HomeMy WebLinkAboutC3.0 - Site PlanCO
ELECELECELECELECELECELECELECELECOSW
CO
NO PARKINGNO PARKING4''SS 4''SS
4''SS 4''SS4''SS4''SSCO
NO PARKINGNO PARKING1''W 1''W 1''W 1''W1''W1''WSTSTSTST
STSTSTSTGASST15''ST 15''STSTST
ST
ST
ST
ST
ST
OSWOSW W
EXISTING 12,000 SQ. FT.
COMMERCIAL BUILDING
LOT 3
98,759 SQ. FT.
2.2672 ACRES
EXISTING SIDEWALK
EXISTING
CONCRETE
TRUCK RAMP
RAWHIDE RIDGE ROAD (60' RIGHT-OF-WAY)SIMMENTAL WAY (60' RIGHT-OF-WAY)50' WIDE VACATED ROAD
EASEMENT PER RESOLUTION NO.
1996-22, DATED MAY 6, 1996,
ON FILM 162, PAGE 3546
11 EXISTING PARKING SPACES
W/ VERTICAL CURB TO REMAIN
7 EXISTING PARKING SPACES3 EXISTING
PARKING
SPACES
7 EXISTING PARKING SPACES
6 EXISTING
PARKING SPACESN1° 34' 30"E 222.50'S89° 05' 04"E 443.89'S1° 34' 30"W 222.50'N89° 05' 04"W 443.89'
9' (TYP.)
18' (TYP.)
7' SIDEWALK (TYP.)
BIKE PARKING (4 SPACES)
8'
8'
5 PARKING SPACES
(1 VAN ACCESSIBLE ADA)
PROPOSED GRAVEL
MATERIALS PAD
13'
(TYP.)
PROPOSED CONCRETE
TRUCK RAMP
5' CONCRETE
SIDEWALK (TYP.)
5' CONCRETE SIDEWALK (TYP.)
5' CONCRETE SIDEWALK
3' SIDE SETBACK
10' MIN. FRONT SETBACK
("OTHER - LANDSCAPED" BLOCK FRONTAGE)
10' MIN. FRONT SETBACK
("OTHER - LANDSCAPED" BLOCK FRONTAGE)
EXISTING ASPHALT
PARKING LOT TO REMAIN 26'
6' STAMPED ASPHALT
CROSSWALK
EXISTING ADA PARKING SPACE AND ADA RAMP TO REMAIN
PROPOSED ADA RAMP
PER DETAIL 4/C6.1
24' DRIVE
AISLE (TYP.)
INSTALL ADA SIGN PER COB STD DWG NO.
09810-1 AND CONSTRUCTION DETAIL 7/C6.0
PROPOSED 11,800 SQ. FT.
COMMERCIAL BUILDING
5.00'
135.00'
80.00'5' CONCRETE SIDEWALK (TYP.)16.20' BOULEVARDTO MATCH EXISTING18' (TYP.)
9' (TYP.)8 PROPOSED PARKING SPACES9 PROPOSED PARKINGSPACES INCLUDING 1 ADA9 PROPOSEDPARKING SPACES6 PROPOSED
PARKING SPACES R3' (TYP.)
R3'
R8'
R3' (TYP.)8' (TYP.)
INSTALL ADA SIGN PER COB STD DWG NO.
09810-1 AND CONSTRUCTION DETAIL 7/C6.0
PROPOSED STREET LIGHT
REFER TO APPROVED
INFRASTRUCTURE PLANS
8' (TYP.)
R3' (TYP.)
3' REAR SETBACK
EXISTING 30'
DRIVE AISLE
SAW CUT EXISTING ASPHALT (TYP.)
SAW CUT EXISTING
ASPHALT (TYP.)
