NV5 Daily and Staking Grade Sheet 2019-12-05 Screen Ramp EntranceProject Name:_y"1) Q lyc>r WOWI [ KNUG SH- Client: _ �Y or LA
.'ntA
Job Number: 2ZOR - 00000-79.03 Weather: CL AD
Date: I? — 5--/q
Work ordered by:
Work Order received by:
Client has ordered staking per: ❑ Approved Plans
of
of Nolte at
(� Unapproved Plans
n
at
on
on
Personnel
Survey Manager
.,
S
S7
S8
C7 I VAIQS
Senior Surveyor
Associate Surveyor
Assistant Surveyor
S9
SJ
Junior Surveyor
Senior Party Chief
S2*
^10,5
Associate Party Chief
52*
Assistant Party Chief
52*
Associate Field Surveyor
S2*
Assistant Field Surveyor
S2*
Junior Field Surveyor
S2*
/U.5
COC-0RAn/
Detailed Work Request Request Completion Date
STAKF9 /91-M TTRAF5
— S%A KFD WALLS
- 5TA'Kw"p wC,MlS
— STAOO 0ARI005 FASRN►FiVTS /iT S'-
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:
Total T&M Charge: $
T&M: Signed:
AUTHORIZED CLIENT REPRESENTATIVE DATE
Signed:
WHITE: OFFICE COPY YELLOW: FIELD COPY PINK: CLIENT COPY
iul
NV5, Inc.
42-829 Cook Street, Suite 104
Palm Desert, CA 92211
Tel: (760)341-3101
Fax: (760)1694086
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:
i 1 Ax:?v
*REQUEST RECEIVED BY: *JOB #:
*DATE: *TIME:
G'M)L�
NAME:
TYPE OF STAKING REQUESTED (CURBS, SLOPE STAKING, SEWER, ETC.):
TO BE STAKED PER:
DRAWING NO.
SHEET NO.
AREA TO BE STAKED (USE STATIONS IF APPLICABLE):
LATEST REVISION DATE/A
OFFSET DISTANCE: ON WHICH SIDE? (Right or Left looldng up station):
SPECIFIC INSTRUCTION (Be specific -
* CONTRACT INFO:
Su -
up and fax portions of plans for clarity):
* IS WORK REQUESTED INCLUDED IN CONTRACT? YES NO
DATE AND TIME REQUESTED FOR SURVEY CREW TO BEGIN WORK: — -
DATE AND TIME SURVEYORS ARE ABLE TO SCHEDULE CREWS:,
ILL"
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:
0 CAR 4#ka � 1 3 I
*REQUEST RECEIVED BY: *JOB #: *DATE: *TIME:
l NAME:
TYPE OF STAKING REQUESTED (CURBS, SLOPE STAKING, SEWER, ETC.):
tXjV-2
TO BE STAKED PER:
DRAWING NO.
SHEET NO.
AREA TO BE STAKED (USE STATIONS IF APPLICABLE):
— r C,
LATEST REVISION DATE/A
OFFSET DISTANCE: ON WHICH SIDE? (Right or Left looking up station):
SPECIFIC INSTRUCTION (Be specific — mark up and fax portions of plans for clarity):
* CONTRACT INFO:
* IS WORK REQUESTED INCLUDED IN CONTRACT? YES NO
DATE AND TIME REQUESTED FOR SURVEY CREW TO BEGIN WORK:
DATE AND TIME SURVEYORS ARE ABLE TO SCHEDULE CREWS:
Doug Boyle
From: Jay Fahrion
Sent: Tuesday, December 03, 2019 9:52 AM
To: Doug Boyle
Subject: FW: Survey Request - Pole Relocation
Attachments: Attach mentl-Project Maps.pdf; SilverRock Way Plans.pdf
Here is the city request
]ay S. Fahrion I Office/ Survey Manager I NV5
42-829 Cook Street Suite 1041 Palm Desert, CA, 922111 P: 760.404.1970 IC 760.409.41541 F: 760.469.4086
Electronic Communications Disclaimer
From: Ubaldo Ayon <uayon@laquintaca.gov>
Sent: Tuesday, December 3, 2019 9:48 AM
To: Jay Fahrion <Jay.Fahrion @nv5.com>
Subject: FW: Survey Request - Pole Relocation
We will need the Property Line and Easement (at the location of the power line (10' of
either side))
Our intention is to give enough information to IID to place their poles outside of the
underground utility easement,
Ubaldo Ayon Jr.
