HomeMy WebLinkAboutWillow Run Condominiums WATER, SEWER AND STREET IMPROVEMENTS = o�T RD
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WILLOW RUN CONDOMINIUMS O'zo
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CITY OF BOZEMAN, MONTANA
LEGEND Prepared for RECORD DRAWINGS a
XI TIN DESCRIPTION GASLIGHT DEVELOPMENT A j� E (..i.a,,y a �E. ��4�a7 V)
�( NAME TITLE DATE (�
CURB & GUTTER P.O. BOX 184 TV
SPILL CURB Gild
WILLOW CREEK, MT 59760 Q
01 CLEANOUT n t� O ' TD OG i�i } 0401� CY7 49A o �a
• O MANHOLE a a a I I `1iSPOKAK
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S 8• '9• SANITARY SEWER u 0v *'L v ZONING M-11 W A
1 Z I BIAC 8 x 1 9 za:
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W 8" •0- WATER MAIN m N N N � c o
1� 0 FIRE HYDRANT 6 GENERAL NOTES: UJ w�
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1 I 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SHALL BE RESPONSIBLE o cc p
H D° VALVE 7 we
z FOR SECURING THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE BEGINNING EXCAVATION. InT ——- UNDERGROUND TELEPHONE 6 j a30 HLOCK 4 2. ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR GUY WIRES WHICH INTERFERE WITH THEE OVERHEAD ELECTRIC K 5 V 2 4 CONSTRUCTION SHALL BE REMOVED OR RELOCATED BY THE UTILITY COMPANY.GUY WIRE & ANCHOR 7p n p �' ZONING M-1 3. THE CONTRACTOR SHALL EXCAVATE ALL WATER AND SEWER LINES PRIOR TO BEGINNING TRENCH
EXCAVATION TO ENSURE CROSSING CLEARANCE. THE CONTRACTOR SHALL NOTIFY THE BOZEMAN
0 4 N PUBLIC WORKS DEPARTMENT PRIOR TO EXCAVATION. <,H
LIGHT (LIGHT POLE)
<£ b N � O O
m UTILITY POLE ,�� 9 '{ 1 4. EXISTING FITTINGS ARE SHOWN, BASED ON DATA FURNISHED BY THE OWNER. THE CONTRACTOR O
HYDRANT BENCHMARK �0 4 5 SHALL BE RESPONSIBLE FOR EXCAVATING FITTINGS AND CONFIRMING REQUIREMENTS PRIOR TO
-- CONCRETE ARROW BOLT, STAMPED WITH "X" 2 ORDERING NEW FITTINGS. p
DECIDUOUS TREE ELEV 4666.65 —CONSTRUCTION ACCESS 5. THE CONTRACTOR SHALL INSTALL MEGA LUG RESTRAINSTS OR CONCRETE THRUST BLOCKS AT ALL
ZONING R-O VIA WARBLER WAY WATER LINE FITTINGS, VALVES & FIRE HYDRANTS, AS DESCRIBED IN THE SPECIFICATIONS.
91F CONIFEROUS TREE 1 2 ELECTRICAL BOX m m m �I
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY PERMITS.
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54.60 v ° 5 CT(n ,1 ; HYDRANT BENCHMARK 7. ALL CULVERTS AND DRAINAGE DITCHES AFFECTED BY CONSTRUCTION SHALL BE RESTORED TO DRAWN BY: JLN
SPOT ELEVATIONS , B� ARROW BOLT, STAMPED WITH "X" ORIGINAL CONDITION, UNLESS OTHERWISE NOTED ON PLANS.
ELEV 4671.60
DESIGNED BY: JLN
=
- WOOD FENCE i \ B. ALL STREET & TRAFFIC SIGNS THAT INTERFERE WITH CONSTRUCTION SHALL BE REMOVED & QUALITY CHECK: DJC
WIRE FENCE I RESET BY CONTRACTOR. DATE: 9.29.04
—•—•—•— HYDRANT BENCHMARK I JOB NO. B04-025
n CURB STOP ARROW BOLT, STAMPED WITH "X" C 2 1 9. MAINTAIN A MINIMUM OF 11 FEET HORIZONTAL SEPARATION BETWEEN CENTERLINE OF SEWER FIELDBOOK
AND WATER LINES.
