NV5 Daily and Staking Grade Sheet 2019-10-11 Parking LotProject Name: Client: 0! L-A teOt r TA
Job Number: 2-2-lo 1 II I �D000UO '7 Weather:
Date: J 11 120} rs
Work ordered by: of at on
Work Order received by: of Nolte at on
Client has ordered staking per: Approved Plans Unapproved Plans n I'
Personnel
Manager
WSurvey
S
Rate
I Hoursi Total
Notes
v
Senior Surveyor
S7
Associate Surveyor
S8
Assistant Surveyor
S9
Junior Surveyor
S]
Senior Party Chief
S2*
Associate Party Chief
S2*
Assistant Party Chief
S2*
Associate Field Surveyor
S2*
Assistant Field Surveyor
S2*
Junior Field Surveyor
S2*
-vereuu Laoor koae
Detailed Work Request Request Completion Date
I
Detailed Work Report
t,
It is agreed that the company making the above request is liable for the charges of said request as stated above, If Client has ordered staking per
unapproved plans, Client accepts all risk for any additional re -staking costs,
Contract: T&M:
Total T&M Charge: $
WHITE: OFFICE COPY
Signed: 7/---
Signed:
YELLOW: FIELD COPY
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REPRESE14TAVIVE
DATE
PINK: CLIENT COPY
WO: 226719-0000078.03 SHEET No. 9 OF 3
CLIENT/CONTRACTOR:. CITY OF LA QUINTA
N�V15
PREPARED BY: DB DATE: 10-9-2019
42-829 COOK ST., SUITE 104 PALM DESERT, CA 02260 CHECKED BY: DATE:
SCALE: 1 " = 30' CREW:
700.341.3101 TEL 700.341.5990 FAX WWW.NV6.COM
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: PARKING AREA EDGING
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION VICINITY: PARKING AREAS
PLAN: SHEETS G-3, G-4, G-5, G-6
NORTH
[OFFSET & DESC.: 3'OS STEEL EDGING (SEE DETAIL SHT. L1.10 F) UNLESS NOTED OTHERWISE
STAKED ELEVATIONS TO: FG (FINISH GRADE)
REFERENCES & REMARKS: SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES: STORED POINTS:
STAKING RECORD: DATE STAKED: Q (0 'Z0\NOTES BY: `7t / CHECKED BY: ,
FG24.000
3' OS FG EDGE AT PCC 10096 r jd
SE y�
10077 211 1^FG
FG 24.210 '��3' 0$ FG EDGE
$ 3' OS FG EDGE z SE Z
0 SE
E 3s1.85'
10095
.340 ' FG
3' OS FG EDGE
2`•
—st
452F 10094 F kk
—22.560 �' FG
3' OS FG EDGE
24 24F8 10093 0 3 FG
a� 22.780
SO S FG SE
E-ZZ
� 23.4
10092 � G
110091
_
FG OS EDGE PCC
23.210 3' FG AT
3. FG ED 2 3 01
70090
23.710 FG
124,700 10088 Z 3' OS FG EDGEFG 10089 sE
24.200 , a""!]�G
3' 05 FG E0
SE 3' OS FG EDGE
SE 2 7
10087
•25.500 FG
3' OS FG EDGE COR
SE
36 FG
500
)S FG EDGE COR
*** 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.
WO: 226719-0000078.03 SHEET No. OF
CLIENT/CONTRACTOR: CITY OF LA QUINTA
NIV�5
PREPARED BY: DB DATE: 10-9-2019
42-829 COOK ST., SUITE 104 PALM DESERT, CA 02260 CHECKED BY: DATE:
" 30'
760.341.3101 TEL 760.341.6999 FAX WWW.NV6.COM SCALE: 1 = CREW: vo
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: PARKING AREA EDGING
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION VICINITY: PARKING AREAS
PLAN; SHEETS G-3, G-4, G-5, G-6
NORTH
OFFSET & DESC.: 3' OS STEEL EDGING (SEE DETAIL SHT. L 1.10 F) UNLESS NOTED OTHERWISE
STAKED ELEVATIONS TO: FG (FINISH GRADE)
REFERENCES & REMARKS: SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES: STORED POINTS:
STAKING RECORD: DATE STAKED: U I NOTES BY: CHECKED BY: ,
10066 3' OS FG EDGE
FG 21.640 SE
3' DSSE G EDGE
—'FG21080❑ �_ 067 10.69 FG
OS FG EDGE '3OS
3' OS FG EDGE
SE I (�
1 QD6$ 21� 2
.—F41.$$0�4
]S FG EDGE `_ r
SE 10101
,E
10069 20.900 �1 FG
�G 1 D
130 OS FG l7GE
sE I
FG EDGE 20.9:X3'
0 _
30 , 09
�E
21.15 �FG
f1.15Q10099
2140O
�3 OS FG EDSE
P (2
10098 ��
21.B5D FG
�3' OS FG ED�
SE
�c)
10097
FG
21 9 21.900
n� 3' OS FG DGE
SE IZI 16H
10096
FG
---�22.120
3OS FG EDGE
SE
*** 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 WNLL NOT BE RESPONSIBLE FOR ANY ERROR IN GRADE OF FINISHED WORK IF THE ABOVE RULES ARE NOT FOLLOWED.
W0: 226719-0000078.03 SHEET No. 13 OF
NIV15 CLIENT/CONTRACTOR _CITY OF LA QUINTA
PREPARED BY: �B _ DATE: 10-9-2019
42-829 COOK ST., SUITE 104 PALM DESERT, CA 02260 CHECKED BY: _ _ DATE:
700.341.3101 TEL 760.341.6999 FAX WWW.NV5.COM SCALE: 1 ,, = 30' CREW:
SILVERROCK PARK VENUE SITE
CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: PARKING AREA EDGING
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION/VICINITY: PARKING AREAS
PLAN: SHEETS G-3, G-4, G-5, G-6
NORTH OFFSET & DESC.: 3'OSSTEEL EDGING
(SEE DETAIL SHT. L 1.10 F) UNLESS NOTED OTHERWISE
STAKED ELEVATIONS TO: FG (FINISH GRADE)
REFERENCES & REMARKS:
=
PLAN NOTES/STAKING CHANGES: SE STAKE ELEV.STORED POINTS:
STAKING RECORD: DATE STAKED: I� 1.�� �C� NOTES BY: �`� CHECKED BY:
10109 jj]] C 20'600 G
3' OS FG EDGE CORNER
SE
10108
0060 0�20.600 G
500 3' OS FG EDGE CORNER
3NER 20.6 SE
0061
500_� 2!5 10107 p
?NER 20.440 FG
— E OS FG EDGE
10062 � 7.
-
t1.390
10106
20.320
3' OS FG GE
10063 SE .1
21.29❑
G EDGE
10105 _
1.200 20.200 FG
' 21.200 � 3' OS FG EDGE LP
EDGE LP�� 21.2 s[ ZI
2
10104 ��
1.430 20.280 ��FG
?EDGE ��� sE S �Fg f!)GE
103
480 — FG
640 )�� ~� 3 20OS FG EDGE
40
:DGE37
SE } 7
70 10102
20,690 FG
*** ATTENTION ••+ 1�10TE 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
I. 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 BE RESPONSIBLE FOR ANY ERROR UV GRAI]F nF- ciA,icucn All%n i Iw r ,t - -