NV5 Daily and Staking Grade Sheet 2019-10-10 Parking LotIC(
Wrl1C: Urriut I,UPY YtLLUW: FItLU UUPY PINK: CLIENT COPY
WO: 226719-0000078.03 SHEET No. OF 7
CLIENT/CONTRACTOR: CITY OF LA QUINTA
NIV15
PREPARED BY: DB DATE: 10-9-2019
42-820 COOK ST., SLNTE 104 PALM DESERT, CA 92200 CHECKED BY: DATE: )
" 30' CREW: TO) -1-
760.341.3101 TEL 760.341.5099 FAX WWW.NV5.COM SCALE: 1 = /
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: PARKING AREA EDGING
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION VICINITY: PARKING AREAS
PLAN: SHEETS G-3, G-4, G-5, G-6
NORTH
OFFSET & DESC.: 3' OS STEEL EDGING (SEE DETAIL SHT L 1.10 F) UNLESS NOTED OTHERWISE
STAKED ELEVATIONS TO: FG (FINISH GRADE)
REFERENCES & REMARKS: SE = STAKE ELEV.
PLAN NOTES STAKING CHANGES: STORED POINTS: ' f U% — 01/1,' 7
STAKING RECORD: DATE STAKED: NOTES BY: 5jN CHECKED BY:
10058
/25.160 FG
3' OS FG EDGE
T SE
10059
4.970 FG
S FG EDGE
10013 24.97 / S (_�
26.520-"
1
EDGE10012
0
_ FG 26.350
3' OS FG EDGE 1 DON
SE /Z. to � ® 25. 200._ (, FG
3 La 5' OS FG EDGE CORNER
V 10011� SE �
FG 26.180 � S Z �
3' OS FG . GE
SE �S r L 10005 1 L `J
1001025.200 1 FG
�
FG
3' OS FG EDGE 10' 0S FG E 2 4)=0 CORNER
SE 10009-
FG25.840� 25-10 l — FG
3' OS F GE 3' OS
SE �S 7 � �OS F� EDG_ BC
aas SE l
S_ FG25.la670
3' OS ��G EDGE C
SE LIA zs. 10002
q 10007 25.415 FG
FG25.500 3' OS FG MO
j- 3' OS FG +EDGE CORNER_ SE � � cl 0
SE LI
'�
i� 10006
FG25.500
3' OS FG EDGE ORNER
SEZC.fI��
D 10001
FD15.730
3' OS FS EC �DGE
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. Z OF
NIV�5
-7
CLIENT/CONTRACTOR: CITY OF LA QUINTA
PREPARED BY: DB DATE: 10-9-2019
42-829 COOK ST., SUITE 104 PALM DESERT, CA 92200
CHECKED BY: DATE:
760.341.3101 TEL 760.341.5090 FAX WWW.NV5.COM
_
SCALE: 1 " = 30' CREW:
SILVERROCK PARK VENUE SITE
CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS:
PARKING AREA EDGING
B.M. DESC. & ELEV.
(MBI)
HORIZONTAL CONTROL:
(MBI)
LOCATION VICINITY:
PARKING AREAS
PLAN: SHEETS G-3, G-4, G-5, G-6
NORTH
OFFSET & DESC.: 3'OS STEEL EDGING (SEE DETAIL SHT. L1.10 F) UNLESS NOTED OTHERWISE
STAKED ELEVATIONS T0: FG
(FINISH GRADE)
REFERENCES & REMARKS:
SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES:
STORED POINTS:
STAKING RECORD: DATE STAKED:
NOTES BY: CHECKED BY: +
-;..�
�� 10028
10042
FG 28.900�-0-
�27.900 FG
3' OS FG E GE IiP
3' OS FG EDGE
SE
3 10027 '�
0 FG
SE
10043
�
28.760a--
27.800 PU
3' OS F,q EDG�g
3' OS FG � GE
SE Z , . 7
�' SE `' 47 q
r !
