HomeMy WebLinkAboutPLANSET 22X34 061917 ------------)--�Z
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— — — — — — — — ———— EXISTING 26'SHARED PUG PRO-$S\Ot P —
RN ACCESS EASEMENT
pR(N N'CER /�
GREP�RCAP-Hp� � ll
p°MMM-1z°N I I� III
111 ---------------------------J
— —————— /�
\ \ BM#14 REBAR / / 11 \ \ �' _ ————— -- ____
ELEV=4707.38 /\ \�\ _--- ---- --- -- -----
--_ —
——————— _339.2— PROPOSED 30'UTILITY EASEMEtd
_ PROPERTY LINE_____ / / /
REMOVE CURB
INSTALL \
LAYDOWN CURB l\ _ /\\��\
_--- — -- --�- 28' STORM PON —��� / — ---- / / / �/\ as
a ---- — — ------ ---- ----_�---- SSS
BM#15 REBAR \ — WORK/LIVE 30' — —P T-H... ARKING /
ELEV=4711.7 \ — HdSTALL 6"THICK (4 UNITS) __ R=oo' SY BOL AN HATCH / / y/
SIDEWALK 617 NIKLES — - — — INKS-T LL 6"TH CK te.00• /
\ — \ SS ggq• SIDE ALK
TWALK / Z°
Y
ou i 28 // /^
r \ as
7.89' — —— / R=ts. — INSTALL
— SEE DE AIL, (— i
18.00• — —— — — SHEET -5 _— BIKE RA�
J \ 30' IN-STALL H.C.P RKK1Nf SIGN PER �E{M#
/\ \ / — ON WALLPER TAIL
/ V-47 5.7
\ / A
\tz.ea• eoo' .00• aso' .00• / / — WORK/LIVE
1 \ I\\ I I I I 10.50' .00' I a.0o' I to.00• I 9.00' I .00' I � (3 UNITS)
\ MOUNT"TENANT PAfjIkING — — ——
ONLY"SIGN ON-EACH
/
/ —— PAINT CURB RED —— ———— 611 NIKLES
GARAGEDOOR PER DETAIL,
\ 28111Y SHEET C-6,TYP.
26'DRIVE AISLE
v _ � ypNVNGI
z / \ _ _ // / � 30,
S NORSG N"ER 10.22
' shoo' 1o.n'/— / m.1s• 9so' I a.00'/ 1 — w 9.00,
I 1 � > \
1a.00'
JNSTALL(2)BIKE ¢ WORK/LIVE
I RACKS PER DETAILe.00• 3 — 2 U IT-S)
—5'�WALL_ / AND MAILBOX — —613 NIKLES
— CLUSTER
�g.� INSTALL H.C.PARKING
_ — 1 30%4" — SIGN ON WALL PER �,/
INSTALL 'THICKENED INSTALL - 3S
— INSTAL COMPAC CAR I EDGE SI EWALK PER / — DETAIL —_ �\
( I` WHEE AIRRAMP — RES )2N
BARKING SIGN O WALL I DETAIL —/ / — — ppE�gpq
-PAINT H.C.PARKING y \ /
WORWLIV�' _ 30' / / SYMBOL AND HATCH / I
/ / .5'SIDEWAL
(4 UNITS) // / // EASEMENT
--� ------- �\ 615 NIKLES /
INSTALL 7-THICKENE \
-- \—
--_--------J------- Z<� I / / / EDGE SIDEWALK PER y� \ / / \ tPNOtE-
-——— —— / / DETAIL / /// \ JO SID�WALK / / \\VPpJ22°N\NGl
----- ---- \ OUND /
/ \ PROPERTY LINE / / —————— / A\ HYDRANT
2 .4'
I ——5'BUILD ___ / /INSTALL TRASH
\ RETAfNff4G WALL—1
PER AIL,SHEET C-6
—— ——————————
IV 10'RECIPROCAL STORM EASEMENT //DETAI�S EE PC-6-6
\ v OWNERIDEVEMP€R-—LONGSHOT EQUITY,LLC PUBLIC PARK LANE 6EDICATION TRACKING TABLE
/ / / \ //
\ 1871 SOUTH 22ND AVE,SUITE 1 / / / \ /9 MCCiiESNEY LIVE-WORK THIS PROJECT PREVIOUS*
\ BOZEMAN,MT 59718 / / / \ / RESIDENTIAL UNITS 13 UNITS/0.9789 AC N/A
\ y AREA NOTES: / / / /d/ / / / REQUIRED PARKLAND 0.352 ACRES/$23,198 N/A
z \ PARCEL SIZE=0.9789 AC=42,643 SIF
G1 \ TOTAL FLOOR AREA=24,446 SIF / / / /\ // PROVIDED PARKLAND $23,198(CIL) N/A
GROUND FLOOR AREA RATIO=FOOTPK'INT/42,643 SF=(10,763p42,643=25% DENSITY NOTES
D \ TOTAL FLOOR ARE-4-RATIO,FLOOR AREA/42,643 SF=24,446/42,643=57% / 13 UNITS/0.9789 ACRES OR 13.3 UNITS PER ACRE "!! / / / *NO PARKLAND WAS PREVIOUSLY DEDICATED AS PART OF THIS SUBDIVISION SINCE
\ EXISTING BUILDING AREA=N/A / / \ THIS IS FIRST RESIDENTIAL COMPONENT.
r\ \ PROPOSED PARKING AREA=14,040 SF — ZONING \ /
Y \ PROPOSED BUILDING FOOTPRINT=10,763 SF — ZO CONSTRUCTION NOTES:
I \ PROPOSED LANDSCAPE AREA=11,955 SF———— / / 1.SEE GEOTECHNICAL REPORT FOR FINAL PARKING LOT SECTION DEPTHS.
