20200917 Staking Notes 54in SDN V 5 SURVEY WORK REQUEST
/ DAILY
REPORT FORM
Project Name: 91.U� R�
Job Number: f?Z(�7 (ICf-onco6,0.3
Date:
Client: Ci U
Weather: sm'piy
d� L,� G�t1yn1�►A _
^
Work ordered by:
Work [order received by:
Client has ordered staking per: Approved Plans
of
of Nolte at
Unapproved Plans
at on
on
Survey Manager
Code Rate
S
Ho"rs
Total
Notes
Senior Surveyor
S7
v
_
Associate Surveyor
S8
Assistant Surveyor
59
4 _
Junior Surveyor
Si
YS2*
Senior Party Chief
Associate Party Chief f
S2*
Assistant Party Chief
S2*
Associate Field Surveyor
S2*
Assistant Field Surveyor
S2*
junior Field Surveyor
S2*
tDefault Labor Code
Detailed Work ReqUE35t
Request Completion
Date
S7Akrz 0l5
tv,Lf1LSZ A s -ar
s-r
—
ReportDetailod Work
It is agreed that the company making the above request is liable for the charges of said request as skated above, if Client has ordered staking per
unapproved plans, Client accepts all risk for any additional re -staking costs,
Contract: T&M: Signed:
--- - [7RTE�-
_ ,- Ai�THOFt1ZEbEEPRLENT;L
Total T&M Charge: $ Signed: _ _ 17-U
AUTHOwEDFOLrE AlPRE NTA'CIVE DATE
WHITE: OFFICE COPY YELLOW: FIELD COPY PINK: CLIENT COPY
WO: 226719-0000078.03 SHEET No. OF
CLIENT/CONTRACTOR: CITY OF LA QUINTA
IV,I{
PREPARED BY: DB DATE: 9-25-2020
42-820 COOK ST., SUITE 104 PALM DESERT, CA 02260 CHECKED BY: DATE:
700.841.3101 TEL 700.341.5909 FAX WWW.NV6.COM SCALE: 1" = 20' APPROX. CREW: ESL./ ICI,'
SILVERROCK PARK VENUE SITE 7CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: STORM DRAINPIPE AND STRUCTURES - 54" RCP
B.M. DESC. & ELEV.
HORIZONTAL CONTROL:
LOCATION/VICINITY: EAST SIDE OF VENUE SITE
PLAN: CIVIL SHEET 9
NORTH
OFFSET & DESC.: 25' OS (CENTER OF PIPE) UNLESS NOTED OTHERWISE
STAKED ELEVATIONS TO: INV (INVERT) UNLESS NOTED OTHERWISE
REFERENCES & REMARKS: SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES: STORED POINTS:
STAKING RECORD: DATE STAKED: 11- I %. > NOTES BY: CHECKED BY:
11294
11292 \ 19.04 INV
\�
INV. 19.04 25' OS SD MH INV 11+37
��
25' OS SD MH INV 11 +37 SE
SE
11293 3�
LINE ONLY 1 9• 04 1 �i
319' OS SD MH INV 11+37
SE'!� k
11291
LINE ONLY 18.16
30' OS SD MH INV 11 +32.33
�1 SIG_.
11rl
8 90
INV
25' OS SD MH INV 11+32.33
SE _ .5
11289
WV 14.65
25' OS SD INV 11+13.58 -/1pX9�gA
SE () 61 r
a-
11288
INV. 11.13
25' OS SD INV 10+94.84 11286
SE . /I y� INV. 7.62 �.//
25 OS SD MH INV 10+76.09� ;
1ok��2
11282
287 SE 13 i� �1 Z37 INV.
11 287 /
� � 25' OS SD INV 10+65.
LINE ONLY 7.62 SE
30' SD MH INV 10+76.09 1
SE 11285
LINE ONLY Z37
30' OS SD H INV 10+71.42 C Li — -
I�
SE I� 1� q"L11284 11283
� ' INV. 7.37 Z37
' OS MH INV 10+71.42 25' OS SD INV 1045.75
)SD
.`7 SE II 57
*** 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.