HomeMy WebLinkAboutBabcock Meadows Condominiums \ I l
BABCOCK MEADOWS
RECORD DRAWINGS
APPROVED
CONDOMINIUMS NAM[ E atE- \
� I HUMAS,DEAN&HC)SKINS,INC..
B O Z E M A N M O N TA N A TD&� 8N(i1N1SGKITN(i CONSL'I h1NTS —
GRIK NE rS-W7EWN-iW.'FELL wASNow-
LLW1_
? �
CP#2 YID<i
J
YELLOW PLASTIC CAP'. o z -�-
N 4952.30 —\ m w C) o�j
LEGEND GENERAL NOTES: SURVEY NOTES: E2125.32 .` J w o
P: 0 co z i
NEW EXISTING DESCRIPTION i i
o =
V) i
wUU�
TBM XJ) mv r
ARROW BOLT c u. n =OF FIRE
HYDRANT
WATER NOTES: ELEv.=aazo.zl
14
SEWER NOTES: c' 90 F
30' 6
03 (�
m m m m l '
DRAWN BY: MMJ
d DESIGNED BY: DJC
` a I T PLACED IN ED IN StR ARt -+! QUALITY CHECK:
CONJUNCTION
TION W'I �� .. .. .,� � � -.
LOCATIONS. UNLESS OTHERWISL � �'_:� ',:E CITY
DATE 3I15104
f L NCI •I41N .INK OF BOZEMAN CONST. STD, NO 02660-6). SERVICES '�: : JOB NO. 803-028
- - -- FENCE 'WOOD SHALL BE NO CLOSER THAN 18" FROM OTHER ,•,L, - \
FIELDBOOK NA
SERVICES ALONG THE MAIN.
!7 FIR[ HY"7RAN' ,
6- FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, \
GUY A - AUXILIARY VALVE & BOX, DRAIN GRAVEL AND
CONCRETE THRUST BLOCK (SEE CITY OF ,
HE OG. BOZ[:MAN CONST. STD. NO. 02660-4).
MAILBOX 7. ANY EXISING OR NEW VALVES WHICH CONTROL
THE CITY OF BOZEMAN'S WATER SUPPLY SHAH BE.
• MANHOLE OPERATED BY CITY OF B07EMAN PERSONNEL. ONty
- OVERHEAD ELECTRIC H. THE CONTRACTOR SHALL NOTIFY THE WATER CP#3
DEPARTMENT A MINIMUM OF 24 HOURS PRIOR 58"REBAR
TO THE BE OF ANY WORK. -
POWER POLE N 5196.31
9. THE. CONTRACTOR SHALL FIELD VERIFY LINE E 1855.15
�N 60 SPOT ELEVATIONS AND GRADE OF EXISTING CONNECTIONS. ELEV.=4814.18r°
6] TELEPHONE RISEF c�C
o TRAFFIC SIGN
rROUS
LOT 62 Z
TREL s
0 TREE
UNDERGR' O
cns U� ❑ Q
f TBM-- Z Q H
�
----— — - SANITARY SI WE ti T ARROW BO W
LI I� V Z Ill- -
HYDRA 4520�931 j � fn
• 'O r O
wo 8
2co
iI Q
m
SHEET INDEXIN
ARR BOL s
O IRE
YDRANT
ELEV,=4817.55
GAD NO B03028-01 DWG
SHEET j OF 6
STA: 8+73.95 FT-BM
OFFSET: 15.00 R-- L
F;- FLFV. - 4818.26 - - ARROW BOLT OF FIRE HYDRANT RECORD DRAWINGS
STING FE-4617.68'- ELEV-482021
-�lk N 5020.91 1 _ SIOLWAI K APPROVED
E 1986.95 i\ SEE DETAIL
6 NAME ------- - -IT,I DATF -
86 9 \ STA: 8+01.20
c OFFSET: 15.00 P TD& THW"A5,ULAN&HOSKINS,INC. Z
FL ELEV. = 4818./9'
PNGINf LRING CONSUL FAN TS
_ GN T F&LS-SDZEw r SPEU
E
40MINu
_ CONCRETE SPILL CURB S�
N 4 41 1 I SEE DETAIL 1_�
E 1955.24 V (Trp) _6
r
0 R=48.00 - y u 0
L=56.72 U w_1 .�
0=6T42'02" 01-0 = /
coz z J
WI0 0 `�
N Izw _
U3
4i • z -
c4 o Q
< Y w0 U
L) -
r- II � U U
N 4910.96 w w w O
n
NOTES
1 OFFSET DISTANCE TO BACK OF CURB ----CV#3 '
i
2 ALL CURB ELEVATIONS TO FLOWLINE i REBAF,
N 1191,31 W _
3.FINISH FLOOR ELEVATIONS ARE 1'-1' E 1855 15
HIGHER THAN GARAGE CONCRETE E1 EV '4814 + -. 0 ❑ -•yl
FOUNDATIONS. P
4.CONTRACTOR TO GRADE AROUND '
BUILDINGS AS NECESSARY TO ENSURE
DRAINAGE > >
m m�
5 SEE TYPICAL PAVEMENT SECTION 4\-1 III
I DRAWN BY: MMJ
DESN 5203.25 LOT
62 QUALITY DCHECK
, DJC
E 1800.83
DATE: 3l15104
JOB NO. 603-028
FIELDBOOK NA
F FF-4A21l9U
I:
f ',)I N6 II-.48'5LIF \ O J i, � -
n -
01FtiEI� 1,00 R � -
I -
\
1
L hM 53 _
+ w
m
f
5180.12 ` STA: 6+07.88
i i II OFFSET 15.00 .