\ PUBLIC STREET RIGHT OF WAY=N/A -—RESIDENTIAL OPEN SPACE / // 2.CURB RADII ARE TO BE&UNLESS OTHERWISE NOTED.
1326 SF OF OPEN SPACE SHOWN / 3.THE CONTRACTOR SHALL CONTACT ONE CALL @ 1-800-424-5555 FOR ONSITE
ADDIT
680 SF OF BALCONY
UT:L:TY LOCATION.ALL UTILITIES SHALL BE MARKED BEFORE DIGGING.
�NPpP j PZy°NNG I \ PARK\) \\ REQUING IRED NOTES
FLOOR PARKING=13 UNITS x 1 BR=19.5 STALLS-——— S ONLY 45LWIIDE SO DOES NOT QUALIFY DIRECTLY.
\\\ //// GRAPHIC,SCALE 4T L ES SHOWN
ARE SIDEWALKS FORPLANNING SHA MEET PURPOSES
S ONLY.SPECIFICATIONS AND
RE PR 0 REQUIRED 1ST FLOOR PARKING=3,120 SF WAREHOUSIfgG Yi000SF=3.1 STALLS / /
S\N E,M GEl I REQUIRED 1ST FLOOR PARKING=7,643 SF OFFICE @ Y360SF=21.8 STALLS -LOCATION 15 7.5 15 REQUIREMENTS OF THE CITY OF BOZEMAN SIDEWALK POLICY.
JERSVD / -p-C 1T S TOTAL PARKING REQUIRED=19.5+5.5+14.9=44.4 STALLS —- 623 NIKLES DRIVE \ j 5.ADDITIONAL SUBMITTAL TO CITY ENGINEERING&DEQ IS REQUIRED FOR
R g�--�0MN PGE \ PARKING STALLS ON-SITE=41 —— BOZEMAN,MT 59718 \�/ ( 1 FEET) SEWER MAIN PRIOR TO CONSTRUCTION.
PARKING IN PARKING STALLS GE=13ON-STREET=3 LOT 16,MCCHESNEY INDUSTRIAL PARK SUBDIVISION /// 11^17":1"=30 ft PARE ING ONNY"SIGN.
LS IN FRONT OF GARAGE DOORS SHALL HAVE"TENANT
VERIFY SCALE REVISIONS DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:CMW MCCHESNEY WORK-LIVE 1086.009
REDUCED.LINE BELOW1 UPDATED PER DRC COMMENTS 06-19-17 JRM MCCHESNEY INDUSTRIAL PARK-LOT 16 SHEET NUMBER
MEASURES ONE INCH ON
ORIGINAL DRAWING. Engineering APPR.ev: BOZEMAN MT
N E S T S CDnsuaing 204 N.11th Ave.
/► Design Bozeman,MT 59715 DATE:03/14/17 DRAWING NUMBER
MODIFY SCALE ACCORDINGLY NGINEERING, INC Planning Phone:(406)581-3319 D.A.REVIEW BY: SITE PLAN -^
H:\1086\009\ACAD\SHEETS\SHEET-Cl-LAYOUT.dwg Plotted by christopherwasia on 6/20120177:49 AM 4(ie Begn o aYew Standatd0 Ca1b111ltMCllt COPYRIGHT®GENESIS ENGINEERING,INC.2017 DATE:
------------�Z _--I I I I I I ——————
----- ----- L��
ERN I „J _ III ACCESS EASEMENTEXISTING 26' D NP'VG 8 OiONNGI C!
O' , G\P
QOM M.\TO
I 111 / 111 L-——————————————————------- ——
\ _—
\ \ — / —— / / / / /
\ \ INSTALL STORM // / _\\ \\\\�,/ _--——— ——
---.----- // � �
PIPE,SEE SHEET —
EXISTING 20'STORM EASEMENT \ C-3 // \ \===y=-----_�i== _----------- // / / \
I/ y INSTALL CURB _ REA1QVE&
PROPOSED DRY UTILITIES — \ _ RF�CAY 130'OF\
I INLET&PIPE 3V UTIL�EASEMENT' \ / / / / g1=WER MAIN TO
— —— ——P— = —— — _——_————— \\ SEE SHEET C-3 PROPERTY LINE / / /� /// R1EXT MANHOLE
INSTALL 4" _
ERSERVICE.- / \ /10'/ / NEW DROP
DETENTION _ — , =0%MIN-L=14'- / \ \ / �NHOLE AI /
_ /SEWER MAIN" / ? \ 8 0 �ISTING MAIN
\ ��"1$ .POND /ems — ---_—__— ��_--- — ---- ��--- 8ss
WORWLIVE 30'
® V (4 UNITS) �i� �� -- �/ / \ \ // // /4//
LL 4" SSSIEW
\
S=2. R MIN,LLi6 101,
\ 5'WAL
INSTALL CURB as 28'
INLET&PIPE
/ SEE-SHEET C-3
F '/ INSTALL 4"
/\ / EEP 90°BEND 30'
———————————
LF �—J &CANOIi TA L 4"45° WORKILIVE
V INSTALL 1.5"COPP B D (3 UNITS)
11 \ WATER SERVICE,1=23' — _ _INSTAL CURB
i CHASE,SEE
SHEET -3
TE
26'DRIVE AISLE // // W,g 0 i' IN�dLL 1"COPPER
7A'rER S VICE,L=38'
S ALL 1.5"COPP i INSTALL 4"45° /
ATER SERVICE,L 28' INSTALL4" BEND& / \ // r\01
J \ ___ _ ' / //SEWER SERVICE, CLEANOUT 30, __.t, \ / M\ 0-(i \NGl
NORZN N'\ER / / S=2.0%MIN,
gR / Cad ON
GREP�FyG\P\'NGl w I\ L=130' y`' INSTALL4„ }��/ /
GQMcIM ZQN ATER
/ SEWER SER 25' ————— / �� //'L SERVICEN T GORP STOP /t- INSTALL 1"COPPER 6
/ L, / i x WATER SERVICE,L-86' / \
w ——WORK Lv€—
J / \ '-5'�WALK_ / ¢ UNITS) //
PROPOSED D Y UTILITIES w i // N 1".1
WAT R,
�-— _ �S VICES,TAP D \ \
30/4" tY/ // / TO EXISTIN AIN
/AT 18"MIN. ACING
WORWLIVE— 30' 5'SIDEWAL
(4 UNITS) EASEMENT
/ TRASH
ENd'LOSURE
e \ \ PN0
\ \\ ON\N 1
PROPERTY LINE / /PEYDRANT \ /j
"��jv / MATELY———— ------ c — / =I� ——1RY LINE/ PROPOSED PRY UTILITIES —————
10'STO EASEMENT INLET&PITOURM_ / / / _ OVETBC.
