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ELECTRIC AWa "0 a
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416.3fi wEgOslo � 4-PLEX �°'
PHASE 9 TOW ELEV=28.39
PHASE 1 PHASE 2 � _ {� g�� 4-PLEX or
s I I 3-PLEX 3-PLEX i+ TOF ELEV=27.93
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ELEV=21.10 TOF ELEV=22.50 \ _ as•WE T - =- - ?
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$ ' TOF ELEV=27.20
PHASE 7
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GAD 70F E =26.08 - Q
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- _ • .i6tvto umm t'�,;c-INT _ TOF ELEV=25.19 & __- 1 O
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m I m 8 cwtt<x WER 3.t�.e' 3-PLE o w_ V, .3 _ rn 'S a z 1`-, wnwm c w4tw rw g •,zc ts.Wr -
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PHASE 12 un''ri O1
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PHASE ¢�C u�Es RASE 4 wSmt w s�-s ; K4 TOF ELEV=29.26 Q°
gg 4-PLE • sEww --r.--a� s PRfMD[s..sc n-1 w nPCR v'cr '" PHASE 11 • ,t�fOh
b EE TOF ELEV= 1.64 -PLEX 9S _11��//.�� •� ,�� _pLE% fO O
70F EV=23.22 v, s mar BLC�4K "!75
=
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LEGEND rW� a ���fffjjjyyy
• MONUMENT (AS DESCRIBED)
YARD SETBACK LINE
PROPERTY LINE
SITE PLAN rTl
EASEMENT LINE
GENERAL NOTES SCALE: 1'=30' DRAWING LIST
SURROUNDING PROPERTY LINE - - ---- --- -
_.._ INSTALLED CURB AND GUTTER C1.0 - OVERALL SITE PLAN
1, ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING 10. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF C2.0 - SANITARY SEWER MAIN PLAN & PROFILF W
WETLAND MITIGATION BOUNDARY PLANS, MPWSS 5TH EDITION, MARCH 2O03, AND THE CITY OF BOZEMAN'S WATER SUPPLY SHALL BE OPERATED BY CITY OF C3.0 - WATER MAIN PLAN AND PROFILE I�1
BOZEMAN MODIFICATIONS TO MPWSS 5TH EDITION, DATED BOZEMAN PERSONNEL ONLY. C4.0 - DETAILS �I.1
OPEN SPACE AREA JANUARY 2004 11. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING �J
® 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND CONNECTIONS.
EXISTINGSANITARY SEWER MANHOLE SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN 12. ALL NEW FIRE HYDRANTS SHALL BE EQUIPED WITH MUELLER
EXISTING SANITARY SEWER LINE APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN HYDRANT DEFENDER SYSTEM. CONTACT CITY WATER DEPARTMENT
-e•w -- EXISTING WATER LINE ENGINEERING DEPARTMENT. FOR LOCK REQUIREMENTS. LEGAL DESCRIPTION
:W EXISTING FIRE HYDRANT 3.PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL 13. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT
N EXISTING WATER VALVE SUBMIT TO THE ENGINEER, WORKING DRAWINGS, SPECIFICATION LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. LOT 1, BLOCK 34, PHASE 2 ^I
SHEETS. ETC., FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON 14. ACCORDING TO CITY OF BOZEMAN REQUIREMENTS, APPROVED DOUBLE LAUREL GLEN SUBDIVISION
® INSTALLED SANITARY SEWER MANHOLE THE PROJECT. INSTALLEDAPPROVAL O ON SHALL NOT BE MADE WITHOUT THE CHECK BACKFLOW PREVENTION DEVICE MUST BE INSTALLEDED BY SE 1 4, SEC. 4, TOWNSHIP 2 SOUTH, RANGE 5 EAST,
PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE OWNER FOR EACH NEW BUILDING. OF P M.M., GALLATIN COUNTY, MONTANA
INSTALLED WATER VALVE THE ENGINEER.
INSTALLED FIRE HYDRANT 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED 15. BENCHMARK: 2" ALUMINUM CAP NORTH OF LAUREL PARKWAY AND
■ INSTALLED INLET/CATCH BASIN UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. OAK STREET INTERSECTION. ELEVATION = 4718.84 (CITY OF
5.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN DATUM)
-r a- INSTALLED SANITARY SEWER LINE INSTALLED WATER LINE BOZEMAN AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION.
- E INSTALLED UNDERGROUND POWER LINE 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION Drawing Date: 9120107
OF THE CONTRACTOR. 7 s
GAS INSTALLED GAS LINE 7. TRENCH BACKFILL SHALL BE TYPE A. lH-I
INSTALLED BLOWOFF 8.USE TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY THE
WATER METER AND BACKFLOW PREVENTION DEVICE. ENGINEER.
