HomeMy WebLinkAbout002 C1.0 0 site grading, drainage, and utility plan 062719 LEGEND h� 5� /' /G� j� // �pNTAty
FOUND 5/8"REBAR W/1 114 INCH PLASTIC CAP(MARKED"TDH")
PL PROPERTY LINE G /�" G+ / Matthew
—ADJOINING PROPERTY LINE ' } G+ / n o
Cotterma
————————EASEMENT LINE RESERVED
PARKING / /' 0 p / F,+ / /' F 15873ES J�
--------EXISTING CURB AND GUTTER MUTCD R7-8 6 / / G / 2 YIC N
STREET VISION TRIANGLE
ESEO c4
—rT—m— (72 x78) ® / ' O"QG(. ' c�NFER-`P�0
Ox UNDERGROUND COMMUNICATIONS LINE
OC COMMUNICATIONS BOX / /' +lb +5 // /' P �+ �+ G'O+ /
ELECTRIC POWER BOX �ggAOO FINEIBIE
—Ex——Ex—UNDERGROUND ELECTRIC POWER 4MTHOUT PERMI
2"x2"x1/8"SQUARE STEEL BE SAWCUTEXISTINGSTREET& +Ox UNDERGROUND GAS SET IN 18"OF CONCRETE(TYP.) CONNECT TO EXISTING SEWER MAIN / /� o @'+
pQ WATER VALVE WITSEE GENERAL SERVICE OTE LINE
FIRE HYDRANT 72"FROM BOTTOM
,;"W WATER MAIN OF SIGN TO GROUND / / h �+ 5 / 0 10 20 ••
y'W 4'FIRE SERVICE LINE OHA LE:NTS PARKING SIGN lb
SCALE:NTS tom+ /
1"W WATER SERVICE LINE / C. /!�'� tom+ ,. 4 / SCALE IN FEET
12"S$ SANITARY SEWER MAIN
A""$$ SANITARY SEWER SERVICE
SS SANITARY SEWER MANHOLE ,
—� TRAFFIC SIGN
x 70.30 EXISTING SPOT ELEVATION
(/0.00) PROPOSED SPOT ELEVATION 0
DRAINAGE DIRECTION yDj (i�,c y1 / /f(+
0 PROPOSED CONCRETE
Y
�n %�E /� / EXISTING p .' + / "s NdE RVIC o. PRIVATE Z
EXISTING ASPHALT COMPACTED. ¢ / �0 .9 / SIDEWALj 4 O �.. // \'' '< w
o" PROPOSED SEWER CLEANOUT31
+ / �} G ^ COMMON I--I
ALP cuResroP / `� / / o �� ,�o �,+ �\�. '/ 'ss .12 AREA#1-A Q (�
EXISTING LIGHT POLE
® ROOF DRAIN DOWNSPOUT / O
'i\ / // COG / '11\� \ P URLITIS
12"DIA.x18"DEEP HOLE / / + , ^ix
FILLED W ITH CONCRETE � /
#�r -. / y, V�i \Illr 'gill ` � lc w
z SIGN POST SETTING DETAIL 5 ��/+ -`• �` %
Q,
�B } SS ' /�+ �D Ate° ' q
EX.12' FUTILITY EASEMENT
SU .365 T O
SNOW
STORAGE
CONSTRUCTION MANAGEMENT PLAN 877 9 47 EXISTING c �c-
o v go,DEWALIC � �I
CONNECT TO EXISTING
-
�� 8"WATER STUB W/
r r / NEW V WATER SERVICE / j G / {f0 B ABANDONED IN PLACE) q �, g'o 1 w
,"WATER 18.36 1 �+ V 1 0 SERVICE _- 1
Bz y5Q W
/N\
' yP OPOSED PUILDING XISTIN
SNOW \ F = �� cuR &cuTTER g O QI QI
IN TALL SILT FENCE t" / / STORAGE ,{/ ELE 8.80
OR STRAW WATTLE / / "/ / ROP)BED
PERIMETER CONTROL / C / CURB STOP \ 3.54 q < ^
PAST
TEMPORARY
CONSTRUCTION
DUMPSTER
20 YD ROLLOFF
COVER) / o _ / / / \ EXISTING
CURBBGUTTER
s6/S
5' INSTALL H/C
LP - PARKING SIGNS
(SEE DETAILS 1&2) /
EXISTING STORM y, nrs000sena pinHc /
DRAIN INLET
EXISTING PAVED SHARED �)
