HomeMy WebLinkAbout102 C1.2 Design Plan \\ EXTEND ASPHALT PATH NORTHWEST TO THE INTERSECTION\,,
ero OF TSCHACHE LANE AND VAQUERO PKWY. CONNECT TO
EX. SIDEWALK AT TERMINUS OF TRAIL. SEE 4/C2.4 /
/ \ NE CONCT PROPOSED 4" SDR 26 PVC SEWER SERVICE
LINE TO EX. SANITARY SEWER MAIN. APPROX. INV. OF
8" SEWER MAIN AT CONNECTION - 4730.02'. VERIFY
\ q PRIOR TO CONSTRUCTION.
w \0.SAW-CUT AND REMOVE EXISTING ASPHALT AND CURB &
PROPOSED 4" SDR 26 PVC SEWER SERVICE ®2% GUTTER. TRENCH BACKFILL SHALL BE TYPE A. ASPHALT
MIN. GRADE. INSULATE ANYWHERE 5-FT BURY W PATCH THICKNESS SHALL BE EQUAL TO THAT OF THE
DEPTH CANNOT BE MAINTAINED. SEE 1/C2.2 ,EX. ROADWAY BUT NO LESS THAN 3"
TAP 1.25" SDR 11 HDPE FORCE LINE TO 4 SDR
26 PVC SERVICE LINE. INSTALL CLEANOUT.'-.� PROPERTY BOUNDARY SAW-CUT AND REMOVE EXISTING ASPHALT AND CURB &
GUTTER. TRENCH BACKFILL SHALL BE TYPE A. ASPHALT
INSTALL AIR RELEASE VALVE AT PROPOSED 10.0' WIDE ASPHALT PATCH THICKNESS SHALL BE EQUAL TO THAT OF THE
HIGH POINT. CONTRACTOR SHALL ` \� PATH. SEE 4 & 6/C2.1 \� EX. ROADWAY BUT NO LESS THAN 3"
VERIFY HIGH POINT LOCATION.
PROPOSED 10.0' WIDE
UTILITY EASEMENT TAP EX. 8" DI WATER MAIN. SEE NOTES 6 & 7
ON SHEET COA D DETAILS 2 & 3C2.3H ANAIL
\may ANTICIPATED LOCATION OF PROPOSED / I11
UNDERGROUND GAS AND ELECTRIC /
SERVICE LINES. COORDINATE FINAL PROPOSED 1" COPPER TYPE II
LOCATION OF SERVICE LINES WITH- K DOMESTIC WATER SERVICE
NORTHWESTERN ENERGY �v\
III
STREET VISION w.
TRIANGLE
PROPOSED 1.25" SDR 11 HDPE SEWER->\\ \CONNECT PROPOSED �Q \ EX. CONCRETE APPROACH IIII II
FORCE LINE. MAINTAIN 6.5 FT MIN. COVER. CLASS II TRAIL TO h ��
EX. TRAIL-
QU a
CURB�STOPSED 1 \ / \II II\w VA Tv
ERQ _
PROPOSED E/ONE DH071 GRINDER PUMP STATION. SEE 2/C2.2 PROPOSED 15.0'
/ / II �w�
PROPOSED 4" SCH 40 PVC SEWER SERVICE 0 2% MIN GRADE. RED. RAMP.-_ EX. 75.0' WIDE PUBLIC ACCESS &
PROPOSED 5.0' •.; � / / III UTILITY EASEMENTS w
WIDE SIDEWALK 1 �w-
PROPOSED CLEANOUT. SEE 4/C2.2 PROPOSED
VAN
ACC
PROPOSED 3-12" DUAL WALL
.Esx� PARKING SIGN. •K• I HDPE UTILITY CONDUITS
PROPOSED GAS METER SEE 3/C22 r••• 29.0' \I 1 �- \�
PROPOSED CTRIC METERPROPOSED
Op BUIILDING ". PROPOSED RETENTION POND.
fja 5.0' ".rr! SEE 1 & 2/C2.4
0 PROPOSED /••••• 9.0' R5.0' 10,T l ---
PROPOSED 1,000 GAL SAND OIL SEPARATOR. SEE 1/C2.5 RED. RAMP 4
SEE 3/C2.1 ; 1.8.0' 1 _
PROPOSED 7.0' 9 0' EX. 15.0' WIDE
PROPOSED CLEANOUT. SEE 4/C2.2 WIDE SIDEWALK PROPOSED 3-FT WIDE r. DRAINAGE EASEMENT
uv DROP CURB AND CO NC.