.99.25 SPOT ELEVATIONS ( INSTALLED) 9.C&H ENGINEERING AND SURVEYING INC. WILL PERFORM INSPECTION Scale In Feet
SPOT ELEVATIONS (EXISTING) WORK ON THIS PROJECT WHICH IS SOLELY FOR ENSURING THAT THE A B 1
PROJECT IS BUILT PER THE APPROVED PLANS AND SPECIFICATIONS. 4-
{? TRAFFIC FLOW THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE NOTE: 9 0
Be INSTALL BAXTER CREEK CONDOS SIGN PROJECT MEETS ALL OSHA REQUIREMENTS AND THAT THE SITE .Scale In Meters AS-BUn T
NP
INSTALLED "NO PARKING FIRE LANE" SIGN MEETS ALL APPLICABLE SAFETY REQUIREMENTS BOTH FOR HIS
EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE IMPERVIOUS
STRUCTURES, FENCES, DEVICES, FILL MATERIAL, PARKING AREAS OR OTHER 9/20/07
ENGINEER. IMPERVIOUS MATERIALS OR SIMILAR IMPROVEMENTS MAY BE LOCATED WITHIN THE
------- CURB TO BE PAINTED RED DESIGNATING "NO PARKING" REQUIRED WATERCOURSE AND WETLAND SETBACKS.
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Sheet 2 of 4
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` LOT 1
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PLAN VIEW
SCALE: 1"=50' a/
C/]
52
10 Seale In Feet
50 0 50
4" SEWER SERVICES 15 0 15
Scale In Meters
4" SEWER SERVICES a0 d' Q QJG LEFT RIGHT /d' ba^ d" ti11�
1 �O•k0 60 ry`,,.,�,5. �,. ''�� �/ pP �yO 1+19.62 oP g• °i.1 c� '�• �/�
LEFT RIGHT �Or•° k^ �'`• 1y. k1 �� ,5".;° p k1ry'�p9 Oa O O P"
+95 kry�90 �� kry�p VI
.62
0+9.26 `1' 4 + O q 4 k1 O r o k1 Oo' O11 p�' y 2+71.62 'lx 4. 4 k1 B
0+71.11
1+29.81 �'�y�4' F��'��4 k� 2yP /\� 3+69.62 2+75.57
Q 4� gf d+ 4+DO.01
1+77.96 2+04.69 ryrycb h^ 4+67.50
XN
..--- -------- 4730 �� - - - �-- ----- - - - O 1-1
ofl
4725 4730 -- -------- ----------- -- - — I--1
ADE
-- - 4720 4725
WAIN ROSSING - __ I L= 1 .21' 178.E LF 8" SDR-35 PVC Z Q
O 0. 19R SLOPE
------- - -_ 4715 4720 - - -- -._.__.__- ---------------- --- w �W�rr��
130.99 L 8" SDR-35 g SE
PVC O.4 OX SLOPE
SOR 2 6.6g4� TER SERVI E--j 6" HYORANT LEAD ~
S09 3 9 - 4715 - ROSSING. ipp rPnqINC. -
IO'Df O F�
DATUM ELEV_ DATUM ELA I _ _ ,_---
4705.00 471000
aD eq
N h N aD a0 n
2+50 2+00 1+50 1+00 0+50 0+00 0+00 o+So 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
Drawing Date: 2123107
SEWER MAIN PROFILE - NORTH AS—BUII.T A B Z.O
��SEWER MAIN PROFILE - SOUTH 9i2oim
C2.0 SCALE: (1"=50'-O" HORIZONTAL) (1"=5'-O" VERTICAL) C2.0 SCALE: (1 50'- HOHORIZONTAL) (1"=5'-0" VERTICAL)
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Sheet 3 of 4
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aa _ �j LOCK 34
_ LOT 1
- - - - ---- - ------ � - ———-- - - -
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PLAN VIEW
SCALE: 1"=50'
