HomeMy WebLinkAboutItem 10 - LE Ave Sewer Infrastructure Improvements - Change Order No 1 CONTRACT CHANGE ORDER FORM
CITY OF LAKE ELMO, MINNESOTA FOCUS ENGINEERING, inc.
LAKE ELMO AVE SEWER INFRASTRUCTURE IMPROVEMENTS
2013.123
CHANGE ORDER NO. 1 DATE: October 15, 2013
TO: Minger Construction, Inc. 2471 Galpin Court,Suite 110,Chanhassen, MN 55317
This Document will become a supplement to the Contract and all provisions will apply hereto.The Contract Documents are
modified as follows upon execution of this Change Order.
CHANGE ORDER DESCRIPTION/JUSTIFICATION:
This change order is being issued to address a design change in the gravity sewer alignment.A realignment in the gravity sewer
was developed to place the sewer pipe within the limits of the future right-of-way of 5th Street at the request of both property
owners adjacent to the corridor. New roadway and utility easements have been acquired,at no cost to the City,to allow the
placement of the sewer along the new alignment.With the realignment,previously acquired sewer easements that will go
unused may be vacated.The attached itemization indicates the revised quantities and contract amounts to reflect this change.
Attachments (list documents supporting change): Change Order No. 1 Itemization; Plan Sheets C301,C501,C502,
C503,and C504.
ITEM DESCRIPTION OF PAY ITEM UNIT CITY UNITE PRICE INCREASE/(DECREASE)
***SEE ATTACHED ITEMIZATION ($19,603.70)
NET CONTRACT CHANGE ($19,603.70)
Amount of Original Contract $ 3,463,201.60
Sum of Additions/Deductions approved to date $
Contract Amount to date $ 3,463,201.60
Amount of this Change Order (A99) (DEDUCT) (NQ CHANGE) $ (19,603.70)
Revised Contract Amount $ 3,443,597.90
The Contract Period for Completion will be (UNCHANGED) ('""'�E9) (^E��9) 0 days
APPROVED BY ENGINEER: FOCUS Engineering, inc. APPROVED BY CONTRACTOR
ENGINEER BY
-Luis
DATE DATE
APPROVED BY OWNER: CITY OF LAKE ELMO, MINNESOTA
BY BY
DATE DATE
FOCUS Engineering,inc. CHANGE ORDER FORM
CHANGE ORDER NO. 1
LAKE ELMO AVE SEWER INFRASTRUCTURE IMPROVEMENTS FOCUS ENGINEERING, inc.
CITY OF LAKE ELMO,MINNESOTA
2013.123
ITEM DESCRIPTION OF PAY ITEM UNIT ORIGINAL CONTRACT CHANGE ORDER NO.1 REVISED CONTRACT AMOUNT
QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT
DIVISION 1-GENERAL
1 MOBILIZATION LS 1 $33,000.00 $33,000.00 0 $0.00 1 $33,000.00
