HomeMy Public PortalAbout510670April 2003
Plan Preparation GuidelinesConstruction Staking Guidelines
March 2013
MSD CONSTRUCTION STAKING – CHECKLIST
1. Horizontal and vertical control shall be verified with respect to the construction drawings
(verify existing structures location and elevation as check) prior to any staking.
2. Verify the horizontal and vertical locations of tops and flowlines of all upstream and
downstream structures the project will be tying into. This shall be done prior to any staking
work.
3. Continuous stationing shall be used throughout the project as shown on the construction plans.
All side runs shall use the stationing shown on the plans or start at 0+00 for each run.
4. Offset hub and lath or PK nail with paint marking, shall be set at every 25-foot station, PC
and PT locations for the first 100’ (minimum), then every 100’ to the terminus of run.
5. The station and offset shall be marked on the corresponding laths or painted on the
pavement.
6. All offset cut dimensions are from the top of the hub to the proposed flowline elevation.
7. An existing ground elevation shall be taken on the centerline at e very 25-foot station and all
major changes in the existing grade for the entire length of run. These shots shall be taken at
the time of construction staking and shown on the cut-sheets. Centerline cuts are from the
existing ground elevation to proposed flowline elevation.
8. The radius point shall be staked for any curved alignment with a radius less than 100 feet.
9. Additional offsets will be set as the project warrants. The attached examples should be used
as a guide.
10. Coordination of all staking work will be done through the District Representative responsible for
construction. The contractor shall go through the District Representative also. The District
Representative should provide the following information when requesting staking:
a. Time frame for staking (Stakes must be set within 10 working days of notice)
b. Reaches to be staked
c. Side of the offsets
d. Distance of offsets
e. Location of bore pit (if necessary)
11. All staking for Biostabilization Projects shall be closely coordinated with the District
Representative due to the varied nature of these type projects.
12. Three (3) copies of all cut-sheets shall be submitted to the District Representative
responsible for the construction. NO cut-sheets will be given directly to the contractor.
13. No as-built survey shall be conducted until requested by the District Representative.
14. District Staff will conduct independent spot checks on as-built surveys.
//L/!,
COLUMN (TYP
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CONC.
.CRCH
LOT 34
BSMT 57n,25.:
GA
//
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LOT 18
ae
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LOT 17
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LAKE.'PARKS
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RETAINING
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. dLL
W
///.DRiCK
R_ T.
TIE T. RICK WALL
WALL FLOWER
BDx
BISMT 583.5±
l� ~NO
SCALE. 1"-20'
LOT 14
N �
N �
VERT AF,PH. •,LI zA T l i
18 THyH
H
EX- GROUND SHOT
t _
CONE.'•.
y7 LK -t
'LPh• ARE A
:.3lI VE -L NER
BC
/% i C TDNEir
L+ECin!C TRANSFORMER BC%
10
@o1
LOT 25 (1.397
GARDE AREA
S'NINGSET
+ I
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r
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iitter
/7-
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a
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ASPH. DR;V., 24]
L J
BRICK WALK, $ I
W
.:777///////////177/7/7
G
PIPE OFFSETS
EXAMPLE
= DENOTES HUB AND LATH LOCATION
®= DENOTES PK AND LATH LOCATION
x = DENOTES EXISTING GROUND SHOT
LOT 13
@01 i
SNMT 570.0:k
1
LOT 12 LOT 11
ARDEN
REA
a
EE
C
}
a:
I-
Z
0
0
0'
CONTROL
POINT N
23
6D
COCCI) RATES
N E
1014774.742 839740.585
1014955.780 539727.940
DESCRIPTION
PK NAIL
PK NAIL
STRUCTURE I.D.
COOK'
HATES
N
DESCRIPTION
135
145
155
IRS
1014729,14
1014941.23
1015024.13
1015030 14
839732 43
839734 63
839727,77
839735 76
EW Ill H 13S CL STA. 16+30
NEW M.H. 145 CL STA. 18+42
NEW M.H. 155 CL STA. 19+25
NEW N.H. 165 CI . STA. 19+31. 7.93'RT.