Assistant Construction Manager
Public Works & Engineering
City of La Quinta
78495 Calle Tampico, La Quinta, CA 92253
Ph. 760.777.7051
M. 760.275.2789
www.laquintaca.gov
www.playiniaguinta.com
From: Lorissa Gruehl <lgruehl@naiconsuiting.com>
Sent: Tuesday, December 03, 2019 8:28 AM
To: Ubaldo Ayon <uayon@laguintaca.gov>
Subject: RE: Survey Request - Pole Relocation
EXTERNAL: This message originated outside of the City of La Quinta. Please use proper judgement and caution when opening
attachments, clicking links or responding to requests for information.
Hi Ubaldo,
Attached through the link are the CAD files for NV5 to use as they need: https://naiconsulting.sharefile.com/d-
s58bOfc6fl2c4faa9
1
WO: 226719-0000078.03 SHEET No. I OF Z
NIV15
CLIENT/CONTRACTOR: CITY OF LA OUINTA
PREPARED BY: DB DATE: 12-03-2019
42-829 COOK ST., SLATE 104 PALM DESERT, CA 02200
CHECKED BY: \-- C>p? DATE:
780.341.3101 TEL 760.341.5999 FAX WWW.NV5.COM
SCALE: 1 " = 20' CREW: 6 1VUS ocN>PA
SILVERROCK PARK VENUE SITE
CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: PALMS - AT ENTRY
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION VICINITY: ENTRYWAY TO VENUE SITE
PLAN: (MBI)
NORTH
OFFSET & DESC.: 10' OS CL
(OFFSET CENTERLINE) UNLESS NOTED OTHERWISE
STAKED ELEVATIONS TO: FIG (FINISH GRADE)
FS (FINISH SURFACE
REFERENCES & REMARKS:
PLAN NOTES/STAKING CHANGES:
STORED POINTS:
STAKING RECORD: DATE STAKED: 17, "59
NOTES BY: CHECKED BY:
SE = STAKE ELEV. FG 10408
10 OS CL PALM
24.30
0400
10' OS CL PALM
24.60 FS 10419
10399 SE
I U•
10' OS CL PAL 0 24.35
FS 24.50--+0
SE 10' OS CL PALM
10' OS CL PALM
SE 1=3
SE
O
10403
4.65CG1 FS
=.;
10 S CL PALM sc
T) S
39724.40 • _ -��
\
O
/ 1040 '
0' 0 CL PALM
!' �- ` ® 24.90
SE
�_ / 10' OS C PALM
SE
10396.
24.40 ',
O
10' OS CL PALM .
r D . L� FS, .
10' {1
SE
"Y
4.60
�fJ FS 1:O+t75
PALM
1 C' OS CL P '
SE 10407
,r FS 25.20
' OS CL PALM
*** 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. Z OF
NIV15
CLIENT/CONTRACTOR: CITY OF LA QUINTA
PREPARED BY: DB DATE: 12-03-2019
42-829 COOK ST., SUITE 104 PALM DESERT, CA 92260
CHECKED BY: DATE:
760.341.3101 TEL 760.341.5099 FAX WWW.NV5.COM
-]l�
SCALE: 1" = 20' CREW: 5GeGHZ,4 f
SILVERROCK PARK VENUE SITE
CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: PALMS
- AT ENTRY
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION VICINITY: ENTRYWAY TO VENUE SITE
PLAN: (MBI)
NORTH
OFFSET & DESC.: 10'OSCL (OFFSET CENTERLINE) UNLESS NOTED OTHERWISE
STAKED ELEVATIONS TO: FG (FINISH GRADE)
FS (FINISH SURFACE
REFERENCES & REMARKS:
PLAN NOTES/STAKING CHANGES:
STORED POINTS:
STAKING RECORD: DATE STAKED: Z
NOTES BY: CHECKED BY:
SE = STAKE ELEV.