INLET&PIPE, �� /
\ SEE SHEET C-3 -------/ \ \\ ///
CONSTRUCTION NOTES:
1.SEE GEOTECHNICAL REPORT FOR PARKING LOT SECTION DEPTHS.
\/ — —_ __- // \ / / 2.CURB RADII ARE TO BE T UNLESS OTHERWISE NOTED.
3.ALL INFRASTRUCTURE SHALL BE INSTALLED IN ACCORDANCE WITH THE
LATEST EDITION OF THE MONTANA PUBLIC WORKS.
4.THE CONTRACTOR SHALL CONTACT ONE CALL @ 1-800-424-5555 FOR ONSITE
UTILITY LOCATION.ALL UTILITIES SHALL BE MARKED BEFORE DIGGING.
UTILITIES SHOWN ARE FOR PLANNING PURPOSES ONLY.
5.THE CONTRACTOR SHALL NOTIFY THE BOZEMAN WATER&SEWER
DEPARTMENT A Py NNING ANY WORK.
GPT RSg 6ZN� \\ \ // // /// y \\ //// // 6.CONSTRUCTED(SIDEWALKS SHALL MEET ALL SPECIFICATIONS NIMUM OF 24 HOURS PRIOR TO I AND
Rt\PV�2yON\N \ -- / // \ / / GRAPHIC,!SCALE REQUIREMENTS OF THE CITY OF BOZEMAN SIDEWALK POLICY.
EENP
SR\XEQRM P�OGEI I / 1T P� / / // / \ //, I5 ZS I5 7.T EINCHUM OF 18"SEPARATION BETWEEN SERVICES INSTALLED IN SAME
RVNE / 'C�A"�pPE�' \ i /�/ ��/ (�7 FEET) 8.ADDITIONAL SUBMITTAL TO CITY ENGINEERING&DEQ IS REQUIRED FOR
_-— / / 1 inch= 15 ft. SEWER MAIN PRIOR TO CONSTRUCTION.
1 YX17":1"=30 ft
VERIFY SCALE REVISIONS P DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:CMW MCCHESNEY WORK-LIVE 1086.009
REDUCED.ONE IN
AO 1 UPDATED PER DRC COMMENTS 06-19-17 JRM MCCHESNEY INDUSTRIAL PARK-LOT 16 SHEET NUMBER
MEASURES DR—I G. En meerin APPR.BY:
ORIGINAL DRAWING. — _ i coy:Dmny 2o4N.11IT Ave. BOZEMAN MT
I 1 Design Bozeman,MT 59715 DATE:03/14/17 DRAWING NUMBER
MODIFY SCALE ACCORDINGLY f4ESNGINEERING, INC Planning phone:(406)581-3319 Q.A.REVIEW C-2 BY: UTILITIES IV- L
H:\1086\009\ACAD\SHEETS\SHEET-C2-UTILITIES.dwg Plotted bychristopherwasia on 6120/20177:10AM The(Beginning o aNew Standard'o Commitment COPYRIGHT®GENESIS ENGINEERING,INC.2017 DATE:
------------)-LZ
---- -------L-J / \\ I I I PROPOSED�STORMWATE II
EXISTING 15"PIPE DETENTION POND
J/ / \
---------- / OT ELEV=470.--
------------------f_- TOP ELEV=4707.5'5'
F3'j OR�G SER STORM PIPE REQ lu RELD VOLUME=75�QFT NpuG BO�O\N NGl
EpNVOLUME=75� FT
N N
GR EFyO\p \NG) CORE INTO EXISTING �-�/ \ B 220N
coo -\ STORM MANHOLE
lM INV IN=4703.91' \ III
INSTALL 15"A-2000 PIPE I o�' INV OUT=4703.81' / INSTALL 12" II
L=14.5'S=1.38% I �\ / INSTALL 12"A-2000 A-2000 /
1 OUTLET STRUCTURE PIPE,L=14.5',S=1.25% PIPE L-lly` � ------------------ -------J
SEE DETAIL S=2.50% \-{ ---
INSTALL 36"STORM MANHOLE \ 1NSTJ{Lb1S-A 20011P1PE_-------/ SHEETC ____-__ _---
L=105'INV OUT=4704.44' - --- > ---- --
IE IN=4704.21' / I ----- \ \ \ -- / -----REMOVE EXISTING
IE OUT=4704.1r \ \ / I 1� \ � / \\� / ---- ---�ssvRE2.a%MAX - _ CURB
TC(APPROX-MATCH ASPHALT)_ INSTALL 12" ',S= PIPE / y \\ ----- SLOPEAQROSSH.G-
4707.75' I L=110',S=1.24% J] I I \ _----- -_- STALL&AISLE
BM#14 REBAR / C! III \ INSTALL CUi�9NLE