2 TRAFFIC CONTROL LS 1 $16,500.00 $16,500.00 0 $0.00 1 $16,500.00
3 SILT FENCE LF 4462 $1.65 $7,362.30 (808) -$1,333.20 3,654 $6,029.10
4 ROCK CONSTRUCTION ENTRANCE EA 3 $970.00 $2,910.00 0 $0.00 3 $2,910.00
5 WATER FOR DUST CONTROL MGAL 2 $278.00 $556.00 0 $0.00 2 $556.00
6 TREE REMOVAL EA 151.0 $266.00 $40,166.00 53 $14,098.00 204 $54,264.00
7 CLEARING&GRUBBING AC 4.13 $4,160.00 $17,180.80 (2.23) -$9,276.80 1.90 $7,904.00
8 INLET PROTECTION EA 4 $350.00 $1,400.00 0 $0.00 4 $1,400.00
9 HYDRO MULCH W/SEED&FERTILIZER AC 10.75 $3,700.00 $39,775.00 (1.26) -$4,662.00 9.49 $35,113.00
10 SEEDING(WETLAND MIX) AC 0.2 $4,250.00 $850.00 0.0 $0.00 0.2 $850.00
11 EROSION CONTROL BLANKET(WOOD FIBER) SY 5625 $1.10 $6,187.50 a $0.00 5,625 $6,187.50
12 TOPSOIL BORROW CY 500 $13.00 $6,500.00 a $0.00 500 $6,500.00
13 DITCH CHECK LF 60 $5.25 $315.00 0 $0.00 60 $315.00
14 MODULAR BLOCK RETAINING WALL SF 60 $55.00 $3,300.00 0 $0.00 60 $3,300.00
15 SALVAGE/SALVAGE AND REINSTALL EXISITNG IRRIGATION PUMP HOUSE LS $1,400.00 $1,400.00 0 $0.00 1 $1,400.00
AND EQUIPEMENT 1
16 RAIN GARDEN L5 1 1 $11,500.00 $11,500.00 0 $0.00 1 $11,500.00
SUBTOTAL-DIVISIONI $188,902.60 -$1,174.00 $187,728.60
DIVISION -SANITARY SEWER
1 CONNECTTO EXISTING MANHOLE EA 1 $11,600.00 $11,600.00 0 $0.00 1 $11,600.00
2 SALVAGE&REINSTALL EXISTING SANITARYSEWER MANHOLE EA 1 $3,760.00 $3,760.00 0 $0.00 1 $3,760.00
3 SALVAGE&REINSTALL EXISTING SANITARYSEWER LF 100 $84.00 $8,400.00 0 $0.00 100 $8,400.00
4 LIFTSTATION STRUCTURE,VALVE VAULT,AND PIPING LS 1 $187,000.00 $187,000.00 0 $0.00 1 $187,000.00
5 LIFTSTATION PUMPSAND ACCESSORIES LS 1 $66,750.00 $66,750.00 0 $0.00 1 $66,750.00
6 LIFTSTATION ELECTRICALAND CONTROLS LS 1 $134,000.00 $134,000.00 0 $0.00 1 $134,000.00
7 GENERATOR LS 1 $98,250.00 $98,250.00 0 $0.00 1 $98,250.00
8 CHEMICAL FEED SYSTEM LS 1 $243,000.00 $243,000.00 0 $0.00 1 $243,000.00
9 16"HDPE FORCEMAIN,INSTALLED BY HDD LF 15271 $81.00 $1,236,951.00 378 $30,618.00 15,649 $1,267,569.00
10 16"HDPE FORCEMAIN,INSTALLED BY OPEN CUT LF 399 $57.00 $22,743.00 0 $0.00 399 $22,743.00
11 8"PVC,SDR 35 SANITARYSEWER(10'-15'DEPTH) LF 30 $155.00 $4,650.00 (15) -$2,325.00 15 $2,325.00
12 8"PVC,SDR 35 SANITARY SEWER(15'-20'DEPTH) LF 15 $155.00 $2,325.00 0 $0.00 15 $2,325.00
13 8"PVC,SDR 35 SANITARY SEWER(20'-25'DEPTH) LF 15 $155.00 $2,325.00 (15) -$2,325.00 0 $0.00