/ / B � 82 LV "5.34) •�P A5 PARKING BACCE55
O 1U�
DROIPTIURB ,.xy4F'
C `
�\ 1
STOOGE O ✓i5
' PAVED SHARED �2' \ QQ-O O I'QJI II—�II
PARKING&ACCESS W4
INSTAL LANDING PA \ ( 8,62)), 1 MTi V.J
W
TRUNCATED DOME& /e2 \ / F�1
2 RAMPS Q 12:1 MAX SLOPE s \ \ /8 5MISTING
W/ CURB&GUTTER
w\ 9.27 < CURB&GUTTER z
r( �Q� � �
/T 48 I P O�Cf l w
SCALE:1'=30' _ ' \ �✓\� S//�� EXI IN a•5
CURB GUTTER
\ a U
\\\ yt
\\ \\ EXISTING STORM '
DRAIN INLET 67
GENERALNOTES: LOT 7A
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS,MPWSS 6TH EDITION,APRIL 201 D AND CITY OF BOZEMAN \ \\
MODIFICATIONS TO MPWSS,MARCH 2O11,ADDENDUM NO.1&ADDENDUM NO.2.
2. THE CONTRACTOR SHALL VERIFY THE LOCATION OFALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. \ \\ 10
3. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. 9.
4. TRENCH BACKFI LL SHALL BE TYPE A,FOR ALL AREAS TO BE PAVED. KEY. DATE
5. THE INSTALLATION OF THE SANITARY SEWER SERVICE LINE FROM THE EXISTING SERVICE STUB TO THE BUILDING IS THE
RESPONSIBILITY OF THE DEVELOPER.
6. THE INSTALLATION OF THE WATER SERVICE LINES FROM THE EXISTING SERVICE STUBS TO THE BUILDING IS THE RESPONSIBILITY OF \ / 2 6%27/t9
THE DEVELOPER. \ /
7. AN APPROVED DOUBLE CHECK BACKFLOW PREVENTION DEVICE MUST BE INSTALLED FOR EACH NEW BUILDING SHOWN,PER CITY OF \ EM0 EXISTING CURSM/ALKS /
BOZEMAN REQUIRMENTS. \ &INSTALLADACOMPLIANT
8. CONTRACTOR TO FIELD VERIFY LINE AND GRADE OF EXISTING SEWERAT SERVICE CONNECTION POINT TO VERIFYADEQUATE FALL FOR \
SEWER SERVICE_ \ \ /, `DR \ DRAWING DATE:
9. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS OSHAANDALLAPPLICABLE SAFETY \\ / •_°••\ 6 2 S
REQUIREMENTS.
10. GROUND MOUNTED MECHANICAL EQUIPMENT,INCLUDING,BUT NO LIMITED TO UTILITIES,AIR EXCHANGE CONDITIONING UNITS,
TRANSFORMERSAND METERS SHALL NOT ENCROACH INTO THE REQUIRED YARD SETBACKS AND SHALL BE PROPERLY SCREENED WITH \ \\ SHEET
AN OPAQUE SOLID WALLANDADEQUATE LANDSCAPE FEATURES.ALL ROOFTOP MECHANICAL EQUIPMENT SHALL BE INCORPORATED \ ,
INTO THE ROOF FORM OR SCREENED IN AN APPROVED ENCLOSURE. /
11. PROPOSED DRY UTILITY(ELEC,GAS 8 COMMUNICATIONS)LOCATIONS SHOWN ARE PRELIMINARY.CONTRACTOR TO COORDINATE FINAL / cl .O
LOCATIONS WITH UTILITY LEC,G PROVIDERS.
12. DRY UTILITIES AND ASSOCIATED STRUCTURES SHALL BE LOCATED A MINIMUM OF 10-FEET FROM PROPOSED WATER AND SEWER MAINS / 9.31 /
AND SERVICES.
13. THE CONTRACTOR SHALL OBTAIN A STREET CUT PERMIT FROM THE CITY OF BOZEMAN PRIOR TO CUTTING OR EXCAVATING WITHIN CITY
STREETS. / /