HomeMy WebLinkAboutC1.2DesignPlan o /
3
LOT 1 // h
LOT SA EVERGREEN
BUSINESS
PARK /
EX. ELECTRICAL JUNCTION BOX /
III PROPOSED WATER SERVICE'S
w w w�x -w w It /
w ANTICIPATED LOCATION OF PROPOSED SANITARY STREET VISION
GILd{ERSON DRIVE - - y
_ PROPOSED UNDERGROUND POWER v�EVERGREEN DRIVE SEWER SERVICE TRIANGLE (TYP.)
_ _ _
s s 3 PROPOSED PROPOSED 15' PROPOSED FENCING
s s PROPOSED 1"
26.0'
s 40.0' RCP CULVERT III w 2% \
-,--s s BIKE RACK. s PROPOSED 3.2' III CURB STOP PROPOSED 15" RCP CULVERT
\\ s s
s-LANDSCAPE BUFFER. III s
s s �s 15.0' r
-PROPOSED RED. RAMP. .••' PROPOSED 5-FT N
_ ! WIDE SIDEWALK ,.r 1.,/"1 _26.0' Q \\
10.0' BLOCK FRONTAGE
/ I C 10.0' FROM
I }. - '-tl SETBACK 107.0' PARKING
40.0'3 M -10.0' / ,ASSUMED ROWC3-12' DUAL WALL HOPE NEW 10.0' UTILITY
••• - -------- 15:0' LOT FRONTAGE � EASEMENT
5.0' -- --- -- UTILITY CONDUITS
PROPOSED 5-FT I r- a Ju Ju J
--_ -_- _ _- JU _--JO - --0 _ JU JU _ _JU _ __
WIDE SIDEWALK. 1 PROPOSED (1) 1 8.0 9'0 18.0' _
CONC. STEP } 10
.. I
8.0'�{
PROPOSED 4" SE R 26 PVC SEWER PROPOSED ° PROPOSED
PROPOSED
20.0' FRONT LOT RED. RAMP. SNOW
SERVICE 02% MIN. GRADE. 9.0' LIGHT POLE PROPOSED /
I I ZONING SETBACK � --- STORAGE � / PROJECT SITE:
hn LOT 3A LIGHT POLE LOT 3A OF AMENDED McCHESNEY INDUSTRIAL PARK SUBDIVISION
III I I NEW 10.0'UTILITY VAN ACCESSIBLE / I / / LOCATED IN THE NORTHEAST ONE
OF SECTION 1, TOWNSHIP 2
CONNECT TO EX. 4" SEWER 1 90' 0.99 ACRES zs.Q' a �' ' 1 �/
EASEMENT PARKING SIGN. n, L5' LANDSCAPE / SOUTH, RANGE 5 EAST, PRINCIPAL MERIDIAN MONTANA, CITY OF BOZEMAN,
SERVICE. INV 4723.58. VERIFY
PRIOR TO CONSTRUCTION. PROPOSED 7-FT I y SCREENING �j GALLATIN COUNTY, MONTANA
III PROPOSED •'• 7.0' WIDE SIDEWALK 1 o
• p / � SITE SUMMARY:
•�'! w BUILDING '••� O ,�� I I I II SITE AREA (GROSS): 0.99 ACRES (43,262 SF)
LOT 13& 14 PROPOSED 500 GAL. SAND OIL SEPARATOR :.Y 9 9.0' 9.0' ` ,PROPOSED DUMPSTER' APPROX. AREA OF BUILDINGS: 8,621 SF (19.9%)
\l� II /III • 26.0' PROPOSED PED. RAMP. 10 18.0' `• / ENCLOSURE. APPROX. AREA OF PAVING: 12,880 SF (29.8%)
O PROPOSED CLEAN OUTS ;•�
PROPOSED ELECTRICAL a ♦• I I '• / / APPROX AREA OF SIDEWALKS:1,883 SF (4.3%)
TRANSFORMER & 7'X7' PAD O 1 PROPOSED ELECTRIC METER _ .. w / / LANDSCAPING (-REMAINING):19,878 SF (46%)
III I ..i. .... •. ••.
3 PROPOSED LIGHT POLE . �' ,5:0'• '•Y :.'t":. L.. •.r�7.0'•� 'y ":� . `� :i'. //
• 6•: / BUILDING SUMMARY:
APPROXIMATE LOCATION OF EXISTING " WATER SERVICE. , ANDI o ' 80' CONK. !' ' / �j PHASE 1 BUILDING:
LOCATION PRIOR TO CONSTRUCTION. SAW-CUT, REMOVE, AND WALK
3 'v'.I ., / PROPOSED 7-FT TOTAL GROSS BLDG: 5,180 SF
REPLACE EXISTING ASPHALT AND CURB & GUTTER. REMOVE .r 44.9'' PROPOSED GAS METER :, PROPOSED SIDEWALK CHASE. / WIDE SIDEWALK GARAGE: 1,352 SF
SERVICE LINE AND CAP AT THE EXISTING MAIN. ,16,11,1:��.I•• ,r°_' '
r SF
I e / CORRIDOR: BR K:
.,.16.0' D PROPOSED 2.25-FT s /�
I 'III . ••��;.� SIF
PROPOSED CLEAN OUT . • o RESTROOM/BREAK: AREA:
:
♦ •�t� ,t WIDE CONC. CHANNEL / PROPOSED BIKE RACK
NET/OFFICE FLOOR AREA: 2,785 SF
EXCAVATE TO NATIVE GRAVEL. FILL / / /r /"// PHASE 2 BUILDING:
TAP EXISTING WATER MAIN. - / TO POND BOTTOM WITH COBBLES. a ...11llll APPROX. TOTAL GROSS BLDG: 3,441 SF
/ PROPOSED k / PROPOSED RED. RAMP
I I I III I _ _=__ I APPROX. NET/OFFICE FLOOR AREA (85% GROSS): 2,925 SF
/ DETENTION
PROPOSED 1" COPPER TYPE K DOMESTIC SERVICE. 3.0' SIDE AND REAR I 3 / / OVERALL:
\ POND PROPOSED BUILDING / i w/ TOTAL GROSS BLDG: 8,621 SF
LOT ZONING SETBACK FUTURE PHASE FOOTPRINT NET OFFICE FLOOR AREA: 5,710 SF
( ) / VAN ACCESSIBLE PARKING SIGN.
