HomeMy WebLinkAboutC-1-Layout-061118 CONSTRUCTION NOTES:
ISLANDS1.ALL 8'WIDE
MINIMUM.2.PARKI PARKING SPACES E 9'MIN.WDH.
3.DRIVE AISLES ARE 24'MIN.WIDTH. A \-
4.SEE GEOTECHNICAL REPORT FOR PARKING LOT SECTION DEPTHS. \\ EXISTING BUILDING \ / MERC'\P / EXISTING BUILDING
5.CURB RADII ARE TO BE T UNLESS OTHERWISE NOTED. A \ // �Np Cps sE5
6.ALL INFRASTRUCTURE SHALL BE INSTALLED IN ACCORDANCE WITH THE
LATEST EDITION OF THE MONTANA PUBLIC WORKS. AV / / N`I 1 ''
7.THE CONTRACTOR SHALL CONTACT ONE CALL @ 1-800-424-5555 FOR ONSITE \ // \ C F I '-0 3P yONEO
UTILITY LOCATION.ALL UTILITIES LL BE MARKED PURPOSES ONLY.
DIGGING. A\ / M„QFC�L\N X0*`-UTILI ESSHOWNARE OR PLANNING
DEPARTMENT A MINIMUM OF 224TIFY HOURS PRIOR TO BEGINNING ANY WORK. \\ Vp8 THE CONTRACTOR SHALL THE BOZEMAN WATER&SEWER "C ZgU NE M-1 I II I I II \\ EXISTING PARKING LOT II \ 411 /// /
9 CONSTRUCTED SIDEWALKS SHALL MEET ALL SPECIFICATIONS AND \ / 7.0
II \ ) 1 \J /�� /
REQUIREMENTS OF THE CITY OF BOZEMAN SIDEWALK POLICY. CENTERLINE
10.MINIMUM OF 18"SEPARATION BETWEEN SERVICES INSTALLED IN SAME
TRENCH. HWATER MARK __ _____ __ __
11.SEE CITY OF BOZEMAN APPROVED FIRE LINE PLANS FOR FIRE LINE 7--_--____ _______ _ ___ EXISTING CONCRETE RETAINING WAL
12.SEWERS SERVICE LINES SHALL HAVE TRACER WIRES INSTALLED FROM THE � -EXISTING IRRIGATION DITCH=_
MAIN TO THE CLEANOUTS. -- �______ ___ - _ -__-__ - - _
13.FIRELINE TESTING'CONNECT TO EXISTING 4"FIRELINE WITH VALVE.NO -- ----/ - _ --__ �=�r^ - ,��, - __; RECREATE DITCH PE
^'^'�^^^^^^^^� _ \ \\` SECTION ON SHEET -4.
TESTING NECESSARY BETWEEN VALVE AND 8"MAIN. - ti \ \� �``' --,-V /
14.DO NOT ADD WATER TO 1.5"WATER MAIN PAST THE CURB STOP OR THE — — — — — — — - ETenc
FIRELINE BETWEEN THE VALVE AND THE SOUTH BUILDING.THE WATER I \ T N --� - —
\ l \ I J\ \ 35'WAT�Rf40URSE\ I I \\ \ \ \ \ �j\ v�
DEPARTMENT WANTS BOTH FUTURE SERVICES DRY. _ v ZONE 2 LINE V SETBACK \\ v I A 1. V AV `-N, v I I -
_— \ \ 0'UTILY\ SEMENT
r — -- 2 y I _ vN
35'WATERCOURSE
<
SETBACK
\ \ \ IN W STORA�E
--_ — EXISTING IO'
U1LFFY EASEMENT
ADA CERTIFICATION
THIS CIVIL SITE PLAN HAS BEEN DESIGNED TO MEET ADA \ \
STANDARDS. --__ \ / I I I INVERTEDI"U"BI
onrE PROPOSED 8,640 SF BUILDING 4NST UL7-X4K rucK vv
760 OSTERMAN DRIVE / >
PROPOSED GAS&\\
—POWER&COMM.
_\ INSTALL 6"I
L SIDEWAL
EINF.
