NV5 Daily and Staking Grade Sheet 2019-11-12 Water LinesWHITE: OFFICE COPY YELLOW: FIELD COPY PINK: CLIENT COPY
WO: 226719-0000078.03 SHEET No. A OF 5
CLIENT/CONTRACTOR: CITY OF LA QUINTA
NIV�6
PREPARED BY: DB DATE: 11-11-2019
42-820 COOK ST., SUITE 104 PALM DESERT, CA 02200 CHECKED BY: DATE:
700.341.8101 TEL 700.341.6000 FAX WWW.NV6.COM SCALE: 1 " = 40' _ CREW: L.
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: CENTERLINE OF TRENCH - WATERLINES UNLESS NOTED OTHERWISE
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION ICINITY: THROUGHTOUT SITE
PLAN: G-2, G-3 AND G-5
NORTH
OFFSET & DESC.: 10, CL (CENTERLINE OF TRENCH OR PIPE)
STAKED ELEVATIONS TO: FS/FG (FINISH SURFACE / FINI"H GRADE)
REFERENCES & REMARKS: rO L`[{ .E_� H _� 1 � 3 SE =STAKE ELEV.
PLAN NOTES STAKING CHANGES: 16 Z3 7 F STORED POINTS:' zv
STAKING RECORD: DATE STAKED:
NOTES BY: CHECKED BY:
G
1 30
39 0 FG 1-.
10- S CL TR,fNC BEND C���L, 10 2
G
SE 3 -7 7 40
10' S C AP
102311 5 3 C t G1
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0.00-10 E
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0.003 SE 0.00 1
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0.00
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SE J ,� 0� 10244 10' 0 H
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0.00
** ATTENTION *** NOTE TO CONTFL4CTOR
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 QUANTA
NIV�5
PREPARED BY: DB DATE: 11-11-2019
42-829 COOK ST., SUITE 104 PALM DESERT, CA 92200 CHECKED BY: DATE:
760.341.3101 TEL 700.341.5000 FAX WWWNV5.COM SCALE: 1" = 40' CREW: _W!/Vv
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: CENTERLINE OF TRENCH - WATER LINES UNLESS NOTED OTHERWISE
B.M. DESC. & ELEV. (MBA)
HORIZONTAL CONTROL: (MBI)
LOCATION VICINITY: THROUGHTOUT SITE
PLAN: G—Z G-3 AND G-5
NORTH
OFFSET & DESC.: 10, CL (CENTERLINE OF TRENCH OR PIPE)
STAKED ELEVATIONS TO: FS/FG FINISH SURFACE / FINISH GRADE)
REFERENCES & REMARKS: pis SE = STAKE ELEV.
PLAN NOTES STAKING CHANGES: b I IZ 1 STORED POINTS: Ci f' rj
STAKING RECORD: DATE STAKED: 0NOTES BY: ]LA.) CHECKED BY:
l
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(p 1 251 STREAM:
00 WS=21.0 8Q 1 iOM=19.0
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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.
WO: 226719-0000078.03 SHEET No. e OF 5
CLIENT/CONTRACTOR: CITY OF LA QUINTA
N�V�6
PREPARED BY: DB
DATE: 11-11-2019
42-820 COOK ST., SUITE 104 PALM DESERT, CA 02200 CHECKED BY:
DATE:
700.841.8101 TEL 700.341.5900 FAX WWW.NV5.COM SCALE: 1 " = 40'
CREW: 77 tA.1/J
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: CENTERLINE OF TRENCH - WATER LINES
UNLESS NOTED OTHERWISE
B.M. DESC. & ELEV. (MBQ
HORIZONTAL CONTROL: (MBQ
LOCATION/VICINITY: THROUGHTOUT SITE
PLAN: G-2, G-3 AND G-5
NORTH
OFFSET & DESC.: 10, CL (CENTERLINE OF TRENCH OR PIPE)
STAKED ELEVATIONS TO: FS/FG (FINISH SURFACE / FINISH GRADE)
REFERENCES & REMARKS:
SE = STAKE ELEV.
PLAN NOTES STAKING CHANGES: STORED
POINTS:
STAKING RECORD: DATE STAKED: NOTES BY: I CHECKED BY: AY
10272
0.00
� I
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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
SUCH DISCREPANCY IS FOUND, IT SHALL BE REPORTED TO THE ENGINEER PRIOR TO CONSTRUCTION.
GRADE MAY BE DETECTED, AND IN CASE ANY
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
NIV�5 CLIENT/CONTRACTOR: CITY OF LA QUINTA
PREPARED BY: DB DATE: 11-11-2019
42-820 COOK ST., SUITE 104 PALM DESERT, CA 02200 CHECKED BY: DATE:
700.341.3101 TEL 700.341.5909 FAX WWW.NV5.COM SCALE: 1"- = 40' CREW:
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: CENTERLINE OF TRENCH - WATER LINES UNLESS NOTED OTHERWISE
B.M. DESC. & ELEV. (MBQ
HORIZONTAL CONTROL: (MBI)
LOCATION/VICINITY: THROUGHTOUT SITE
PLAN: G-2, G-3 AND G-5
NORTH
OFFSET & DESC.: 10'CL (CENTERLINE OF TRENCH OR PIPE)
STAKED ELEVATIONS TO: FS/FG (FINISH SURFACE / FINISH GRADE)
REFERENCES & REMARKS: SE = STAKE ELEV.