ELEV = 4872.16 � 3 ZONING -0
BUILDING 10. MAINTAIN A MINIMUM OF 18"VERTICAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM DRAINS
o STREET SIGN
& WATER LINE CROSSINGS.
G4+ CONTROL POINT PRDJECT 11. CONTRACTOR SHALL REMOVE ANY OBSTACLE (FENCES, CONCRETE SLABS, ETC.) THAT INTERFERE
LOCATION WITH CONSTRUCTION UPON APPROVAL OF PROJECT ENGINEER.
Ln TELEPHONE RISER VICINITY MAP 12. ALL CONSTRUCTION WILL CONFORM TO MPWSS, 5TH EDITION, CITY OF BOZEMAN MODIFICATIONS
ELECTRICAL BOX MARCH 2O04, AND SPECIAL PROVISIONS FOR WATER AND SEWER MAIN EXTENSIONS.
------- EDGE OF ASPHALT 13. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS.
---------------- EDGE OF GRAVEL F--- 14. EXISTING COB VALVES SHALL BE OPERATED BY COB PERSONNEL ONLY.
J
CATTAIL CREEK (V' I 15. CONTRACTOR SHALL NOTIFY THE COB WATER DEPT. 24 HRS PRIOR TO BEGINNING WORK.
SUBDIVISION c
—4655 ,6?o----- CONTOUR PHASE I G
----------------- EXISTING GROUND IN PROFILE i �> Z
FINISH GRADE IN PROFILE I Y C Z
C Q
m� LITILTtt LINE IN PROFILE SCHEDULE OF DRAWINGS o Z w
s I I
SHEET N0. SHEET NAME O
0 2 N
a
SECTION OR DETAILDESIGNATION SYMBOL 1 COVER SHEET U Z\ 2 SITE PLAN = 2 >
SHEET NUMBER WHERE I I Ji �c� 1 a. X 3 WATER & SEWER PLAN AND PROFILE W O
SECTION OR DETAIL I \ � O V m
IS SHOWN i L-- I
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ABBREVIATIONS
ARCP ARCHED REINFORCED CONCRETE PIPE MANUF. MANUFACTURER 1 I I I I
mall v
O AT MH MANHOLE I 1 I I I
COB CITY OF BOZEMAN MIN. MINIMUM I ®�T
CONC. CONCRETE NO. NUMBER ,J
I IA.e.x
CONST. CONSTRUCTION PVC POLYANYLCHLORIDE I ® /� I M I L7 I s
CT. COURT RCP ® •+•'REINFORCED CONCRETE PIPE 1 R'.,.'I I I I ®C���a�
b LL
DIAMETER SIM. SIMILAR
D.I. DUCTILE IRON PIPE STA. STATION
DR. DRIVE STD. STANDARD " -
DWG. DRAWING ST. STREET
ELEV. ELEVATION TYP TYPICAL
EXIST. EXISTING W/ WITH
F.E.T.S FLARED END TERMINUS SECTION YPC YELLOW PLASTIC CAP LOCATION MAP
L.F. LINEAR FEET
CAD NO. R0425-01.DWG
SHEET 1 OF 3
N _ CRAG P r
709E
ELEV- FINISHED GARAGE MINUS .05'
SLOPE CONCRETE TO DRAIN f�s7QA'AL
0.5% 0.5% 00
a z O
U M5
/ 09-
/ - -' D PVC co�
SDR 35 010E MIN tom-.
W/FILTER FABRIC AND
INSTALL DRIVEWAY APPROACH PIPE BAND
BOTH OVER END DESOF
WITH 3' TRANSITION /-- A� 0 20' 40' 60' (TYP ) V1 .4
SEE C.O.B. STD. DWG. y _ �j ��- / I I I - CL '7
NO. N 02529-11 DEPTH WASHED ROCK
/ ' '� �� �.I
PO S C A L E o 0 6" Q dr Z i
j --````P - I I OVER & UNDER DRAIN LINE. V) w
/,- V ao N 3" 1' BEYOND DRAIN LINE (TYP) N _y �_
24" I.D. RCP PIPE CLASS II z
6" MONOLITHIC CONCRETE SLAB cr
o
NOTES: WITH 6" DRAIN HOLE W Gla
PRESERVE & PROTECT LIGHT //-- 'CONSTRUCT 5' STANDARD mo Q W
C J� 1. ALL CURB ELEVATIONS ARE TO FLOWUNE UNLESS OTHERWISE z
\CTTY SIDEWALK NOTED. TYPICAL CATCH BASIN °� Q �N
v & y ``` "J \- \ /� \ E2.LEVATIONS. FLOOR ELEVATIONS INDICATED ARE THE GARAGE SLAB AND DRAIN SUMP D ETA I L 3 uj x N� w�,
61 NO SCALE w w w C
--'- - 3. CURB RADII ARE 3' FROM BACK OF CURB UNLESS 1 C)O O �"'_
OTHERWISE NOTED. N W s N
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PROPERTY LINE (TYP.)