+
yv
BOLLARI
08)
ti C:;5r
0ORN55
Sti
119C8
COLNT<Y
CLUB
DRIVE
ROUSE
CORNER
REFERENCE TIE
2186
LAKE VIEW
/ DRIVE
ROUSE
CORNER
590 ,
O)
585
L~I)
580
575
570
565
W
z
J
Q
13
m
e_771r11.iTld
N
-0
'd�T•4.?T.3 ASPHA N ; F.' '''d[zz_.3j7rrrr7'rtrJzr- �'E u-'N ;
10' PK
OFFSETS
(TYP,
REFUSAL
LEV. 574.81
n
0.
THIS
14
STH-H
REFUSAL
:LEV. 572.9
REFuS-AL
ELIFV 558 47
REFUSAL
ELEV. 565.86
115
-,2L,"IIL72.7ZICL_:222.2
0
— J
CONC.
WALE
jj:Y/d
2. GAS
I_ _ —
590
0
585
580
U 575
570
565
15SY18
585
580
575
570-
585
580
575
570
THE PROFES9ONAL %N05E SCHATURE ANO PERSONAL SEAL APPEAR HEBF00. ASSUMES RESPCNSRIUTY ONO' FOR
µFIAT APPEARS ON THIS PALE. AND DISCLAIMS (PURSUANT O SECTION 327 415 R5M0) ANT RESPONSIBAJ151 FOR
ALL OTHER PPLLANS. SPECIFIC TIOHS. ESTIMATES, REPORTS, OR OTHER DOCUN°NTS OR INSTRUMENTS NOT SEALED BT
THE UNDERSIGNED PROFESSIONAL RELARND 10 OR WTENDED• TO BE USED FOR ANY PART OR PARIS OF To:
PROJECT TO jO1ICH THIS PACE REFERS.
531' -4N8"TUR1PIPEN 0 0.6%
ALE: ) =20 HORZ.
1 "— 5' VERT.
CL $tA. 15+OO
16+00
17+00
18+00
19+00
METROPOLITAN
ST. LOUIS SEWER DISTRICT
PIPE OFFSETS
EXAMPLE
A551 D:, E,ar
Dir Er
0ey9ned
ae.M
ae[ked
Dole
Sheet No
ol
BASE MAP: 20N & 21N
' STA l SPFIiN G S
BSMT 576.0±
V/, CONC.
/. PORCH
DS
0
OLUMN
RET. r
WALL
U)
DE �` W t4it I^
r
:
36" SPLIT
RAIL FENCE
ASPH, CURB
HALT PVMT.16
4
EX. GROUND SHOT
,SPH. CURB MAILBOX
ASPH.
DRIVE
LOT 17
LOT 33
0
▪ ASPH.
✓ DRIVE
1-
r J
= ui
36" SPLIT
RAIL FENCE
x x
x
YS-r/\ L spRj ` es
0
X
C
0
0
C
ROLLED
CONC.
CURB
LAKE VIEW (25'
NTH # 0)*C
8SMT 585.5±
EIRE
HYDRA
7C
CONC.
RETAINING
WALL
GARDEN
AREA
LOT 16
YSTi L SPRING
I A11/ �AAC-)I/
C)
D
z
C
CJ�
W.)
WV
TMEI
airouwwark-of
3tip COI
,"
/ CONC.
PORCH
BSMT 584.0
41.
WA
ELECTRIC
BREAKER
BOX
BSMT 575.0±
ASPH.
DRIVE
ASPH. CURB
ASP
DR[V
CONC.—
PORCH
TIE RET.
WALL
TIE
RETAINING
WALL
ODDOO
PHONE
CABLE
BOX
CONC.•
PAD
>--
I-
F-
Cf)
0
ft
N
oa
CONC. WALK I EX. GROUND SHOT
BRICK
FLOWER
BOX
BSMT 583.5±
BRICK
7 RET.
WALL
p411
SCALE: 1 "=20'
CONC. \•
WALK \
ASPH.
DRIVE
ELECTRIC TRANSFORMER BOX
(Boi4
LOT 28 3g�
GARDEN AREA
SWINGSET
fl
BRICK
+ WALK
ao
GARDEN
AREA
FLOWER
BOX
(STONE)
TIE I +
RETAIINING
WALL,
BSMT 574.5± A�
BRICK WALK
6" VERT
///////// T.