10044 [ j
27.600 FG
10026
3' OS FG EDGE
FG 28.600 --
SE '-� -7
SE OFF ` FG E ��
10045
E /�
D �
f
�� .FG
27410
31.QS FG EDGE
SE u 7 i%
10025
FG 28.430
10046 r- 0
3' OS FG ED E
SE Z ]�3'
27.210 FG
OS FG EDGE
��yy
SE = "7 II S 01G
10047
10024
�•" b I
! 27.010 � FG
FG 28 26p
,.3' J
� QS FG EDGE
OS FG EDGE
SE 7- � ? �
1,3'
E 4 0 Y
.0�
10048
0 7 10023
1-
� 26.900 FG
FG 28.090�~fl"
ps, FG £ ATT PCC
G�EYGE
SE
SE05
_ 10�
3 4049Y � L] Z
—FG
_ �r26.790 �FG
3' OS FG EDGE
10022
LJ FG 27.930
r 5E
3.' OS FG � cl
SE L& I I
10050 1) �—
26.580 �FG
.�-- 10021 27 a ,_ 3' OS FG £DGE
Q
FG 27.900
SE �(p IbC(
3' OS FG EDGE AT PCC —�
•�� SE L � C1 Z- 10051
** 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.
NI V15
WO: 2 - 26719
42-000Qp7B.O3 SHEET No. OF
34 COOK ST„ g�TE 104 CLIENT/CONTRACTOR: CITY OF LA QUINTA
7803tS101 TEL PALM
T8QS41.6888 FAX DESERT, CA 82280 PREPARED BY: _ DB
S1L�FRR�GIC PARK
CHECKED BY: DATE: 10-s-2o1s
DATE-
Rt� VLc(V U� SITE SCALE: 1 " 30' CREW: D� 1v �,
M. DESC_
I , DESCEj CONSTRUCTION STAKING GRADE SHEET
B - PARKING AREA EDGING
HORIZONTAL CC ONTROLP., Nsv
LOCATION VICINI7?;
: �MB1)
•
NoR7-H PLAN: PARKING AREAS
STAKED ELF SHE
OFFSE7 E7S G-3 G-4, ATIONS T0: & DESC.: G-5, G-G
REFERENCES 3 OSSTEEZ EDGING
& REMARKS: FG (SEE DETAIL PLAN NOTE57A SHT. L 1.10 F) UNLESS NOTED OTHERWISE
S/(FINISH
STAKING REC KING CHANGES: GRADE)
ORD: DATE
STAKED: SE = STAKE ELEV
STORED POINTS:
NOTES BY: 1;ti} CHECKED BY:
�- 10035
3' 05 F� EDGE FG 2$.400
ge 27, DGE CORNER
FG 10034
3' OS FG ED 28.400
SE z �1 �E CORNER _�_; 10❑
02
FU iB4 27.5 1 G
FG 28100,33
.510 � 3' 0 FG ED E CO ER
SE °s FG3
i GE 2zs'-fly10. 7 G
FG 10033' O FG E
2 0
3' OS G 28D6 3' D E COR R
Se FSE
? 67 10038 ;1
27.620
F'G 10031 3
OSFGE
3. OS Sir2E pCC Ta3 SE —1 , r
F G 21 10039 f' 0
FG 10030 27.730 G
3' OS F 26.7S0 3' OS FG 5?GE
v
5E -7 �GEDGE SEZ7a
-
10040 0ea
FG 10029 27.740 ��` FG
28•875 3' OS FG EDGE AT PCC
SEFGDGE SE
_ -10I z
�F1002g 27.84
G .840 �` �/ ✓FG
3' 28.900--- -• 3' OS_ FG EDGE
E FG EDGE {gyp SE 1 -2 `72
1 77 s 10042
FG 10027 27.900 r o '-2FG
28.760 3' OS FG EDGE
Cry �Aurr ��-• SE
TION"SE�'r'�r Tws OLWj)�r��Sh
ew rarDWhe FaR v� *** g7TENTl r� 10043
of uc GQAV V �,L W L at e� onr cis IN us?nrc THE �N ***40E NOT 27.800 FG
'ONSWIL� iVDT J 'IN � u+lIq s� � rOP SCOPE � sc Lg�> n rarav rNC�1VTRACTOR
BE RESP0NS/BL Uku ar INE OTHER SgF � E rr SHA� OM S`0 'HAT ANY AR$ATIQN FOR rHE �FRCIMUA rtON OF 5TRW�{7 gppp� at MAYRS, DRAINArE E DETECTED, ANDCI NU CASEECT
ANY
ANY ERRr]�v
NIV15