RECORD DRAWINGS N
TEL TEL -j APPgOVED
—TEL _ -
/ 9
O 0 0
NAME f TITLE DATE
GARAGE FLOOR-4669.11 \ THOMAS,DEAN& HOSKINS,INC. w
I GARAGE FLOOR-4669.36 \� \ TD&I� �1 �- EENGINEERING CONSULTANTS A
,�� wns GTON uua Y Y>
m m m
SNOW STORAGE �� -_' 5' SIDEWALK (TYP.) DRAWN BY: JLN
DESIGNED BY: JLN
`` \ •.' QUALITY CHECK: DJC
DATE: 9.29.04
_ ? JOB NO. B04-025
. FIELDBOOK
��� � \� BROOM FINISH SLOPE
UM
CONCRETE IN
I -0_BX
------ --' \ DARK AREA
INSTALL 3' WIDE VALLEY GUTTER (SEE _
o� It C.O.B. STD. DWG. NO. 02529-1
H r 2 Qtn CATCH BASIN (TYP.) \ --------- ------- --------------
-_ +. SEE DETAIL e
TYPICAL ASPHALT SECTION ( -y .. 1 TRANSITION AREA DROP CURB
SEE DETAIL 1 ------------ ---- ____ - rD �� Y TYP.)
FLOWLINE OF GUTTER
e I ti HEADER CURB \ PEDESTRIAN RAMP DETAI 5
WALL (DES IG N BY OTHERS) e
TIE CURB INTO RETAINING 1 N
\�` EE DETAIL 1 NO SCALE
CONCRETE DRIVEWAY PAD •� GARAGE FLOOR-4670.24 \
AREA SHADED (TYP)
6" THICK HEADER CURB
6" 1-1/2" MINUS GRAVEL SEE DETAIL e `P• o Z
/4 REBAR 0 18" O.C. 1 0 a. \$ \ \ Z
1 2�
GARAGE FLOOR-4669.92 I^STALL..3'-Wlth �r''.t -- ------ - - --- O Q
SPILL CURB (TYP.) LEY GUTTER` \ 0 Z ZQ
o � a
.. SNOW STORAGE) \� Z W
INSTALL PEDESTRIAN RAMP \ 9" (TYP.) Z Q
SEE DETAIL 5 SPILL CURB SHADED (TYP) / 3" ASPHALT :3 W (n
y — — — — — — — — — 1 — — 6" OF 1-1/2" MINUS N
298.86' _ _ _ CRUSHED BASE COURSE m
CONCRETE CURB AND GUTTER
SEE C.O.B. STD. DWG. NO. 02528-1 \ O 9" OF PITRUN GRAVEL J
- -
- ----- -- - - ------ -------------- - - GEOTEXTILE FABRIC COMPACTED SUBGRADE
EXISTING TRAIL (IF REQUIRED)
TYPICAL ASPHALT SECTION 1
NO SCAIF 1
CAD NO. R0425-02.DWG
SHEET 2 OF 3
A01TA,��'
DAVID J.