PIPE OFFSETS
EXAMPLE
®= DENOTES HUB AND LATH LOCATION
0 = DENOTES PK AND LATH LOCATION
x = DENOTES EXISTING GROUND SHOT
BSMT 5-
PLOT ❑A TA
ify r sS-r£r\ HILLSIDE
PLAT Na
EX MANHOLE
T 543.7
FLU .6
WraSTr R HILL SIDE
EX MANHOLE I:32
T 540.59(UIP)
FL 53Sd)
FL 532.89 99
FL 533.79 N)
E15TING UTILITIES TD
BE RELOCATED BY OTHERS.
CONTRACTOR 10 COORDINATE
WITH EACH UTILITY COMPANY.
Rz
2"OASw
EXIST
FL 834 3
LOT 175
<13)
B
I:
H t 11P}
CA 8lt C11L RT
ea
RC80
r N.
4- 9
P Cs' WWWWEBSTER
G Ex INLET
s T 54,.2D H1L! SIDE:
Q" , FL 537.75
C323) PL i\-r Na 2
L J PB 36. PG 45
B-3
'7l 6"W
`E% 8'We'14 R.C.
BOX CULVERT
-
(L11R)
}1
LOT 174
CURVE IT DATA
❑.11T5'11
T=14.78'
R=150'
L=29.46'
-K
I,
moo:?
NEW TOP OF WALL
(LEFT do RIGHT)
EX_EL 534.97
LOT 154
m
NE% TOP OF WALL
(LEFT 3 RIGHT)
FL EXIST
CHANNEL
X
1n
UN
0
a
x
x
gts
6TE
LOT 173
W rBS ref]
r11LL SIDS
PLAT ,NO.3
PB 3S. PG 60
/0 cDNSTRucTION
LOT 172
r 5
(313) IJ
T 559.00
FL 554.30
H
L
SCALE:1"=20'
CHANNEL OFFSETS
EXAMPLE
DENOTES I-ILlS AND LATH LOCATION
x DENOTES EXISTING GROUND SHOT
LOT 155
ry
Ei
11
EXIST TOP OF
LEFT BANK (SOUTH)
(NEWLEF TOP OF WALL
LOT 156
H'
CONTROL
POINT
CDORD
NA 5
DESCRIPTION
��_
3—T1r
E
-
�: ______
:I3l: )•
COO1O
11
. .
.1.
MATES
DESCRIPTION
MEMIMIMMIMIMIRMEE
EMEMEIMIKIMEAMIMMMEIR
_li1r�T_
•-
WO=I
animMEMIEMITMIwniffml
E%157. STORM INLET 107 FROM OUTFALL
PMEM
OE5CRIPTON
CONC. CHANNEL
II
COORD1NA
�
�
ter:
xrm
nrm
immaiwwwwzonkm
WG CORNER
SE CORNER GARAGE HOF LARVAL!
USE
#705 LANVALE
REFERENCE TIE
CONTROL POINT #1896
FENCE
10.5 PIPE
RUB
REFERENCE TIE &
TEMPORARY BENCH MARK
CONTROL POINT 1179
ELEY. 547,49
SW CORNER,
GARAGE
#320 IHNISFAIL
EX TOP OF RICHT
BA' (NORTH)
o 6 Wo NEW VP OF WALL
(RICH
2 N 15 RCP 5 FOPJA
o J zd FL 540 14
Ca
N
N
LU
545
540
535
REFERENCE TIE
CONTROL POINT ,i812
18.5'
C NAIL
W'
. Ex.
MN. 318
REFERENCE TIE
CONTROL POINT l290
Ex 8" D.I P. SAN
DIP
(II BE REMOVED IN
1T5 ENTIRETY)
7777
REFUSAL
ELE V. 529.2
/7n
REFUSAL
ELEY 528.9
a
a =
0.�
wy
530
525
455-8'W REINFORCED
CONC VE iTICAL WALL CHANNEL 0 1.45%
SCALE: 1 "=20' HORZ.
111= 5' VERT.
