HomeMy WebLinkAbout004 - C1.2 - LEGEND, NOTES AND ABBREVIATIONS LINETYPES ABBREVIATIONS
� �
EXISTING PROPOSED AC = FINISHED GRADE AT ASPHALT PC = POINT OF CURVATURE ' }
SANITARY SEWER ss �s BC = FINISHED GRADE AT BUILDING CORNER PI = POINT OF INTERSECTION
STORM DRAIN � , s� Sp Sp BRK = GRADE BREAK POC = POINT ON CURVE "
WATER w w w yy yy yy BFV = BUTTERFLY VALVE PRC = POINT OF REVERSE CURVE
CURB AND GUTTER BVC = BEGIN VERTICAL CURVE PT = POINT OF TANGENCY
_ _ _ _ _ EDGE OF EX ASPHALT _ _ _ _ _ _ CS = CURB STOP PVI = POINT OF VERTICAL INTERSECTION `'__ J ' "
EDGE OF ASPHALT - — _
EDGE OF GRAVEL
_ _ _ _ _ _ _ EDGE oF Ex GRAVE� _ _ _ _ _ _ _ EA = FINISHED GRADE AT EDGE OF ASPHALT RED = REDUCER �
EC = FINISHED GRADE AT EDGE OF CONCRETE RT = RIGHT �
FENCE - BARBED WIRE x x x x =
EVC = END VERTICAL CURVE SD = STORM DRAIN
FENCE - CHAINLINK/ o 0 0
WOVEN WIRE EW = FINISHED GRADE AT EDGE OF WALK SDI = STORM DRAIN INLET
FENCE - VINYL v v v v
EX = APPROXIMATE EXISTING ELEVATION SDMH = STORM DRAIN MANHOLE
FENCE - WOOD n n
FL = FINISHED GRADE AT FLOWLINE SRVC = SERVICE r�������T�������i
FIBER OPTIC Fo Fo r u r u +����0 N'•"'���A,,,N�'���
FT = FEET SS = SANITARY SEWER �.`�'� '��,;9�
GAS PIPELINE -
FG = FINISHED GRADE SSMH = SANITARY SEWER MANHOLE : �ROBERT PAUL''�, =
��; EGEBERG 's,��
-�: 60177PE :W�
LIQUID PROPANE PIPELINE GR = EXISTING GRADE AT GROUND TC = FINISHED GRADE AT TOP BACK OF CURB `�F'��,,���EN5�0;=����`
.S ,,, „ G�
OIL PIPELINE o�� o�� GV = GATE VALVE TW = FINISHED GRADE AT TOP OF WALL ��~���;A;�N���+`
UNDERGROUND POWER ' P P P P P
HP = HIGH POINT WTR = WATER
OVERHEAD POWER oHP oHP LF = LINEAL FOOT (TYP.) = TYPICAL
TELEPHONE
LT = LEFT
z
TELEVISION/CABLE � g g
KEYNOTE CALL OUT } a a a
CONTOUR - - - - - - - - - - 3157 - - - - - - - - - - 3157
� (SEE KEYNOTE LEGEND) 0 v a a
� w � �
IRRIGATION CONDUIT � � �
= Q J J
Z N N � �
DEMO AREA � Q o 0
PROPOSED ASPHALT � � � � ' '
PROPOSED CONCRETE � � � � � � ' � � � .� � � � � ' � �
� � Q a
� U �
PROPOSED GRAVEL � o �
w �,
0
O N (,
�� m �
N
N �
GRADING PLAN o o Q
o �
01 CATCH CURB m � �
CATCH CURB �TOP OF CURB - 0.46' = LIP w � �
02 SPILL CURB TOP OF CURB - 0.51' = FLOWLINE � a v �,
� TRANSITION FROM CATCH TOP OF CURB - 0.62' = LIP �
TO SPILL CURB SPILL CURB �
TOP OF CURB - 0.57' = FLOWLINE
0 TAPER CURB HEAD 3'
Z
SYM BOLS Q
H
D EXISTING WATER REDUCER ❑W WATER METER Tg TELEPHONE BOX � TRANSFORMER � IRRIGATION VALVE �
1■■1
� PROPOSED WATER REDUCER � YARD HYDRANT � TELEPHONE MANHOLE � POWER MANHOLE � BUSH �
1■■1
S EXISTING SANITARY SEWER MANHOLE m TELEPHONE PEDESTAL EM POWER METER %�� CONIFEROUS TREE 0
� EXISTING WATER VALVE O
z
O
PROPOSED SANITARY SEWER MANHOLE �O COMMUNICATIONS MANHOLE � POWER POLE v,
N PROPOSED WATER VALVE �� DECIDUOUS TREE _ ,�
� COMMUNICATIONS PEDESTAL �GUYWIRE �
� EXISTING FIRE HYDRANT PROPOSED SANITARY SEWER CLEAN OUT SIGNAL POLE V� � m cn
F ��Xy � � Z
� F I B E R O P T I C P E D E S T A L � L I G H T P O L E W � c n O
� PROPOSED FIRE HYDRANT �D EXISTING STORM DRAIN MANHOLE O FOUND CORNER MONUMENT AS NOTED �1� w �
S G� GAS MANHOLE � SIGN V z o Q
�O° EXISTING CURB STOP � PROPOSED STORM DRAIN MANHOLE � GAS METER � SET CORNER MONUMENT, REBAR WITH CAP Q a � j
z m w
� PROPOSED CURB STOP ❑ EXISTING CATCH BASIN � GAS WELL �° BOLLARD � BENCHMARK �"� � O m
0 ❑ EXISTING MONUMENT BOX �
m
SECTION QUARTER CORNER w Q a
FDC FIRE DEPT. CONNECTION � PROPOSED CATCH BASIN pa GAS VALVE ■ PROPOSED MONUMENT BOX � aw � z z
W� WELL � PROPOSED ROOF DRAIN EJB ELECTRIC JUNCTION BOX IRR IRRIGATION BOX �Q SECTION CORNER � °C a a
W EXISTING WATER MANHOLE � 0 0 w
� Q Q P R O P O S E D S T O R M D R A I N C L E A N O U T � E L E C T R I C P E D E S T A L O
H
Q � w z O
NOTE: Q Q � � 0
Z
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE � � � N w
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE&TELEVISION) MAY NOT BE � � � O W
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. a ,_, m J
-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 7TH EDITION, APRIL, 2021, AND THE CITY OF
BOZEMAN STANDARD MODIFICATIONS, DATED OCTOBER,2024.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. �
t