Scale In Feet Fil
50 0 50
15 0 15
Scale In Meters
2~
P
y�
00 O y N 1
006 \2� ,Ce" Gy p2�QJ 00k y
JGeP2�G9 0 O• 2� y Rp Jy ��Jyoe
�� GPQ p2� QV p'>I�`�Q�'OrY�O �° � •�C' 'l� °i� 0�p`' y'l� ,Ct'660 .,g'��F.pO�,Sp OOry k,y0 Jy��4'GP
O ° �•Q?O+ryy O 'l 0 �' P O ?� y'l F,G J Ory
�2 � �20 0\9.p2 � o ,G,�• � J � , Q• �'2 ry P •er cr 1
,P�2G y���� ,P o�/�
1y .h.Qe,,. e,5c�'t�°Ox�''p��G WATER SERVICES
y 6 Q`,{c.•J2 Orlr �Y y'� 4, GP VY 2 .�v 0'r Gp 'CZ' LEFT RIGHT +O P�'�i. �• ei 2G `�G
PO JP OQ'i' y y 2 0" 0' A. 0 °i l0
+ p O �2 P .Fc. •�` �° ry 1+19.24 (1")
11• 0 3�'.�,GQ- 6 WATER SERVICES GP �Q• O ry O 2 GP1 ry 1' 0 y
6 p O 0 C)' i-. �' O. x1P•J, G �2 1+96.36 (1")
2 G �l O`L 1• 4.0 ci x o P 0 ryx
x V QP{ yF, LEFT RIGHT O ° t;Q` O O 1P y'l tiQ' y 2+72.41 (1.5") 01 O G
ry y�1'P0P1 200+36.25 (1") 0+76.87 1" Ox� xOP�?G� \2y \2Pe 0•�'`ry 3+70.18 (1.5" 2+73.80 (1.5") ��. ��P�v2 \gay ��TAp�Q. RESTRAINED LENGTHS
\O ? ( ) \21P O 2 yQ� x 'V�y�O ) 5+23.30 (1.5') Q'P4�Q 2?P Q FITTING MINIMUM RESTRAINT
5 TG1H
1+21.30 (1") �2 O 1P" 5+54.06 (1.5") y 8"x6" TEE BRANCH 1' V �I
Q'yt0' 2+67.24 (1.5") Q'
2+70.11 (1") `2y _
r 4730 4735 --- -- - 8"x8" TEE LINE 5'
BRANCH V
8" 1 BEND 1.
1�1
8" 90*0'BEND 10'
4725 4730
8" CAP 19' "
-- -/I
x w
NSTALLED GRAD
"- --G
�1-- -- DE INST ED GRADE
AL -- --
XISTIN RA 4720 4725 - --- l- I�
-- �EXfSTINC DE--- -` -_---- - w
- 1 l
---- -- - 4715 4720 [7]
DIP 14.70 15.06' 15.35 19.40' 19.73' 0.41'
�R µA1NSEWER S
ATE 4710 4715 .WATER MAN 1), 1 17.19 17.72' ; �j
11. 7 SEWER SERVICE CROSSIN RVICE 15.49' ��SEWER SERVICE �(
CROSSING CROSSING ( )
0+14 ".07 -
15.06' SS MAIN
_. DATUM ELEV DATUM ELEV CROSSING
o O 470500 4710.00 q �a �p q
°n0.L152
n �aD M1� Off^ NO 90� mMfns Of mp ON YO a3 9F -79 p1[zN 9R N 9d N rf fV n c a 0 n n 1ri 1d 1d^ Drawing Date: 2123107
� �1 �� �iC a� N^ `"'� N� � Nd
n
- El.wtkln: TOP OF MAIN (A8) —_ - - - _ Ea.vatioaa: TOP of MAIN (AD)
2+50 2+00 1+50 1+00 0+50 0+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
WATER MAIN PROFILE — NORTH 2 WATER MAIN PROFILE — SOUTH 9 BUM A B 3■
C3.0 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) C3.0 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL)
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ALL SWALES TO BE SLOPED AT 1% TO PONDS
18 NOTE: UNLESS NOTED OTHERWISE ON PLAN
PROVIDE 6"x10'-O'LONG CONCRETE SIDEWALK
2"� AT SNOW STORAGE AREA WITH MOUNTABLE CURB FLOW DEPTH 4
CONCRETE SIDEWALK WITH 3(4"
CONSTRUCTION JOINTS 0 24-0"O.C. s �
NOTE: LOWER SIDEWALK TO AND CONTROL JOINTS 0 6'-0"O.C. i,. PROVIDE 6" COMPACTED L
12"R TOP OF ASPHALT ELEVATION
�P TOPSOIL TO FLOW DEPTH 18"