TC-4708.31'
�\ - - ---- --- L/ III ROCK /� IE=4706.25' / SAW CUT // ---
INSTALL 36"STORM INLET
IE IN=4704.44'
IE OUT=4704.34' A DETENTK) \\
TC=4707.50' `-- - (4 UNI S E _POND - - - - -- --- / //
ROCK
FF='M = g5- ��=10- .68 FF=10.66 BM#15 REBAR \ ,23 FF 11_ S /
ELEV=4711.7
\ I TAiC-12"A-2000 PIPE
\ _ -31 INV OUT=4706.00'
-S=115°K WALK T
S 0.67°0 /
(( 1 2/0 MAX
\ = MAX // ss
r SEE DETAIL
/ 1 WORK/LIVE SHEET C-5 i 'r
a r
\
_ J / n FF=10.47 (3 UNITS)
FF=10.89 FF=11.31
/ CUR LET INSTALL 12"CURB CHASE rd /
0 / _ PER DETAIL,SHEET C-4
O V A\ / T �4710.50' %MIN 11 _- -__TBC - - V-tN-4Z12.14',S=2.0A m
=4707.00' - 12 �S BM#6 REBAR / \
�10.80' / - 12.38 - 1 /� EL 4715.7
12 2ASLE / / // Fw
-
x6%MAX z.00' - s s� \ /� Mv0co
z
GRM�
iGNVN
Qc\o NGl I ro / P�c,A4ROSS H.C. - 2 0 -/ p \ / �0
STALL&AISL M
G°MGM-�Z � � � � / - -- -FF=13:57-
13
INSTALL 12"k-2000 PIPE WORK/IV€
L=31'INV Ol�T=4713.00' S=0.67N �-'� 5'-yyALK 2% _ UNITS 17
13
18
15 �/ ---�l / 2�.w�
I �� III �' o� PAVE a FF_13.9_4--
1 3.30'
13.90 FF=113.68\ �F-1-3,55, FF=13.28 NOTES:
i A WO LIVE
Y9 \ (4 U ITS) 1. SPOT ELEVATIONS SHOWN ARE 47XX.XX'
�� v /
✓ 2. CATCH CURB:TBC=FLAG+0.38'
------------�`---- \ / o/ T4 / -
3 F W FRONT F SIDEWALK
4. BSW BACK OF SIDEWALK
E LOSURES i / /
--- /// \\ / \ / 5. FF FINISHED FLOOR ELEVATION
RETAINING WALL // \ \ 6. SIDEWALK IS 0.5'ABOVE ADJACENT ASPHALT UNLESS
��A V / OTHERWISE NOTED
7.SPILL CURB:TBC=FLAG+0.55'
81AYDOWN CURB:TBC=FLAG
INSTALL 36"STORM MH - / / // _ // -y / 9.ALL CURB TO BE PER CURB&GUTTER DETAIL,SHEET C-3
IE IN=4713.84: X / / //- \ // V� \ 10.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASSURE
IE OUT=4713.84' N -�-7�--/ / / /
TC=4720.20' // �' / WHEELCHAIR ACCESSIBLE RAMPS AND SIDEWALKS
\ INSTALL 36"STORM INLET 7 'C \ /j MEET ADA REQUIREMENTS.
\ G) TC=4717.00' / / // / \ /9 11.TBC=TOP BACK CURB, BSW=BACK SIDEWALK
A IE OUT=4715.00' / /
\ IT \ / / / /j m \ / / 12.CONTRACTOR TO ASSURE LESS THAN 2%SLOPE IN
- WHEELCHAIR ACCESSIBLE PARKING STALLS.
z \ \ INSTALL 12.A-2000 PIPE / / / / -71% /\f /j 13.CONTRACTOR TO ASSURE POSITIVE DRAINAGE
AWAY FROM THE BUILDING.
14.ALL STORM STRUCTURES SHALL MEET COB
SECTION 02720 STANDARDS.
15.SIDEWALK IN FRONT OF BUILDING TO BE 6"
COO Ngpl A A _ i /
NORM�OCX�Vc�pR"s > A \
/ GRAPHIC SCALE
0111- MPR�JERS / \ /j 15 o 7.5 15
M\XE&ZHE ZZCN\NGl 9�e l e ES - / / / j N eEar
V 00vj ) __ / ( )
ECGE� I F ZptH�- // / / 11"X77": ..15 oft
VERIFY SCALE REVISIONS DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAYBE
NO. DESCRIPTION DATE By MCCHESNEY LIVE/WORK 1086.009
REDUCED LINE BELOW CHK'D.BY:CMW
MEASURES ONE INCH ON 1 UPDATED PER DRC COMMENTS 06-19-17 JRM MCCHESNEY INDUSTRIAL PARK-LOT 16 SHEET NUMBER
ORIGINAL INCH
rl S I S Engineering APPR.Br BOZEMAN MT
�I I Consutting 204 N.11th Ave.