413
FG
23. .
10' OS CL PALM
SE
IT 6). 3 FG 10412
10 FG
23.85
10'SOS CL PALM /
23.75
10' OS CL PALM
SE
10411
FG 24.60
/ 10415
23.75 C` 0, 3 FG
10' OS CL PALM
10' OS CL PALM
SE
SE
10416
10410
23.50 FG
24-60
10' OS CL PALM
10' OS CL PALM
SE
SE
10417
�
10409
roll FG 24.30---
4.30
23.50 U. 7 FG
10' OS CL PALM
SE
10' OS CL PALM
SE
10418
U { FG
24.35I
10' OS CL PALM
-==fC a . • FG 10408 0400
24.30 24.60
I
SE
- 10' OS CL PALM 10'
¢
OS CL PAL
10419
S
/ 24.35 G 0,L4 FG
1=3
10' OS CL PALM
SE
O
10403
4.65
10 S CL PALM
*** ATTENTION **r
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
NIV15
PREPARED BY: DB DATE: 12-03-2019
42-820 COOK ST., SUITE 104 PALM DESERT, CA 92200 CHECKED BY: DATE:
700.341.8101 TEL 700.341.5090 FAX WWW.NV5.COM SCALE: 1 " = 30' CREW:
SILVERROCK PARK VENUE SITE TE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: PALMS - AT ENTRY
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION/VICINITY: ENTRYWAY TO VENUE SITE
PLAN: (MBI)
NORTH
OFFSET & DESC.: AT CENTER
STAKED ELEVATIONS TO: NONE
REFERENCES & REMARKS:
PLAN NOTES/STAKING CHANGES: STORED POINTS:
STAKING RECORD: DATE STAKED: NOTES BY: CHECKED BY:
SE = STAKE ELEV.,
10429 1p k 1, 11 1
O.00O
CL PALM 10430
0.000
CL PALM
10428
0.000
CL PALM 10431
0.000
'
CL PALM
10427 I'
0.000
CL PALM
10421
0.000
_
CL PALM 10432
10420 e-��0.000
0.000 CL PALM
CL PALM
10424
E== 0.000
CL PALM
10425
0.000
CL PALM
•** 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. I OF Z
CLIENT/CONTRACTOR: CITY OF LA QUINTA
N�V�5
PREPARED BY: DB DATE: 12-04-2019
42-820 COOK ST., SUITE 104 PALM DESERT, CA 02200 CHECKED BY: pm DATE: 5
700.341.3101 TEL 700.341.5090 FAX ■WW.NMOM SCALE: 1 " = 10, CREW: C- V hm [d-y
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: RETAINING WALL AT VENUE STAGE
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION/VICINITY: STAGE AT VENUE SEATING AREA
PLAN: (MBI)
NORTH
OFFSET & DESC.: 5'OSFW (FACE OF WALL) UNLESS NOTED OTHERWISE
STAKED ELEVATIONS TO: TF (TOP OF FOOTING) TRW (TOP OF RETAINING WALL)
REFERENCES & REMARKS:
PLAN NOTES STAKING CHANGES: STORED POINTS:
STAKING RECORD: DATE STAKED: t ZIS 17 NOTES BY: CHECKED BY:
5' OS FW TF COR� SE =STAKE ELEV.
2192 SE "ALL TOP OF FOOTINGS AT EL. 19.25
TRW
10450 �j G TRW
19.25 TF
21.92 5' OS FW TF
SE Z ) S 10455
/ 19.25 .d .TF
. L
r,F iF. AT
/po TRW 5' OS
j TRW_
10451 = r •'
---19.25 C c' TF 5fi'•' :=. •:
5' OS FW POTr '
SE 59'O TF �j I
....,sE
' ' ' • `•
1 ..
21.9 - I0' TRW
�'
/ 21.89 • ,. .