14 18"PVC,SDR 26 SANITARY SEWER(10-15'DEPTH) LF 213 $91.00 $19,383.00 0 $0.00 213 $19,383.00
15 18"PVC,SDR 26 SANITARY SEWER(15-20'DEPTH) LF 193 $91.00 $17,563.00 0 $0.00 193 $17,563.00
16 18"PVC,PS115 SANITARY SEWER(30-35"DEPTH) LF 25 $258.00 $6,450.00 0 $0.00 25 $6,450.00
17 24"SANITARY SEWER(0-10'DEPTH) LF 95 $116.00 $11,020.00 (50) -$5,800.00 45 $5,220.00
18 24"SANITARY SEWER(10-15'DEPTH) LF 1029 $116.00 $119,364.00 (30) -$3,480.00 999 $115,884.00
19 24"SANITARY SEWER(15-20'DEPTH) LF 1337 $116.00 $155,092.00 16 $1,856.00 1,353 $156,948.00
20 24"SANITARY SEWER(20-25'DEPTH) LF 629 $116.00 $72,964.00 (46) -$5,336.00 583 $67,628.00
21 24"SANITARY SEWER(25-30'DEPTH) LF 606 $116.00 $70,296.00 (393) -$45,588.00 213 $24,708.00
22 24"SANITARY SEWER(30-35'DEPTH) LF 219 $116.00 $25,404.00 (127) -$14,732.00 92 $10,672.00
23 24"SANITARY SEWER(35'-40'DEPTH) LF 169 $116.00 $19,604.00 0 $0.00 169 $19,604.00
24 6"PVC,SDR 26 SOLVENT WELD SERVICE PIPE LF 20 $82.00 $1,640.00 0 $0.00 20 $1,640.00
25 6"ON 18"WYE BRANCH EA 1 $1,140.00 $1,140.00 0 $0.00 1 $1,140.00
26 48"DIAMETER SAN.MANHOLE,TYPE 301(0'-10'DEPTH) EA 11 $4,900.00 $53,900.00 1 $4,900.00 12 $58,800.00
27 54"DIAMETER SAN.MANHOLE,TYPE 301(0'-10'DEPTH) EA 4 $8,400.00 $33,600.00 0 $0.00 4 $33,600.00
28 48"DIAMETER SAN.MANHOLE,TYPE 301 EXTRA DEPTH(>10'DEPTH) VF 102.5 $73.00 $7,482.50 17.6 $1,284.80 120.1 $8,767.30
29 54"DIAMETER SAN.MANHOLE,TYPE 301 EXTRA DEPTH(>10'DEPTH) VF 51.9 $120.00 $6,228.00 (7.8) -$936.00 44.1 $5,292.00
30 72"CLEANOUT MANHOLE EA 5 $10,400.00 $52,000.00 0 $0.00 5 $52,000.00
31 72"AIR RELEASE MANHOLE EA 4 $13,500.00 $54,000.00 0 $0.00 4 $54,000.00
32 6"DIP CLASS 50 SANITARY SEWER LF 5 $108.00 $540.00 (5) -$540.00 0 $0.00
33 18"DIP CLASS 50 SANITARY SEWER LF 18 $138.00 $2,484.00 0 $0.00 18 $2,484.00
34 24"DIP CLASS 50 SANITARY SEWER LF 18 $301.00 $5,418.00 18 $5,418.00 36 $10,836.00
35 EXTERNAL MANHOLE DROP EA 2 $9,300.00 $18,600.00 1 $9,300.00 3 $27,900.00
36 16"RES.SEAT GATE VALVE&BOX EA 18 $8,000.00 $144,000.00 0 $0.00 18 $144,000.00
37 EXCAVATE,SALVAGE,AND STOCKPILE WETLAND SOIL(CV) CY 803 $1.00 $803.00 0 $0.00 803 $803.00
38 PLACE SALVAGED WETLAND SOIL(CV) CY 803 $1.00 $803.00 0 $0.00 803 $803.00
39 TRENCH STABILIZATION ROCK LF 300 $32.00 $9,600.00 0 $0.00 300 $9,600.00
40 TELEVISING LF 4541 $1.25 $5,676.25 0 $0.00 4,541 $5,676.25
41 HORIZONTAL DIRECTIONAL DRILLING BORE PITS LS 1 $190,000.00 $190,000.00 0 $0.00 1 $190,000.00