1 1 Bozeman,MT 59715 DATE:03/06/17 DRAWING NUMBER
/� Design Phone:(406)581-3319
MODIFY SCALE ACCORDINGLY NGINEER[NG, INC Planning Q.A.REVIEW GRADING AND DRAINAGE '3
BY: C_
H:\1086\009\ACAD\SHEETS\SHEET-C3-GRADING.dwg Plotted by christopher wasia on 6/19/2017 4:32 PM 7Ce Be innin o a New Standard a Commitment COPYRIGHT®GENESIS ENGINEERING,INC.2017 DATE:
INLET CASTING
NEENAH R-3067-L,
R NEAREST EJIW 7030,OR
stop Arvo Box wal DEFTER 2047L,OR Rw EVA M aR00L CURB STOP D&L 1-3517 5.4"(0.45')
TRANSITION CURB&GUTTER EL�67.50'TOMATCH INLET CASTING 24"(TYPICAL FOR ALL INLETS) 24"SLOTTE 4]OB.00E�aN OW COVEDR''�TH RINGf111I
2 TEE SET VERTCAL
IF ROOM ALLOWS
!. .0: PRECAST CONCRETE,
SEE DETAILS M-3000 OR C-3000 4. TOPSOIL° 3"R FLAO 12"PMaa'—
NP 5" PIPE
(WATER MAIN ar MIx.cove • ( ) �! 4"R /4, a 12"PVa PIPE
III VARIABLE(3'MIN) , f• J dPER yov
3-0" NO.4 BARS AT 12'CENTERS �% Exa lE AND MITERED
To MATOX SLOPE
MAX.,SPACED EQUALLY 12 yT ° ° d �rF
° ':pia IB� PIPEEINV 0.5%MIN—
/� ' 7.5" OUT=4705.82'
�9. \ a -a
- WISEE co eazfi NE slue LINE----] �. "'...� •�.... ,r. r
- - da
SEEVRE
GRAWNG m-6)O INETAIER MR RECE I - Er INVERT AT
APPucanory ffi PLUMBING PER oulRm) F� CTYP.J 0000000000000000000000000000000 - BO�oM OF POND
CRUSHED GRAVEL O O O O O O CD O O O O O O O O 0
BASE- 3' MIN. O O O O O O O O O O O O O O O
O O O O O O O O O O O 0 0 O O O
NOTE:METER SIZED SAME As INCOMING LINE-NO E%CEMON3, FRONT VIEW
SUB-BASE COURSE aa"TYP
4"MINIMUM,7"MAXIMUM OPENING AS REQUIRED
WALND ION/(ASREQUIRED)"ION ASMBLY r,MIIMAX SIDE VIEW
SERVICE UNEI IN ER OP ASSEMBLY
REVENnoN Cy 5 8"SMOOTH ROD \\\ \\\ \ \ \ \
I /
TO DOMESTIC CENTERED IN OPENING
�[�LY(As 0 ) (EXCEPT FOR EJIW 7030)
rourvoAwgoN �M aE sr DOME c COMPACTED SUBGRADE
` nX FlXTURES�
\ T�'EM 1"MAX OFFSET ALLOWED FOR
SHUTOW . POW ~ CASTING BACK PIECE ADJUSTMENT 3LOi d44'
DO SHUTOFF VARIABLE 2'-0"— �. NLET PIPE UTLET PIPE
7 Mav STRAIGHT STOP
5' tIB" 3/4'
FLOOR L��UAR"S
11 PER 1'SLOPEANGUE Si f3/4' " 'SLOPEIF-MELT RCSA E SIZE AS INCOME ORLIN-NoHT STOP ANDS METER MUST ER-BEND COURUNGBACKFLOW DEVICE (t t "h 2'SER.NCES OrvLY)
"DOWNSTREAM SHUT OFF VALVE MUST
BE SEPARATE FROM BACKFLOW DEVICE DETAIL B DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB
DETAIL A TYPICAL FLOOR PENETRATION(N.T.S.)
TYPICAL WALL PENETRATION(N.T.S.) / (CRAWL SPACE) CURB AND GUTTER TO BE WARPED
INSTALLATION REQUIREMENTS' 9. TO MATCH INLET. NOTES:
WATER SERVICE LINE NSTALLAn0N3 SHALL CONFORM TO THE REou REMENTS of THE Cm or BOZEMAN WATER SUPERNTENDANT. 1. Subgrade r base course compaction shall conform to section 02230 (M.P.W. Specs., 1996 ed.)
R a/a° t' ,/z'AND z sERVT Es SEE SrnNDARD DRA NG No oz Ee 2 DESIGNERS WILL PROVIDE ADDITIONAL
2 FORV4'EAND URGERLDOMESPC SERVICEERL NBE SERVICE LINES BETWEEN 2"nNDCa"ARE rvOT ALLOWED.W BLOCK OUT FOR .•`,_ * DESIGN DETAILS TO FIT SPECIFIC 2. Contraction joint, Shall be placed at 10 intervals and Shall hove a minimum depth of 3/4"
t/z AND 2'SERVCEs OUT ET PIPE CONDITIONS. and minimum width of 1/8".
4.SERVICETLINESP SHnLLBBE BEDDED}"UNDEROAND OVER THE PIPE WM SAND. NATIVE MATERIAL MAY BE USED AS BEDDING IF IT 12 RCP(Typ.)
CONFORMS TO THE REQUIREMENTS of MONTANA PUBUC WORxS STANDARD DRAWING 02221-2 AND DOES NOT CONTAN ANY MATERIAL 6„ 3. 1/2"expansion joint material Shall be placed at all P.C.s, P.T.s, curb returns and at not m o re
Ax aUE4t than 300' intervals. The expansion material shall extend through the full depth of the Curb TOP VIEW
and gutter.
TER oEPARTMENT. 4. No curb and gutter shall be placed without a final form inspection by the City Engineer or his
S o io A SMALLER SIZE MAN THE MATER SERVICE Srue.re representative.
