HomeMy WebLinkAbout03 C1.0 - Site Plan - Lounge 08-11-2020 3
2011 KIMBER WICKE n �
6" THICK COLORED STREET I FL OF EX. a
C� AND SCORE
CONCRETE SIDEWALK 50' WIDE ENTRYWAY CORRIDOR 3 DITCH
STORMWATER RETENTION I I �, SETBACK AND PUBLIC
- AND INFILTRATION BASIN. END OF ROAD ACCESS EASEMENT
SEE CIVIL GRADING AND SIGNAGE (TYP) z
DRAINAGE PLAN. 1 PROPOSED TRASH ENCLOSURE 3 12"r D.I.
r��l PROPOSED EDGE WITH CONCRETE SLAB. SEE WATER MAIN O scm"E o
- OF PAVEMENT ARCHITECTURAL FOR DETAIL
FUTURE 8" PVC SAN SWR - II /� 0 IW 2W 40'
I I MAIN EXTENSION. NOT IN I
THIS PROJECT _ �O�PUBNC-UT+LIF* 3 8
-1--i--L- SMOKE HUT. SEE 1"�20'
III -- - -J - EASEMENT I
SNOW ARCHITECURAL FOR POSED
�\\ STORAGE I - - - - - - DETAIL - GAS SERVICE
\ AREAN�i PROPOSED TEMPORARY - - - - - - PROPOSED O
2 �NL I e BLOW-OFF -- - ---- - -- -- �• TRANSFORMER AND
T
FUTURE PARKING ELECTRICAL SERVICE
�\ EXPANSION �ADA TACTILE
- SURFACE J B. G EXT'G 10' WIDE
UP ! ASPHALT TRAIL ,yO ���'D'
NO PARKIN\AN ' OV
DROP
\ ,I
CURB PROPOSED CURB PROPOSED f
& GUTTER (TYP) CONRETE
SIDEWALK (TYP) . ® 3� EX. LIGHT NT
J POLE WITHo40 MPH SIGNe b FIRE LANE NOTE: R's/� EPROPOSE ws s\ PROPOSED 5' WIDE - STRIPING - PR HOT TAP AND INSTALL 4" D.I. FIRE AND PAINT CURB RED WITH 2 COATS AND STENCILED WITH "FIRE oers ae
5\ CONCRETE SIDEWALK { z L PROPOSED 2" COPPER WATER SERVICE. INSTALL LANE NO PARKING" AT EACH LOCATION SHOWN. THOROUGHLY S EAsEa
TOWNPUMP6 TRACER WIRE ON BOTH. 6.5' MIN COVER CLEAN CURB PRIOR TO PAINTING. INSTALL A "NO PARKING
\ \\ INSTALL "No PARKING" F n1 LOUNGE 9 1 30' WDE WTR FIRE LANE" SIGN AND POST AS SHOWN ON SITE PLAN.
\ / SINGAGE AND PAINT CURB RED
EA MENT DRAWN BY: CGB
INSTALL "NO PARKING" u F ADA RAMP WITH
WITH WHITE "FIRE LANE NO c
E TACTILE SURFACE. REVIEWED BY: BILE
SINGAGE AND PAINT CURB RED PROPOSED 8" D.I. PARKING" LETTERING (TYP) ADA PARKING STALL Tss SEE CIVIL DETAILS
AND SIGNAGE. SEE �1L. 1 I PROJECT ENGINEER:CGB
WITH WHITE "FIRE LANE NO L��
WATER MAIN CIVIL DETAILS
PARKING" LETTERING (TYP) EXTENSION p PROPOSED BIKE RACK. DESIGNED BY:CGB
1500 GALLON GREASE D SEE ARCHITECTURAL
\��\ E INTERCEPTOR p 4" SAN SWR EX. GONG.
FOR DETAIL
SERVICE MEDIAN
PROPOSED 30' WIDE
PROPOSED 4" CLEANOUTS
UTIL EASEMENT PROPOSED 4" SAN SWR
SERVICE.
RIP
ING (TYP) a III
S=2% MIN. o
- II
15' FRONTYARD SAWCUT & REMOVE EXT'G CURB
x �
rc
Y PROPOSED 4" THICK
a AND SIDEWALK AND CONSTRUCT 1 -
o_ SETBACK _ - - _ - - - -
w
EX. TELEPHONE
a - CONCRETE DRIVEWAY APPROACH- " � CONCRETE SIDEWALKa & FIBEROPTIC BOX
------------ -iLLP ,
--ems--- ------- PER C.O.B. STD 02529-12.-- --�--Y -- --a" --- -----J y-'�
y H
G G ����� 10' PILE a i� �� a �°v ,8.19 IT,
P UP UP �® UP —UP UP UP —UP —UP UP UP UP UP z UP 4 UP P UP UP U Nj7•A6'17,E 3 W
S89.56'29'E 433.57' I
� � H EXT'G CURB &
EXT'G GUTTER
® F
" SIDEWALK I.
