20200214 Sidewalk Staking NotesProject Name: Sj -y E p— ��LL�� Client: t) j ►r7 'T
Job Number: ��!, ((�� ���a�yU , (.�� Weather:
Date:
Work ordered by: Y I'N j F - /� 1 `a= of % at
Work Order received by: of Nolte at on
Client has ordered staking per: ❑ Approved Plans Unapproved Plans ❑ I'
Survey Manager
S
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*
*Default Labor Code
Detailed Work Request Request Completion Date
i K ON � S
ReportDetailed Work
'(►�� T e C-1 ' 0 PAi I
It /s agreed that the company making the above request Is liable for the charges of saidaqe2,1`,s stated above, i Irenc has ordered staking per
unapproved plans, Client accepts all risk for any additional re -staking costs,
f
Contract: T&M: Signed:
AU Ri p U E NTAnvE DA7E
Total T&M Charge: $ Signed: L( -zo
A RIZED NOLTE REPRESENTATIVE ❑ATE
WHITE: OFFICE COPY YELLOW: FIELD COPY PINK: CLIENT COPY
iT
NV5, Inc.
42-829 Cook Street, Suite 104
Palm Desert, CA 92211
Tel• (760)341-3101
Fax:(760)469-4086
REQUEST FOR
SURVEY
STAKING
Note: This form must be faxed to NV5's office a minimum of 48 hours in advance of requested
staking to allow for office calculations. All work needed must be included in fax; if not
included, client must not expect NV5 Survey Crews to commence work.
*Information to be completed by NV5. All other information to be completed by client.
REQUEST FROM:
COMPANY NAME:
DATE:
TIME:
Pat Fraire
Z & K Consultants
2/11/2020
7:30 am
*REQUEST RECEIVED BY:
*JOB #:
*DATE:
*TIME:
NAME:
TYPE OH' STAKING REQUESTED (CURBS, SLOPE STAKING, SEWER, ETC.):
Edge of Sidewalk and edge of Gravel Pave area
TO BE STAKED PER:
DRAWING NO. SHEET NO. LATEST REVISION DATE/A
AREA TO BE STAKED (USE STATIONS IF APPLICABLE):
3' offset (place stakes outside path (east side or top of slope))
OFFSET DISTANCE: ON WHICH SIDE? (Right or Left looking up station):
Looking to have the edge of the gravel pave and sidewalk staked.
SPECIFIC INSTRUCTION (Be specific - mark up and fax portions of plans for clarity):
* CONTRACT INFO:
* IS WORK REQUESTED INCLUDED IN CONTRACT? _YES uNO
DATE AND TIME REQUESTED FOR SURVEY CREW TO BEGIN WORK: 2 / 13 / 2 0 2 0
DATE AND TIME SURVEYORS ARE ABLE TO SCHEDULE CREWS:
WO: 226719-0000078.03 SHEET No. OF
�I CLIENT/CONTRACTOR: CITY OF LA QUINTA
Nl�
PREPARED BY: DB DATE: 2-11-2020
42-829 COOK ST., SUITE 104 PALM DESERT, CA 02260 CHECKED BY: DATE:
700.341.8101 TEL 700.341.6099 FAX WWW.NV5.COM SCALE: 1 " = 10, CREW: 341
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: 12' WIDE SIDEWALK AND GRAVEL PAVED AREA
B.M. DESC. & ELEV.
HORIZONTAL CONTROL:
LOCATION/VICINITY: NORTHEAST SIDE OF VENUE SITE
PLAN: G2 AND GT4
NORTH
OFFSET & DESC.: 3' OS CE (CONCRETE EDGE) Am 3' OS PAVE/1 (GRAVEL PAVE EDGE)
STAKED ELEVATIONS TO: FS (FNISH SURFACE) FG (FINISH GRADE) UNLESS NOTED OTHERWISE
REFERENCES & REMARKS:
PLAN NOTES/STAKING CHANGES: STORED POINTS: cf0 5 `y`i- 9D0l Z
STAKING RECORD: DATE STAKED: '/ --141- ld NOTES BY: 7Vj CHECKED BY:
MOC = MID —POINT OF CURVE
PRC = POINT OF REVERSE CURVE
a 10918 Dtti FG GB = GRADE BREAK
-22.54
3' OS PAVE II FG SE Z Z. 24
10877
22.72 FS
3' OS CE FS SE
�O
"
0
P
22.2510876
FS
21.9FG 3' OS CE FS SE 21 r7
+ 10917 F 0 Z1 FG
21.71 FS 21.90
LP — GB 4 3' OS PAVE JI FG PRC
21.6FG SE 2
3
D�
` 10916 FG
1087 1 21.60
21. 3' OS PAVE II FG MOC
5' OS C' FS , SE 1 r
SEII-
10915 — % S
L Q FS 2 865 75 / 21.40 h U FG
10' OS CE FS p 4 � FG 21.4FG 3' OS PAVE II FG EC
SE
SE 2 U Z 10 1 10914
21.40 Q FG
Pv II FG MOC 3' OS PAVE11 FG EC
SE 2 I 1 SE Z I
,
*** ArrENTION *** 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 WORT{ IF THE ABOVE RULES ARE NOT FOLLOWED.
WO: 226719-0000078.03 SHEET No. OF %
CLIENT/CONTRACTOR: CITY OF LA QUINTA
N�V�5
PREPARED BY: DB DATE: 2-11-2020
42-820 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: nl L
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: 12' WIDE SIDEWALK AND GRAVEL PAVED AREA
B.M. DESC. & ELEV.
