NV5 Daily and Staking Grade Sheet 2019-10-29 Storm DrainProject Name: IZe67wzr l/W""c- Src Client: C:::�7T-fi OF i-A 0c4zJTA
Job Number: 226"11 �I - C}9u O Z8. D3 Weather:
Date:
Work ordered by: 'p72e-0- 7�aXwaA.0 of LRV,,A,%J LTM.T- at on
Work Order received by: of Nolte at on
Client has ordered staking per: Q Approved Plans unapproved Plans [�] -
Personnel
Survey Manager
Code
S
Senior Surveyor
S7
Associate Surveyor
S8
Assistant Surveyor
S9
Junior Surveyor
SJ
Senior Party Chief
S2*
Associate Party Chief
S2*
Assistant Party Chief
S2*
/
Associate Field Surveyor
S2*
Assistant Field Surveyor
S2*
Junior Field Surveyor
52*
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Detailed/•-1 • • Date
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It Is agreed that the company making the above request Is liable for the charges of Bald request as stated above, if Client has ordered staking per
unapproved plans, Client accepts all risk for any additional re -staking costs.
Uf -z i 7
Contract: _ T&M: _ _ _ _ Signed: ,� -wrA ✓� J 1�
Total T&M Charge: $
Signed:
\®1rJ_dI'-,
DATE
WHITE: OFFICE COPY YELLOW: FIELD COPY V PINK: CLIENT COPY
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 NVS's office a minimum of 48 hours in advance of requested
stalking 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:
12 ; x3
*REQUEST RECEIVED BY: *JOB #: *DATE.• *TIME•
_ RENAME:
TYPE OF STAKING QUESTED (CURBS, SLOPE STAKING, SEWER, ETC.):
C)�r`-s1ri��
TO BE STAKED PER:
Li4'i'�_
DRAWING NO.
GT
SHEET NO.
AREA TO BE STAKED (USE STATIONS IF APPLICABLE):
OFFSET DISTANCE: ON WHICH SIDE? (Right or Left looking up station):
LATEST REVISION DATE/A
SPECIFIC INST UCTiON (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:
NIV15
42-820 COOK ST., SUITE 104 PALM DESERT, CA 92260
700.341.3101 TEL 760.341.5990 FAX WWW.NV6.COM
SILVERROCK PARK VENUE SITE
WO: 226719-0000078.03 SHEET No._ "LOF
CLIENT/CONTRACTOR: CITY OF LA QUINTA
PREPARED BY: DB DATE: 10-23-2019
CHECKED BY: _ DATE:
SCALE: 1 " = 20' CREW: 'Tto boC'
CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS:
STORM DRAIN PIPE (ADDED TO PLAN)
B.M. DESC. & ELEV.
(MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION/VICINITY:
EAST PARKING AREA
PLAN:
SHEETS G-5, G-6 REV. zi
OFFSET &DESC.:
5' OS CL UNLESS NOTED OTHERWISE
STAKED ELEVATIONS TO: INV INVERT ELEV TG TOP OF GRATE)
REFERENCES &REMARKS: g `�x1. � .`� �1{fi' ,S f••1 �1) Cibl2� g. g42JO SE = STAKE ELEV
PLAN NOTES/STAKING CHANGES: STORED POINTS: m
STAKING RECORD: DATE STAKED: 1 0 ,i"L / Z *I NOTES BY: ,J CHECKED BY: Vc
10116 7.
16.00 C—INV.
5' OS INV CL INLET l �� y— TG
-0 SE ��i�1D 10115 L43
16.00C D INV.
5' OS INV CL INLET
SE 2.1 1-13
20.00 TG
16.00 INV
I
13.75 INV
10114
13.75
5' OS INV CL SD
SE Z) ,ZI
10113 �q INV.
.50 `'
5' OS INV CL SD
SE I (o , 7'I
�P 10112 fo7-
9.25 — INV.
1 1.50 INV 5, SES I I` V � LZD S
10111 �' (� �NV.
7.00
9.25 INV ` ` �5' CIS INV, J4T FLARE
SE
�' � l 3
7.000 �`—j INV.