42-820 COOK ST., SUITE 104 PALM DESERT, CA 92260
760.341.8101 TEL 760.841.5999 FAX WWW.NV5.COM
SILVERROCK PARK VENUE SITE
WO: 226719-0000078.03 SHEET No.� OF 7
CLIENT/CONTRACTOR:_ CITY OF LA QUINTA
PREPARED BY: DB
CHECKED BY: _
SCALE: 1 " = 30'
DATE: 10-9-2019
DATE: _
CREW:
CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: PARKING AREA EDGING
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION VICINITY: PARKING AREAS
PLAN: SHEETS G-3, G-4, G-5, G-6
NORTH OFFSET & DESC.: 3' OS STEEL EDGING (SEE DETAIL SHT. L 1.10 F) UNLESS NOTED OTHERWISE
STAKED ELEVATIONS TO: FG (FINISH GRADE)
REFERENCES & REMARKS: SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES: STORED POINTS:
STAKING RECORD: DATE STAKED: NOTES BY: L/V CHECKED BY:
10020
�
27.73E
OS FG EDGE
SE
10019�
27.54E -
3' OS FG EDGE
SE ?- 75(
=' /
FG 10018
27,36E 1-
S �
OS FG EDGE 14713•
SE !3 J ��`
_ 10051 C i1
26.38E L ' FG
3' OS FG Z-)
SE L(p U
10052 �" FG
J26.170
3' SE FG EDGE
5E G _ Lfj %I l U7
10053
25.97E
3 0.5LFG � �DG
SE
1005 �FG
25.8E
3' OS FG EDGE AT PCC
10055
4 10017 p--25.76E25.760
zs.s
�
i�FG 27.170 3' 0 EDGE
3' OS FG EDGE SE ' �1
SE P am. 56 25.FG
n I� 5.56E
10016 ' Q1S FG EDGE
1 • � FG 26,990
L 5 3
3' DS FG EDGE 10057 I•UFG
SE 'I. I ` `'
25.36E
r1l 10015 26.8 3' OS�FG ,GE
1.J G 26.80E SE 4.5
3' OS FG EDG f ?CC 10058
SE 1 { 25.160-
j� 11 10014/ 3' OS F
lr �� FG 26,690 SE
3' OS FG EDGE
---
SErI () � �
10013� 24.97
FG 26.520
3' OS FG EDGE
Z, In
SE 1 ".. ' -' ` / z � I
*** 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 IN GRADE OF FINISHED WORK 1F THE AROW R111 F.S ARF Nf)T Fnr r nWFn
WO: 226719-0000078.03 SHEET No. OF
NIV15 CLIENT/CONTRACTOR: CITY OF LA QUINTA
PREPARED BY: DB DATE: 10-9-2019
42-829 COOK ST., SUITE 104 PALM DESERT, CA 02260 CHECKED BY: DATE:
760.341.3101 TEL 700.341.5099 FAX WWW.NV5.COM SCALE: 1 " = 30' CREW:
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
`—
ROVEMENTS: PARKING AREA EDGING
. DESC. & ELEV. (MBI)
F
RIZONTAL CONTROL: (MBI)ATION
VICINITY: PARKING AREAS
PLAN: SHEETS G-3, G-4, G-5, G-6
NORTH
OFFSET & DESC.: 3'OSSTEEL EDGING (SEE DETAIL SHT. L1.10 F) UNLESS NOTED OTHERWISE
STAKED ELEVATIONS TO: FG (FINISH GRADE)
REFERENCES & REMARKS: SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES: STORED POINTS:
STAKING RECORD: DATE STAKED: NOTES BY: CHECKED BY:
�- 10060
FG CORNER
3' OS FG EDG� CORNER
SE `( yam'
10061
� FQ1.500Jo- al�
®
3' S FG EDGE CORNER
SE
C 10062
FG 21.390�o- �
3' OS
yFGEDGE
SE L l LA ` �J
0"3
10063 �.