_ --STA .65.h4 - .... -7 .FL ELEV. = 4818.d5
STA: 1♦54,53 T Of S 1 5.00 I�
OFF SFi 0 R 0 II E - 4814.7a'
FI -.lfld 813 9}; - I 30' ACCESS: I _�
446 00 N 5174.49 -EASE ENT FF=4820 50 Z
�,C 10.79 \/�12-52*28•
Q Q Q
STA: 1+6 1 - ' 1 \ L-. Z Z J
x
OFFS 5. R Q -
FL ELEV, = 4 14,07' 7J CCiN PI I SF'Nl '.U;,H �_- - O d
V co 'RETE CURH
SEE DETAIL 1 U Z
FF:481565 J �'� (TYP.) 6 (� O Z
'y0�54' FF=4818.25 Z Q
_ST 2.8,tip STA:�+10.53 N 4908.51
OFI EFi FL 15 4H1S.':.0' OFFSIIIT: 15.00 I -- 1 -_- __� Q Q
I F I E I�E'•/. - aH t 7.24
J Q (Y
I J Q W
t , I PT = 5+10.53 __ 0
e t
W
FIRo co
M7
SV: 3i 2668 +
N 5101_53
-------------
FF=481635 - - Q
J m
�00 SA: 3-35.56 STA 83.86 -
_/ OFFSET 15.00 I. G-76.76
:
OFF T- 15.00 R R �LCV = 48t5 4+00 8P =91'30'03" -
ELEV. = 4815AD'
E 1630.39 -,a YF
i R=48.00
VIL-42,132 nFF'S QO OF ET:_.y�.R_.
SNOW REMOVAL 48 i2' rL
= 48 6.29
;10R4GE AREA ,'A3+07.12--� �- S1A: 4+5.3.3,`,
OFFSET: 15.00 R
OFFSF': 15.00 F:
FL ELEV. = 4815,23
I FL ELEV. = 4817.'_
STA: 3+12.66- -,f l 1 a STA: 3,82,71
OFFSET 38.67 R OFF.- S!T: 34.99 OFFSET
9 R STA: a+ 38 6 R
4815.5. .y `I EIEV. _ 4816 FL ELEV
.40' : 3 CAD NO. B03028-02.DWG
. - 4817.00�
SHEET 2 OF 6
TBM RECORD DRAWINGS
ARROW BOL T OF FIRF HYDRANT
Alp, —�f 8e;
ELEV.=4820.21 J APPROVED
NAMF TITLE DATF 1 )
THOMAS,DEAN&HOSKINS,INC.
- 1 D& F.NGINF.ERIN(i CONSULTANTS a
\' Po F u -BWZEM -MISPFu N�NMaN� j
LE'MISfON �UIO
` J /
Y w f f
OI w
m Q Z
wlwo
�1 tLu /
I Q �
ABANDON IN PLACE 8' STUB- I v C
1-482I1 MHk a Lu Z
"
�.. a.