MOVED TO HERE a 1 CRAWFORD 1 5
TAP THE EXISTING 4' 8709PE
I DUCTILE IRON WITH 1-1/2* .. ��c
O
RBIBM-
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J Z �zo
PRESERVE AND PROTECT / �� � � STA 2+14 I 3
'DECORATIVE LIGHT L /uE lll_ - 4" SERVICE 'n
�., EL - 67.44
� t� I STA 2+56 REMOVE EXISTING 'SERVICE; I �, •
REMOVE AND REPLACE / t N - = ) ( 4' SERVICE CONNECT TO B" MAIN WITH ( �—�� • N j
ASPHALT (33 S.Y.) r M -`�- 1 '•1 ;cif Bx8 TEE AND 8' GATE VALVE F 6)
CONVERTCORETNEWR BP MAN •�- ^ ,�_ I SERVICE' _ _ _ _ r-' ; '- - __ ___ ¢
b
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+ s HERE EL 67.66 --- __ --- �y
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INTO EXISTING M.H. - S 5o a _ Ir - ' -`-'_� _1-.` __ —STA 1+51 -- 'TJ V?
Y STA 1+24 1-1/2' SERVICE Z V
REMOVE AND REPLACE 0+50 / UTILITY & ACCESS 3 z w
6• 11Yi BEND EASEMENT ¢ Q N
ASPHALT (19 S.Y.) v o[
SEWER CLEANOUT (T?-}------_
;� 0o ^ W�
/`. t W /1+ 1+74.54 U)p ICI W I
zw
MH /2 ----- I rnw Z m
p r-� STA 0+60 ----------- w O w 03
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CxTEND NG.">/� L 1' SERVICE ! L STA 11+75
4" ,FWFR viDE ;/ rr
r 8X6 TEE
TA 2+54 `� I STA +23 8' PLUG TO SOUTH o za'Gi
•/ ✓' 1 4' SERV19E -- � / 1-1/2' STVICE !• 7 L.F. 6' PIPE
/ • / / FIRE.HYDRANT ASSEMBLY m
"ENDED SERVICE
HERE EL 67.48 N
UTILITY & ACCESS r/ I-�
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EASEMEN7' g / o O 0
SEWER PLAN WATER PLAN WATER SERVICES NEED TO BE SIZED AS FOLLOWS:
RECORD DRAWINGS A
BUILDING SERVICE SIZE SUPPLY/BRANCH SIZE ix
r ,
0 20' 4Cl' 60' ED 2 UNIT 1- 1-1/4' m m m n
s 11 1 1 1 Q-E. I�6 0� 01
20' 40' so' a uNrr 1-1/z' 1-1/2'
S C A L E TITLE DATE 11 I I I I I 5 UNIT 1-1/2' 2" DRAWN BY: JLN
714E 2 EXCAVATKON TYPE A BACKFILL S C A L E DESIGNED BY: JLN
THOMAS,DEAN&HOSKINS,INC. QUALITY CHECK: DJC
ENGINEERING CONSULTANTS DATE: 9.29.04
P .pp TD& oKA,F�_WzEw-_ ISKU ,arrt� JOB NO B04-025
�p FIELDBOOK
2 0
r < VA A
2
z
+ O £ + p $ N O FINISHED GROUND
w a g N N a
cpioo... 2 or iGi & ? 4672 \
4672 I `EXISTING GROUND
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J QI V
w N
v a
fill z� I N z w
ZI w 4668 Q
�I STA. 0+00 TO STA. 1+75 INSTALL 0 F— W Q
46M 175 L.F. 8' CLASS 51 DUCTILE a Z 0d IRON PIPE
CONVERT TO DROP ' N O Q
MANHOLE Z
DROP 8" PIPE ON 0.50% U Z Q Z
OUTSIDE OF MANHOLE 8" PvC SDR 35 96 LF
SEE OLD COB STD DWG w Q
�02722-1 (FEBRUARY 8- PVC SDR 35 64 LF O.SOR z o
W Z N
1996 W'°yyR� 4664 a
1 ~ Q
U>= N In
J
o=q O IL
46641 z o i o J l�yF
w �3.
EXISTING 4 DIA. MH J z' Gp' +w Z
INV. OUT ELEV- 4661.31 a 5 p L)z F F,-d�
(CONTRACTOR FIELD VERIFY w 4 In N v pJ EXISTING GROUND
LOCATION AND DEPTH) ; EXISTING GROUND 4660
a 10 rn N m m 40 ro
n 10 n n n r 10
4ee0 a e a `� e a a
40
n
^ 0+00 0+50 1+00 1+50
1,00 1+50 2+00 2+50
SEWER PROFILE WATER PROFILE
CAD NO. R425-03.DWG
SHEET 3 OF 3