10 METER BACKFLQW PROTECTION,AND INCOMING SERVICE LINE MUST ALL BE THE SAME SIZE SIDE VIEW 5. Concrete shall be Class M-4000. 6. Crushed gravel base shall meet the requirements of CITY OF BOZEMAN SCALE: TYPICAL CONCRETE FIG A-1
MAOF THIN+n of GARB p Section 02235 (MPW SPECS, 2003 ed.) For curb and gutter replacement projects, washed rock NONE OUTLET STRUCTURE FOR MAY 2001
WATER SERVICE LINE may be used for the gravel base. STANDARD DRAWING STORMWATER DETENTION PONDS
CITY OF BOZEMAN SCALE: NO 02660-15
FROM CURB STOP TO BUILDING CITY OF BOZEMAN SCALE: STANDARD SQUARE
STANDARD DRAWING NONE Dec. 2003 NO. 02720-1A CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE NO. 02528-1
(LINES 2" AND SMALLER) Rev. April 2006 STANDARD DRAWING NONE STORM DRAIN INLET Dec. 2203 STANDARD DRAWING IN CURB & GUTTER Revised
Rev MAR 2006 Mar. 2006
EENAH NO R-2533 WITH TYPE C BAGK of CURB
GRATE FOR INLETS,USE D&L A-1172
RING WITH C-1178 COVER FOR GREEN STEEL POST rLowuNE
MANHOLES OR APPROVED EQUALS AT END OF SERVICE sIPEwILX
EJIW 3772 FRAME
(&j ExPAxslax JOIxr AND COVER,STAMPED
PROPERTY y "STORM DRAIN"W/CITY LOGO
LINE OR
LINE
TOP 3LI WITH
HAVE 6"FLAT 3"MIN. LINE -
TOP LID WITH 24"ROUND ADJUSTMENT RINGS 5 1/(TYF BOULEVARD Ex ROP CURE HEAP
OPENING
F 24'ROUND
STREET SURFACE 5'SIDEWALK GROUND SURFACE OPENING
(TYP.)
1 '~ COMPACTED BACKFILL 2 5 xEL
36"R.C.P. , (TYP.) soup covER clxw (0 MIT CHASE 0 YY)D�uxE 36"R.C.P.
ASTM C-76 III" (SEE SPECS.) 11 J AIN C-76
CLASS 2 11.5' 8' CLASS 2
WALL B (TYP.) (TYPICAL EXCEPT IN SPECIAL
CIRCUMSTANCES WHERE CITY HAS i�r c+
APPROVED ALTERNATE LOCATIONS) PLAN VIEW — N.T.J. BLOCKOUT FO
INLET PIPE BLOCK UP FO
OUTLET PIPE
SOLID COVER
_ 2"X 2" -
BLOCK OUT FOR WOOD
INLET PIPE SERVICE LINE.SLOPE=1/4" MARKER FLOWUNE �EXPANSIOM JOINT
.x 45' ELBOW--\ PER FOOT MIN.,1/2'PER FOOT _ _�_
\\ MA%. /lL III III ,IIIrIIIIfII 7 1.5%—> 1%MIN—
SEWER MAIN
` �I �LI SPILL CURB&GUTTER
END CHASE
T} `\\\ SIDEWALX T
\\` IN LINE WYE FITTING FOR `PLUG CURB&CUTTER 7
NEW INSTALLATIONS.
9"SUMP SADDLE FITTINGS ALLOWED 9"SUMP
FOR EXISTING INSTALWTIONS
ONLY UPON APPROVAL OF INLET CHASE
CITY OF BOZEMAN SEWER
DEPARTMENT ° °°.•-
SECTION B — N.T.S. °
SERVICE INVERT NO 12°STE .PL ELATE -- -
6"BASE(MAY BE FIELD POURED) LOWER THAN SPRING 4 MIN
tw so 4"�6"POUR-IN-PLACE BASE
LINE OF SEWER MAIN
FOR WE FITTINGS. E%PANSbN JOINT 0,/9 14"O.D.
SECTION A — N.T.S. 4 MIN.
ESTANIL
BOZEMAN SCALE: SANITARY SEWER N0 02730-2 SCALE: CONCRETE STORM DRAINAGE 36" STANDARD
SCALE: 36" STANDARD DRAWING NONE SERVICE LINE DEC. 2003 PRIVATE LOT INLET CHASES N0. CEI02529-14 STORM DRAIN MANHOLE
NONE STORM DRAIN INLETSNONE
VERIFY SCALE REVISIONS DRAWN BY:JAH PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:JRM MCCHESNEY WORK/LIVE 1086.009
REDUCED.LINE BELOW
MEASURES ONE INCH ON
ORIGINAL DRAWING. Engineering APPR.BY:JRM BOZEMAN SITE PLAN SUBMITTAL MT SHEET NUMBER
Consulting 204 N.11th Ave.
Design Bozeman, )5 1-331 DATE:03/2017 DRAWING NUMBER
NGINEERING, INC^ Plennn Phone:(406)581-3319 REVIEW DETAILS G'_4
MODIFY SCALE ACCORDINGLY g
BY:
H:\1086\009\ACAD\SHEETS\SHEET-C4-DETAILS.dwg Plotted by Christopher wasia on 6/19/20174:32 PM 7lie Beinnin o aYew Standard0 Commitment COPYRIGHT®GENESIS ENGINEERING,INC.2017 DATE:
STEEL POST MARKER
PROPERN PAINTED BLUE
LINE 1/4"BELOW TOP OF
LINE BASEMENT
r///NT NEW PAVEMENT SURFACE
N
5 1/2'BOULEVARD
HEAVY DULY MONUMENT BOX,SIMILAR TO CARD ENG.NO,50608-1
STREEr SURFACE 4
5'SIDEWALK I GROUND SURFACE v 1 STREET PAVING&GRAVEL AS REQUIRED
TP.)