42' ASPHALT TAPER
LOADING DOCK W/
OVERHEAD DOORS
JOG PROPOSED CURB AND GUTTER
AROUND EX. SEWER MANHOLE (TYP. OF 2)
23' EXISTING ROAD
SECTION (NO CURB)
3' CONCRETE
VALLEY GUTTER
10' CONCRETE DRIVEWAY TO
OVERHEAD DOOR (TYP. OF 4)
21' WIDE TRASH ENCLOSURE ON EX. ASPHALT SAWCUT EXISTING ASPHALT AND POOR VERTICAL CURB
FOR 4' LANDSCAPE ISLAND ADJACENT TO DUMPSTER
FULL HEIGHT
SPILL CURB
SPILL CURB (TYP.)
WIDEN ROAD AND INSTALL INTEGRAL CURB AND
GUTTER TO IMPROVE SOUTH HALF OF STREET
RIGHT OF WAY TO A 35' LOCAL STREET SECTION
PER APPROVED INFRASTRUCTURE PLANS (TYP.)
WIDEN ROAD AND INSTALL INTEGRAL CURB AND
GUTTER TO IMPROVE STREET TO A 33' LOCAL
STREET SECTION PER APPROVED
INFRASTRUCTURE PLANS (TYP.)
EXISTING 33' LOCAL
STREET SECTION
27.32'
SNOW
STORAGE
SNOW STORAGE
SNOW STORAGESNOW STORAGERETENTION POND
SNOW STORAGE
SNOW
STORAGE
INSTALL NEW VERTICAL
CURB PER DETAIL 10/C6.1
R3'
R10'
CONNECT TO EX. VERTICAL CURB W/ NEW VERTICAL CURB
TRANSITION FROM VERTICAL CURB
TO INTEGRAL CATCH CURB & GUTTER
REPLACE EXISTING ASPHALT DRIVE ACCESS WITH A 40'
WIDE CONCRETE NON-RESIDENTIAL DRIVE APPROACH
PER COB STD DWG NO. 02529-5A
REPLACE EXISTING ASPHALT DRIVE ACCESS WITH A 40'
WIDE CONCRETE NON-RESIDENTIAL DRIVE APPROACH
PER COB STD DWG NO. 02529-5A
9'
RETENTION POND
INTEGRAL CURB AND GUTTER (TYP.)
SPILL DROP
CURB (TYP.)
INSTALL NEW VERTICAL CURB PER DETAIL 10/C6.1
5' CONCRETE SIDEWALK
AT ENTRY (TYP. OF 2)
STEPS
20'
EXISTING ASPHALT
PARKING LOT TO REMAIN
C3.0
PROJECT NO:
DATE:
ENGINEER:
REVISIONS
DATENO.DESC.
SHEET OF 12
723-00
September 10, 2025
ELCVALLEY GLASS AND WINDOWSBOZEMAN, MONTANACIVIL SITE PLANTAOMNNA
RN GEO
S
EF
SI NA LROP EINECOTE
ETHAN L
No. 60593PE
ELICNES D09/10/2025
SITE PLAN4
20'0 40'
SCALE 1" = 20'N
8'
8'
18'
7' CONCRETE
SIDEWALK (TYP.)
SPILL CURB (TYP.)
SPILL DROP
CURB (TYP.)
JOG 5' CONCRETE SIDEWALK AROUND EXISTING UTILITY
PEDESTALS. MATCH EXISTING SIDEWALK TO THE SOUTH.
GRAVEL MATERIAL STORAGE PAD MAINTENANCE NOTES
1.GRAVEL PAD TO BE FINISHED WITH 3/4" SCREENED ROCK
2. GRAVEL PAD TO BE KEPT LOW TO GRADE OF SURROUNDING PROPERTY AND PARKING LOT CURB.
3.OWNER IS RESPONSIBLE FOR MAINTENANCE OF GRAVEL PAD. SEDIMENT TRACKED ON TO THE PROPOSED PARKING LOT
REQUIRES SWEEPING OF THE SITE. IT IS UNDERSTOOD THAT THE GRAVEL PAD MAY CAUSE INCREASED MAINTENANCE
COSTS FOR THE PROPOSED STORMWATER INFILTRATION SYSTEMS.