SUBTOTAL-DIVISION 2 $3,126,808.75 -$27,685.20 $3,099,123.55
DIVISION 3-WATERMAIN
1 8"X6"WET TAP(INCLUDE SLEEVE AND VALVE) EA 1 $5,100.00 $5,300.00 0 $0.00 1 $5,300.00
2 6"DIP,CL.52 WATERMAIN LF 382 $41.00 $15,662.00 0 $0.00 382 $15,662.00
3 6"RES.SEAT GATE VALVE&BOX EA 1 $1,300.00 $1,300.00 0 $0.00 1 $1,300.00
4 6"HYDRANT(8'-6"BURY) EA 1 $4,600.00 $4,600.00 0 $0.00 1 $4,600.00
SUBTOTAL-DIVISION 3 $26,662.00 $0.00 $26,662.00
DIVISION 4-STREETS&RESTORATION
1 SAWCUT BITUMINOUS PAVEMENT LF 85 $5.50 $467.50 0 $0.00 85 $467.50
2 REMOVE PIPE CULVERT(ALL TYPES&SIZES) LF 178 $4.50 $801.00 0 $0.00 178 $801.00
3 SALVAGE&REINSTALL WOOD WIER EA 1 $1,050.00 $1,050.00 0 $0.00 1 $1,050.00
4 REMOVE&DISPOSE OF EXIST.BITUMINOUS PAVEMENT,DRIVES SY 120 $2.90 $348.00 0 $0.00 120 $348.00
5 REMOVE&DISPOSE OF EXIST.BITUMINOUS PAVEMENT,STREETS SY 25 $2.90 $72.50 0 $0.00 25 $72.50
6 REMOVE&DISPOSE OF EXIST.CONCRETE CURB&GUTTER LF 20 $2.50 $50.00 0 $0.00 20 $50.00
7 LIFT STATION SITE GRADING LS 1 $21,600.00 $21,600.00 0 $0.00 1 $21,600.00
8 CL.S AGGREGATE BASE TN 1101 $18.00 $19,818.00 0 $0.00 1,101 $19,818.00
9 SPWEA240B BITUMINOUS WEAR COURSE,DRIVES SY 120 $44.00 $5,280.00 0 $0.00 120 $5,280.00
10 SPNWB230B BITUMINOUS NON-WEAR COURSE,STREETS TN 165 $194.00 $32,010.00 0 $0.00 165 $32,010.00
11 SPWEA240B BITUMINOUS WEAR COURSE,STREETS TN 125 $194.00 $24,250.00 0 $0.00 125 $24,250.00
12 BITUMINOUS MATERIAL FOR TACK COAT GA 69 $4.25 $293.25 0 $0.00 69 $293.25
13 CONCRETE CURB&GUTTER LF 20 $55.00 $1,100.00 0 $0.00 20 $1,100.00
14 CL5 AGGREGATE BASE,SHOULDER TN 55 $47.00 $2,585.00 0 $0.00 55 $2,585.00
15 15"CMP PIPE CULVERT W/APRON LF 178 $47.00 $8,366.00 0 $0.00 178 $8,366.00
16 CL.3 RIP RAP W/GEOTEXTLE FABRIC CV 5 $125.00 $625.00 0 $0.00 5 $625.00
17 OFF ROAD STRUCTURE MARKER EA 24 $88.00 $2,112.00 1 $88.00 25 $2,200.00
SUBTOTAL-DIVISION 4 $120,828.25 $88.00 $120,916.25
TOTALS-BASE CONTRACT $3,463,201.60 -$28,771.20 $3,434,430.40
CHANGE ORDER NO.1
COI-1 8"PVC,SDR 23.5 SANITARY SEWER)25'-30'DEPTH) LF $200.00 44.0 $8,800.00 44.0 $8,800.00
C0
1
-2 4"POLYSTYRENE INSULATION Sy
$35.00 30.5 $367.50 10.50 $367.50
TOTALS-CHANGE ORDER NO.1 $0.00 $9,167.50 $9,167.50
TOTALS-REVISED CONTRACT $3,463,201.60 -$19,603.70 $3,443,597.90
SEE LOWER LEFT NOTES:
1. CONTRACTOR SHALL CLEAR AND GRUB TREES WITHIN
I `NATHAN LAND CONSTRUCTION LIMITS.
