NV5 Daily and Staking Grade Sheet 2020-05-05 Walks and BathroomProject Name: LZ&7 1 9- 00000.76, 03 Client: C— [ T y G %' L IA 1b,IV 77 -
Job Number: yer1 "aOc1,'- Weather: 12lUT 6 0/opj
Date: -- —z D
Work ordered by: •f )ZE T of L) /—f at on
Work Order received by: of Nolte at on
Client has ordered staking per: ❑ Approved Plans Unapproved Plans n
Personnel..Hours
Survey Manager S
Total Notes
Senior Surveyor
S7
Associate Surveyor
S8
Assistant Surveyor
S9
Junior Surveyor
SJ
Senior Party Chief
S2*
Associate Party Chief
52*
L j
Assistant Party Chief
S2*
Associate Field Surveyor
52*
,
Assistant Field Surveyor
S2*
Junior Field Surveyor
52*
-"IdU [ "Uur 4-out!
Detailed Work Request
S rill-F
3 '
Request Completion Oat
(7 S 70 PAID t)I tD 0 w/4k <, e ge:P,
ReportDetailed Work
)-v
G 12, I--,r'r�, Yam. 7 i 0/ S 7" b S
u P S f D t� k) /nrL ,4
1
o i lD
5 D A CL, A- S
T
c T r=
ig oo nn
It Is agreed that the company making the above request Is liable for the charges of said request as stated above, If Client has ordered staking per
unapproved plans, Client accepts all risk for any additional re -staking costs.
Contract: T&M: Signed.-
Total T&M Charge: $
Signed:
[7AT�
WHITE: OFFICE COPY YELLOW: FIELD COPY PINK: CLIENT COPY
WO: 226719-0000078.03 SHEET No. �_ OF
CLIENT/CONTRACTOR: CITY OF LA QUINTA
NIV�5
PREPARED BY: DB DATE: 5-4-2020
42-020 COOK ST., SUITE 104 PALM DESERT, CA 02200 CHECKED BY: DATE:
700.341.3101 TEL 700.341.6099 FAX WWW.NV6.COM SCALE: 1" = 10, CREW: 3�✓ �N�
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: RESTROOMS BUILDING
B.M. DESC. & ELEV. r " b I. 0 O
HORIZONTAL CONTROL: 0. 00
LOCATION/VI INITY: CENTRAL PORTION OF SITE
PLAN: G5 AND ROMTEC PLAN Al. 1, S7.1 AND S7.2
NORTH
OFFSET & DESC.: 5' OS (FACE OF BUILDING AT CORNER)
STAKED ELEVATIONS TO: TF (TOP OF FOOTING) UNLESS NOTED OTHERWISE
REFERENCES & REMARKS: SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES: STORED POINTS: q0 C,7
STAKING RECORD: DATE STAKED: NOTES BY: CHECKED BY:
2 1.;
1 TF �ry
11020 11021 1 -- TF
21.47 21.47
5' TF BG COR 5' OS TF BG COR
SE _ SE
�—TF
}` 11022
/ 21.47
f f 5' OS TF BG COR
C
f' sE2ZSy
r`
..-. TF
11027
21.47 .
OS 7FCOR
�
5E Z Z �..
F.F.=22.80 0z
11023 Ll
`. TF
21.47
5' OS IF BG COR
SE�Z�%�
�? 11026
TF 21.47
5' O5 BG COR
SE I
11024 -Z
11025 O
TF �_.
21.47----
21.47---_ 5' OS TF BG COR
COR SE
s$
SE 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 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. I OF
CLIENT/CONTRACTOR: CITY OF LA QUINTA
N I v � F-511
PREPARED BY: DB DATE: 5-1-2020
42-820 COOK ST., SUITE 104 PALM DESERT, CA 92200 CHECKED BY: DATE:
700.341.3101 TEL 700.341.5909 FAX WWW.NV6.COM SCALE: 1 " = 20' CREW: Ti-d C.
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: 12' WIDE WALKWAY
B.M. DESC. & ELEV. 0)
HORIZONTAL CONTROL:
LOCATION VICINITY: NORTH END OF SITE
PLAN: G2
NORTH
OFFSET & DESC.: 3'OS EC (EDGE OF CONCRETE)
STAKED ELEVATIONS TO: FS (FINISH SURFACE) LOW SIDE OF WALKWAY UNLESS NOTED OTHERWISE
REFERENCES & REMARKS: SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES: STORED POINTS: ,M 6 0,t
STAKING RECORD: DATE STAKED: Z NOTES BY: `�:iA,' CHECKED BY:
2 6 % 33.03FS 33.21FS 33.15FS
32.35FS ---
a
12• RAD.
31.69FS
/, 11015
0 C
31.2sFs V FS 33.15 FS
11013 3' OS CE FS AT JOIN
s 32.29 SEA i Z
/ 3 OS CE FS PO
.nears SE 1 Jr-
L S
11012 11014 �8
31.63y FS 32.97 t FS
3' OS CE FS POC 3' OS E FS 00
�r
�•.. SE 51 SE d ti F
'11011
31.20 FS
j', OS CE FS PCC I c�
\ SE a�
\\ 1r010 .