AT SNOW STORAGE AREAS Sheet 4 of 4
2 0% (A� SWALE CROSS SECTION DETAIL
s SPECIFED)MENT 2%SLOPE OR AS SPECIFIED ` ��51 n m
TOPSOI
3%SLOPE OR AS SPECIFIED 4
8.5" i� •t,.''•. r.1•'41 ':' ,r .:•A..• �A,' � !nu.E
}, 6" INTERIOR CURB &GUTTER D
�g'• ♦ .; ♦�+. ,�. �•• 3"OF 1"MINUS GRANULAR FILL ► C
`
'i
{.....• i :* •♦, is m
.? ! ♦..: :' '''.•:�^: "�•':'♦,� :".•� SEE DETAIL 3
CRUSHED GRAVEL TYPICAL SIDEWALK CURB DETAIL a) _O O O O 'O •O O O O O O U 4 E
BASE - 3' MIN. �)OOOOOOOOOOOOOOOOOOUOOOUO
C4.0 NTS CITY OF BOZEMAN STANDARD DRAWING NO. 02528
W -
SUB-Bq
AS R U
COMPACTED SUBGRADE I. CURB AND APRON POURED MONOLITHIC UNLESS OTHERWISE APPROVED NOTE
SEE SHEET C1 FOR INDIVIDUAL POND TOP AND BOTTOM ELEVATIONS
NOTES 2. MAINTAIN PROPER SIDEYARD SETBACK PER ZONING REGULATIONS
1. Subgrode or base course compaction shall conform to section 02230(M.P.W.Specs., 1996 ed.)
3
2. Contraction shall be placed at 10'intervals and shall ha a minimum depth of 3/4"and minimum width of 1/8". . SIDEWALK CONTRACTION JOINTS SPACED AT 5'INTERVALS WITH MIN. DEPTH OF 1' EXISTING GRADE EXISTING GRADE
n p ve �j
EXPANSION JOINTS TO BE PLACED AT 25'INTERVALS
3. 1/2"expansion pint material shall be placed at oil P.C.s,P.T.s, curb returns and at not more than 300'intervals. The 4. CONTRACTION JOINTS TO BE SPACED AT 10'INTERVALS IN CURB AND GUTTER O
expansion material shall extend through the full depth of the curb and gutter.
4. No curb and gutter shall be placed without a final form inspection by the City Engineer or his representative. 5. EXPANSION JOINT MATERIAL SHALL BE 1/2'THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. TYPICAL RETENTION POND DETAIL
ALL CURB REPLACEMENT SHALL BE DONE PATH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED � _ - - U
5. Concrete shall be Class M-4000. 35'-0' C4.0 SCALE: NTS
6. Cryghed ravel bos)e shall meet the requirements of Sec$ion 02235(MPW SPECS,1996 ed.) For curb and a MAX. DEPRESSED CURB SECTION(TYP.) E-I
gu er re�lacemen projects,washed rock may be used or the grovel base.
PROPERTY LINE _1 I--I
CONCRETE CURB AND GUTTER DETAIL
-- --
C4.0 SCALE: NTS 5'CONCRETE SIDEWALK
U
w � �
a a z <z EXPANSION JOINTS(TYP.)
> 95q �a
F5 T
U V
TRANSITION SECTION(3'MIN.,5'MAX.) BACK OF CURB
FLOW LINE
=A1
GRADE ESTABLISHED AS 1IC RISE PER FOOT FROM TOP OFEDCE OF GUTTER
ADJACENT FULL HEIGHT CURB OR MATCH EXISTING SIDEWALK GRADE
SIDEWALK DRIVEWAY APRON
S.Y ES)
i• "s•rvP. tyemcs)
FR FOOT SLOFFTREET SURFACE
z V1
21 TYPICAL ASPHALT CROSS-SECTION
I
a 3" WASHED ROCK �
MIN. 6" THICK CURB & GUTTER
M-4000 CONCRETE
'OR MATCH EXISTING OR REWIRED SIDEWALK WIDTH O
(T:)NON-RESIDENTIAL DRIVEWAY APPROACH V O
C4.0 SCALE: 1"=10'-0" CITY OF BOZEMAN STANDARD DRAWING NO. 02529-12
NTERIOR STREETS 1� a Iwo
16' 13' (-� —13,50—
3' 13' 13'
VAR D 1/4'/FT 3%SLOPE 1 3X SLOPE 11 SNEW CURB EE DETAIL AND GUTTER F+•I
SID WALK
3'BITUMINOUS ASPHALT TOP OF FOUNDATIQN WALL
SURFACE COURSE 3'OF 1 1/2"MINUS ELEVATION: 2 .50
6'OF 1 1/2'MINUS GRAVEL BASE COURSE
CRUSHED GRAVEL BASE UNDER CURB AND GUTTER FINISHED GRADE
COURSE OVER 12'OF ELEVATION: 2 .00'
6'MINUS PIT RUN FINISHED GRADE SLOP
COMPACTED SUBGRADE 7
GEOTEXTILE FABRIC WILL BE USED DEPENDING I--1
CONDITIONS AS REQUIRED BY ENGINEER.
INSTALLED NON-WOVEN GEOTEXTILE WITH TENSAR BX-1300(AS)
TYPICAL STREET SECTION
C4.0 SCALE: NTS— — FINISHED GRADE S La,E Drawing Date: 2/23/07
1:4 ppN
FINISHED GRADE PROFILE FROMEvRFnt7N: �6.00'
A_A REAR OF BUILDING TO BOTTOM OF POND BOTTOM OF EXISTING POND a1
`NTS — ELEVATION 14.50' A B 4■O
C4.0
AS-BUILT
9/20/07
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