_
PID 36029213��8— _\\ 1\\\ 2.WOOD FIBER BLANKET TO BE PLACED AS DIRECTED BY
ENGINEER.
\ / I 3.ALL DISTURBED AREAS TO BE HYDROMULCHED WITH
MNDOT SEED MIX 250.
\ 4.TREES CLEARED AND GRUBBED WITHIN THE DIERICH/RIEDER
PROPERTY SHALL BE PAID BY THE ACRE AS SHOWN BY THE
TREE LINE LIMITS AND BOUNDED BY THE EASEMENTS. ALL
jl i — OTHER TREES TO BE CLEARED AND GRUBBED SHALL BE PAID BY
I `124 THE EACH.
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DESIGNED DRAWN gY ME OR UNDER MV DIRECT SUPERVISION AND THAT
Eu RSO/DMK MOB IAM A DULY EORUNIERM ECTSUP SUPERVISION
Saint Paul,MN 55101 INFRASTRUCTURE IMPROVEMENTS 15204.001
66 U DER THE LAW OF THE STATE OF MINNESOTA 651.292.4400 1-94 TO 30TH STREET EROSION AND
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o g. DATE 6/1 812 0 1 3 LIC.NO. 19396 T�^e C301
T NO. DATE BY DESCRIPTION OF REVISIONS CLIENT NO. MSA NO.
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NOTES:
/ 1. ALL WORK SHALL BE PERFORMED WITHIN THE
CONSTRUCTION LIMITS AS DEFINED BY EASEMENTS
/ OR ROW. RECO REAL ESTATE
LLC & ATTN: KATIE NATH NATHAN LANDUCCI
2.CONTRACTOR SHALL PROTECT EXISTING UTILITIES. PID 3602921330001 PID 3602921320008
3.CONTRACTOR SHALL COORDINATE ALL UTILITY }
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xm THEREBY CERTIFY THAT THIS PLAN WAS PREPARED 444 Cedar Street,Suite 1500 LAKE ELMO AVENUE SEWER PROJECT NO.
" DESIGNED DROWN BY ME OR UNDER MY DIRECT SUPERVISION AND THAT NORTH-SOUTH EASEMENT
n Ew RSQ/DMK MOB I AM A DULY LICENSED PROFESSIONAL ENGINEER Saint Paul,MN 55101 INFRASTRUCTURE IMPROVEMENTS 15204.001
UNDER THE LAWS OFTHE STATE OF MINNESOTA Station 105+00 to Station 119+00
0 o m 651.292.4400
O o E CHECKED I-94 TO 30TH STREET
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m NO. DATE BY DESCRIPTION OF REVISIONS CLIENT No. M5A No.
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NOTES:
SEE RIGHT SIDE SEE LEFT SIDE
1. ALL WORK SHALL BE PERFORMED WITHIN THE
05, I -T\\1 Q CONSTRUCTION LIMITS AS DEFINED BY
EASEMENTS OR ROW.
NATHAN LANDUCCI I I I�\ 1 -\
PID 3602921320008 �^ / ��TT
I I I I\ \ I\ \ � i 2.CONTRACTOR SHALL PROTECT EXISTING
UTILITIES.
3.CONTRACTOR SHALL COORDINATE ALL UTILITY
IMPACTS WITH APPROPRIATE UTILITIES.
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SCALE IN FEET EAST ES EASEMENT
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....... ........ ........ ..... .: ......... ........ ....... ......... ....... ....... ........ ........
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x" THEREBY CERTIFY THAT THIS PLAN WAS PREPARED 444 Cedar Street,Suite 1500 LAKE ELMO AVENUE SEWER PROJECT NO.
