 4 of 4
2„ �aA A N YR loll
feAe.
4. TOPSq 3'R / m V
L(Typ,) 4^R 7. From, and cover to be either Coird No. 52441. MCI 305 frame, "m m
305A cover, or IFCO 772 home, 772-8 sober. Covers shall have C
l/r.tale 1.5• yf Y 1• pick holes. E }�
1ID
�g- 6" - NOTE: All joints between manhole sections, manhole ring & C
Adjustable rings,
top section, and around sewer pipe into manhole shall be (a �
O O watertight. Jointing material shall be".Rom-Nek• or equal m °m i
O O O O O O O O O O O O for all joints except between sewer pipe and manhole wall C -
L `c
CRUSHED GRAVEL Q Q O Q Q Q Q Q Q Q Q (1 r
BASE - 3^ MIN. Q Q Q Q Q Q Q Q Q Q Q Q +2,_0 C
SUB-BASE COURSE 0 c
AS REQUIRED }. 4'-0" W
Precast reinforced concrete manhole riser ^o$
and eccentric cone top manufactured in
•,j /A�j,/kj/
/�\\\/ Manhole steps of accordance with A5TM designation C-478. r o J
\,
COMPACTED SUBGRADE
SPILL CURB AND GUTTER DETAIL _ Grout inved to.pdngiir.
AB4 - of pipe is 9ac between R 15'
SCALE: NTS pipe nd hon-1
greater man 1/6. �Cu. G• It
Pro-<a.t flow
fbwlirw B .j
gDqOEWEL WYM 2rp W.S •. Q■"�•' ^ 1 (ma
It
Von ble _ _ 4•-0'
li� (min. —� -- �4. •r
Snalf-.bp. r pe,r A _�21t IMR. •'A; •' .� _'. 4.
E e toward honnel.See o '•'•' 5'x'5.
channel detail. Flexible
gasketed joint (typical IL 5"'•J 'sloEw
U01 IN G
for precast bases - see detail)
24 ,
1S 1:20 w•xA., s•snEvaux(m.) e'. e�• FF•r�1I 4 ^
SCALD IF.9
\ 111
1t Channel = dia. of pipe
,F a 1/r eLw.(end
L
4" T� S'R / a 5' - Precast or poured-in-place base. 1,
i� 4�R Poured-in-place base. minimum
�� +/4'0 1•face N4 bars - 1'-0•• c-c concrete thickness below pipe is coNCREIE wREACE
l/t.last 1.5• iF--'F 8 inches. Precast boss, minlmum _
12" • •< '4- I 5'-4• dia. thickness is 6 inches.All bases ��as,sal no.Itne
4 'p 6" (min.) reinforced as shown. FAs cwPLnNc wTH IneAc.wCOWRI C IN,
CO.—. RH OE'fCrABLE
+♦, 7 5" cOR£RINC Tic EN'IRE WIDTH NID pERiH OF THE RAMPS.
�-9 :4a : J
\ d�~' 1•: RmanWN RENfORCE CONCRETE IN RAMPS W"N
• • iM#RNESH•Al A RAIE K 1 1/2 le,./C.Y. SLCIfY IN-
MOW
080
O O O O O O O O O E) O O O O O 4i"rd.pth
al 1 per fee OR WITH
e.,a10 GN1GE w,E ME6N l•hPx' LOGixIN)
CRUSHED GRAVEL 0 0 0 0 0 0 0 0 0 000 0 0 0 0 nN m full
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BASE - S" MIN. 0 0 0 0 0 0 0 0 0 0 0 0 O 12�( 5-0• tL
0 0 0 0 0 0 0 0 0 0 0 02000
0- i NOTE: Storm drain manholes shall TOP OF CURB
r not have formed channels and the axwNSITION TON siaEE—
D'w.of lowest pipe invert shall be 9• higher - SIDEWALK
SUB-BASE COURSE _ �'" �:: ` .ewer t than bottom of manhole. 5.5 NO UP
AS REQUIRED pip, 5'SIDEWALK ROW 11NE 5 5
vARIEs— LANDING
J SECTION B-B
NO LIP 9.5 I •:N yu' tq SCALE
CGMPAC'lEU AUHCRADE•�v SECTION A-A
CLW49 NO OUT=NDIET. ..
,. 5ub9mda or Wee course a portion Moll conform to eii 02230(M.P.W.Specs.Me wo) SANITARY SEWER MANHOLE i4-
2. Contraction pirt..h.11 W placed at to-intevals end Neu lave a minimum depth of 3/4^end minlmum ddth of 1/e^. 4 - r'31X2'e.poroion joint brbl hall W ploc.e t II P.C...P.T.., urb ream,end of not more awn 300'intervas. TMAB4 E6 CONCRETE Y cRJIVEL BssE(TrP.) \
e pon,ion malarial snail..tend through m.full depth of me ours one gutter. SCALE: NTS C.O.B. STD. DWG. NO. 02722-1 RAMP
4, No%,b end getter.hell be plooed without o nrlol form ln.pecdon by tire City Engineer or his rsprewintat". SECTION A-A
5. Concrete,WII be Close M-4000.
6. Crushed gravel Wee.WII meal the neq.in r-te of S.ctbn 02235(MPW SPECS.1996.4.) For curb arM ND SCALE
gutter lacement projects,washed rack may be used for 1W 9rov,l Wee. SECTION C—C
,p
2 CONCRETE CURB AND GUTTER DETAIL . St-divot "O i laacNE
I. sbneore apprNe b aonan•acan. m .=vn a-IS•,and mn.5.5•Wma.ares,
AB4 C.O.B. STD. DWG. N0. 02528-1 2. Ramp nd ro a pau monalnn umly.
SCALE: NTS 3. storm Eraln InMh alwll W eWcbO p.tnoni of ramp,. memwti.e bao6one permRled only aPon City En9inwr.approval.
4. Ramp widen Mall be 5-minimum. O
5. Sidewalk_-.bps,,hall-1.....o 2%
6PEDESTRIAN RAMP V
IFCO IY 714 OVERFLOW GRATE SLOT WIDTH=2.21• A134 SCALE: NTS C.O.B. STD. DWG. No. 02529-8 (MAY 2004)
TOP POND RFRM
CLEV-4713.50
NOTE
FABRICATED STEEL SEE SHEET C1.0 FOR INDIVIDUAL POND TOP AND BOTTOM ELEVATIONS
15'HIGH x24•WADE a 12'W1LET PIPE EXISTING GRADE EXISTING GRADE MO
ao INLET CRATE eaa 4:1 FTl w
a FL OUT=4725.11 flNss,
BOT.POND
ELEV_4752.00. - 5 TYPICAL DETENTION POND DETAIL _ �7
AB4 SCALE: NTS z
hr"'1
49'RIA.
I` \\\-4'THICK PRECAST CONCRETE
3 OUTLET CONTROL STRUCTURE A84 SCALE: NTS Drawling Date: 6/21/07
-Bu AB46/5/08