20201110 Staking Notes Rotary markupNIV15
42-820 COOK ST., SWTE 104 PALM DESERT, CA 02200
700.341.3101 TEL 700.341.5000 FAX WWW.NV6.COM
SILVERROCK PARK VENUE SITE
WO: 226719-0000078.03 SHEET No. I OF
CLIENT/CONTRACTOR: CITY OF LA QUINTA
PREPARED BY: DB DATE: 10-7-2020
CHECKED BY: DATE:
SCALE: 1 " = 40' CREW: a')
CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: PAVER BAND CURB -ENTRY ROTARY
B.M. DESC. & ELEV.
HORIZONTAL CONTROL:
LOCATION VICINITY: ENTRY TO VENUE SITE
PLAN: CIVIL SHEET 4
NORTH OFFSET & DESC.: 3' OS (INSIDE OF CURB)
STAKED ELEVATIONS TO: FS (FINISH SURFACE) UNLESS NOTED OTHERWISE
REFERENCES & REMARKS: SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES: STORED POINTS:
STAKING RECORD: DATE STAKED: NOTES BY: CHECKED BY:
�/f 11316
U"
11 17
24.66
2 .73
3' OS INSIDE OF CURB
3 OS INS
r
SEZLl �••
1122
11315
24.8
i FS 24:58
S
' OS INSIDE _OF CURB o
O
O
3
I 14
O
2.
OS INSIDE OF CURB
SE -yL0
FS 24.56
3' OS INSIDE OF CURB
JRB
FS
SE S I 3' OS INSIDE O
-� 11311SEU"FS 25.26
3' OS INSIDE OF CURBF3' OS INSIDE OFFS 26 2
3OS INSIDE OF CURB SE 1308
05}� 26.70
7NSIbE OF CURB
SE ; `> I
W Z. 11307
_ 0 --- FS 27.15
3' OS INSIDE OF_ CyqA
SE
I
1 '3'
25.92
R=55'
SE
FS
E OF CURB SE
l ' FS
INS ITiE OF CURB SE
11295' .
93 — FS
p INSIDE OF CURB
E 11296
25.06
97
FS
i1Dt�F CURB ,
SE Z Z/
I
fir FS
11299 L36
'DE OF CURB
`25.34FS SE
3' OS B
5�
E OF CURB -b25.743' OSINS SE 2
3' LIS INSIDE OF
SE2Ll - 1129
__-- 25.3
X 11303
_ y 26.50
3' OS IN;
fj 1304
`7U
Y ` 26.97 F U - FS
' n r 3' OS INSIDE OF CUR,
305 I _ 01 SE 2 �^
8 FS
S INSIDE OF CURB 2 5
Z (p —
11 2 `1(",
2 02 r- U _ FS
3' OS INSIDE OF CURB SE
!- 010 FS
27
SE Z. 5- ��
*** 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.
'HIS OFFICE WILL NOT BE RESPONSIBLE FOR ANY ERROR 1N GRADE OF FINISHED WORK IF THE ABOVE RULES ARE NOT FOLLOWED.