9+00
10+00 11+00
12+00
REV
DATE
DESCRIPTION
Y
Engineer Sea
Dole
METROPOLITAN
ST. LOUIS SEWER DISTRICT
INNISFAIL STORM CHANNEL
PHASE lil
88041C
CHANNEL OFFSETS
EXAMPLE
BASE MAP 2411
10/02/2002
88041 CP3.OWG
\fa
EX MANHOLE
T 543.7
FL 533.6
(31 6)
d ,�1
5-P
< 1 2 )
L
LOT 175
10+3
XS,� (U1P)
ERC ec)
EX MANHOLE (321
T 540.59(UIP) `�
FL 531.99(E&W)
PC
LOT 174
CURVE #1
CURVE #1 DATA
A =11'15'11"
T=14.78'
R=150'
L=29.46'
EX INLET
T 541.20
FL 537.75
r �
023)
J
PB 38,
STE
Na
PG 45
LOT 173
LOT 172
r -'
<313>-
LJ
T 559.00
FL 554.30
5
`JVrE3rrr\
FL AT No,
PB 38, PG 66
CONSTRUCTION
N
SCALE: 1 "=201
0 12+50
CHANNEL OFFSETS
EXAMPLE
DENOTES HUB AND LATH LOCATION
x = DENOTES EXISTING GROUND SHOT
SE CORNER
7nI ANIVI
Q
a
00
S
Q
0
0
N
I—
V)
0
570
560
E.F. LEASING. INC.
., DO 10699, PC 710
INTERSTATE HIGHWAY I- 270
R/W LINE AS SHOWN ON PROPOSED
COSTCD: SOUTH St LOUIS COUNTY
SUBDIVISION PLAT (P-23948)
(ROTATED TOSN PROJJECTCBEARING SYSTEM) E
13+ 00
30.W. EASEMENT
14+00
50 C AsNLINK•--
_FN r'y
a
0
—7r
I±
BISTATE INDUSTRIAL DR
(WIDTH VARIES)
11 I
ASP: Ii•.L
PAVEM E.I:1
j5+00 ;
CONCRETE . IDk RT.
SWALE
10 LET.
FWD,
FWD
a.
O:
ND CH,R'NUNK-
FEN CI:
nu CE
NORTH LINE STATE OF MISSOURI-77
D.B. 4443, PG. 7
INTERSTATE— 1-270
(WIDTH VARIES)
550
—WASHOU1"
AREA
FYISTINC
GRADE
1
a
a
FUTURE GRADE
(Br On -us)
-r— INTERSTATE HIGHWAY 1-55
OFF—RAlIAP
TH #B-4
n a
oa1-"
N 8 i
r C 6
La
w
sI S
a
0
a
I-'
U
LLJ
F•^
zSCALE: 1"=20'
CONTROL
FEINT 4
M51)
ID 4
COORD
NATES
DESCRIPTION
N
E
53
53
4029.64
3309.99
IRON PIPE
STRUCTURE
MSD
ID J
COORDINATES
DESCRIPTION
PT. 4 1,6.
N
E
-- 45
--
3973.72
3296.13
SAN. MANHOLE
FACE DF PIPE
POLE
TUNNEL EXAMPLE
LASER POINT LAYOUT
= DENOTES HUB AND LATH LOCATION
St = DENOTES PK AND LATH LOCATION
x = DENOTES EXISTING GROUND SHOT
CONCRETE
SCALE
Ex ELECTRIC
Q
0
540
Hr
J
U
GRANULAR
RACKFIU_
E EV. 540.8
t
S
A
PLOT DATA
530
520
510
C 517.69
T
I-
560
550
540
530
520
NUJ}
I) "COSTCO" 15 DEVELOP
AND PROPOSES TO C
THE FUTURE GRADE (
7HE-CO
TOP OF CANH OLE '4
(6Y OTHERS), UNLES
BY THE "ISTRI CT.
