20191230 staking notes markupI
3'CIS CE
ff
3' 1
■, LIGHTS ARE 5.75' FROM CE
LO
LO
10649 J
S 24.70
i AT LT
10650
POC L-0 O RP
10591
!FS 10652
24.80
S AT LT
[3-(o i FS 10651�
24.80
LO
0657
' OS CE POC L-0
FS
10655 :y CE FS AT LT
SE
3' OS CE C L-0 'Z
10654 ` r (O
24.98 FS
3'<.S]A 4t LT
THE CONTRACTOR IS CAUTIONED TO OBSERVE THE FOLLOWING RULES IN USING THE GRADE STAKES REFERRED TO ON THIS SHEET FOR THE CONSTRUCTION OF CURBS, SEWERS, DRAINAGE STRUCTURES, ECT
1. THREE CONSECUTIVE POINTS THAT ARE SHOWN TO BE ON THE SAME RATE OF SLOPE MUST BE USED IN COMMON SO THAT ANY VARIATION FROM A STRAIGHT GRADE MAY BE DETECTED, AND IN CASE ANY
SUCH DISCREPANCY IS FOUND, IT SHALL BE REPORTED TO THE ENGINEER PRIOR TO CONSTRUCTION.
2. CONSTRUCTION OF ALL GRAVITY FLOW IMPROVEMENTS SHALL BEGIN AT THE DOWNSTREAM END.
3. WHERE PROPOSED IMPROVEMENTS JOIN AN EXISTING UNDERGROUND PIPELINE OR STRUCTURE, IT SHALL BE EXPOSED BY THE CONTRACTOR AND THE ELEVATION AND LOCATION VERIFIED BY THE ENGINEER
PRIOR TO CONSTRUCTION.
HIS OFFICE WILL NOT 8E RESPONSIBLE FOR ANY ERROR IN GRADE OF FINISHED WORK IF T)IF ARnvF Rill F'S ARF NnT FnT 1 nTNFn
WO: 226719-0000078.03 SHEET No.� y OF
NIV�5 CLIENT/CONTRACTOR: CITY OF LA QUINTA
PREPARED BY: DB DATE: 12-23-2019
42-029 COOK ST., SUITE 104 PALM DESERT, CA 92200 CHECKED BY: _ DATE:
700.341.3101 TEL 700.341.5000 FAX WWW.NV5.COM SCALE: 1 " = 20' CREW: 'EL✓ 1ve-
SILVERROCK PARK VENUE SITE 1----CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: ADA AT PARKING AND SIDEWALK AT ENTRY ROTARY
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION/VICINITY: AT VENUE SITE APRKING ENTRYWAY
P LAN: (MBI)
NORTH
OFFSET & DESC.: 3' OS CE (CONCRETE EDGE) UNLESS NOTED OTHERWISE
STAKED ELEVATIONS TO: FS (FINISH SURFACE) UNLESS NOTED OTHERWISE
REFERENCES & REMARKS: LO = LINE ONLY SE = STAKE ELEV.
PLAN NOTES STAKING CHANGES: STORED POINTS:
STAKING RECORD: DATE STAKED: J A NOTES BY: CHECKED BY:
t
6' OS C FS COR 3' 0 CE FS COR
SE SE 4 li b 0665 � if
.�
'62 r 0
24.49 FS
y FS 24
C COR
3' OS CE � AT PALM SEa2
S
Zy
0661 66
3'OSCEFSL-0 , FS
.g
6S 0 6 E COR
1 ass0 Li 6
FS
24.34
3' OS CE FS AT PALM
SE 24.49 FS
10659 -. 3' OS CE FS AT PALM
3' OS CE POS L-0 10668
3' OS CE POC L-0
LO
FS-% +
10558' I J 10669) 04f
4.32 LC J - 24.60' C Q — FS
GE FS PALM LO3' OS CE FS AT PALM
u sU "
-0 -
" 'I Q 10670
1 ? 3' .OS CE POC L
' O .
LO
r' o
1 4E
3' OS CE P❑ 0 ' '=.
3�FS'a6 : ,
10647
FS 24.fi0_ 25.19 Zy�7
T , T CE FS AT PALM E
*** ATTENTION *** NOTE TO CONTRACTOR
THE CONTRACTOR IS CAUTIONED TO OBSERVE THE FOLLOWING RULES IN USING THE GRADE STAKES REFERRED TO ON THIS SHEET FOR THE CONSTRUCTION OF CURBS, SEWERS, DRAINAGE STRUCTURES, ECT.
1. THREE CONSECUTIVE POINTS THAT ARE SHOWN TO BE ON THE SAME RATE OF SLOPE MUST BE USED IN COMMON SO THAT ANY VARIATION FROM A STRAIGHT GRADE MAY BE DETECTED, AND IN CASE ANY
SUCH DISCREPANCY IS FOUND, IT SHALL BE REPORTED TO THE ENGINEER PRIOR TO CONSTRUCTION.
2. CONSTRUCTION OF ALL GRAVITY FLOW IMPROVEMENTS SHALL BEGIN AT THE DOWNSTREAM END.
3. WHERE PROPOSED IMPROVEMENTS JOIN AN EXISTING UNDERGROUND PIPELINE OR STRUCTURE, IT SHALL BE EXPOSED BY THE CONTRACTOR AND THE ELEVATION AND LOCATION VERIFIED BY THE ENGINEER
PRIOR TO CONSTRUCTION.
THIS OFFICE WILL NOT BE RESPONSIBLE FOR ANY ERROR IN GRADE OF FINISHED WORK IF THE ABOVE RULES ARE NOT FOLLOWED.