W w w W W W W W W W W W W W �w W w W W-PROPOSED OUTDOOR PATIO "�Ay
VISION CLEARANCEII W VISION CLEARANCE AREA. SEE LANDSCAPE - -�•
TRIANAGLE (TYP) YII II 8 D.I. 8" D.I. TRIANAGLE (TYP) DESIGN FOR DETAIL `I°
WATER MAIN
S S 6\ S � S S S � S S S-WATER MAIN_S S S�s S > BENCHMARK
III II i i FH ARROW BOLT BENCHMARK i
FH ARROW BOLT III CUT & REMOVE EXT'G 8" SWR PVC KIlIZBERWICKE 4705.66 3 1,1"°
IIIIII CURB AND SIDEWALK AND SAN SWR MAIN b
-_-l8 � � i SSMH RIM 4703.74
CONSTRUCT CONCRETE 3 Q °{
01 79 DRIVEWAY APPROACH PER 8" INV OUT 4695.87 'I
IN 4693.22 ° 'C.O.B. STD 02529-13
OUT 4693.01 • i °
SAWCUT EXT'G ASPHALT
• ° a -AND ! °� I I ® N
HOT TAP EXT'G SAN
S 89.56'29 E 408.69' 4
• - - �� - - - - - - - - - - - - - - - - - - -SWR SERVICED (NSTALL REPAVE 4"
SWR MAIN
c I
------------- •<- ----- ------- ------------------------------
---"- --------PER C.O.B. STDS.
4" SAN SWR _ e
S=2.9% <
O INV IN 66I6.72 �\\\��T 8
J
LEGEND M
A a ! !
o
3" ASPHALT CONCRETE 4771 MINOR CONTOUR (1") 0 FOUND MONUMENT AS NOTED 0-4
6" THICK, 1M" MINUS CRUSHED (4
AGGREGATE BASE LEVELING COURSE —4775 MAJOR CONTOUR (5') A CONTROL POINT y^y�yy H
15" THICK, 3"-0 UNCRUSHED ------- PROPERTY LINE/ROW BENCHMARK
BASE COURSE 6" THICK, M-4,000 PSI REINFORCED S EASEMENT LINE SEWER MANHOLE ^ n
O
PORTLAND CEMENT CONCRETE. _ _ A
=111i III=III=III=III=III=III=11'=III- o SEWER CLEANOUT h eV
WOVEN GEOTEXTILE FABRIC #4 0 18" O.C. EACH WAY FENCE H-4
MIRAFI 60OX OR APPROVED EQUAL ®'-F- SEWER MAIN D4 WATER VALVE yb pq H,.I
COMPACTED SUBGRADE SEWER SERVICE v FIRE HYDRANT N
3" THICK, 1"-1/2" CRUSHED ® CURB STOP C'
NOTES' ROCK BASE COURSE IN WATER MAIN yty O
ACCORDANCE W/MPW 2235 -"�-"s WATER SERVICE OW WATER WELL I�1
1. CONTRACTOR TO REVIEW GEOTECHNICAL REPORT PREPARED BY ALLIED I•� W
I ---K- STREET SIGN
ENGINEERING AND COMPLY WITH ALL RECOMMENDATIONS. 2' FIRE SERVICE
2. SUBGRADE SHALL BE PREPARED AS REQUIRED IN THE GEOTECHNICAL REPORT STORM MAIN a BOLLARD ® �O
12" THICK, 6"-MINUS UNCRUSHED *L LIGHT POLE - V AND INSPECTED, TESTED AND APPROVED IN WRITING BY A GEOTECHNICAL _ _ _ _ SUB-BASE COURSE IN ACCORDANCE -OP-OP OVERHEAD POWER C�
W/Mpyy 2Y34 �, POWER POLE
ENGINEER PRIOR TO PLACEMENT OF BASE COURSE MATERIAL
__ � OVERHEAD TELEPHONE [�
3. IF UNSTABLE SUBGRADE IS ENCOUNTERED REFER TO GEOTECHNICAL REPORT '� -° -° - UNDERGROUND GAS GUY ANCHOR = a
FOR ALTERNATIVE PAVEMENT SECTION. %�/�/-,'%'%�/ %�/ WOVEN GEOTEXTILE FABRIC -2.-2L- UNDERGROUND PHONE OO ELECTRICAL PEDESTAL - 0!� 00
MIRAFI 60OX OR APPROVED EQUAL
4. PAVEMENT SECTIONS SHALL BE CONSTRUCTED PER MONTANA PUBLIC WORKS -` `- UNDERGROUND ELECTRIC ® ELECTRICAL METER i
STANDARD SPECIFICATIONS (MPWSS) AND GEOTECHNICAL REPORT. OMPACTED SUBGRADE - - ROAD CENTERLINE ® TELEPHONE PEDESTAL
5. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 97%OF �2�DETAII. ® GAS METER SHEET
CURB & GUTTER
MARSHALL BULK DENSITY. GlA REINFORCED CONCRETE SLAB EDGE OF PAVEMENT D4 GAS VALVE C1,0
6. SUB-BASE, BASE COURSE &SUBGRADE SHALL BE COMPACTED TO 95%PER ------ EDGE OF GRAVEL 0 TEST PIT
ASTM 1557
I DEZ+♦�� EDGE OF CONCRETE C BERG TEST TOWN PUMP 6I OUNCE
p o TYPICAL PAVEMENT SECTION- EDGE OF BUILDING TREE CONIFER (SIZE AS NOTED) SITE PLAN
COMMERCIAL PARKING LOT- STABLE SUBGRADE ` ` UNDERGROUND GAS t TREE DECIDUOUS (SIZE AS NOTED) i PROJECT:18-117
-oP-OP- UNDERGROUND ELECTRIC a DATE:08/11/20