FG 21.290�o- _
3' OS FG EDGE
o�� SE `1 37-
10064
FG 21.200
3' OS FG EDG�_ 21.2
SE'ZIZ
_� -� �20.2
l 10065 _
FG 21 430
' OS FG GE
3ED
SE I I{
ff
100r"s
FG 21.640 _
3D' OS FG �
S£ 4
FG21,800
3' OS FG ED
F - 2r
(]17, S(1'Q6
Gti.88O��
3' 05 F�DCZE}�
SE
L
FG 10130
22.30
3' OS FG EDGE 20.9
*** 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. 6;' OF %
NIV15 CLIENT/CONTRACTOR: CITY OF LA QUINTA
PREPARED BY: DB DATE: 10-9-2019
42-829 COOK ST., SUITE 104 PALM DESERT, CA 92200 CHECKED BY: _ DATE:_
760.341.3101 TEL 700.341.5909 FAX WWW.NV5.COM SCALE: 1" = 30' CREW: ��'✓ tTr
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
—
IMPROVEMENTS: PARKING AREA EDGING
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION VICINITY: PARKING AREAS
PLAN: SHEETS G-3, G-4, G-5, G-6
NORTH
OFFSET & DESC.: 3'OSSTEEL EDGING (SEE DETAIL SHT. L1.10 F) UNLESS NOTED OTHERWISE
STAKED ELEVATIONS TO: FG (FINISH GRADE)
REFERENCES & REMARKS: SE = STAKE ELEV.
PLAN NOTES STAKING CHANGES: STORED POINTS:
STAKING RECORD: DATE STAKED: NOTES BY: Ise% CHECKED BY: ~ .
auti-
3' 3' OS FG GE
SE
10068
211
3' OS FG EDGE
�� SE
,0069
FG22.130
3' RSFG 2,2��
�y .
L 1 � 10070
U FG 22.380
3' OS FG� DqZ _
s�
G?
FG2z.s4o
3' 05 FG EDG
E�
� LZ
D
1 4 10072
T(b2.880
J 3' OS SE EDGE�� 22.8
10073
VV FG23.160
3' OS FG EDGE
(] 010074 SE •1.
' F(3.440
3 OS FG ED E�,
10075 P L
i" FG 23.720
t7� 3' OS FG EDGE 2
FG24 000 L3
3' S FG EDGE AT PCC
1007
lb 0 SE L3
aFG 24.2, D
G? ��30 3' OS FG Epf�E_ 2
SE
3' OS FG ED E . 4
SE �� 5 `
1
FG 2❑
*** 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 OFFfCE 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
NIV15 CLIENT/CONTRACTOR: CITY OF LA QUINTA
PREPARED BY: DB DATE: 10-9-2019
42-829 COOK ST., SUTE 104 PALM DESERT, CA 92260 CHECKED BY: DATE:
760.341.3101 TEL 700.341.5990 FAX WWW.NV5.COM SCALE: 1 " = 30' CREW: ~ VL) /oc-,
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: PARKING AREA EDGING
B.M. DESC. & ELEV. (MBI)
HORIZONTAL CONTROL: (MBI)
LOCATION VICINITY: PARKING AREAS
PLAN: SHEETS G-3, G-4, G-5, G-6
NORTH
OFFSET & DESC.: 3'OSSTEEL EDGING (SEE DETAIL SHT. L1.10 F) UNLESS NOTED OTHERWISE
STAKED ELEVATIONS TO: FG (FINISH GRADE)
REFERENCES & REMARKS: SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES: STORED POINTS:
STAKING RECORD: DATE STAKED: NOTES BY: CHECKED BY: [� .
10076 SE '
_� o O FG24.000
O O 3' OS FG EDGE AT PCC
10077 SE
O FG 24.210
10078
FG24.430 3' SE FG EDGE
O 3' OS FG EDGE
SE
:R 1 r' D�Yu,LI
01-
F . 20
5 F4G E❑ 4.52F.
SE
11
-FG
DRNER
{ FG 24.24FS ,
-� 1 � L�
EDG BC
n}��FG 10083 24.68FS
l 25.200
3' OS FG EDGE MOC 2
Ew 73 24.5FG
�2
)2 FG • FG 10082
11
FG MO 25.500 24.9FG
OS FG 1
SE . eRC 25 5FG
J C
`�
S
1 QOL80J 26-mrS
Fczs.a2a��,
�- ,
3' OS FS EDGE BC
SE S C1Z
l 25.3 G
10087 2
10081
5AA-
�5.760 25.FG
-
OS FG EDGE L} 3' OS FG EDG5. CDR
2
SE -LS 5(0 10085 SE "Lt 5
FG
24.900 10086 a4 t ��
r b -'FG
IDS F -EDGE CDR 25.5M
3' OS FG EDGE COR
SE `j 1" ?�
10084
�- FG24.900 SE r�
5' OS FG EDGE COR I
SE Z Cj-
*w 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.
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 FOLLOWED.