5' OS INV AT FLARE
SE 7,15
*** 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 rscwCONSTRUCTION. ArnT Pr' RFc,omicini F rew AAtY FJ?Pr)R IN rPAnF OF FWI.SNFO WORK IF THE ABOVE RULES ARE NOT FOLLOWED
WO: 226719-0000078.03 SHEET No. `-Z- OF 3
NIV�5
CLIENT/CONTRACTOR: CITY OF LA QUINTA
PREPARED BY: DB DATE: 10-24-2019
42-829 COOK ST., SUITE 104 PALM DESERT, CA 92260
CHECKED BY: _ _ DATE:
" 20'
760.341.3101 TEL 700.341.5999 FAX WWW.NV6.COM
SCALE: 1 = CREW:
SILVERROCK PARK VENUE SITE
CONSTRUCTION STAKING GRADE SHEET
—
IMPROVEMENTS: STORM DRAIN PIPE
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION VICINITY: LAWN SEATING AREA
PLAN: SHEETS G-3,
G-5
NORTH
OFFSET & DESC.: 5' OS CL
UNLESS NOTED OTHERWISE
STAKED ELEVATIONS TO: INV INVERT ELEV
TG TOP OF GRATE)
REFERENCES & REMARKS: NIL `' 10 1 ,3 `t� S
SE = STAKE ELEV,
PLAN NOTES/STAKING CHANGES:
STORED POINTS: 0�3, "( I�
STAKING RECORD: DATE STAKED: sa xcl ,go 19
NOTES BY: Imo! CHECKED BY:
10117
7.00 �_ 0j '?INV.
.0
OS INV CL END
,1�5'
SE T 17
10118 c a � INV.
7.00
5' OS INV CL END
SE
10119 _ `] -7WWV,
9.48 C•
5'OSINV CLSD
SEU_0
'INV.
///
11.96
5'OSINV CLSD
SE 1 ? 13
21.50 TG
16.93 INV
10121 -„3 3�
4.45 INV,
°.'.�
'•
5' INV CL SD
fff
`
SE (�
;,.
1 70
10122 fNV. TG
��
17.20 IN
16.93
5' OS INV CL INLET
INV
*** ATTENTION *** NOTE T() 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 FOLLOWS!]•
WO: 226719-0000078.03 SHEET No. S OF 3
CLIENT/CONTRACTOR: _ CITY OF LA QUINTA
NIV�5
PREPARED BY: DB DATE: 10-24-2019
42-820 COOK ST., SUITE 104 PALM DESERT, CA 02260 CHECKED BY:. _ DATE:
"
760.341.3101 TEL 700.341.5999 FAX WWW.NV6.COM SCALE: 1 = 20' CREW: II�G
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: STORM DRAIN PIPE
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION VICINITY: LAWN SEATING AREA
PLAN: SHEETS G-3, G-5
NORTH
OFFSET & DESC.: 5' OS CL UNLESS NOTED OTHERWISE
STAKED ELEVATIONS TO: INV (INVERT ELEV) TG (TOP OF GRATE
REFERENCES & REMARKS: j c � r %-a 1 a s q pI � SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES: STORED POINTS: q's/ •--`/S7
STAKING RECORD: DATE STAKED: IO IZf7jz0f-I NOTES BY: tii t�..i CHECKED BY:
yc�
1.70 10122
16.93 INV. TG
r 7.20 IIV�
5' OS INV CL INLET
O
10.123 (�0 q
17.20 INV
',.OS IN CL INLET ~ `—
r+ E1
10124 _ y �NV.
17: �30
f 5'OSINV C SD
SE. 2 j
20.25 TG 10125 L
17.50 INV-!' 17.40 5N�
5' OS INV . SIB �
10126 5�
17.50 C
_-INV.
5' CIS INV CL END
SE
10127
� 11 C Z 1
17.50 INV, TG
5' OS INV CL END
SE
V
� ro
*** 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.
N:\226719-0000078.03\Survey\Field Data\Upload\Storm Drains\SD ADDED TO PLAN.csv 10/24/2019
STORM DRAIN STAKING- ADDED TO PLAN
10110
2188160.378
6552348.865
7
5'
OS INV AT FLARE
10111
2188167.427
6552348.308
7
5'
OS INV AT FLARE
10112
2188183.497
6552329.485
9.25
5'
OS INV CL SD
10113
2188199.566
6552310.661
11.5
5'
OS INV CL SD
10114
2188215.636
6552291.837
13.75
5'
OS INV CL SD
10115
2188231.705
6552273.013
16
5'
OS INV CL INLET
10116
2188231.149
6552265.964
16
5'
OS INV CL INLET
N:\226719-0000078.03\Survey\Field Data\Upload\Storm Drains\SD AT LAWN AREA.csv
STORM DRAIN STAKING - LAWN SEATING AREA
10/24/2019
10117
2188656.515
6552147.422
7
5' OS INV
CL END
10118
2188649.497
6552148.283
7
5' OS INV
CL END
10119
2188633.934
6552136.124
9.48
5' OS INV
CL SD
10120
2188618.37
6552123.964
11.965
5' OS INV
CL SD
10121
2188602.807
6552111.805
14.45
5' OS INV
CL SD
10122
2188587.244
6552099.645
16.93
5' OS INV
CL INLET
10123
2188567.223
6552084.003
17.2
5' OS INV
CL INLET
10124
2188552.732
6552072.68
17.3
5' OS INV
CL SD
10125
2188538.237
6552061.356
17.4
5' OS INV
CL SD
10126
2188523.745
6552050.033
17.5
5' OS INV
CL END
10127
2188522.884
6552043.015
17.5
5' OS INV
CL END