J0.77 FS J 2 % 0 A) o c.t,
3 OS CE Fs 8IDGE
3JOIN
SE
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.
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. -2- OF (17
CLIENT/CONTRACTOR:- CITY OF LA QUINTA
PREPARED BY: DB DATE: 5-1-2020
42-029 COOK ST., SUITE 104 PALM DESERT, CA 92200 CHECKED BY: DATE:
780.341.3101 TEL 780.541.6999 FAX WWW.NV5.COM SCALE: 1" = 10, CREW: w vG
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: S' WIDE WALKWAY
B.M. DESC. & ELEV.
HORIZONTAL CONTROL:
1
LOCATION VICINITY: CENTRAL PORTION OF SITE
PLAN: G3 AND G5
NORTH
OFFSET & DESC.: 3' OS EC (EDGE OF CONCRETE)
STAKED ELEVATIONS TO: FS (FINISH SURFACE) LOW SIDE OF WALKWAY UNLESS NOTED OTHERWISE
REFERENCES & REMARKS: SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES: STORED POINTS: ;;, �j ; ' j0 7S I
STAKING RECORD: DATE STAKED: NOTES BY: w CHECKED BY:
�-Dy--FS
10976
22.91
3' OS CE FS ��
SEZ?33
22.95Fs 109861 F �--
22.95 FS
() Z� GB 22.95 3' OS CE FS
FS sE Z S 9
10975
FS 22.82
3' OS CE FS 22.91 FS
10974
SE 22
2280.00�`22.86FS
3' 0 CE FS BC
SE
22.86FS d!3
� 10988
22.86Fs 22.86 FS
` 3' OS CE FS
SE Z W-)
22.82F3
22 80F5
22.77FS
22.75F5 22.59FS 10987 ILf
22.6aF§ FS
22.59
3' OS CE F5
3.
SE 3
�IcreE�D`I evI!T
�z asss
FS
3' OS CE FS E
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. 3 OF
_
CLIENT/CONTRACTOR: CITY OF LA QUINTA
NIVI5
PREPARED BY: DB DATE: 5-1-2020
42-820 COOK ST., SUITE 104 PALM DESERT, CA 92200 CHECKED BY: DATE:
760.341.3101 TEL 760.841.5090 FAX WWW.NV5.COM SCALE: 1 " = 3.0' CREW:
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
8' WIDE WALKWAY
B.M. DESC. & ELEV.
ODIMPROVEMENTS:
HORIZONTAL CONTROL:
LOCATION VICINITY: CENTRAL PORTION OF SITE
PLAN: G3 AND G5
NORTH
OFFSET & DESC.: 3' OS EC (EDGE OF CONCRETE)
STAKED ELEVATIONS TO: FS (FINISH SURFACE) LOW SIDE OF WALKWAY UNLESS NOTED OTHERWISE
REFERENCES & REMARKS: SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES: STORED POINTS:
STAKING RECORD: DATE STAKED: NOTES BY: S w CHECKED BY: o 06-1 q = ,+4 `731
U I` 10982
FS 25.76 25.76FS
3' OS CE FS BC f 6.o0FS
SE'Z S sy
R=$' — .98F5
13 10981 HP 26.00FS
FS 25.68
3' OS CE FS MOC 5 25.92F 25.96FS
Si HP
SE 2 5
10980 25.64FS 25.75FS
U '7 25.60
F0
FS 3' OS CS 25.79FS I 5.84FS
SE 2
f a
O '"' F$ R 10'
\
10979�
24ADe' FS
3' OS CE -FS 25.00FS 10983
SE 2 5 25.79 79 I
r U — FS
3' OS CE FS BC SEZ S
10985
F O 15 10984 -25.84
FS 25.82 3' OS CE FS EC
I I 3' OS CE FS MOC SE S 7/FS
C
U— FS SE 2 5 i
°
31. 24
2431
3' OS CE FS 24.35FS
SE Z L' 14 Z
� 0
FS
10977
23.s$
3' OS CE FS PRC
SE y
— 23.72FS
*** 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-v
PREPARED BY: DB DATE: 5-1-2020
'
42-820 COOK ST., SUITE 104 PALM DESERT, CA 02200 CHECKED BY: DATE:
700.341.3101 TEL 760.341.5000 FAX WWW.NV5.COM SCALE: 1 " = 10' CREW: --Y
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: 8' WIDE WALKWAY
B.M. DESC. & ELEV.