SEAL JOINT WITH RAM-NEK
lCIZTLTIUJ_T
1' 2.5'
CURB BOX J_ 8'X 3'ROUND CONCRETE SLAB
� SLP HUB TO
11.5' PROVIDE 5•STATIONARY aaTHREADED ADAPTOR
(TYP) ROD IN ALL CURB BOXES FROST
EXPANSION
6 1/2'MIN. SLEEVE THREADED PLUG
COVER
10'-12'UTILITY EASEMENT
SEE DETAIL B' NON FIUL
BELOW (TYPICAL EXCEPT IN SPECIAL CLEANOUT PIPE,8'PVC BACKFILL F G=TBC=10.33'
CIRCUMSTANCES WHERE CITY HAS
A iRAcioR APPROVED ALTERNATE LOCATION)
CURB
STOP ... � a5 .` FLAG=TBC=10.33'
3'-0'MIN. 1/8,-BFKD
WATER MAIN END OF__�
TRENCH
NO COUPLINGS OR OTHER JOINTS AIl,,LgWED ON SERVICE PIPE FROM BASE MATERIALI
CORP.STOP TO CURB STOP FOR 3/4 AND I"SERVICES.
STRAIGHT COPPER PIPE SHALL BE USED FOR 1 1 2"AND 2-SERVICES 3.5' 3.0' 3.5'
DETAIL OF A SELECT MATERIAL BACKFILL AREA 10.83'
PROPERLY CORPORATION STOP (SEE SPECIFICATIONS) 7.0%
INSTALLEDi, /�, /, 10.5T
CORPORATIONe-PVC 4.O'
STOP. �j/� ////j//j///�//////�///�/-/�/��%
STIP MAIN PRINGLINE.T //%/ ////j/% /j 1..DIA.MIN.
y// ,//j/ijj//j,////////////// i/ SERVICE PIPE 710.83�'- 7MAX
/ O END OF LINE CLEANOUT
IF REQUIRED USE PLUG 3°-7y 3101�6.2%
\\\\\\\\\\ 4 _\�\\ M\\\�\\\\ 6"MIN. ~
GENERAL NOTES:
6 I/2 FIT
NEASUREDRFRONLCEMER UrvEH STREEfMGRADE-EN SEI—ECUNES ARESWO i0RAM5 BEET SIDE WiIKRDRAS SArvF�RiLL SLOPEiH WATER SEWCELONES
1/2 F..GDUER Ai GDR''TDR 10.61'
WA ,N "I D W LN �NN WTN,N r EWC p DR WNG=GR A=sPFGRFD FF = 10.47' FF = 10.89' FF = 11.31'
CITY OF BOZEMAN SCALE: WATER SERVICE LINE NO. 02660-6 CITY OF BOZEMAN SCALE: SANITARY SEWER NO. 02730-4
STANDARD DRAWING NONE DEC 2003 STANDARD DRAWING NONE CLEANOUT DEC. 2003 RAMP DETAIL (SOUTHEAST BUILDING)
CITY OF BOZEMAN SIDEWALK AND DRIVEWAY SPECIFICATIONS
COMPACTS
1. Standard sidewalk location shall be one foot from property lines and within the public ONLY
right-of-way. Deviations from the standard location shall be within accordance with the City of
Bozeman's Sidewalk Policy. All sidewalks shall be five feet in width unless otherwise specified 2% SLOP )2° 2"SQUARE
by the City Engineer. Construction ofsidewalks,drive approaches,and curb and gutter shall be �� ABOVE ASPHALT STEEL POSTSIGN CAN BE
in accordance with Montana Public Works Standard Specifications and as specified herein. g.
MOUNTED ON WALL
2. All concrete sidewalks constructed across vehicular traffic lanes shall be a minimum of <` TOP ASPHALT OF BUILDING AT
six(6)inches in thickness. Driveway aprons shall also be a minimum of six(6)inches in 19n—35n 30"-36" SAME HEIGHT
thickness. All other sidewalks shall be a minimum of four(4)inches in thickness. 3" MIN BELOW ASPHALT
6.0'
3. All base course for driveway approaches and sidewalks shall be 11/"minus washed rock 3" MIN GRAVEL BASE
The base course shall be a minimum of three(3)inches thick under sidewalks and driveway
aprons and six(6)inches thick under curb and gutter sections. BOLT TO SIGN POST
4" THICK M-4000 CONCRETE CONCRETE FOUNDATION
PER CITY MPW
4. The grade of the sidewalk is to be established by a uniform slope of one-quarter(1/4)inch MOD DETAIL
per foot rise from the top of the adjacent full-height curb. The uniform slope specified shall a e a 09810-1
continue through the sidewalk section and to the curb to ensure drainage to the street. THICKENED EDGE SIDEWALK
5. The maximum driveway throat widths are as follows: residential access-24 feet; TYPICAL SECTION INVERTED "U" BIKE RACK DETAIL COMPACT CAR SIGN DETAIL
commercial access-35 feet;industrial access-40 feet. For shared approaches for
condominium,townhouse,or duplex units,the maximum driveway throat width is 40 feet. Any
existing full-height curb and gutter section shall be removed and replaced as one complete
section with the construction of a new driveway approach. Approved contractors may be
permitted to sawcut existing full-height curb to provide drop-curbs for approaches. A-Core Inc. PLANT MIX ASPHALT SURFACING z.o'
is an approved concrete cutting contractor. INTEGRAL CURB 3"MIN DEPTH @ 93%MD