TF
0i F TF COR
: SE I I TRW
P0.7 TRW 10458 -� 1
I,9 TF u
• .. 19.25
10454 5' OS FW TF POC /
19.25 �' I ' TF SE i ),I
/
5' OS FW TF AT STEPS OFFSETS TO THIS FACE OF WALL -
' 2 i U-' TRW
SE 11•7 10459
Z�2
19.25 -G-- — IF
F� TRW \ 5' OS F " F POC 1
10453 \ SE I . ; F/>.1r) TRW
19.25 C, Ij TF 10460
5' OS FW TF POC \ / `19,25 7,H TF
SE 2 1,7 \ I; X OS FW TF END
\ / 1
19 25 TF F 0 i TRW 22.00 SE 2 f , (,
5' OS FW TF MOC TRW
SE Z 10461
LL 19.25 TF
5' OS FW TF END j
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 ENISTING 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. Z OF Z
CLIENT/CONTRACTOR: CITY OF LA QUINTA
NIV16
PREPARED BY: DB DATE: 12-04-2019
42-829 COOK ST., BUTE 104 PALM DESERT, CA 02200 CHECKED BY: DATE: 1 2/51/9
700.341.3101 TEL 700.341.5000 FAX WWW.NV5.COM SCALE: 1 " = 10, CREW; [a lVANS Cr P/JAI
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: RETAINING WALL AT VENUE STAGE
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION ICINITY: STAGE AT VENUE SEATING AREA
PLAN: (MBI)
NORTH
OFFSET & DESC.: 5'OSFIN (FACE OF WALL) UNLESS NOTED OTHERWISE
STAKED ELEVATIONS TO: TF TOP OF FOOTING) TRW (TOP OF RETAINING WALL)
REFERENCES & REMARKS:
PLAN NOTES/STAKING CHANGES: STORED POINTS:
STAKING RECORD: DATE STAKED: IZ S I q NOTES BY: CHECKED BY:
/ TRW \ \ SE = STAKE ELEV.
' ALL TOP OF FOOTINGS AT EL. 19.25
10444 /
19.25 / IF
5' Og FW TF END �7QL) TRW
10445
19.25 G Z •_7 IF ;
5' OS FW TF END
SSE L l .p�TRW
21.92 10446 .
G
19.25 '3 TF
5' OS FW TF POIC `•.
SE I.6
OFFSETS TO THIS FACE OF WALL
• • -'f�� •TRW
_ ,2 .
/ 1l447:
25 C Z •ij... 'TF 0448
,
' 19.25 r. 7-TF
.OS -POC:
5' OS FW TF C TO
SE zl . 0
21.9 10449
19.25 . TF
TF i9 5' OS FW TF COR
5tNo SE
.RA
SE 1 20.93 / 21.92 TRW
11045045 0
TRW G U • ` 0464 22.37 TF
IF 19.25�d 21.92 5' OS FWD
5' OS FW TF RAMP � � � SE /
SE z0,2. / /
:
.
t
10463 / TRW
TRW Ff 19.25 " �� 10451
15' OS FW TF CRAMPSE tT _9 --E'--19.25 Z TF
TRW 10462 5' OS FW POC
C V U TF 19.25
SE
OS FW TF COR RAMPSE
11
*** 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 RESPONS19LE 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: 12-03-2019
CHECKED BY: DATE:
42-828 COOK ST., SUITE 104 PALM DESERT, CA 02200
700.341.8101 TEL 700.341.5900 FAX WWW.NV5.COM SCALE: 1 " = 30' CREW:
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: RETAINING WALLS AT VENUE STAGE
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION ICINITY: ENTRYWAY TO VENUE SITE
PLAN: (MBI)
NORTH
OFFSET & DESC.: AT CORNERS AND ENDS WITH RADUIS POINTS
STAKED ELEVATIONS TO: NONE
REFERENCES & REMARKS:
PLAN NOTES/STAKING CHANGES: STORED POINTS:
STAKING RECORD: DATE STAKED: NOTES BY: CHECKED BY:
w
SE = STAKE ELEV,
/ 10433
/ 22.00
/ RADIUS PT
10436
19.25 \
WALL END \ 10437
I.a \ 19.25 : w.