HORIZONTAL CONTROL:
LOCATION/VICINITY: NORTHEAST SIDE OF VENUE SITE
PLAN: G2 AND G6
NORTH
OFFSET & DESC.: 3' OS CE (CONCRETE EDGE) AND 3' OS PAVE/1 (GRAVEL PAVE EDGE)
STAKED ELEVATIONS TO: FS (FNISH SURFACE) FG (FINISH GRADE) UNLESS NOTED OTHERWISE
REFERENCES & REMARKS:
PLAN NOTES/STAKING CHANGES: STORED POINTS:965�-�(�,�
STAKING RECORD: DATE STAKED: 'Z- Iy-Z.a NOTES BY: -'�vj CHECKED BY:
^' M0C = MID -POINT OF CURVE
10923
2, FG PRC =POINT OF REVERSE CURVE
219OFS 3' OS PAVE 11 FG SE GB = GRADE BREAK
GB
10884 �. D� �2_
�° 22.21 _ FS 10922 C - (� - FG 2xo3Fs
22.21
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SE LE 7i3 3' OS PAVE 11 FG
SE 2 Z 3 3
22.2FG 10883 FD FS
22.33FS
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SE 21 �1g
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3' OS CFI FS
SE �� .f 43 10920
\ FG
22.58
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FS 10881 SE -Z %
23.2 1
5' RADIUS 1 50% 10919 3
3 OA
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w 23.04FS SE 2 2.
HP 22.8FG
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10580
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23 2 iJ L1 22.94FS 3' OS CE FS HP
FS GB SE 2 Z 5-00
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3
St= Z 2 -- a, 10916
*** 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. S OF CO
_
- CLIENT/CONTRACTOR: CITY OF LA QUINTA
�:. PREPARED BY: DB DATE: 2-11-2020
42-828 COOK ST., SLMTE 104 PALM DESERT, CA 02200 CHECKED BY: DATE:
700.341.3101 TEL 700.341.5000 FAX WWWAVECOM SCALE: 1" = 20' CREW: R.ti% 1/U t-
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: 12' WIDESIDEWALK AND GRAVEL PAVEDAREA
B.M. DESC. & ELEV.
HORIZONTAL CONTROL:
LOCATION ICINITY: NORTHEAST SIDE OF VENUE SITE
PLAN: G2 AND G6
NORTH
OFFSET & DESC.: 3' OS CE (CONCRETE EDGE) AND 3' OS PAVE 11 (GRAVEL PAVE EDGE)
STAKED ELEVATIONS TO: FS (FINISH SURFACE) FG (FINISH GRADE) UNLESS NOTED OTHERWISE
REFERENCES & REMARKS:
PLAN NOTES/STAKING CHANGES: STORED POINTS: 9GSS9� jv�rz
STAKING RECORD: DATE STAKED: NOTES BY: CHECKED BY:
10893 C11 MOC = MID -POINT OF CURVE
FS (p PRO = POINT OF REVERSE CURVE
10892 FS (� (�
j22.22
3' OS CE �S 21.97 s- FS GB = GRADE BREAK
10886
SE Z3 -� ,�5 BC 21.84
sE � I G 3' OS CE FS: PRC
10891 C _ D 53 SE LZ
21.85 FS L 0 10887
3' OS CE FS FS 27.84
S {� ' jA, OS CE FS PRC
SE 1 ..` I�r 10926. C_) FG
21.97FS
2. � 21.66
10890
21.73 FS 3' OS PAVE II COR FG
22.02FS 3' OS CE FS SE Z.-Z
SE 1
10925
10889 �� 21.66 FG
L_
21.61 FS 3' OS P4VE 11 COR FG
3' OS CE FS EC SE 2 Z I IUO , SE
SE
00 _ 10924
FG
27.84
FS 3' OS PAVE II FG
SE
10888
21.r561FS 21.71 ��. It_
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LP _ 21.7FG 10885
22.02
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SE Z I
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10923
22.03
21.90FS 3' OS PA
GB
1
22.03Fs Off° �
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5
/,d.
*** 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
N�V�5
PREPARED BY: DB DATE: 2-11-2020
42-820 COOK ST., SLATE 104 PALM DESERT, CA 02200 CHECKED BY: DATE:
700.341.3101 TEL 700.341.5000 FAX WWXNV6.COM SCALE: 1 " = 20' CREW: )
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: 12' WIDE SIDEWALK AND GRAVEL PAVED AREA
B.M. DESC. & ELEV.