PLAN NOTES STAKING CHANGES: STORED POINTS: 10-2' yUZ 7s
STAKING RECORD: DATE STAKED: NOTES BY: CHECKED BY:
10' OS CL PIPE L-0
SE �Y' r. 0296
FG
10' OS E BEND
0.00 ,1r r.:i4: ;1: rat =iti ,•:
..:,> :.�__ U
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SE 21. :.21.50 FG
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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.
WO: 226719-0000078,03 SHEET No.�2c
OF
CLIENT/CONTRACTOR-. CITY OF LA QUINTA
N�V�5
PREPARED BY: DB DATE:
11-11-2019
42-820 COOK ST., BUTE 104 PALM DESERT, CA 92200 CHECKED BY: DATE:
40'
II)L
700.341.8101 TEL 700.841.6909 FAX WWW.NV6.COM SCALE: 1" = CREW:
(,A-)
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: CENTERLINE OF TRENCH - WATER LINES UNLESS NOTED OTHERWISE
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION/VICINITY: THROUGHTOUT SITE
PLAN: G-2, G-3 AND G-5
NORTH
OFFSET & DESC.: 10, CL (CENTERLINE OF TRENCH OR PIPE)
STAKED ELEVATIONS TO: FS/FG (FINISH SURFACE / FINISH GRADE)
REFERENCES & REMARKS:
SE = STAKE ELEV.
PLAN NOTES STAKING CHANGES: STORED POINTS:
STAKING RECORD: DATE STAKED: NOTES BY: 7S kA--� CHECKED BY:
Y023.50
10275 7
�" �• } FG
OS CL PIS BEND -10'
10' PIPE BEND
�CL
SE �3 ZLI
'TT
10274
d-0.00
10' OS CL PIPE --16
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4.La jiP.•'i! '...t .
10296
21
10' OS CL PIP
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STREAM: SE 'i''s:;
4 s.,
95
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WS=21.0 BOTTOM=19.0 21.
10272 ;:, ` k 97
0.00 :? ` 1.50 0' OS
OS CL PIPE L C ` E CAP
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10' OS CL TF
*** 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 ❑UINiA
N�V�5
PREPARED BY: DB DATE: 11-7-2019
42-820 COOK ST., SUITE 104 PALM DESERT, CA 92200 CHECKED BY: _- DATE:-_
700.841.8101 TEL 700.841.5000 FAX WWW.NV5.COM SCALE: 1 120' CREW: :St i-j mul
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: POINTS AT CL OF COMMON TRENCH - WATER LINES
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION VICINITY: THROUGHTOUT SITE
PLAN: G-2, G-3 AND G-5
NORTH
OFFSET & DESC.:
STAKED ELEVATIONS TO:
REFERENCES & REMARKS:
PLAN NOTES STAKING CHANGES: STORED POINTS:
STAKING RECORD: DATE STAKED: ,
- NOTES BY: CHECKED BY:, „ (�
10215
0.000
10229
WT TRENCH
0.000
_ WT CL TRENCH
°
x 10228
0.000
WT CL TRENCH 10226
r ) P 10216 1 25
0.000 0.000
WT CL TRENCH WT CL
' WT CL CH
10224
000
10217 TRENCH
0.000
WT CL TRENCH
I I
10 2❑
`• 022
L TRENCHi
WT E CH
o- r, • 1
10218 10219
0.000 0,000
WT CL TRENCH WT CL TRENCH CL EN H
10221
10227 0.000
0.