R5.0' PER DOC. #2312064 -.
PROPOSED 4" SCH 40 PVC SEWER SERVICE 0 2% MIN GRADE. ".�••; �i;' 1 APRON. SEE 3/C2.4 -x x
PROJECT SITE: PROPOSED 6.0' ?'..'••'..�,�• 1 11 oPQu
TRACT 3A-1 OF C.O.S. 2202B. LOCATED IN THE NE OF SECTION 3, TOWNSHIP 2S, CONC. APRON PROPOSED 1 1 \
RANGE 5E, P.M.M., CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA PROPOSED 6.0' WIDE p GATE 1 1qI
CLASS II TRAIL f�(°POS fD I II 1 W
ZONING DISTRICT:PIT SEE 5/C2.1 iP/y G q
R
BLOCK FRONTAGE: T STH LOPES
ORA GF II GREATER AREA ITTHAN 33% I I I
VAQUERO PARKWAY: OTHER
PROPOSED 10.0'- X"""///��� ))�((���/// PROPOSED 4' X
STRUCTURE SETBACKS: WIDE GATE CONC. SLAB. SEE L1 I EDGE OF WETLANDS F
ZONING SETBACKS: NONE 1L FOR BIKE RACK DETAIL. APPROX. SNOW
BLOCK FRONTAGE SETBACK: 10-FT STORAGE LOCATION I I
PROPOSED FENCING I
BUILDING SUMMARY: / 30.0' ZONE 1 1 I I I L x - I
TOTAL GROSS BLDG:1,281 SF WATERCOURSE SETBACK 1
I RESTROOM/MECH:: 133 SF
OFF \ \ 11 I -
ENTRY: 4 SFINTENANCE:998 SF \ \ - - WATEROCOURSOEN SETBACK-Ih- EX SPRING DITCH/ E F
- - j
. c
I i I I -
REQUIRED PARKING: 1 II I
WAREHOUSE/STORAGE: 1 SPACE PER 1,000 SF OF FLOOR AREA DEVOTED TO STORAGE OF GOODS 50.0' WATERCOURSE
+ 1 SPACE PER 350 SF OF FLOOR AREA DEVOTED TO ACCESSORY OFFICES SETBACK `I
STORAGE AREA = 998 SF I
OFFICE AREA = 96 SF 1 I -
REQUIRED PARKING: (998 SF / 1000 SF/SPACE) + (96 SF / 350 SF/SPACE) = 2 SPACES CONNECT PROPOSED CLASS
II TRAIL TO EX. TRAIL X \ I I I I
PARKING PROVIDED: \ \ I I I I I o
SURFACE PARKING: 2 STALLS (INCLUDING 1 ACCESSIBLE PARKING STALL) \y I I
REVISIONS 1/06/2023:
1. ASPHALT PATH LAYOUT REVISED TO MAINTAIN
10-FT WIDTH AT DRIVE APPROACHES.
REVISIONS 03/13/2023,
1. ADDED BIKE RACK SLAB. i
2. REMOVED ONE PARKING STALL.
NO. REVISIONS DRAWN BY DATE 0 20 40 60 pNTAIy�"� PROJECT #: 22-002 SHEET
1 AS OUTLINED IN NOTES ABOVE MCG 01/06/2023 ,r♦ •N,, REGIONAL PARK MAINTENANCE BUILDING 32 DISCOVERY DRIVE Civil Engineering DATE: 09/27/2022
2 AS OUTLINED IN NOTES ABOVE MCG 03 13 2023 Rdrvecart BOZEMAN,MT 5971a
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/ / DESIGN PLAN C1.2
SCALE (FEET) .p_R Ey I DESIGN PLAN PHONE(406)582-0221 Geotechnical Engineering ALL
'�o /}rE t Fac(406 searing. MAINTENANCE BUIILII�III�TTG
0q�2T oZZ` www.alliedeo meedn com Land Surveying EN6INEERINR
PROJECT ENGINEER: RSR DRAWN BY: MCG ` IkEE.{ 9 9
DESIGNED BY: RSR, MCG REVIEWED BY: RSR !ONA.E ����lYll�l�9 ����1�� yo
DESIGN PLAN