+' WALL COR -
F 1.97 19.2 ((]
WALL
1044 I 1' / 0115
19.25 -
WALL END 10443'
19.25 =*'
WALL COR ti 10435
�•
! :1� •. 22.00
203 • RADIUS PT
•
ALA7 L lOP OF FOOMM El. IY2S /
0
J
RADIUS = 15' /
THIS SIDE OF WALL /
\ /
1925 10441
WALL OR 10440 \ 19.25
WALL COR
RN IIUS = 32'
IDE OF W
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 Z
NIV�5 CLIENT/CONTRACTOR:. CITY OF LA QUINTA
PREPARED BY: DB DATE: 12-05-2019
42-820 COOK ST., SUITE 104 PALM DESERT, CA 02200 CHECKED BY: 01;� "J. DATE:
700.341.3101 TEL 700.341.5000 FAX WWW.NV5.COM SCALE: 1 " = 100' CREW: 61V4Vc#AAN
S1C
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: LIGHT STANDARD BASES - TYPE SA
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION/VICINITY: AT PARKING AREA
PLAN: (MBI)
NORTH
OFFSET & DESC.: 'OS CENTER OF BASE UNLESS NOTED OTHERWISE
STAKED ELEVATIONS TO: FG FINISH GRADE)
REFERENCES & REMARKS:
PLAN NOTES/STAKING CHANGES: STORED POINTS:
STAKING RECORD: DATE STAKED: J Z159 NOTES BY: CHECKED BY:
BASE SE = STAKE LEV.
U 3�� 3
FG 0 10492
CENTER LIGHT. E (0 • �-3 FG
20.30
HT BASE SV'00 CENTER LIGHT BASE
�✓�jS SE 19,77
1'� 3 % FG 1049
22. 0 �-
CENTER LIGHT' B
6 FG SE Z I •`%'
LIGHT BASE 00 FG1
10491 f ®.Iz
CENTER LIG SE �, FG
SE ZS '� .�' �� 21.30
1050 CENTER LIGHT BASE
24.68 SE 7/, l eg
CENTER LIGHT 0
SE °
- FG10496 ° a
24.50
000 T BASE �' S °!.S 10490 FG
CENTER LIGHT BASE
.• � �
A
�5
h SE Zl,/4
10489 fo .! ) FG
24.2❑
CENTER LIGHT BASE
% I SE 23,G9
Q 1048 FG
1 !1
.'.:
0
CENTER LIGHT BASE
c-
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. Z OF Z
NIV�5 CLIENT/CONTRACTOR: CITY OF LA QUINTA
PREPARED BY: DB DATE: 12-05-2019
42-829 COOK ST., SUITE 104 PALM DESERT, CA 92M CHECKED BY: bPl DATE:
700.341.3101 TEL 700.341.5900 FAX WWW.NV5.COM SCALE: 1" = 100, CREW:e.1✓AA6 np
SILVERROCK PARK VENUE SITE TCONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: LIGHT STANDARD BASES - TYPE SA
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION/VICINITY: AT PARKING AREA
PLAN: (MBI)
NORTH
OFFSET & DESC.: 'OS CENTER OF BASE UNLESS NOTED OTHERWISE
STAKED ELEVATIONS TO: FG (FINISH GRADE
REFERENCES & REMARKS:
PLAN NOTES/STAKING CHANGES: STORED POINTS:
STAKING RECORD: DATE STAKED: NOTES BY: CHECKED BY:
i = STA
�eaaa.nmo I: �,Zv� FG 2050210
8 65 s27. rd'0
C TER LIGHTo SE a 4�CEN IGHT,' ASE ' y
SE ... t 0,
.
10504 ) o , I Z FG
27.40
CENTER I T BASE
J 10501 50 . SE 17-i .3 y
28.40 m
CENTE ..L BASE : • CENTER I-K
SE Z8,a(
S/ SE M
10505 FG
26.25
•y CENTER T BASE FG 1
} SE
�� 5% Zb,"al CENTER LIGHT:
FG10500
SE
7, 25 1
10506
CENTER LI #�� SE
\\SE Zc�,�Z �� 25.60 l%•l FG FG1' ,
} �• / CENTER LI ASE CENTER LTG
SE
`.SE
1050
U%
�
24.68
1499 >
CENTER LIGHT a a j �w
26.60 %"
1
CE TER I BASE ° ZOv S�� z 17I' o
FG10496
24
Zb'l If, /s I, G T BASEE
Cfi U j fOAl ®� N
+ . 4,
S � �
98
25.70
CEN'TE IGF�1I ASE
0
SE
f 10497 s�
27.40
C BASE '
ina
*** 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. I OF
NIV15
CLIENT/CONTRACTOR: CITY OF LA QUINTA
PREPARED BY: DB DATE: 12-05-2019
42-829 COOK ST., SUITE 104 PALM DESERT, CA 02260
CHECKED BY: DATE:
760.341.3101 TEL 700.341.5999 FAX WWW.NV5.COM
SCALE: 1 " = 150' CREW:
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS. LIGHT STANDARD BASES - TYPE SA
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
l
1
LOCATION VICINITY: AT PARKING AREA
PLAN: (MBI)
NORTH
OFFSET & DESC.: CENTER OF BASE
UNLESS NOTED OTHERWISE
STAKED ELEVATIONS TO: FIG (FINISH GRADE)
REFERENCES & REMARKS:
fi7 t'
PLAN NOTES/STAKING CHANGES;
STORED POINTS:
STAKING RECORD: DATE STAKED: NOTES BY:
CHECKED BY:
I
V SE = STAKE ELEV.
' 1
7.65
TER-�� BASE
•
105025 1 504
#� a
CBASE
ENTE L ` G TER LIGHT BASE
10493
21.
10501
1 5 '
LATER LIGHT BA
10 492
28.40.�
30
20.30
CENTERIL T BASE.
ER LIGHT BASE
104 CENTER LIGHT BASE
22
\\\
C TER LIGHT B
1 506
\ 105 0 0
27 5-j' CE LIGHT BAS
10
40
CE14,ER L BASE CI? E€2 LIG ASE 10491
1050
24.68
-21.30
.I ` CENTER LIGHT BASE
10499 CENTER 41
H ,BASE
26.60-1
��
10490
CENTER L BASE '�''
• —22.40
` CENTER LIGHT BASE
10496
24.50
CENTER LIGHT BASE
10498�. f
10489
25.70 J
24.20
CENTER LIGHT BASE
CENTER L*I'�aASE
10497
—
27.40
�� Y
CENTER LIGHT BASE
104 .-- '
2
— - — -- —
—CE�d�N-T FFR--EF�IT-BAsE — —
—L
*** 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.
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.
THIS OFFICE WILL NOT BE RESPONSIBLE FOR ANY ERROR IN GRADE OF FINISHED WORK IF THE ABOVE RULES ARE NOT FOLLOWED.
fib
18'-0"
e4
Mims
NOTE: PROVIDE GROUT
AROUND BASE PLATE
AND THE FOUNDATION
AS REQUIRED
1.0 24".I
I /- PARKING
24" BOUNDARY
I METAL BAND
FINISHED GRADE
24"
60"
REFER TO THE FIXTURE
SCHEDULE FOR POLE AND
FIXTURE SPECIFICATION
HANDHOLE COVER WITH GROUND
LUG
BOND GND. TO POLE LUG, TYP.
CONDUIT WITH BUSHED ENDS
BASE COVER
2" CHAMFER
4 ANCHOR BOLTS FURNISHED BY
THE LIGHTING MANUFACTURE
3/4" PVC CONDUIT MIN.
CONCRETE BASE BY ELECTRICAL
CONTRACTOR. PROVIDE 4 #6
VERTICAL REBARS AND #3 TIES AT
8"O.C. 3" FROM THE TOP, BOTTOM
AND SIDES OF BASE.
REFER TO STRUCTURAL
CALCULATIONS ON THIS SHEET,
24" DIA.} LIGHT POLE TYPE 2.
FIXTURE TYPE 'SA' DETAIL
ji
18"
` N-A12 I N G
WO: 226719-0000078.03 SHEET No. I OF
CLIENT/CONTRACTOR: CITY OF LA QUINTA
N�V�5
PREPARED BY: DB DATE: 12-04-2019
42-820 COOK ST., SLITE 104 PALM DESERT, CA 02200 CHECKED BY: DATE:
700.341.3101 TEL 700.341.5009 FAX WWW.NV&COM SCALE: 1 " = 20' CREW:&A $ 19
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: IID OVERHEAD CROSSING LOCATIONS
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION/VICINITY: SILVERROCK WAY AT ALL-AMERICAN CANAL
PLAN: (MBI)
NORTH
OFFSET & DESC.: ON PL AND 10' OS PL (PROPERTY LINE) UNLESS NOTED OTHERWISE
STAKED ELEVATIONS TO: NOT PROVIDED .. LINE ONLY STAKES)
REFERENCES & REMARKS:
PLAN NOTES/STAKING CHANGES: STORED POINTS:
STAKING RECORD: DATE STAKED: j Z NOTES BY: CHECKED BY:
SE = STAKE ELEV.
\ \
104 7
\ 20.0
\ , b0' OS PL A CVWD NLY 5C7 RCV \
\ 1 "X
10478 , Nk W I rw
\ 20.00 _
10 OS T CITY "�ASLNMENT
1 1"A11•'T
_
CON"_, \
F'+ n Ti-!
10479 \ �
r 20.00 19476
10480 0' OS PL T PUE 2 .00
2 \ , 10' PL T,CVWD NLY
.
10' i05--P-L AT -MA- E
\
10 7 \ PRD R7Y L! E
10' OS PL AT IID EASEMT CITY CANAL X IN
\ \
CITY CANAL X-ING-,`\
\ \ CVWD CANAL -1 G
PROPOSED PUE \ 1 \ 1 \ 10486
7000
20.00 \ \ \ \10' OS PL AT CVWD EA EMENT
CVWD CANAL 1 1 PROPOSED PUE
tING
1048
10482 \ 20.00. \
20.00 \ \ \10' OS L XT PROPOSED PUE
10' OS PL AT PROPOSED PUE
\- \\
,\ \\
10483 4
20.00 0
10' OS PL AT CITY EASEMENT \ \ S P CITY SMNT
IID EASEMENT
*** 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 1F THE ABOVE RULES ARE NOT FOLLOWED.
WO: 226719-0000078.03 SHEET No. 2 OF Z
CLIENT/CONTRACTOR: CITY OF LA QUINTA
NIV�5
PREPARED BY: DB DATE: 12-04-20 99
42-820 COOK ST., 8UITE 104 PALM DESERT, CA 02M CHECKED BY: DATE:
700.341.3101 TEL 700.341.5900 FAX WWW.IV&COM SCALE: 1" = 20' CREW: &IVi)�t15,IGx�,PA.t!
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: IID OVERHEAD CROSSING LOCATIONS
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION/VICINITY: SILVERROCK WAY AT ALL—AMERICAN CANAL
PLAN: (MBI)
NORTH
OFFSET & DESC.: ON PL AND 10' OS PL (PROPERTY LINE) UNLESS NOTED OTHERWISE
STAKED ELEVATIONS TO: NOT PROVIDED .. (LINE ONLY STAKES)
REFERENCES & REMARKS:
PLAN NOTES/STAKING CHANGES: STORED POINTS:
STAKING RECORD: DATE STAKED: Z NOTES BY: CHECKED BY:
1 \ , SE = STAKE ELEV.
\ \ 10470 ,
1 67 1 20.000
20. 00 ,
\
L PL AT CITY \ASEMENT
PL T PR 0 PUE
\\ 10471 \
\
\ 20.000
PL AT PR POSED PU \
10468 1 � 10475
20.000 0.000
L AT IID AS \ \ F� AT CV EAS MT NLY \
\ \
\
\ \ \ 10474
\ \ \ 20.000
PL AT C D E SEMT NLY
\ \ \ \
\ \ \ 10473
20.000
\ \ \ \ PL AT MAP PUE LY
20.006 \ \ 1 \
1 1 1 \ 10472
20.000
10469 \ \ \ PL ATCVWD EASMENT SLY
20.000 \ \ \ \ \
PL AT CITY EASEMENT \ \ \ \
\ 1 1 \
'1 `• 1 1 1
\
*** 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.