_Q DESIGNED DROWN gYMEORUNDERMY DIRECT SUPERVISION AND THAT NORTH-SOUTH EASEMENT
o 6a RSQ/DMK MOB IAMADULYLICENSED PROFESSIONAL ENGINEER Saint Paul,MN 55101 INFRASTRUCTURE IMPROVEMENTS 15204.001
U DER THE LAW OF THE STATE OF MINNESOTA Station 119+00 to Station 130+00
r°m 'X , 651.292.4400 1-94 TO 30TH STREET
O o E CHECKED RECORD NO. SHEET NO.
o v"ry tkda.com
o'g=" auala Asq cxanr£oRomxo.I RSQ DATE 6/i6/20130UANBECK C.NO. 19396 TI(DA LAKE ELMO MINNESOTA SANITARY SEWER CcJ02
w^o n m NO. DATE BY DESCRIPTION OF REVISIONS CLIENT No. M5A No.
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Z_ REMOVE WIRE FENCE NOTES:
— - -AS NECESSARY —
v—__/ (INCIDENTAL) A 1. ALL WORK SHALL BE PERFORMED
i rWITHIN THE CONSTRUCTION LIMITS
> II I
AS DEFINED BY EASEMENTS OR
o
��11�1� ' i i�iV I I % /�a'+ ��� h��A`� 2. CONTRACTOR SHALL PROTECT
/ZSzy/ I� 1 /� �`�?/ EXISTING UTILITIES.
H 7.95789/tiON/—''-I I ..
�_ 2a ��v \ I v 3 A�L UTILITOYRIMPACTS WITII SHALL COORDINATE
w364 - v� / / I / APPROPRIATE UTILITIES.
4. ALL WETLAND SOILS SHALL BE
SALVAGED AND STOCKPILED
/ / \ i ii ae'etta 1 1 i zi v
ONSITE FOR REUSE.
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EAST—WEST EASEMENT 50 ,00 150
SCALE IN FEET
STATION EQUATION
950 _ 136+30 =_32+10__
..........................................................................................................................................:...................:...................:...................:...................:...................:...................:...................:...................:...................:...................:..................:...................:...................:...................:...................:...................:...................:...................:...................:...................:...................:...................:...................:...................:................
...
940 FEITURE STREET
................. ......:. 48":.:MANHOLE...:.:.:.... ................................ ........: ..................................... .... ............. .... .. ........... ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. .............
... ...(fOR REFERENCE...... ..
RIM i935.08 3-T 48" MANHOLE 48" MANHOLE(2) ONLY) 48" MANHOLE 3-3
INV 921.01(W) EXISTING RIM:931.80 RIM 936;66 RIM 931.38
INV 904.94(E); PROFILE INV:921.36 W INV 921.74(W INV 92267(N)
930 (15.40' DROP INV 921 26�E) INV 921.64(E3 INV 922.00(E)
INV 905.61.N...................................................................................................:...................:...................:............................ .. .. ...
( �.
" 920 — -- — --
...................: ......... ..... ..: ........ .......: .......: ........ ......: .... ............................ ........eX4 X4
O J
w :.........: ! :... i.. INSULAT�ION �.
C, ......910... 207LF=z4" SAN. 231if 34" SAN 215LF 24":.SAN.
& ® 0.127 ® 0.127 00.12%
900 : ...................:...................:...................:.................. ........: .........
rcN
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as
90
880
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x� IHEREBY CERTIFY THAT THIS PLAN WAS PREPARED 444 Cedar Street,Suite 1500 LAKE ELMO AVENUE SEWER PROJECT NO.