HORIZONTAL CONTROL:
LOCATION VICINITY: CENTRAL PORTION OF SITE
PLAN: G3 AND G5
NORTH
OFFSET & DESC.: 3' OS EC (EDGE OF CONCRETE)
STAKED ELEVATIONS TO: FS (FINISH SURFACE) LOW SIDE OF WALKWAY UNLESS NOTED OTHERWISE
REFERENCES & REMARKS: SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES: STORED POINTS: '7 U
STAKING RECORD: DATE STAKED: NOTES BY:CHECKED BY: '
F I� --FS \
10990
22.88
3' OS CE FS BC
f/ SE 2,z i
0I7 FS 10991
23.02
3' OS CE MOC
/ SE ZZ S
0 10992 .8sF5
0 FS
23.17
3'OSCEFSEC
SE -Z_
23.17 5
23.04FS
23.13FS HP
o 23.32FS 23.09FS
I
FS { C �F-S 10993
23.09
3' OS CE FS BC � _ 23.01 FS
SE23,0c7
rr''
C
V3-1 FS
1
10996 U 7 10994 _
23.28 �J () FS 23.05 �- -
FS
3' OS CE FS POC 3' OS CE FS MOC
10995
SE Z _3 s`I SE Z I `1 23,01
3' OS CE FS E
SE 2 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 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 L9
CLIENT/CONTRACTOR: CITY OF LA QUINTA
V 5".
PREPARED BY:
DB DATE: 5-1-2020
42-820 COOK ST., SUITE 104 PALM DESERT, CA 92200 CHECKED BY:
DATE:
760.341.3101 TEL 700.341.5090 FAX WWW.NV5.COM SCALE: 1 " =
��
20' CREW: J) C'
SILVERROCK PARK VENUE SITE CONSTRUCTION
STAKING GRADE SHEET
IMPROVEMENTS: 8' WIDE WALKWAY
B.M. DESC. & ELEV.
HORIZONTAL CONTROL:
LOCATION VICINITY: CENTRAL PORTION OF SITE
PLAN: G3 AND G5
NORTH
OFFSET & DESC.: 3'OSEC (EDGE OF CONCRETE)
STAKED ELEVATIONS TO: FS (FINISH SURFACE) LOW SIDE OF WALKWAY
UNLESS NOTED OTHERWISE
REFERENCES & REMARKS:
SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES:
STORED POINTS:
STAKING RECORD: DATE STAKED: NOTES BY:
CHECKED BY: 906-,
Cows
ws
25.85FS
HP
dfWS /\
th
3
U44FS 23.51FS
FS
10997
23.47
11003 I
25.46
3' PS CE FS POC
SE 3 y?
�� "
C
3' OS CE FS SE U --� FS
C a y FS 24.48
C b l
I O
11002 FS 3 OS CE FS
23.66 FS
3' OS CE FS PRC
25.17 11001 SE q (o-5--
SE S 7
3' OS CE FS 24.88
SE 2 &0 3'OSCEFS
SE Z LI � a
10999
24.04�-
3'CIS CEFS
5F
�n rr�y�EI 11018 11019 �s2
FS
FS 25.02 24.98
3' OS CE FS AT BENCH PAD 3' OS CE FS AT BENCH PAD
SE Z S SE L 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
SUCH DISCREPANCY IS FOUND, IT SHALL BE REPORTED TO THE ENGINEER PRIOR TO CONSTRUCTION.
FROM 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
PRIOR TO CONSTRUCTION.
AND THE ELEVATION AND LOCATION VERIFIED BY THE ENGINEER
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
�3
I CLIENT/CONTRACTOR: CITY OF LA QUINTA
PREPARED BY: DB DATE: 5-1-2020
42-829 COOK ST., SUITE 104 PALM DESERT, CA 02200 CHECKED BY:- DATE:
700.341.3101 TEL 700.841.5000 FAX WWW.NV5.COM SCALE: 1 " = 20' CREW: �J fti G
SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET
IMPROVEMENTS: 8' WIDE WALKWAY
B.M. DESC. & ELEV.
HORIZONTAL CONTROL:
LOCATION/VICINITY: CENTRAL PORTION OF SITE
PLAN: G3 AND G5
NORTH
OFFSET & DESC.: 3'OSEC (EDGE OF CONCRETE)
STAKED ELEVATIONS TO: FS (FINISH SURFACE) LOW SIDE OF WALKWAY UNLESS NOTED OTHERWISE
REFERENCES & REMARKS: SE = STAKE ELEV.
PLAN NOTES/STAKING CHANGES: STORED POINTS: Cp) ,.I_`l 7.
STAKING RECORD: DATE STAKED: 0 NOTES BY: CHECKED BY:
L71� FS
- 23.68
3'OSCEFS-7�
SE
fJ �
C 6 FS 11008
24.05�
3' OS CE FS PRC
SE
C t>O Z FS 11007
24.40
3' OS CE FS
IZ
SE 2y
FS 11006
24.71
3' OS CE FS
SE -Z y 87
11005
FS
25.03
3' OS CE
F0
SE ZS' - FS
FS 11016 11004
25.11 25,39
3 OS CE Fa AT BENCH PAD 3' OS CE fS
SE S�
' J I i
11017 SE Z
4Q--FS 25.i5-
�I 3' OS CE FS AT BENCH PAD
SEU
*** 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.