HORIZONTAL CONTROL:
LOCATION/VICINITY: NORTHEAST SIDE OF VENUE SITE
PLAN: G2 AND G6
NORTH
OFFSET & DESC.: 3' OS CE (CONCRETE EDGE) Am 3' OS PAVE II (GRAVEL PAVE EDGE)
STAKED ELEVATIONS TO: FS (FINISH SURFACE) FIG (FINISH GRADE) UNLESS NOTED OTHERWISE
REFERENCES & REMARKS:
PLAN NOTES/STAKING CHANGES: STORED POINTS: J06/�
STAKING RECORD: DATE STAKED: 'z - I L - ZU NOTES BY: LA-) CHECKED BY:
MOC = MID -POINT OF CURVE
PRC = POINT OF REVERSE CURVE --
GB =GRADE BREAK
10898 � �
F 0 FS
24.48
3'OSCEFS
SE -2 0 7
23.96FS
GB 10897 p 3 (0 FS
23.90 -
3' OS CE FS GB PRC
SE2y Z6
10896 C p
23.42 FS
- a 3' OS CE
SE
a-
FS
10895
` FS
10912 1.00% 22.95
22.59 3' OS CE FS
5' RADIUS SE Z 97
SE 2.2 i3y
10894 0� FS
22.47
3' OS CE FS GB
SE Z3 3-2L
12.57S
GB
10911�
® C::n 22.59 10893
S' RaDlu 10892
21.97 FS
�22.22
SE 7 3' OS CE FS
SE 3' OS CE IS BC
*** 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. 5— OF 60
N�V�5 CLIENT/CONTRACTOR: CITY OF LA QUINTA
PREPARED BY: DB DATE: 2-11-2020
42-820 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: 7W �1t7G
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: 12' WIDE SIDEWALK AND GRAVEL PAVED AREA
B.M. DESC. & ELEV.
HORIZONTAL CONTROL:
LOCATION/VICINITY: NORTHEAST SIDE OF VENUE SITE
PLAN: G2 AND G6
NORTH
OFFSET & DESC.: 3' OS CE (CONCRETE EDGE) AND 3' OS PAVE 11 (GRAVEL PAVE EDGE)
STAKED ELEVATIONS TO: FS (FINISH SURFACE) FIG (FINISH GRADE) UNLESS NOTED OTHERWISE
REFERENCES & REMARKS:
PLAN NOTES STAKING CHANGES: STORED POINTS: 90SS `1- �9bCv0
STAKING RECORD: DATE STAKED: 2-li/-zv NOTES BY: 7v-., CHECKED BY:
MOC = MID -POINT OF CURVE
PRC = POINT OF REVERSE CURVE
GB = GRADE BREAK
10906 05
29.76 FS
3' OS CE FS
SE 10904 I
27.95 o�� FS
3' OS CE FS GB PRC
a�
10905
FS SE Z
28,85 -�
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FS
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3' OS CE FS
SE 277
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FS
10901
26.21
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2 S
SE --
F U�DLL FS
25M 10900
25.64
3' OS CE FS
SF
Q 0 FS
10899
25.06
3' OS C FS
SE Z y�
*** 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 N0T BE RESPONSIBLE FOR ANY ERROR IN GRADE OF FINISHED WORK IF THE ABOVE RULES ARE NOT FOLLOWED,
WO: 226719-0000078.03 SHEET No. CP OF �v
N�V�5
CLIENT/CONTRACTOR: CITY OF LA QUINTA
PREPARED BY: DB DATE: 2-11-2020
42-829 COOK ST., SUITE 104 PALM DESERT, CA 92200
CHECKED BY: DATE: .
700.341.3101 TEL 780.341.5988 FAX WWWAVS.COM
SCALE: 1 " = 20' CREW:
SILVERROCK PARK VENUE SITE
CONSTRUCTION STAKING GRADE SHEET
12' WIDE SIDEWALK AND GRAVEL PAVED AREA
B.M. DESC. & ELEV.
ODIMPROVEMENTS:
HORIZONTAL CONTROL:
LOCATION/VICINITY: NORTHEAST SIDE OF VENUE SITE
PLAN: G2 AND G6
NORTH
OFFSET & DESC.: 3' OS CE (CONCRETE EDGE) ANp 3' OS PAVE/1 (GRAVEL PAVE EDGE)
STAKED ELEVATIONS TO: FS (FINISH SURFACE)
FIG (FINISH GRADE) UNLESS NOTED OTHERWISE
REFERENCES & REMARKS:
SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES:
STORED POINTS: 1�0&
STAKING RECORD: DATE STAKED: 2 _ I LI •-Za
NOTES BY: CHECKED BY:
MOC = MID -POINT OF CURVE
PRC = POINT OF REVERSE CURVE
GB = GRADE BREAM
10927
33.09 FS
6' OS CE FS
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33.09
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*** 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.
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