a 0.000 WT CL TRENCH ,
-WT CL TRENCH
** 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 i
CLIENT/CONTRACTOR: CITY OF LA QUINTA
N�V15
PREPARED BY: DB DATE: 11-11-2019
42-820 COOK ST., SWTE 104 PALM DESERT, CA 92200 CHECKED BY: DATE:
700.341.3101 TEL 700.341.5090 FAX WWXNVS.COM SCALE: 1 " = 40' CREW: bo
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: POND PUMP STATION VAULT UNLESS NOTED OTHERWISE
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION/VICINITY: THROUGHTOUT SITE
PLAN: G-Z G-3 AND G-5
NORTH
OFFSET & DESC.: 15' OS INSIDE OF VAULT
STAKED ELEVATIONS TO: FF FINISH FLOOR
REFERENCES & REMARKS: SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES: STORED POINTS: q0/il - io/9'/
STAKING RECORD: DATE STAKED: t' NOTES BY: ti ' CHECKED BY:
7 Z� 1'0299
- FF 15.67
15' OS FF INSIDE OF VAU T�
SE
_ I
FF 10300
13.67
'FF T ��
15' OS IDE OF VAULT - - - ---
INSIDE
SE�-
VAULT
FF=13.67
IFF
10301_Z
13.67
15' FF INSIDE OF VAULT
SE L/ 4
w
C" y 10.67
FF
13.67
15' OS FF INSIDE OF VAULT
SE
r
*** 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 2
CLIENT/CONTRACTOR: CITY OF LA QUINTA
N�V�5
PREPARED BY: DB DATE: 11-11-2019
42-820 COOK ST., SUITE 104 PALM DESERT, CA 92200 CHECKED BY: DATE:
700.341.3101 TEL 700.341.5009 FAX WWW.NV5.COM SCALE: 1 " = 20' CREW: �YW IA)C-
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
VENUE SEATING AREA WALLS UNLESS NOTED OTHERWISE
B.M. DESC. & ELEV. (MBI)
ODIMPROVEMENTS:
HORIZONTAL CONTROL: (MBI)
LOCATION/VICINITY: THROUGHTOUT SITE
PLAN: G-5
NORTH
OFFSET & DESC.: S' OS FW (FACE OF WALL)
STAKED ELEVATIONS TO: TF (TOP OF FOOTING)
REFERENCES & REMARKS: SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES: STORED POINTS: `%(p �Io3U
STAKING RECORD: DATE STAKED:
\-2—k 2.kc, NOTES BY: Sim CHECKED BY: Ac
10329
TF 24.00
'
OS TF FW PQ10304
j 1
y r 22.50 TF
t'
- TF 4.00
5' OS TF FW END
SE
s
5' OS TF F COR
SE
-_
305 l� S r
TF '.
10331
TF 24.00
5' OS TF FW END
---
SE 2 q 6 b
---
' 10306
---0---�22.50 }
TF
i 332
5' OS COR
TF 2 •00
10303 l
5' F FW EN
22.50 TF
SE 'L •'
5' OS TF FW ENDSE
�r}T
_
1
28 c --�10307 l -7 {
00 22.50 TF
5 OS FW
OC 5' OS TF 4W P
SE r.L(
_
J SE 23 r
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C.
+
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1 27 5 OS TF F C
T
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2 00 SE -Z ,1
5 OS
w c 10309 r <�
�
SE
.-
Ll 22.50
I `- 10326 OS TF F-�fll POC
`Ole
SE
TF 24.00 �{ SE 2
5'
0 TF F POTQ TF
22 50
SE
' E 1 5' OS � F� POC
0325
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SE
TF FW F
*** 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 E%IS1NG UNDERGROUND PIPELINE OR STRUCTURE, IT SHALL BE E%POSED 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
N�V15
CLIENT/CONTRACTOR:
_
CITY OF LA QUINTA
PREPARED BY: DB
DATE: 11-11-2019
42-820 COOK ST., SISTE 104 PALM DESERT, CA 02200
CHECKED BY:
DATE:
700.341.8101 TEL 700.341.6000 FAX WnM6.COM
SCALE: 1 " = 20'
CREW: uc
SILVERROCK PARK VENUE SITE
CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: VENUE SEATING AREA WALLS
UNLESS NOTED OTHERWISE
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION/VICINITY: THROUGHTOUT SITE
PLAN: G-5
NORTH
OFFSET & DESC.: 5' OS FW
(FACE OF WALL)
STAKED ELEVATIONS TO: TF (TOP OF FOOTING)
REFERENCES & REMARKS:
SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES:
STORED POINTS:
STAKING RECORD: DATE STAKED: V
NOTES BY:
CHECKED BY:
SE 10308
§
1
22.50 TF
Y�5' OS TF F OC
SE
1
10309
22.50 TF5'
2 .50
OS TF F\V P -
J
5' OS TF FW
SE _Z i I -
SE
10312
10313 I U /
22.50 Tf
10310sE
22.50
5' OS TF FW PO
22.50' " TF
5' OS TF FW
SE '
5' OS T FW . OC
.
SE
34
E�`TF
.'A.
22.50
TF
5' OS FW COR
SE
315
i'
2.50 - TF
5 QS TF FW END
r
,
~ 10316
_ i SE _
TF 22.50
10 00� _ (� F
24
5' OS TF FW END
SE Zy
OS' TF COR P
24.
L!
5' S 0
E t
�q 10323
,.fi1S C1t_:
v 24.00
<1•,til:..TF
5' OS OC
7
7�
TF 24.00
L24.00 TF
5' 0 POC
SE
5' FW END
,L Ll 1
10321
'-� TF 24.00
SE
10317
5' 21
24.00 TF
SE 2 J
5' OS TF FW END
SE 2 S r
n
*** 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
SUCH DISCREPANCY IS FOUND, IT SHALL BE REPORTED TO THE ENGINEER PRIOR TO CONSTRUCTION.
A STRAIGHT GRADE MAY BE DETECTED, AND IN CASE ANY
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.