w
i STA 6+93 U 00
9 RIM 4819.10 w w w 0 -
INVERT OUT 13.39 1 0 0 p
ELEV 4815.03-,,'� N 4919.47 =
L 1880.65
FF 482120
BA
6,82
LN 6.3' b. STA: RVIC4" SERVICE y ELEV 4815.01NOTE5 OQ
FOR SLWERLINE ROFILE SEE. SHEET 5. =4814 u' I m
1 mm
uj
w w
_ DRAWN BY: MMJ
LOT 62 DESIGNED BY: DJC
QUALITY CHECK:
i -J DATE: 3115104
� / JOB NO 803-028
� ---I FF=482090 FIELDBOOK NA
FF=4820 10
MHN 1
STA RI 4813 1+00 82 -.JTY
M -
INVERT IN 4807.97ELEV 4814.08� 5TA- 6+04 NT L
INVERT 3riN-�4SS 4807.7.77 4" Sf RVCE — STA: 6+00
N 5205. 3,x F 1778. FF-481630 ' 4" SERb'ICE,_ -
16T ELEV 4814.27
/\xT _ELEV .69
11.00'
�� I FF=4820 50
ELEV WO'27
J F,
FF=481700 STA: 5+32 O Q
4_SERVICE _,—ELEV 4813.86 Q Q J
4810.38 > - — — j Z Z
P e'
a rr
FF=481565 �/ - _ Z W
P IF-481825
Lu
o\ zRI 4 '5 to
LLI IN
ELEV 4810.33 A �.� -NMEReIN C 4809.82 s FF=482000 Y Q
INVERT 0 33090=4809.6 :,w hEI.EV 4811.77 V
i N 5080.' O N
I
33+00 -- _ --- #t9� 4TA a F67 coFF=481635 - - SERVICE\ Q
\ ! s �.1� 5 4. �5 `ELEV 4813.31 co
J o, ;MHN 3
—:STA 4+5C
RIM 481 7.32
;INVERT IN 4811.62
- I INVERT OUT 3>S-+-H 4811.42
N 4919.47
_..___ .j F 1636.90
CAD NO B0302"3 DWG
SHEET 3 OF 6
TWO - RECORD DRAWINGS
Al'RI
RW HUI I')I I IRE HYDRANT APPROVED
FIry-woiT
THEE DATE
ri
r,l 1'HOMAS,DEAN&HOSKINS,INC.
TD&I IN(IM-FRINGCONSM.TANTS aka
,tar. ��. aacnT i,wS X)ZI. +—u Eu wa wor<Ta.n J/ ZZo
8 I r
5j V,
uj
` H C 00 /
O % _
SO ^� >
Ir U U G
6 U)
I
W W LL
Q Q G
� �0
>
�o
DRAWN BY: MMJ
LOT
62 DESIGNED BY. DJC
L I QUALITY CHECK:
DATE: 3l15104
JOB NO. B03-028
FIELDBOOK NA
k
o �
o
z
I �
O
❑ a
Oa Q`oo U Z J
cn 0 a
� z �
oa w
p h-
2 a
W N
m
Y
U
O
U
coI Q
s)00 4+00 m
_I
CAD NO B03028-04 DWG
_ _-_. SHEET 4 OF 6
1
J J
E � i
1.
-I-
DRAWN BY. MMJ
- _ DESIGNED BY. DJC
QUALITY CHECK:
DATE: 3/15104
JOB NO. B03-028
FIELDBOOK NA
RECORD DRAWINGS
APPROVED
_ NANII TITLE
TD& D I I I(IS9.�5,DEAN&HOS INC.
E�lil\IfERIK(I('UNtiIiLTAN'll
,4'VTS
GR�OEAT FILS-B ZE--K ISV W
LEW/7014 IDu
uj
v' G
D J
� z EL
_ , g O
a
:4 zz LLJ
-; - O a
�'_-- ------- vUi °
w
O a w
LLJ 0 rn
W N W
m Z
Y J
U
O w
U H
co Q
Q
00
CAD NO 803028-05 DWG
SHEET 5 OF S
RECORD DRAWINGS
A IVF D
I HOMAS.DEAN&HOSKINS,INC.
TD&� I*Nc.1%11RINu(oNsul.TA\1'S _
GPERT f5LL5BOlF IMN-NKISPELL YONTN4 I /
SPON/J1F -HINGTON
rFWISTON IWrq � -
r L /
f -
�l
J
Z
f
7 _
� U U U !_
Q G<
PEDESTRIAN RAMP DETAIL(a
mm�
q DRAWN BY: MMJ
CURB AND GUTTER DETAIL I DESIGNED BY DJC
6 QUALITY CHECK
DATE. 3)15/04
JOB NO. B03-028
FIELDBOOK NA
C)
C
Z
O Z
(r) O J
� Q
LU
WO
TYPICAL PAVEMENT SECTION 4 Y m
6
O
U
00
SIDEWALK DETAIL 2 co
6
CAD NO. B03028-06 DWG
SHEET 6 OF 6