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/ I FUTURE BLDG SITEFL OF EX.
I 3 I
STREET
50' WIDE ENTRYWAY CORRIDOR DITCH
STORMWAILK RETENTION SETBACK AND PUBLIC 3 - r
\ AND INFILTRATION BASIN. END OF ROAD ACCESS EASEMENT 8 °�
SEE CIVIL GRADING AND NAGE (TYP) T z
/ \ DRAINAGE PLAN. / PROPOSED TRASH ENCLOSURE 12" D.
(
WITH CONCRETE SLAB. SEE 3 I. scnir.E o
ARCHITECTURAL FOR DETAIL WATER MAIN O
FUTURE 8" PVC SAN SWR PROPOSED EDGE 0 IW 2W 10'
MAIN EXTENSION. NOT IN -- ---- - - I 1 - OF PAVEMENT - - - -
L1 J THIS� I PROJECT I I I 10' PUBLIC UTILITY~ I 3 1" 20'
I EASEMENT
SNOW I n I I F+\\ STORAGE I I I I� PROPOSED ,w
AREA/ GAS SERVICE( 3 IF1( z
PROPOSED TEMPORARY p
1 PROPOSED
2 I I e BLOW OFF -- -�-- TRANSFORMER AND �'QQ-y
FUTURE PARKING ELECTRICAL SERVICE 8
I TQ o
�\ \ EXPANSION I I
/ I I I „J' EXT'G 10' WIDE
__\ �� G G G ASPHALT TRAIL Q
"NO PARKING FIRE LANE" UP ..I
/ ,/ •' DROP �' c 8 �. (VO O
\ CURB PROPOSED CURB PROPOSED 1 1 z
& GUTTER (TYP) SIDEWALKON(TYP) k 3 In
ID
EX. LIGHT pNTgN
o'a E POLE WITH �. q
40 MPH SIGN CHRIS G.
e / ws FIRE LANE NOTE: a oEs"
PROPOSED 4" 1 w v+l 1 rvo.ioers ae
PROPOSED 5' WIDE - STRIPING (TYP) I`-, HOT TAP AND INSTALL D.I. FIRE PAINT CURB RED WITH 2 COATS AND STENCILED WITH "FIRE
`z\ CONCRETE SIDEWALK { z z F { I PROPOSED AND COPPER WATER SERVICE.
J� INSTALL TRACER WIRE ON BOTH. LANE NO PARKING" AT EACH LOCATION SHOWN. THOROUGHLY A
TOWNPUMP6 6.5' MIN COVER CLEAN CURB PRIOR TO PAINTING. INSTALL A "NO PARKING
o LOUNGE 1 130' wDEI WTR FIRE LANE" SIGN AND POST AS SHOWN ON SITE PLAN.
°� EAS MENT DRAWN BY: CGB
/ \/ TADAACTILE
RAMP WITH
TACTILE SURFACE. REVIEWED BY: BILE
PROPOSED 8" D.I. SEE CIVIL DETAILS -
PROJECT ENGINEER:CGB
� WATER MAIN ADA PARKING STALL O I a I
EXTENSION PROPOSED 4" AND SIGNAGE. SEE o PROPOSED BIKE RACK. DESIGNED BY:CGB
STRIPING (TYP) CIVIL DETAILS ARCHITECTURAL 1 EX. CONC.
FOR
J —I MEDIAN
PROPOSED 30 WIDE PROPOSED 4" I I I
UTIL EASEMENT SAN SWR
SERVICE. ea
- c S=2% MIN.
{ z 4 F p . j
15' FRONTYARD
x
rc
- a` { PROPOSED 4" THICK
- - - - - - - - - - - -- - " - CONCRETE SIDEWALK
--SETBACK- F. F "* EX TELEPHONE
` a
o z z ° a I -J & FIBEROPTIC BOX
- - -- -----= -- ---�
H
G G �� �� � I 10' PUE `a i� �� a PROPOSED 26' WIDE �a v 7g,19' IT,
P UP UP �® UP / UP —UP UP UP —UP UP UP UP UP UP 9� UP -CONCRETE DRIVEWAY UP Nj7eg6'17'E 3 W
•APPROACH PER
S89°56'29'E 433.57' C.O.B. STD 02529-12 EXT'G CURB &
EXT'G GUTTER (y
SIDEWALK I• 8 (7�
W w w W W ,N W W W W W W W W Aye W u" W W-PROPOSED OUTDOOR PATIO
VISION CLEARANCE �i dll II I� W VISION CLEARANCE AREA. SEE LANDSCAPE - -�• � U-I
TRIANAGLE (TYP) YII II 8 D.I. 8" D.I. TRIANAGLE (TYP) DESIGN FOR DETAIL `I°
WATER MAIN
It
S S 6\ S � S S S a S S—WATER MAIN_S S S�s S > BENCHMARK
III II I1 i i FH ARROW BOLT a�a BENCHMARK i
PH ARROW BOLT III SAWCUT & REMOVE EXT'G 8" SDR35 PVC KIlIZBERWICKE 4705.66 3 •-I, "° = C
IIIIII CURB AND SIDEWALK AND SAN SWR MAIN b
-�-l8 i SSMH RIM 4703.74
CONSTRUCT CONCRETE 3 Q °{
701.79 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 N
��
• ° a � -AND HOT TAP EXT'G SAN ! 8 ,_
rl
S 89.56'29 E 408.69' 4
SWR MAIN D INSTALL- - - - - - - �� - - - - - - - - - - - - - - - - - - -SWR SERVICE.
c I
------------- I- ----- ---- - ------------------------------
---"- --------PER C.O.B. STDS.
4" SAN SWR _ e
S=2.9% <
INV IN 669.6.72 �\\\��T 81
III
A J l a I I I LEGEND
3" ASPHALT CONCRETE N
6" THICK, 1M" MINUS CRUSHED 4771 ( )MINOR CONTOUR 1 0 FOUND MONUMENT AS NOTED
0-4
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 EASEMENT LINE S SEWER MANHOLE ^ n
O
PORTLAND CEMENT CONCRETE. _ _ Z 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 HO
MIRAFI 60OX OR APPROVED EQUAL ®'-F- SEWER MAIN D4 WATER VALVE yb pq
COMPACTED SUBGRADE ` FIRE HYDRANT N
SEWER SERVICE
3" THICK, 1"-1/2" CRUSHED -" " ® CURB STOP C'
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 ra W
I
ENGINEERING AND COMPLY WITH ALL RECOMMENDATIONS. 2' FIRE SERVICE STREET SIGN z Q
2. SUBGRADE SHALL BE PREPARED AS REQUIRED IN THE GEOTECHNICAL REPORT STORM MAIN a BOLLARD ® =O
12" THICK, 6"-MINUS UNCRUSHED LIGHT POLE - V
AND INSPECTED, TESTED AND APPROVED IN WRITING BY A GEOTECHNICAL _ _ _ _ SUB-BASE COURSE IN ACCORDANCE -OP-OP OVERHEAD POWER C�
ENGINEER PRIOR TO PLACEMENT OF BASE COURSE MATERIAL W/Mpyy 2Y34 POWER POLE �I Lra
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 goTELEPHONE PEDESTAL
5. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 97%OF �DETAII. ® GAS METER a SHEET
CURB & GUTTER
MARSHALL BULK DENSITY. C7A1 REINFORCED CONCRETE SLAB EDGE OF PAVEMENT D4 GAS VALVE C1
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 PERC 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
UNDERGROUND ELECTRIC a DATE:XX/XX/XX