3-12" DUAL �� ��� 3,440 SF AS SHOWN a /
WALL HDPE PROPOSED 8" SDR 35 PVC OR A-2000 PVC \I / /
UTILITY CONDUITS STORM DRAIN. MAINTAIN 1% MIN. GRADE., \PROPOSED / / / ZONING DISTRICT: M-2
III -- -SNOW * r // STRUCTURE SETBACKS:
APPROX. LOCATION OF �� STORAGE���� '8.53' OF 12" STORM DRAIN @ 0.50%21 / FRONT SETBACK: 20-FT
i 1" CURB STOP / START INV. = 4728.50 / 30.0' WIDE UTILITY &
I / PROPOSED IRRIGATION WELL SIDE AND REAR SETBACK: 3-FT
i \\\ INSTALL FETE / EX. OVERHEAD / DRAINAGE EASEMENT
\\ POWER TO BE BLOCK FRONTAGE SETBACK: 10-FT
PROPOSED 3-FT WIDE DROP ,�< ,• / / RELOCATED
I CURB AND CONC. APRON. �°?\ / BLOCK FRONTAGE:
NIKLES DRIVE (COB PUBLIC STREET - LOCAL CLASSIFICATION): OTHER
36" STORM OUTLET STRUCTURE/ EVERGREEN DRIVE PRIVATE STREET W PUBLIC ACCESS: OTHER
a 3 / 2.77' OF 12" STORM DRAIN 0 1.00%J r // ( / ) -
-dHo dHo Q-dHo d END INV. = 4728.97 RIM: :47273
dHo SUMP:4727.71 \ / REQUIRED PARKING:
�d INSTALL FETS INV IN:472&46 12" \\
dHo / / OFFICE PARKING: 1 SPACE PER 250 SQUARE FEET OF NET FLOOR AREA
-dHo�dHo� INV OUT:4729.00 12" \�� PHASE 1: -
- dHo�dHo / NET/OFFICE FLOOR AREA = 2,785 SF
�dHo�dHo� o \o QUIRED BICYCLERED : 2,785 PAR PARKING:
= 11 SPACES REQUIRED
RE
dHo
dHo / PHASE 2:
LOT 15 / / ASSUMED NET/OFFICE FLOOR AREA a 2,925 SF
/ REQUIRED PARKING: 2,925 SF/250 SF/SPACE = 11 SPACES REQUIRED
LOT 2A REQUIRED BICYCLE PARKING: 10% = 2 STALLS
/ TOTAL:
NET/OFFICE FLOOR AREA = 5,710 SF
/ b REQUIRED PARKING = 22 SPACES REQUIRED
/ REQUIRED BICYCLE PARKING = 4 STALLS
REVISIONS: /
1. PHASE 1 WATER SERVICE SHIFTED FURTHER WEST. // PARKING PROVIDED:
2. CURB STOPS NOW SHOWN AT STANDARD LOCATION OF 8-FT PAST PROPERTY LINE. / TOTAL:
3. ADDITIONAL PEDESTRIAN RAMP SHOWN AT TERMINUS OF THE PROPOSED NIKLES DRIVE SIDEWALK. / SURFACE PARKING: 26 STALLS (INCLUDING 2 ACCESSIBLE PARKING STALLS)
4. PROPOSED IRRIGATION WELL NOW SHOWN NORTH OF THE PROPOSED STORM POND. / BICYCLE PARKING: 10 STALLS
5. PROPOSED FENCING NOW SHOWN ALONG EAST EDGE OF PARKING LOT. // ALL SURFACE PARKING TO BE CONSTRUCTED DURING PHASE 1 IMPROVEMENTS.2
6. ADDED DIMENSION LABELS: /
6.1. LENGTH OF PROPOSED DRIVEWAY TO GARAGE /
6.2. LENGTH OF PARKING LOT ALONG THE EVERGREEN FRONTAGE /
6.3. WIDTH/DEPTH OF LANDSCAPE BUFFER LOCATED ON SITE / 3i
NO. REVISIONS DRAWN BY DATE 0 20 40 60 PROJECT #: 21-076 SHEET
1 AS OUTLINED IN NOTES ABOVE MCG 5/09/20H STI L,LWA7[°ER HOSPICE 32 DISCOVERY DRIVE DATE: �11/23/2021
BOZEMAN,MT 59718 Civil Engineering }�
DESIGN PLAN g g DESIGN PLAN �Y.�
SCALE (FEET) PHONE(408)582-0221 GeotechnicalEn ineerin ALL
FAX(406)582-5770 Land Surveying EN6INEERINR
PROJECT ENGINEER: RSR DRAWN BY: MCG ���Ta �1yT ,rp�T.���T 7a w alliedengineering.mm sExxnc�,urc. y STIILLWATER HOSPICE
DESIGNED BY: RSR, MCG REVIEWED BY: RSR ..LL.. AN, ``�OJ�11a�1 ll�A ° „5ep„1e�"�o DESIGN PLAN