HomeMy WebLinkAboutRanch and Home Supply JACKY R. N
RANCH AND HOME SUPPLY FISHER
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BOZEMAN, MONTANA �I
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VICINITY MAP DILLO
PROJECT LOCATION
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GENERAL NOTES: SHEET INDEX Z
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1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES � >
IN WRITING AND SHALL BE RESPONSIBLE FOR SECURING THE 1. COVER SHEET, VICINITY MAP
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE 2. SITE PLAN Z W
BEGINNING EXCAVATION.
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2. ALL POWER, TELEPHONE, AND OTHER UTILITY POLES OR 3. FLORA LANE PROFILES _
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GUYS WHICH INTERFERE WITH THE CONSTRUCTION SHALL BE 4. SEWER & WATER LINE PROFILES N
REMOVED OR RELOCATED BY OTHERS. 0 ry
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BENCHMARK: FIRE HYDRANT #650 — NORTHWEST
CORNER OF N. 7th AVE & MANDEVILLE LANE
= 4727.71 RECORD DRAWINGS
4 SHEET NO.
1
B9424—C.DWG SHEETS
JACK Rom=
o i FISHER t�=
_--- n�ei NO. 6013ES
REPLACED STREET "r 4720
GRAVEL THIS AREA
_
3/47 CORPORATION ' _- -
ff STOP --` _ -
__-__-_-_ ___
Cf 'non uuo
INSTALLED ASPHALT
ABANDONED POWER _ -'i.1 HEADER SEE DETAIL 1 i POLE AND CONDUIT Z
3/4' CORPORATION '� Z Z(9
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's 6" PIPE IN PROPERTY - ��_� o I I I O Z �-+ Z Q
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3 li i STANDARD DWG. I Ilk,. i I f
N0. 02719-1 6' FIRE
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CONCRETE SERVICE
FOOTING
CURB
- / JI i `\ I EXISTING
` STOP I CONC. SLAB BUILDING I r 1 I 1 1 1 It r
SEE CITY OF BOZEMANI i WATER OIL TANK
STANDARD
DBD6A i 3 SERVICE \
1 1 \ I INLET
I I I 30' I �� OF DEB
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`uDi I UTILITY 124'
MENT I
` ? REMOVED EXIST. EASEC.O.
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11 RANCH AND HOf.I SUPPLY �3 S
` BUILDING LOCATION PROPERTY 11' 9.5' F-
X i LINE
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► ► CURB STOP 0 BARRIER POST F�-1
GAS MAIN g� PROPERTY PIN
TELEPHONE RISER NOTE: EXISTING STRUCTURES AND CONCRETE TO BE
—W 6" _W WATER REMOVED BY OTHERS PRIOR TO CONSTRUCTION
6 ELECTRICAL CONDUIT
—S§- —Sr-- SANITARY SEWER 0 GAS SERVICE
----T--- UNDERGROUND TELEPHONE _---_ EASEMENT LINE
—E— OVERHEAD ELECTRIC ee a PARKING BLOCKS
0 20, 40' 60' GUY WIRE & ANCHOR _•_._
I I I I � � EDGE OF ASPHALT
S C A L E $ UTILITY POLE -x—x- WIRE FENCE
SIDEWALK
BUILDING
CURB & GUTTER SHEET NO.
—--— EDGE OF ASPHALT ® INLET ^/
---3578--- —3578— CONTOUR `
B9424-1.DWG SHEETS
ci FISHER 1�=
=re,N0. 6013ES1 =
STA. 1+00 INSTALLED ASPHALT HEADER
MATCHED EXISTING _ END 3+50 SEE DETAIL e
ASPHALT FUTURE CURB & GUTTER END CONSTRUCTION 3 I� I Q Z
i EDGE OF ASPHALT -- REPLACED STREET rn i d Z FZQ-�
--------- ---- ---- 2�------_,�_-_- -`�------------ GRAVEL THIS AREA 001 i--i U---------------------
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W w w W W W a" 2 w w w W ------w-----------w--- 0 0' nl i VI
1. 5.0' 2.0' 4.0' 6.0' 12.0' 30.0'
SEE CITY OF BOZEMAN I \\ o 18.0' mm L]Z � Q 3
f STANDARD DWG. NO. E ` 0 ¢m m
FLORA LANE 02529-11 a w o 0
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X X-� - STA. 1+00 i ` f _MATCHED EXISTINGf NEW 5' CONC. \ PROPERTY � CITY STANDARD CURB & GUTTERZ (, Z
CURB & GUTTER f SIDEWALK \ LINE `_ 35' 30.5' \. INSTALLED THIS CONTRACT Q9", SELECT 3", 1"-MINUS CRUSHED w> Qi �
PROPERTY FUTURE CITY STD. SUB-BASE GRAVEL GRAVEL CONTINUED UNDER Z O W �' N
LINE CURB & GUTTER CURB & GUTTER U Q W 0
5' WIDE SIDEWALK ¢U1 n- W m
PROPERTY i I `��� f ' o p Q Z 1
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9", 3"-MINUS SELECT GRAVEL CONTINUED UNDER ¢¢¢