FRONT F / I I "y IhI 18.0'
INSTALL T)e4' INSTALL HANDICAP INS ILL INVERTED
U"V 91 KERACVyGARAGE OORS SIDEWAL GN ON ♦1 1 I I \\ \\ \\\\ \/\/\ 1 Y//// /\\\
WALL/ I I A A V A A
I I I \ \ \
ASPHAL ♦ I I \\ \ \ /
/ I � / I I II ♦ I \ \I / / / �' ♦ 1
\ ( \ / � \ SIDEWALK RAMP\ I � / / ♦ \\\
\ INSTALL OUTLET I / / / / SIDE ALK P I \ l� PER�HEET C-3
\\\ SRE
EE SHETSTRUCTUC2 1 f \ I \ \ I 18.0 0' \ PER 3/\ET I II �I \ \\ I II / (�' ♦ 1 \
3 \ /
1E=2 I I \ \ \ 1 I ♦ I
>- O \ / / PAINT H.6. L /
LEGEND w ♦ OFUTU EH.C. N ACING
_ ¢ � � I I I / / AND AISL NO / I TALLS W/�GNS ON W ALL 1 1 I O l
HIGH WATER LINE EGCP'�p10 \ \ i I ' /2�a0RIVEAISyE // INSTALµ GN \RONT OF\PACE6
35'WATERCOURSE SETBACK MvG EPa M� MAg \v ° �I OONDuITIn IF ROPOSED FUTUR�BUI�DIN4
------ WATERCOURSE SETBACK-ZONE 2 Volo yON / w / 770 OSTERMAN\DRIVE I
e UNDERGROUND ELECTRIC - / zo.o I ♦1 a
ss SEWER PIPE \ SNOW STORAGE / IN ALL4°BEN ( I R / I ♦I I \ \I I I /
INSTALL 5'XA"
4"FIRE SERVICE LINE / SIDEWALK ----
/
\ POWER TRANSFO(2MER / o \ II 11 1 9.0' // ♦ I / / / / O)
WATER SERVICE LINE /^ \ / 20.0' ♦ \ k/
EXISTING CONTOURS V INTERVAL / \\\ CONNECT TO EXISTING SVC 3 NNE N D __
/ \\STUB,INSTALL CLE OUT F:45° — \SERVI�AS71NA4"FIRE \ \ ♦ _ /^ / / AT
�V��\ {/ ERVICE``,aOABANDON EX.1 q
co
/ BEND,E END 4"PV _ \ R=1. I �N9TALt� ♦ .INSTALL\1.5° / ---J '/
— — — — EASEMENT OR SETBACK AS LABELED / - _ - WITH dEANOUT� / %/ yp Rs�RVICE ////jam=__ r
�T_— 90° END&W.V. \ \ \
e UNDERGROUND GAS LINE vlsl�NT LE, 4W �� I §Tgqv v �- //// /�_ -�A1 loll
/ \1\'' SS \ \ 3S 3S \ \♦ I F�1TUR FIREILINE.
UNDERGROUND COMMUNICATION LINE v sTAL4"-45' 1//t( ( \vim A
_ 15'SETBACK 2g' 26'DRIVE AISLE \ I \ \
CENTERLINE IRRIGATION DITCH _ � - v 1 ND cLEANdur v\ a^IRRIGATIONv A IrJsrALmvElxreol ��A v\ /� 1>c \ 5'SIDEWALK /
EXISTING CITY INSTALL 4" \ \ \ BIK RACI
\ STD.APPROACH \ I I SEWER SERVICECONDUIT,TVP \ \ I I I
\ \ \ m POWER TRF�NSFOI�M I I \\ \\� /%/ ♦ /
OSTERMAN DRIVE EX 4"PVC SEWER STUB \\ 1 \ \ \T SHE CLOS RE \ \ \ \ _ / PHASE 2 BOUNDARY, /
I ` \ SEE ET \ \ \ \ ALL REMAINING WORK
(6UF R.O.W.) —/ Z ILITV SEM�NT —— —— TO BE COMPLETED
/ \ ♦ �� —\ I ♦ / /
—se EXISTING 8"PVC SEWER MAIN WITH PHASE 1.
3 \ r\ \ _\\ \ \ 3�DG SLTBACK\\ 1 I ♦
ss TAP EXISTING MAIN W/4 PVC svc ROPERTV B NDAR 6�7-—
5
°
EXISTING 8"DIP WATER MAIN I \ \ \ l
CONCRETE& PROPOSE AS&
ASPHALT CUT LIMITS � / � \\\� \CONDSIITSFOR GAS, �\ POWER OMM.
PWR&ELBC
TAP NEW COPPER — \
— — — — — � WATERER SERVICE / EXISTING HVDFAN`r——
—
EN'C,A-A'C/
ejEVOP q18 / /
g 6URGN9 M\No M,�� � 11 1 1 � l I .-__ i'n,
CHR\ VpT 1PZONgO GRAPHIC SCAL�
20 0 10 20
/ BURGARD BUILDING ( IN FEET)
1 i-h= 20 It.
11"X17":1"- Oft
VERIFY SCALE REVISIONS DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE By OSTERMAN COMMERCIAL CONDOS 1086.010
REDUCED LINEBELOw CHK'D.BY:
MEASURES ONE INCH ON 1 UPDATED PER DRC COMMENTS 06-11-18 JRM 760&770 OSTERMAN DRIVE SHEET NUMBER
ORIGINAL DRAWING, rl Engineering APPR.Br BOZEMAN MT
�I ISIS Consulting 204 N.11th Ave.
Bozeman,MT 59715 DATE:04/10/18 DRAWING NUMBER
Design Phone:(406)581-3319
MODIFY SCALE ACCORDINGLY NGINEER[NG, INCV Planning O.A.REVIEW LAYOUT&UTILITIES 1 �-'�
BY: v
HM086\010WCAD\SHEETS\MASTER SITEPLAN\C-i.dwg Plotted by Christopher wasia on 6/8/2018 7:17 AM 7Ce Be innin O a New Standard a COMMitMent COPYRIGHT®GENESIS ENGINEERING,INC.2018 DATE: