NV5 Daily and Staking Grade Sheet 2019-11-08 Sewer LinesProject Name: S I LVF-RRQGk pAg IS 1/-N uE SITE Client: 01 Tel D-F L-4 00/A)Ta
Job Number: z2G-719-Dooay7P. o3 Weather:
Date: 11 zi� 1! 9 —_
Work ordered by: FRAN k k I EM of .SA6055DtJ EN67, at Z PI" 1 on ) I S I
Work Order received by: of Nolte at on
Client has ordered staking per: ❑ Approved Plans ❑ Unapproved Plans
Personnel ..
Survey Manager S
Senior Surveyor
S7
77
Associate Surveyor
S8
Assistant Surveyor
S9
Junior Surveyor
S]
Senior Party Chief
S2*
C I1/A4S
Associate Party Chief
S2*
Assistant Party Chief
S2*
Associate Field Surveyor
S2*
Assistant Field Surveyor
S2*
Junior Field Surveyor
S2*
C-Oct)RA hd
-Uerawl Laoor c:aae
Detailed
Work Request
Request
Completion Date
- K;
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ReportDetailed Work
S ZS °/S
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vT. SOAn , STAK
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o):�F-S.ETS AND S
It Is agreed that the company making the above request is liable for the charges of said request as stated above, If Cllent 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:
AUTHORIZED CLIENT REPRESENTATIVE DATE
Signed: /
— AUTHOMZED NOLTE REPRESENTATIVE UArE
YELLOW: FIELD COPY PINK: CLIENT COPY
iM."
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:
1 t? ¢. - CIA-40 W9 2 : onP
*REQUEST RECEIVED BY: *JOB #: "DATA: *TIME:
NAME:
TYPE OF. STAKING REQUESTED (CURBS, SLOPE STAKING, SEWER, ETC.):
TO BE STAKED PER:
DRAWING NO. SHEETNO. ' LATEST REVISION DATE/A
AREA TO BE STAKED (USE STATIONS IF APPLICABLE):
TO
t
i?61mil Lw�lffabt- Q 29
OFFSET DISTANCE: ON WHICH SIDE? (Right or Left looking up station): pe. Ar40 CLMA.d O CATS
66CAtc.¢ V7 6,WT 9ttog 1.60V.1 ro 0A7STacArA � Loaf'904AT Ta bit6tl.7611410
kl u K l
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: Ili 81 QQ tq
DATE AND TIME SURVEYORS ARE ABLE TO SCHEDULE CREWS:
NV5, Inc.
42-829 Cook Street, Suite 104
Palm Desert, CA 92211
Tel: (760)341-3101
Fax: (760)4694086
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:
t ur,
t l v l
5�_
*REQUEST RECEIVED BY:
*JOB #:
*DATA .
*TIME:
NAME:
INFE OF STAKING REQUESTED (CURBS, SLOPE STAKING, SEWER, ETC.):
TO BE STAKED PER:
DRAWING NO.
SHEE NO. I
AREA TO BE STAKED (USE STATIONS IF APPLICABLE):
LATEST REVISION DATE/A
t E. U4 _j�1251 Qom`
OFFSET DISTANC : ON WHICH SIDE? (Right or Left looking up station):
IC7 OVF LTu-0 141Z - t Z U
SPECIFIC INSTRUCTION (Be specific — mark up and fax portions of plans for clarity):
%rAg F'oz S40CtL - foa,fm`l -To Yu'C ii
* CONTRACT INFO:
* IS WORK REQUESTED INCLUDED IN CONTRACT? YES NO
DATE AND TIME REQUESTED FOR SURVEY CREW TO BEGIN WORK: IV ! Q" l q
DATE AND TIME SURVEYORS ARE ABLE TO SCHEDULE CREWS:
WO: 226719-0000078.03 SHEET No. OF
CLIENT/CONTRACTOR:_ CITY OF LA QUIMA
NIV15
PREPARED BY: DB DATE: 11-6-2019
42-820 COOK ST., SUITE 104 PALM DESERT, CA 02200 CHECKED BY: DATE:
700.341.3101 TEL 700.341.5090 FAX WWW.NV6.com SCALE: 1 " = 20' CREW: 600445 ^r-H P'A•
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: SEWER LINES
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION ICINITY: THROUGHTOUT SITE
PLAN: G-2, G-3 AND G-5
NORTH
OFFSET & DESC.: 10'OS (INVERT - CL PIPE, SSCO AND SSMH) UNLESS NOTED OTHERWISE.,
STAKED ELEVATIONS TO: INV (INVERT) TMH (TOP OF MANHOLE) TCO (TOP OF CLEAN -OUT
REFERENCES & REMARKS: SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES: STORED POINTS: 100001-100065
STAKING RECORD: DATE STAKED: I1 0' 19 NOTES BY: G I VIIA6 CHECKED BY:
10212
26.40 INV TCO
10' INV CL SSCO END
SE
10211
26.40 G `"'i INV F/J3 TC'
30.
,S' t(f OS INV CL SSCO END
26.40 INV SE
I
100 t 10210
24.88 !NV TCO
f .
2,e OS INV CL SSCO AP
28.90 TCA SE
24.88 INV429•�J3
10208
�� z�I•�>� �. 0--24.51 INV
0 Z5� td OS INV CL PIPE
C TCO SE
,
10209 � 9 p ►�
116
G'1, INV 10207
24.88 24.07 C 1-1. 9 7 INV
OS INV CL SSCO AP 5' 1 OS INV CL PIPE
SE C�
10206 ?l Z9, )"s
C,)Z
23.62 G INV
j0 OS INV CL PIPE
SE
10205
23.18 INV TC
a in,
*** 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 13Y 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.
Aj
WO: 226719-0000078.03 SHEET No. OF
CLIENT/CONTRACTOR: CITY OF LA QUINTA
N�V�5
PREPARED BY: DB DATE: 11-6-2019
42-820 COOK ST., SUITE 104 PALM DESERT, CA 92200 CHECKED BY: DATE:
700.841.8101 TEL 700.841.5009 FAX WWWNVECOM SCALE: 1" = 20' CREW:CpIV "Sh'Qc"w R
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: SEWER LINES
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
1
LOCATION/VICINITY: THROUGHTOUT SITE
PLAN: G-2, G-3 AND G-5
NORTH
OFFSET & DESC.: 10' OS (INVERT — CL PIPE, SSCO AND SSMH) UNLESS NOTED OTHERWISE ..
STAKED ELEVATIONS TO: INV (INVERT) TMH (TOP OF MANHOLE) TCO (TOP OF CLEAN —OUT
REFERENCES & REMARKS: SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES: STORED POINTS:
STAKING RECORD: DATE STAKED: NOTES BY: &111A)klS CHECKED BY:
10176 INV TCO
18.83
10' OS INV CL 0 END
SE
10175
INV
18.83
' OS INV CL SCO END
21.76 TCO `
``• L5
18.83 INV
i
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--- --- - 10174 3 INV
18.8.70
l
yd' OS INV CL P E
Z51 SE
-c,
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10173
�18.35 INV
*** 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.
%J
WO: 226719-0000078'.03 SHEET No. OF
CLIENT/CONTRACTOR: CITY OF LA QUINTA
N�V�5
PREPARED BY: DB DATE: 11-6-2019
42-829 COOK ST., SUITE 104 PALM DESERT, CA 02260 CHECKED BY: DATE:
700.341.8101 TEL 700.341.5900 FAX WWW.NV5.COM SCALE: 1 " = 20' CREW:-IVO1,15 ✓'' .-
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: SEWER LINES
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION ICINITY: THROUGHTOUT SITE
PLAN: G-2, G-3 AND G-5
NORTH
OFFSET & DESC.: 10'OS (INVERT - CL PIPE, SSCO AND SSMH) UNLESS NOTED OTHERWISE..
STAKED ELEVATIONS TO: INV (INVERT) TMH (TOP OF MANHOLE) TCO (TOP OF CLEAN -OUT)
REFERENCES & REMARKS: SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES: STORED POINTS: ID)-0' :'.16,5
STAKING RECORD: DATE STAKED: 1, { J.., NOTES BY:IvpN:V CHECKED BY:
rFY••a,'r ro• L rr� �L
af' -
�1 Oi 73
18.35 C h INV \
ip'NV CL PIPE
/ SE
EL Z 3.6 7
10172 INV
18.00
yy
rop F �10' OS INV CL PIPE
SE
JODor� ` g2 2 �. 63
10171 17.64 � C, 5 INV
-•---• ,
Z5 j{f' OS INV CL PIPE
Z5 °is A )-1 D SE
- FG23.7I
I ', c�•Hz 10170
T21G F"" 17.29 INV T Q
`� 10' OS INV CL SSCO AP
26.57 TCO -1 SE
17.29 1
17.29
e, G Z 1 1;,� 20' OS INV CL S O L-0
F 3 ,U'1 R)" SE
-- FL Z2,6t,)
JDOCs10 f A
17.09 �1.09 GS•'S INV
jj
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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
PR10R 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: 11-6-2019
42-020 COOK ST., SUITE 104 PALM DESERT, CA 62200 CHECKED BY: DATE:
700.341.3101 TEL 700.341.5009 FAX WWW.NV6.COM SCALE: 1" = 20' CREW:NP,4,4j
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: SEWER LINES
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION/VICINITY: THROUGHTOUT SITE
PLAN: G-2, G-3 AND G-5
NORTH
OFFSET & DESC.: 10'OS (INVERT - CL PIPE, SSCO AND SSMH) UNLESS NOTED OTHERWISE..
STAKED ELEVATIONS TO: INV (INVERT) TMH (TOP OF MANHOLE TCO (TOP OF CLEAN -OUT
REFERENCES & REMARKS: SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES: STORED POINTS: (cV470 1,10G v3
STAKING RECORD: DATE STAKED: NOTES BY: ep16Ad CHECKED BY:
1 �
r EL ZZ,z�
10168 5 1_j 1 INV
C 16.84
1fd` 0 INV CL PIPE
r ��) SE
23.12 TCO
16.59 INV
1016
16. 65.17 INV F/ zG TCO
�cS' OS INV CL SSCO
z5 SE
INV
;SCO 10166 �G 2F-$��
16.39 C 5.5h INV
)180
1.19 INV 1 0 INV CL PIPE
)' OS INV CL PIPE
'E
10179
16.94 INV
110' OS INV CL PIPE) E�'22'0C
1 165
d SE I 1 14 G 5 Z. INV
' OS IN CL PIPE
� 5 SE
i
1
` 15.88 INV
16.69 INV W
23.09 TMH
TMH ; LZ.I �1 �
E
y� 10164
INV C 6),OSTMH
101781r 15.88
INV
16.69 )d OS t V CL GRINDER
10' OS INV CL GRINDER Zfj� SE
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 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�6
PREPARED BY: — DB DATE: 11-6-2019
42-820 COOK ST., SUITE 104 PALM DESERT, CA 02200 CHECKED BY: DATE:
700.341.8101 TEL 700.341.5090 FAX WWW.NV6.COM SCALE: 1" __ 20' CREW: CAVOA f GGflljl"�1u
SILVERROCK PARK VENUE SITE FCONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: SEWER LINES
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION/VICINITY: THROUGHTOUT SITE
PLAN: G-2, G-3 AND G-5
OFFSET & DESC.: 10'OS (INVERT - CL PIPE, SSCO AND SSMH) UNLESS NOTED OTHERWISE ..
NORTH
STAKED ELEVATIONS TO: INV (INVERT) TMH OP OF MANHOLE TCO (TOP OF CLEAN -OUT
REFERENCES & REMARKS: SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES: STORED POINTS:IcVadl-Iw0Ga
STAKING RECORD: DATE STAKED: I1 /O/19 NOTES BY: '6; jvAlA/S CHECKED BY:
1'
IPE .89 INV TCO
1 ' OS INV CL SSCO
E
G
10188
18.82 1I • Z3 INV G 5 `� TCO
22.46 G0 -1.a OS INV CL SSCO 23.1;
8 IN
j5 :' SE 16.5t
10185 INV TCO
18.11
off'
I�
OS INV CL SSCO AP 10182
C 4 Z INV
TCO G N � SE 17.65 5
INV C�, 10183 T�GZ3 5H 16' OS INV CL PIPE
17.90 C S -6INV SE �L 214 /0
10181
Z51 OS INV CL PIPE 17.40 ;: 6,70 INV
Z5° 'r' I f1SE y�cW OS INV CL SSCO
SE T-t Z�•QZ
6 13 10180
a I 17.19 GGG3 INV
22. 1 TCO ~ ►--�f` 1� OS INV CL PIPE
18. 1 NV I SE E� 3- U
j
r 10179
'
I�p(2 �16.94 C 6:�16 INV
OS INV CL ~r PIP
SE 1
100D zr 23.98 TCO ZS
10184 INV TCO 17.40 INV
18.11 '
10' OS INV CL SSCO AP ��
SE � _15.88
16.69 INV W -
23.09 TMH
TMH
INV 10178�
16.£9
10' OS INV CL GRINDER
SE
*** ATTENTION *** !VOTE 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.
THI 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: 11-6-2019
42-820 COOK ST., SUITE 104 PALM DESERT, CA 02200 CHECKED BY: DATE:
700.341.8101 TEL 700.341.5000 FAX WWWM5.COM SCALE: 1" = 20' CREW: & VAIII)S/Gol—ORM
SILVERROCK PARK VENUE SITE ff CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: SEWER LINES
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBQ
LOCATION ICINITY: THROUGHTOUT SITE
PLAN: G-2, G-3 AND G-5
NORTH
OFFSET & DESC.: 10' OS (INVERT — CL PIPE, SSCO AND SSMH) UNLESS NOTED OTHERWISE..
STAKED ELEVATIONS TO: INV INVERT TMH TOP OF MANHOLE) TCO (TOP OF CLEAN —OUT)
REFERENCES & REMARKS: SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES: STORED POINTS:1�/-!_'sic=�C-�1
STAKING RECORD: DATE STAKED: II Pi1i9 NOTES BY: &IVAA4r CHECKED BY:
SWRJJf
10193
19.1INV G D,l 42 TCO
9;18
�
Q 10' OS INV CL SSCO
SE
22.87 10192 t: L z"y I'
19.18 INV \ 19.04 C y1-09 INV
d' OS INV CL PIPE
Z5 SE
-
10191
89 .. ` INV
OS INV CL PIPE'`
/]
s
wZT
1 0 fL�.
18.74 G 1
w O C IPE
22.46 0
18.82 1
1 avc:��a
fb,Z3 Tco ti
�:j,z2 23 1
1
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S -b 18159
} S T LAT 2 g8� TCO
18. INV
I�Uzs� 4
T INV 10187
18.59�a1
OS V CL.SSCO AT LAT
S 22.7 TCO
*** 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�V15
PREPARED BY: DB DATE: 11-6-2019
42-820 COOK ST., SLATE 104 PALM DESERT, CA 02200 CHECKED BY: DATE:
700.341.8101 TEL 700.341.5000 FAX WWWHV&COM SCALE: 1 " = 20' CREW: &%VIl &I S�G 'f,�fJISI
SILVERROCK PARK VENUE SITE T CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: SEWER LINES
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION/VICINITY: THROUGHTOUT SITE
PLAN: G-2, G-3 AND G-5
NORTH
OFFSET & DESC.: 10'OS (INVERT - CL PIPE, SSCO AND SSMH) UNLESS NOTED OTHERWISE..
STAKED ELEVATIONS TO: INV (INVERT) TMH (TOP OF MANHOLE) TCO (TOP OF CLEAN -OUT)
REFERENCES & REMARKS: SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES: STORED POINTS: /6ecv/ . Iqa:;i6S
STAKING RECORD: DATE STAKED: 11 $ / NOTES BY: 6,IVAA15 CHECKED BY:
10199
21.22 C L I INV
10, Os 'CL PIPE
t
10198 FL 24,5,
-. 20. 70 51'� 5 111V
/ OS I V CL PIP
SE " 2 3
10 97, _F�
20. 8 G INV T
' OS INV CL SSCO
S
ZS'
10196 G ) !
19.97 .
23.96 TCO
20.18 INV ♦.. �e OS INV:CL P.
2
101
r' 1 .71 INV
OS N CL PIPE
'SE
el z3,77
_ 10194
�9.44 G -)-33 INV
'
OS INV CL PIPE
SE
"A
19.6 NV
F SWR X
10193
*** 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: 11-6-2019
42-820 COOK ST., SLATE 104 PALM DESERT, CA 02200 CHECKED BY:.. DATE:
700.341.3101 TEL 700.341.5000 FAX WWWNV&COM SCALE: 1 " = 20' CREW: GIV A45 c.,xl !
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: SEWER LINES
B.M. DESC. & ELEV. (MBO
HORIZONTAL CONTROL: (MBI)
LOCATION/VICINITY: THROUGHTOUT SITE
PLAN: G-2, G-3 AND G-5
NORTH
OFFSET & DESC.: 10' OS (INVERT - CL PIPE, SSCO AND SSMH) UNLESS NOTED OTHERWISE..,
STAKED ELEVATIONS TO: INV (INVERT) TMH (TOP OF MANHOLE) TCO (TOP OF CLEAN -OUT
REFERENCES & REMARKS: SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES: STORED POINTS:
STAKING RECORD: DATE STAKED: NOTES BY:.,: CHECKED BY:
JL
10205
23.18 C- [y,0 INV G2 33 TC
�10' OS INV CL SSCO
SE
27.02 FCO gL Z9116
23.18 INV 10204
22,96 G Zn INV
�YI� OS INV CL PIPE -
L 5 SE -
,fit ZS z
03
22.70 C- 7-INV
22
OS INV CL PIPE
Z6/ SE
f�.
-2
�L 'I'L)
10262
22.44 $. IN
0' .OS IINV CL IPE
25 SEA J
-
1 201 6 3, INV
r2 1-8 :. TGo
r �V S' .INV CL CO.
E
14
_
26.43 TCO�,. 102901q
22.18 INV 2 .
.14,- 05 . I
ZS SE
1�
I
*** ATTENTION *** (VOTE 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 W THE ABOVE RULES ARE NOT FOLLOWED.