0 20' 40' 60' CURB & GUTTER on
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SCALE ��I I
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TYPICAL DITCH SECTION mmm
NO SCALE
5'-0"
SLOPE 1 4" PER FOOT
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4725 4725 INK
COMPACTED
100, V.C. GRAVEL BASE
P.I. 21.35 FUTURE 4 MIN. THICKNESS
EXISTING TOP OF
CURB NOTE:
4720 w +1.0 % GROUND -0.80R 4720
------------------
IT _ _____ ________ _______ _ __________ __________ ____ ____ 1. PROVIDE TRANSVERSE CONTRACTION JOINTS CUT AT LENGTHS APPROX-
w --- IMATELY EQUAL TO THE WIDTH OF THE SIDEWALK WITH A MINIMUM
SPACING OF 3 FT. SHALL BE CUT AT LEAST 1" DEEP. cn
w 2. EXPANSION JOINTS SHALL BE PLACED AT APPROXIMATELY 25 FOOT QI Q J
4715 0 r 4715 INTERVALS AND AT JUNCTIONS WITH SIDEWALKS, CURBS, & STRUCTURES. z
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1+00 2+00 3+00 4+00 NO SCALE '
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FLORA LANE — WEST PROFILE x Q Q
EXISTING ROADWAY SURFACE. GRADE ZTOMATCH NEW PAVEMENT & COMPACT.
APPROXIMATELY A 45' ANGLE WQ
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m 4725 4725 �•o LL_�
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P.I. 1.35 -- GROUND PROFILE G E=
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ASPHALT SURFACE
BASE COURSE MATERIAL
4715 u _ 471
SUBBASE COURSE MATERIAL
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SUBGRADE
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+0� +� + +� +� ASPHALT HEADER DETAIL 1
1+00 2+00 3+00 4+00 NO SCALE 3
SHEET N0.
FLORA LANE — EAST PROFILE
4
B9424-2.DWG SHEETS
INSTALLED 3/4" CORPORATION STOP ON """"...„
SIDE OF MAIN APPROX.,
2' FROM END °° 11 T A �`''•,,
OF PIPE
QQ I PROPERTY LINE % INSTALLED 3/4" CORPORATION STOP ON `+� JFACK R.
SHER
' SIDE OF MAIN APPROX. 2' FROM END =o: 1�r=
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TYPE 1 EXCAVATION + + + o LLI I �' Z W
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FINISHED FI ISHE
IXISTING GRADE EXISTING G E ` >I00I
GROU - -- 2' CL EXTER R 4725 GROUND
- ---------- ---------- -------- - 47 �1I
----- ---------- --------- ---------- ---------- -------- FINISHED
w'� FINISIED
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- --------- ---------- FLOOR
720 - - - --------- --- 4720
47 5 IXlsrnlc 4725
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10 331 L G' CLASS 1 D.I. PIPE 2' CLEAR 4720 0.4% 4720 N 0)10)�I
0 10 x Y 6" RISER F00TI G - 01'1
4 5 $m 4715 47 0 4720 w
�' w'0 90' BEND 54.5 L. . 6" CLASS 1 D.I lD n o O
Uw a �� k THRUST 4715 "' �v m 4715 009
w jcYi o �� BLOCK—
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4710+gy m +W +a +W 4710 4715 4715 7
1+00 2+00 3+00 4+00 > + +waD ++ m m m
EAST-WEST WATER PROFILE + + 1+00
1+00 SANITARY SEWER PROFILE
0 20' 40' 60' FIRE SERVICE PROFILE
I I I I I I I (PER CITY OF BOZEMAN STANDARD DRAWING
HORIZONTAL SCALE 02718-6A DATED FEBRUARY, 1993)
FUTURE CURB do GUTTER a.
------------- ---- --.EDUCE OF ASPHALT --- ------- 0-c m
` 30
1 2 EMENT
------ UTILffY
w w w ------3-- ------ i EAs
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FLORA LANE
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TYPE 1 EXCAVATION TYPE 1 EXCAVATION Q
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EXISTING TYPE TYPE BACKFILL BACKFILL FINISHED yy w
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GRADE NISH D
GROUND FINISHED
4720 --- ---- ------- - --------- ---------- --------- --------- ---------- 4720 47 GRADE ISTING RADE 4725
Z G OUND
- ----
1D 250 L.F. CLASS 5 D.I. PIPE z ---
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4 1 e 47154720w 250 L.F. CLASS 51 D.I. PIPE 4
790
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1+00 2+00 3+00 1+00 2+00 3+00 4 SHEET NO.
FLORA LANE WATER PROFILE NORTH-SOUTH WATER PROFILE 4
B9424-3.DWG SHEETS