750' - 1`" DIP IN TU NEL C 1.44
747' - 1 S DIP IN TU
NEL @ 1,441
SC ALE: 1'°=20'
5101" 5'
THE PROFEYNTHRL WHOSE SIGNATURE *NO PBi50NAL SEAL 1PPEAR MENWN ASSUMES RED
WNAT APPEAR i ON THIS PAA.0 I0S0LAIW (PURSUANT Tu SECTION 377.•11 R$IIO) ANY
ALL OTHER PLANS, SPECIFICA S. ESTIMATE , REPORTS, OR OTNER DOCUMENTS OR INSTRUI
RIC UNDERSIGNED PRCFESSI AL RELATING TC CR INTENDED 10 BE USED FOR ANY PART CR
PROJECT TO WHICH 11115 Ph REFERS
HORZ.
VERT.
0NSI91L1TT GNL' FOR
RESPOHSI1UTT FOR
IENT9 NOT SEALED BY
PARTS OF THE
,1
12+00
13+00
14+ 00
15+00
16+00
Do Le:
TOP C/L OF
FIRE HYDRANT
REFERENCE TIE
CONTROL POINT I53
C THE PRO .ERTY
ADE THIS AREA TO
Y OTHERS).
CONSTRO:T-THU
TO THE FL TUBE GRADE
OTHERWISE DIRECTED
FENCE POST
CORNER
AI SD PROJECT B.M. NO. 04
SOUTH END OF TOP OF CONC. HWY SIGN BASE THAT
EXTENDS ACROSS SOUTH BOUND LANE OF I-55 AT I-255;
25.± EAST OF CENTERLINE OF BI-STATE INDUSTRIAL
DRIVE; 300' NORTH OF END OF DI -STATE INDUSTRIAL CT.
ELEVATION 578.71 (TO USGS DATUM)
Engineer Seal
DATE
DESCRIPTION 1 3Y
METROPOLITAN ST. LOUIS SEWER DISTRICT
2000 HAMPTON AYE.
ST. LOUIS. MO 63139
(314) 768-6200
TUNNEL EXAMPLE
LASER POINT LAYOUT
A�1 CIr Eng1
Di, Engr
Dnlgncd
Drown
Chimed
Dole AUGUST 31, 2001
Sheet No 5 gI g
C.M.B.
B.K.A.
S.M.S.
03/12/2602 BASE MAP: 29—K, 29—J, 28—J 99121P4.DWG
x
30'W. EASEMENT
14+00
CHAINLNK
BISTATE INDUSTRIAL DR
(WIDTH VARIES)
1
0
CONCRETE
SWALE
ASPHALT
PAVEMENT
1 D' RT.
INTERSTATE HIGHWAY 1-55
OFF —RAMP
(CONCRETE PAVEMENT)
0
0
o
Q SCALE: 1 "=20'
C:UN 1 I-<UL
POINT #
M5LJ
ID t
_
53
53
STRUCTURE
MSD
ID #
PT. ##
1.D.
--
45
--
FACE
POLE
m
_
m
TH #B-4
4S
al
a
a
® _
TUNNEL
LASER
DENOTES
POINT
HUB
EXAMPLE
AND
LAYOUT
LATH
LOCATION
0 = DENOTES PK AND LATH LOCATION
X = DENOTES EXISTING GROUND SHOT
-50 LASER
11
J
R
+25 LASER I
N
J
o
in
+
15+04,76
IANHOLE
AMETER)
-_,_-__.Y
��_
----_,..,
oI
��—
Q z n
0 Q --(NI1
,r,-
�
o
/
NOTES:
IS DEVELOI
TO
GRADE
SF
MANHOLE 'z
UNLEE
ISTRICT.
) "COSTCO"
CONCRETE SWALE
_ �__
=
n
560
V LJ
AND PROPOSES
THE FUTURE
FUTURE
(BY OTHERS)
GRADE
ZI
2) THE CONTRACTOR
TOP OF
(BY OTHERS),
BY THE
The electronic Excel file for preparing cut-sheets is available on the District’s web site.
http://www.msd.st-louis.mo.us/
Pipe Cut-Sheet Example
Length and
Grade
Location of
Offset Stakes
What is being
staked
FL elevation
per plans
Date stakes
are set
Channel Cut-Sheet Example
Job Name
Location
on Project
Offsets are
changing
as noted
above
Hub elev. at
offset
Ground shot
taken at CL