Q DESIGNED DRAWN gY ME OR UNDER MV DIRECT SUPERVISION AND THAT , EAST-WEST EASEMENT
o 6a RSQ/DMK MOB IAMADULYLICENSED PROFESSIONAL ENGINEER Saint Paul,MN 55101 INFRASTRUCTURE IMPROVEMENTS 15204.001
U DER THE LAW�jOF THE STATE OF MINNESOTA Station 130+00 to Station 136+30
Y m m /X�i1. THESTA wh 651.292.4400 1-94 TO 30TH STREET
O o E CHECKED RECORD NO. SHEET NO.
C`v"ry tkda.com
0 0=" ' 1A2/2013 RSQ CHWGE ORDER NO.I RSQ DATE 6N8/20130UANBECK LIC.NO. 19396 TICDA LAKE ELMO MINNESOTA SANITARY SEWER C503 w^o n m NO. DATE BY DESCRIPTION OF REVISIONS CLIENT No. M5A No.
r aox
NOTES: I
1. ALL WORK SHALL BE PERFORMED WITHIN THE I I
CONSTRUCTION LIMITS AS DEFINED BY EASEMENTS I
OR ROW. I
2. CONTRAC OR SHALL PROTECT EXISTING UTILITIES. 10
3 CONTRAIMPACTSrOR WITHSHALL APPROPRIATE DNATE ALL +
UTILITIES.UTILITY II II
I
Q BIT
LO
--------------
SO 55 BI.SURF.a 36 37 39 0
— � T — r� - - - - - — - - - - - - - — — — � — - - - - — - - — - -
F-
GRAV./
G - - I - - G G. — G
Ld
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T T T T
G / 3 4 LL.I
SEE SHT. C503 Z
I�
x� Q
0 50 100 150
SCALE IN FEET
LAKE ELMO AVENUE
STATION EQUATION:
136+30 = 32+10
................ .......................................................................................I...................:...................
iW
Z
I2
.................................................................................................................................: .......: ........ ....... ......: ....... .....:- ...-- ....... .......: .....- .:-- ....... .....- .:-- .......: ..............:. .... E
' ''48 'MANHO'LE .3.�. LU...
RIM 931.38
Q
JNV 923.00(W)
iNV 922.67(N)
940I 940
aNV.azz,ao. ..............:
( )
o I
w 930 ----_ EXISTING Q PROFILE 930
......... --- - ............. ............ ...... ...... ...
o _——�—
.:....
PROFILE OVER SEWER
7' MIN. -
920
......... ........ ........ ........ ..... ...... ........ ........ COVER... ........ - - `m_ i ...........
-_
0
g ....910 391LF-16" HDPE I 910
(DIRECTIONAL DRILL)
a. .....900.... ................. ....... ...................;...................;...................;...................;...................;...................;...................; ..... I 900
...................:...................:...................:...................:...................:...................:.:.............. ..........
ELEVATION NOTED IS
.:.;....
ROPOSED FM INVERT
Imo_
�33
+
E
oz M N
s 32 33 34 35 36 37 38 39 40 41
E
mo IHEREBY CERTIFY THAT THIS PLAN WAS PREPARED @ t� O EL VE SE PRO JECTNO.
E DESIGNED DRAwN BY ME OR UNDER MY DIRECT SUPERVISION AND THAT
n Ex RSO/DMK MOB IAMADULY LICENSED PROFESSIONAL ENGINEER Saint Paul,MN 55101 INFRASTRUCTURE IMPROVEMENTS E AVE UE 15204.001
U DERTHELAW OFTHESTATEOF MINNESOTA From Sta. 35+87 to Sta. 41+00
r o E a 651.292.4400 194 TO 30TH STREET
O o E - CHECKED RECORD NO. SHEET NO.
O'6 W W tkda.com LAKE ELMO MINNESOTA
1 iMU2013 RSQ CHANGEGROERN0.1 RSQ
DATE 6/18120130UANBECK LIC.NO. 19396 TImA SANITARY SEWER C504
°30
_iL o x` NO. DATE BY DESCRIPTION OF REVISIONS CLIENT No. M5A No.