HomeMy WebLinkAboutAsBuilts_AnniePh1_2002 ANNIES UBDI VISION CONTRACTOR/SUPPLIER NOTE
SITE IMPROVEMENTS PHASE I ALL RIMS, INVERTS, PIPE LENGTHS
AND PIPE GRADES ARE CALCULATED
/'/� //�/� TO THE CENTER OF THE MANHOLES.
AS CONSTRUCTED MARCH 2002 MAKE
AND SUPPLIER SHALL
THE NECESSARY ADJUSTMENTS.
DRAWN BY. KWO
CONTRACTOR TO MAINTAIN A MINIMUM
11' OF HORIZONTAL SEPARATION BETWEEN CHECKED BY: REC
WATER MAINS AND SEWER MAINS DRAWING DATE JUNE,2002
AT ALL TIMES.
-- 6LILY DICKINSON
I REVISION DATE:
SCHOOL
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...LT- _ CONTOUR LINES C�i3 AlliD 1
PROPERTY LINES w $ $
ANNIE STREET •Pa - EASEMENT o _
INS ZONE
PHASE 11 - 'P CENTER LINE OF RIGHT OF AWAY n
I O 79 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 N - —•-- EXISTING WATER LINE 20 m g
D4 EXISTING WATER VALVE
LOT 35
BLOCK 1 s.wly
EXISTING FIRE HYDRANT ASSEMBLY
I EXISTING SEWER LINE
PHASE 1 _ ` n
EXISTING SEWER MANHOLE
LOT 27
101 7 LOT 24 LOT 23 / _ - BD'nni'-A:i:r.xs _ EXISTING CULVERT c n$
NEW SIDEWALK /F`` 6 `
T LD. LOT z¢ LOT zs or zz EXISTING OVERHEAD UTILITY LINE �o n
(PHASE I) o..STOP SIGN OG R WA LOT z1 - —^'— PROPOSED WATER LINE m g
- _•a ',�i y C BOZEMAN N PROPOSED WATER VALVE O o$
L[LLIE STREET -"' - CITY Or 'r PROPOSED FIRE HYDRANT ASSEMBLY 0.v
PROPOSED SEWER LINE
•-- 41 Lor zo cA(SLEEK E PROPOSED SEWER LINE SERVICE u
o -
� & PROPOSED SEWER MANHOLE
LOT is z�
VICINITY MAP PROPOSED WATER SERVICE
5 LOT 14 LOT 13 LOT 12
ro BLOCK 2 LOT 11 ® PROPOSED SIDEWALK
_ I _1T: - - -- _ LOT 19'. rr PROPOSED ALIGNMENT W/STATIONING
7 -J PROPOSED EDGE OF NEW ASPHALT ROAD
A -- LOT 10 A PHASE I ` SCALE: NTS
1pPfK J MST L0717
` SST PHASE I t cA°�` �'�� PROPOSED CULVERT
p ��
If Lor19 PROPOSED PAVED ROADWAY
1� I OT 16 L o LOT 9 LOT 1B -
EW SIDEWAU - 60'ROAD R/W — SILT FENCE
PHASE I SWALE
37 ✓
«S ROSE STREET • -•A+ o I �'� 3�ASPHALT 12"THICKNESS OF UTILITY POLE
ME�Ds - I'�+ LOT a SLOT 1b is W CONCRETE 1)k-MINUS GRAVEL --- ' DRAINAGE FLOW DIRECTION
q'Co IVLS 1 LOT 19 SURFACE BASE COURSE —..SD PROPOSED 12- STORM DRAIN PIPE
DU gUPNpSE Kn �I �� -�1'�+5'�+---5.5' COURSE --12' �11 ® PROPOSED STORM DRAIN MANHOLE
4 or 7 s I I 3z� �3F
`V �_^_- PROPOSED STORM DRAIN INLET
-O7 21 Lor 20 y LOT 18
I �
4•THICK ,- f _ �AMMO-C.
(; TEXFABRIC
ALK - LOT 15 CONCRETE SLOPE Y4'PER FOOT
( OT TH11 1 HANDICAP RAMPS SIDEWALx /2D02LOI 1 CO TRACT) PHASE 1) NEw cuRB
NEW SIDEWALK INST �T 2 LOJ 1 L.Oi 4 LOT LOT 6 LOT 1 AND GUTTER
(PH SE I) N
ROAD CROSS SECTION (typ)
SNAPDRAGON — _r'•rA
- - - ..N.a SE\ .,ICI = 1 of 6 SITE PLAN/COVER SHEET
SCALE: NTS
LOT 6 LOT 7 LOT a Lor 9 Lo1 10 Lot NI 2-3 of 6 ROAD & SEWER PLAN AND PROFILE SHEETS
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4-5 of 6 WATER/STORM DRAIN PLAN AND PROFILE SHEETS
ASE!
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Da 6 of 6 STORM DRAINAGE DETAIL SHEET O r}, LA0 � Wr^
f ~ Ln a:D ( L "H ! Y WqB /-HANDICAP R-1 `�1 U) Q
L.1 OT 4 IJ FUTURE PHASE Q
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L ' . ��G' \ _ 11 SIID.INLFI fNAME W/AOTTED COKR �• `r"l 0
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• HEN'pTOI IDGTION ._• SLM WT FOR
Ti (%IN(ltETE INLET APRW'/ITN—1 6a6-M-D INLET PIPE
UDNCRETE 9LALL BE u-A .Y
SE CWR MICA
Ill•RAgUS NIRI!'G011PACTED SUBBASE.
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5N DD1v 510n 5031)
Z 8L1 10H FST PLO gEDI
W (I,xf + J,.L e'PREcnsl BAg
BASIS OF BEARING, SITE PLAN E
1 PRLPARI;UFOR WAN STORM DRAIN INLET
SOUTH LINE OF ANNIE SUBDIVISION ROGER SMITH
BEARING IS S 89'1517- IN SCALE: i"=ioo' 230E AN,DURSTON ROAD STORM DRAIN INLET APRON 5 ROGER'S WAY & 25'th
BOZEMAN, MONTANA
DATUEST PROPERTY
ON
CO AT ROGER'S WAY & 25'th SOUTHWEST PROPERTY CORNER OF ANNIE SUBDIVISION PREPARED BY SCALE: NTS DRAWING No:
ELEVATION IS 4765.40' GASTON ENGINEERING & SURVEYING, P.C.
96-6H AS SUILTANA,
4 CITY OF BOZEMAN DATUM P.O. BOX 861 SCALE: NITS PROJECT No: 96-544
BOZEMAN. MONTANA
SHEET: 1 of 6