20200820 Staking Notes SD Revised headwallWO: 226719-0000078.03 SHEET No. OF
CLIENT/CONTRACTOR: CITY OF LA QUINTA
DB
l'.'
PREPARED BY: DATE: 8-20-2020
42-829 COOK ST., SUITE 104 PALM DESERT, CA 92260
CHECKED BY: DATE:
700.341.3101 TEL 700.341.6999 FAX WWW.NV6.COM
SCALE: 1 " = 15' CREW:
SILVERROCK PARK VENUE SITE
CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: STORM DRAIN HEADWALL - 54" RCP
B.M. DESC. & ELEV.
HORIZONTAL CONTROL:
0
LOCATION VICINITY: AT EXISTING 54" STORM DRAIN - EAST SIDE OF VENUE SITE
PLAN: CIVILS
- SHEET G9 (3-12-2020)
NORTH
OFFSET & DESC.: 15' OS (CORNER / FACE OF WALL)
STAKED ELEVATIONS TO: INV. (INVERT)
TF (TOP OF FOOTING) UNLESS NOTED OTHERWISE
REFERENCES & REMARKS:
SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES:
STORED POINTS:
STAKING RECORD: DATE STAKED:
NOTES BY: CHECKED BY:
TOD
11243 r ' I " ' = INV. RCP
TOD
16.21 '
15' OS STRUCTURE WING 10+65.75 I'
SE L �_- - TOD
1124
INV. RCP 16.2
11244
15' OS STRUCTURE WING 10+65.75
16.21 INV. RCP
SE I� L
15' OS STRUCTURE WING 10+65.7$
SE I C
11245 - -
�16.21 LINE ONLY
25' OS STRICTURE WING 10+65.75
SE
TOD
P OF
Zti �0 11249 TOW
INV. RCP 116.21 1246 �`
ro
15' OS STRUCTURE WING 10+65.75 �;
�NJ 25' OS FWTF 10+42 SE SILL
1— —
SE
11247
4.008 INV.
_
LINE ONLY 16.21 1
�15' OS FWTF 10+42 SE I
25' OS STRUCTURE WING 10+65.75
�1N'I U�ig
ralUL 1 -
SE
-ax L TOW
11251
p'. ,� -i k� :�11252
TF
LINE ONLY 4.67 1
,2�' "- _ ,1�. U�� 4.00 -
25' OS, COR STRUCTURE 10+42 -
- 8 15' OS FIN SF 10+28
-TOD SE
�11254 FG
SILL
7_) 11250
r cL os5 i 7
.00
g5 RIP -RAP _C_ORNER
SE ( U TOW
INV. 4.67
C
11255�
FG 11253 - LJ
` 15' OS COR STRUCTURE 10+42
7.00
4.00 � F
SE ( �� LI RIP
'' SE
-RAP CORNER t
15' OS FIN TF 1`0+28 SE
J
*** 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/CONTROF LA UINTA
c'�DATE: °
NIV15
PREPARED BYACTORD:B 8-7-2020
CHECKED BY: DATE:
_
42-820 COOK ST., SUITE 104 PALM DESERT, CA 92200
700.341.3101 TEL 700.341.5909 FAX WWW.NV5.COM SCALE: 1 " = 15' CREW:
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: STORM DRAIN HEADWALL - 54" RCP
B.M. DESC. & ELEV.
HORIZONTAL CONTROL:
LOCATION VICINITY: AT EXISTING 54" STORM DRAIN - EAST SIDE OF VENUE SITE
PLAN: CIVILS - SHEET G9 (3-12-2020)
NORTH
OFFSET & DESC.: 15'OS (CORNER / FACE OF WALL)
STAKED ELEVATIONS TO: INV. (INVERT) TF (TOP OF FOOTING) UNLESS NOTED OTHERWISE
REFERENCES & REMARKS' SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES: STORED POINTS:
STAKING RECORD: DATE STAKED: NOTES BY: CHECKED BY:
i -- TOD
11238 .� - INV. RCP �TOD
TOD 16.21
15' OS STRUCTURE WING 11236 INV. RCP
1
CSE
l 7 7OS
116 21 '1�7.37
INV. RCP 5 STRUCTURE WING 10+65.75
15' OS STRUCTURE WING SE
`��
E 1237
I
5F
LINE ONLY5' OS STRUCTURE WING
TOD LINE ONLY
1123411231INV. RCP
4.00 SE 1
7 37 _
of 25' OS TF 10+461 y
15' OS STRUCTURE WING 10+65. 75
OFIN �.?
- 21.i0P LINE NLY TOW
C Ili SILL
,Y
00
, ?( 1
i 17.37
SE 10 -"5I� yIZ� 11230
25' OS STRUCTURE WING 10xF' -k6 4.00 INV.
\NJ
�L
LINE ONLY k 51RO 15' OS FIN TF 10+46
Q
? _ SE
as TOW
- !�)
9Z0�
j 11233 �� .,.19�0 �4�009 � �- TF
SE 4.67
.? ;< 15' OS FIN TF 10+32
•
25' OS COR STRUCTURE SE I1
'
LINE ONLY 1
11227 FG
7.00
TOD 11232 RIP �AP -CORNER
4.67 °� SE
15' OS COR STRUCTURE 10+46 - -!-
C
FIG11228 TOW
SILL SE I 11
4.00
11226 -, 61,•,
Li 7.00 15' OS Fly 10+32
`I INV jF �� TF
- — RIP -RAP CORNER SE
SE ? aTO
++* 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.