6. Concrete(air-entrained)shall have a minimum compressive strength of 4000 psi on a 28- AND GUTTER CRUSHED GRAVEL BASE COURSE
day DEPTH @ 95%MDD o.5'
day test,using 6 sacks of cement per cubic yard of concrete with a maximum water content of 6
gallons per sack of cement. 5.0' - REQU RIED to'
' $100FINE *SIGN CAN BE
7. Construction joints one(1)inch in depth shall be placed every five(5)feet,and >.�� > S%� >%�� >%: 3.0' MOUNTED ON WALL
0 0 .o - ti �� � !'lT "lam 1.5'
expansion joints shall be placed every twenTy-5ve(25)feet insidewallcs. Expamionjoint % %IS'/% %ISM% %i>!% %IS!� �5!% .IS'% .iS�/% �S/r %IS�/% %IS/ OF BUILDING AT
material shall be one-half inch thick pre-formed bituminous treated fiberboard filler. o o -\ -\ - I = J 2"SQUARE SAME HEIGHT
Construction joints for curb and gutter shall be placed at ten(10)foot intervals and shall have a OR ROUND
V \ \ V \VA�V�VA V�\ _ STEEL POST
minimum depth of 3/4"and minimum width of 1/8". Half-inch expansion joint material shall be \\\\\/\\\��\ \\\ \ \/�\/S \ _
RSE
placed at all points of curvature and tangency,curb returns,and where new concrete abuts COMPACTED 12"MBN DEPTHUOR AS SPECIFIED BY MAINTAIN FULL
existing concrete. The expansion material shall extend through the full depth of the curb and ��� SUB-GRADE GEOTECHNICAL REPORT 95%MDD C PARKING STALL THICKNESS SIGN POST a.5'
MIRAFI @ FOUNDATION
gutter. 60OX PER CITY MPW
GEOTEXTILE MOD DETAIL
8. A representative from the City Engineer's Office must inspect all forms and base FABRIC 09810-1
course before concrete is poured in the public right-of-way. Phone 582-2280 to schedule
inspections a minimum of 4 hours to pouring. PARKING LOT TYPICAL SECTION
GARAGE DOOR ACCESS SIDEWALK HANDICAP PARKING SIGN DETAIL
VERIFY SCALE REVISIONS OAPPR.BY:JRM
WN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY 'D.BY:JRM MCCHESNEY WORKILIVE 1086.009
REDUCED.LINE BELOW1 UPDATED PER DRC COMMENTS 06-19-17 JRM SITE PLAN SUBMITTAL SHEET NUMBER
MEASURES ONE INCH ON
ORIGINAL DRAWING. E°g0een'g BOZEMAN MT
I �� NESTS Consulting204 N.1 1thNIT Ave.
/► Design Bozeman,MT 59715DATE:03/2017 DRAWING NUMBER
NGINEERING, IN^ Plenum Phone:(406)581-3319Q,A,REVIEWDETAILS C-5
MODIFY SCALE ACCORDINGLY 9BY:H:\1086\009\ACAD\SHEETS\SHEET-C4-DETAILS.dwg Plotted by christopherwasia on 6119/2017 4:33 PM 'I(e Beinnin o dYew Stmtdard0 omaitment COPYRIGHT®GENESIS ENGINEERING,INC.2017TE:
RAILING OR FENCE MEETING
SAFETY STANDARDS TO GO
ACROSS ENTIRE RETAINING WALL
AND TIE INTO EACH BUILDING
EXISTING
GROUND
° FINAL SIGN COLORS AND TEXT SUBJECT TO CHANGE BUT ORIGINAL INTENT TO REMAIN.
TENANT
-3-4PARKING
ONLY
FINiSyE
SCOPEODGROU LBE
ORS WILL
PgRkINGtor
CONCRETE WALL PER
T WED AWAY
STRUCTURAL ENGINEER EHICLE
aS EXPENSE
CONCRETE FOOTING PER
STRUCTURAL ENGINEER
RETAINING WALL CROSS SECTION TENANT PARKING SIGN DETAIL
STEEL POST WITH
ROTATING HINGES
180°MIN.ROTATION
3"PLATTE RIVER PANEL
PROFILE METAL SIDING TO
17'MIN' MATCH SECOND STORY
OF BUILDINGS,TYP
I
T MIN
6.2500 608.0
T YARD
UMPSTER/POSSIBL 12CARDBOARD 18.9O�
4"DIAM.BOLLARDS
CONCRETE FILLED ALL EXPOSED STEEL 8.0
STEEL POST,TYP TO BE PAINTED TO
MATCH BUILDING
FULL POND WATER LEVEL
4• '�
DUMPSTER ENCLOSURE DETAILS DETENTION POND CROSS SECTION A-A
VERIFY SCALE REVISIONS DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:JRM MCCHESNEY WORK/LIVE 1086.009
REDUCED.LINE BELOW 1 UPDATED PER DRC COMMENTS 06-19-17 JRM SITE PLAN SUBMITTAL SHEET NUMBER
MEASURES ONE INCH ON
ORIGINAL DRAWING. Engineering APPR.BY:JRM BOZEMAN MT
Consulting ze N.11th Ave.
/► Design Bozeman,MT 59715 DATE:03/2017 DRAWING NUMBER
NGINEERING, INC Plannm Phone:(406)581-3319 D.A.REVIEW DETAILS C_6
MODIFY SCALE ACCORDINGLY g
BY:
H:\l 086\009\ACAD\SHEETS\SHEET-C4-DETAILS.dwg Plotted by Christopher wasia on 6120/20177:28 AM 7�ie Be inttin o dYew Standard0 COmmitment COPYRIGHT®GENESIS ENGINEERING,INC.2017 DATE: