HomeMy WebLinkAboutItem 6 - Signed CO #2 CONTRACT CHANGE ORDER FORM
CITY OF LAKE ELMO, MINNESOTA FOCUS ENGINEERING, inc.
LAKE ELMO AVE SEWER INFRASTRUCTURE IMPROVEMENTS
2013.123
CHANGE ORDER NO. 2 DATE: November 6, 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(1)due to a request by the Contractor to relocate MH 0-1 to create more separation from
Hudson Boulvard to install the manhole.The Contractor has agreed to pay the cost for additional permanent easement on PIN
No.36-029-21-33-0004 to accomodate this request.(2)includes deduction for the salvage existing irrigation pump house bid
item,as this task was completed by the owners of the Country Air Golf Course.(3)includes increasing the watermain pipe to the
lift station site from a 6"diameter to a 12"diameter to serve future Village Development.The attached itemization indicates the
revised quantities and contract amounts to reflect these changes.
Attachments (list documents supporting change): Change Order No.2 Itemization; Plan Sheet C500 and C517 have
been replaced.
ITEM DESCRIPTION OF PAY ITEM UNIT CITY UNITE PRICE INCREASE/(DECREASE)
***SEE ATTACHED ITEMIZATION $9,070.00
i
NET CONTRACT CHANGE $9,070.00
Amount of Original Contract $ 3,463,201.60
Sum of Additions/Deductions approved to date(CO#1) $ (19,603.70)
Contract Amount to date $ 3,443,597.90
Amount of this Change Order (ADD) (DEDUCT) (NO G14ANGE) $ 9,070.00
Revised Contract Amount $ 3,452,667.90
The Contract Period for Completion will be (UNCHANGED) (INCREASED) (DECREASED) 0 days
APPROVED BY E R: FOCUS Engineering, inc. APPROVED BY CONTRACTOR
ENGINEER / BY
2,
DATE DATE DATE
APPROVED BY OWNER: CITY OF LAKE ELMO, MINNESOTA
BY BY
DATE DATE
FOCUS Engineering,inc. CHANGE ORDER FORM
CHANGE ORDER NO. 2 r/�
LAKE ELMO AVE SEWER INFRASTRUCTURE IMPROVEMENTS FOCUS ENGINEERING, Inc.
CITY OF LAKE ELMO,MINNESOTA
2013.123
CURRENT CONTRACT CHANGE ORDER NO.2 REVISED CONTRACT AMOUNT
TEM DESCRIPTION OF PAY ITEM UNIT
QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT
DIVISION 1-GENERAL
1 MOBILIZATION LS 1 $33,000.00 $33,000.00 0 1 $33,000.00
2 TRAFFIC CONTROL LS 1 $16,500.00 $16,500-00 0 1 $16,500.00
3 SILT FENCE LF 3654 $1.65 $6,029.10 0 3,654 $6,029.10
4 ROCKCONSTRUCFION ENTRANCE EA 3 $970.00 $2,910.00 0 3 $2,910.00
5 WATER FOR DUST CONTROL MGAL 2 $278.00 $556.00 0 2 $SS&OO
6 TREE REMOVAL EA 204.0 $266.00 $54,264.00 2 $532-OD 206 $54,796.00
7 CLEARING&GRUBBING AC 1.90 54,160.00 $7,904.00 0 2 $7,904.00
8 INLETPROTECTION EA 4 $350.00 $1,400.00 0 4 $1,400.00
9 HYDRO MULCH W/SEED&FERTILIZER AC 9A9 $3,700.00 $35,113.00 0 9 $35,113.00
10 SEEDING(WETLAND MIX) AC 0.2 54,250.00 $850.00 0 0 $850.00
11 EROSION CONTROL BLANKET(WOOD FIBER) SY 5625 $1.10 $6,187.50 0 5,625 $6,187.50
12 TOPSOIL BORROW CY 500 $13-00 $6,500.00 0 S00 $6,500.00
13 DITCH CHECK LF 60 $525 $315.00 0 60 $315.00
14 MODULAR BLOCK RETAINING WALL SF 60 $55.00 $3,300.00 0 60 $3,300.00
15 SALVAGE/SALVAGE
1AGE AL 1VAGE AND REINSTALL EXLSITNG IRRIGATION PUMP HOUSE AND LS $1,400.00 $1,400-00 -1 -$1,400.00 0 $0.00
PEMENT
16 RAIN GARDEN LS 1 $11,500.00 $11,500.00 0 1 $11,500.00
SUBTOTAL-DIVISION 1 $187728-60 -SB68.00 $186,860.60
DIVISION 2-SANITARY SEWER
1 CONNECT TO EXISTING MANHOLE EA 1 $11,600.00 $11,600.00 0 1 $11,600.00
2 SALVAGE&REINSTALL EXISTING SANITARY SEWER MANHOLE EA 1 $3,760.00 $3,760.00 0 1 $3,760.00
3 SALVAGE&REINSTALL EXISTING SANITARY SEWER LF 100 $".D0 $8,400.00 0 100 $8,400.00
4 LIFT STATION STRUCTURE,VALVE VAULT,AND PIPING LS 1 $187,000.00 $187,000.00 0 1 $187,ODO.00
5 LIFT STATION PUMPS AND ACCESSORIES LS 1 SE6,750.00 $66,750.00 0 1 $66,750.00
6 LIFT STATION ELECTRICAL AND CONTROLS LS 1 $134,000.00 $134,OOO.00 0 1 $134,ODO.00
7 GENERATOR LS 1 $98,250.00 $98,250.00 0 1 $98,250.00
8 CHEMICAL FEED SYSTEM LS 1 $243,000.00 $243,000.00 0 1 $243,ODO-00
9 16-HOPE FORCEMAIN,INSTALLED BY HOD LF 15649 $92.00 $1,267,569.00 0 15,649 $1,267,569.00
10 16-HOPE FORCEMAIN,INSTALLED BY OPEN CUT LF 399 $57.00 $22,743.00 0 399 $22,743-00
11 S'PVC,SDR 35 SANITARY SEWER(10'-15'DEPTH) LF 15 $155.00 $2,325-00 0 15 $2,325.00
12 8'PVC,SDR 35 SANITARY SEWER(15'-20'DEPTH) LF 15 $155.00 $2,325.00 0 15 $2,325-00
13 8-PVC,SDR 35 SANITARY SEWER(20'-25-DEPTH) LF 0 $255.00 $0-00 0 0 $0.00
14 18'PVC,SDR 26 SANITARY SEWER(10-15'DEPTH) LF 213 $91.00 $19,383-00 0 213 $19,383.00
15 18"PVC,SDR 26 SANITARY SEWER(15-20'DEPTH) LF 193 $91.00 $17,563.00 0 193 $17563.00
16 UT-PVC,PSI 15 SANITARY SEWER(3G-35"DEPTH) LF ZS $258.00 $6,450.00 0 25 $6,450.00
17 24-SANITARY SEWER(0-10'DEPTH) LF 45 $116-00 $5,220-00 0 45 $5,220.00
18 24-SANITARY SEWER(10-15'DEPTH) LF 999 $116.00 $115.894.00 0 999 $115,894.00
19 24-SANITARY SEWER(15-20'DEPTH) LF 1353 $116-00 $156,949.00 0 1,353 $156,948.00
20 24-SANITARY SEWER(20.25-DEPTH) LF 583 $116.00 $67,628.00 0 593 $67,628.00
21 24-SANITARY SEWER(25-30'DEPTH) LF 213 $126.00 $24,708.00 0 213 $24,708.00
22 24'SANITARY SEWER(30-35-DEPTH) LF 92 $116-00 $10,672.00 0 92 $10,672.00
23 24-SANITARY SEWER(35'-W DEPTH) LF 169 $116.00 $19,604.00 0 169 $19,604.00
24 6'PVC,SDR 26 SOLVENT WELD SERVICE PIPE LF 20 $82.00 $1,640.00 0 20 $1,640.00
25 6'ON 18'WYE BRANCH EA 1 $1,140.00 $1,140.00 0 1 $1,140.00
26 48'DIAMETER SAN.MANHOLE,TYPE 301(0'40'DEPTH) EA 12 $4,900.00 $58,800.00 0 12 $58,800.00
27 54-DIAMETER SAN.MANHOLE,TYPE 301(0'-10'DEPTH) EA 4 $8,400.00 $33,600.00 0 4 $33,60100
28 48'DIAMETER SAN.MANHOLE,TYPE 301 EXTRA DEPTH(>10'DEPTH) VF 120.1 $73-00 $8,767.30 0 120 $8,76730
29 54-DIAMETER SAN.MANHOLE,TYPE 301 EXTRA DEPTH(>10'DEPTH) VF 44.1 $120.00 $5,292.00 0 64 $5,292.00
30 72'CLEANOUT MANHOLE EA 5 $10,400.00 $52,ODO.00 0 5 $52,OOOA0
31 72'AIR RELEASE MANHOLE EA 4 $13,500-00 $54,ODO.00 0 4 $54,O00.00
32 6'DIP CLASS 50 SANITARY SEWER LF 0 $108.00 $0.00 0 0 $0.00
33 IS'DIP CLASS 50 SANITARY SEWER LF 18 $139.00 $2,494.00 0 18 $2,484-00
34 24'DIP CLASS 50 SANITARY SEWER LF 36 $301.00 $10,836.00 0 36 $10,836.00
35 EXTERNAL MANHOLE DROP EA 3 $9,300.00 $27,91)0.00 0 3 $27,900-00
36 16'RES.SEAT GATE VALVE&BOX EA 18 $8,000.00 $144,000.06 0 18 $144,000.00
37 EXCAVATE,SALVAGE,AND STOCKPILE WETLAND SOIL(CV) CY 803 $1.00 $803-00 0 803 $803.00
38 PLACE SALVAGED WETLAND SOIL(CV) CY 803 SLOG $803-00 0 803 $803.00
39 TRENCH STABILIZATION ROCK LF 300 $32-00 $9,600.00 0 300 $9,600.00
40 TELEVISING LF 4541 $125 $5,676.25 D 4,541 $5,676.25
41 HORIZONTAL DIRECTIONAL DRILLING BORE PITS LS 1 $190,000.00 $190,000.00 0 1 $190,ODO.00
SUBTOTAL-DIVISION 2 $3,099,123.55 $0.00 $3,099,12355
DIVISION 3-WATERMAIN
1 B'X6'WET TAP(INCLUDE SLEEVE AND VALVE) EA 1 $S,lOD.00 $5,300.00 -1 -$5,100.00 0 $0.00
2 6'DIP,CL 52 WATERMAIN IF 362 S4I.00 $15,662.00 -282 -$11,562.00 100 57,100.00
3 6'RES-SEAT GATE VALVE&BOX EA 1 $1,300.00 $1,300.00 0 1 $1,300.00
4 6-HYDRANT(8'-6-BURY) EA 1 $4,600.00 $4,600.00 0 1 $4,600.00
SUBTOTAL-DIVISION 3 $26,662.00 -$16,662.00 $10,000.00
DIVISION 4-STREETS&RESTORATION
1 SAWCUTBITUMINOUSPAVEMENT LF 85 $5.50 $467-50 0 85 $467.50
2 REMOVE PIPE CULVERT(ALL TYPES&SIZES) LF 178 $4.50 $801-00 0 178 $80L00
3 SALVAGE&REINSTALL WOOD WIER EA 1 $1,050.00 $1,050.00 0 1 $1,050.00
4 REMOVE&DISPOSE OF EXIST.BITUMINOUS PAVEMENT,DRIVES SY 120 $2.90 $348.00 0 120 $348.00
5 REMOVE&DISPOSE OF EXIST.BITUMINOUS PAVEMENT,STREETS SY 25 $2-90 $72.50 0 25 $72.50
6 REMOVE&DISPOSE OF EXIST.CONCRETE CURB&GUTTER LF 20 $2-50 $50.00 0 20 $50.00
7 LIFT STATION SITE GRADING LS 1 $21,600.00 $21,600.00 0 1 $21,600.00
8 CLS AGGREGATE BASE TN 1101 $18-00 $19,818.00 0 1,101 $19,818.00
9 SPWEA240B BITUMINOUS WEAR COURSE,DRIVES SY 220 $44.00 $5,280.00 0 120 $5,280.00
10 SPNWB2308 BITUMINOUS NON-WEAR COURSE,STREETS TN 165 $194.00 $32,010.00 0 165 $32,010.00
11 SPWEA240B BITUMINOUS WEAR COURSE,STREETS TN 125 $194-00 $24,250.00 0 125 $24,250.00
12 BITUMINOUS MATERIAL FOR TACK COAT GA 69 S425 $293.25 0 69 $293.25
13 CONCRETE CURB&GUTTER LF 20 $55.00 $1,100.00 0 20 $1,100.00
14 0.5 AGGREGATE BASE,SHOULDER TN 55 $47.00 $2,585.00 0 55 $2,595.00
15 SS-CMP PIPE CULVERT W/APRON LF 178 $47.00 $8,366.00 0 178 $8,366.00
16 CL 3 RIP RAP W/GEOTEXTLE FABRIC CY 5 $125.00 5625.00 0 5 $625.00
17 ' OFF ROAD STRUCTURE MARKER EA ' - 2s 588.00 52.2-Q,33 0 I 25 $2,200.00
SUBTOTAL DIVISION 4 5120516.23 $0.00 $120,916.2S
TOTALS-CURRENT CONTRACT $3,434,430.40 -$17,530.00 $3A16,900.40
CHANGE ORDER NO.1
CO7l-21 800.0
CO 8'P , 0 Y 0 8
$35.
OLYSTYRENE INSULATION 10 $67.50 430.5 $367.50
TOTALS-CHANGE ORDER NO.i $9,167.50 $9,167.50
CHANGE ORDER NO.2
CO2-1 COST FOR ADDITIONAL EASEMENT TO RELOCATE MH 0.1 LS -$3,500.00 1.00 -$3,500.00 1.0 -$3,500.00
CO2-2 8"X 8'WET TAP INCL.VALVE&SLEEVE EA $5,500.00 1.00 $5,500.00 1.0 $5,500.00
CO2-3 12"DIP CL.52 WATERMAIN INCL FITTINGS LF $75.00 328.00 $24,600.00 328.0 $24,600.00
TOTALS-CHANGE ORDER NO.2 $0.00 $9,070.00 $26,600.00
TOTALS-REVISED CONTRACT $3,443,597.90 $3,452,667.90
SEE SHT. C501
NOTES: 50' TEMPORARY IVAIlllr I11111I II �r
1. ALL WORK SHALL BE PERFORMED WITHIN THE EASEMENT$". 1j11 I �II II I 1
CONSTRUCTION LIMITS AS DEFINED BY EASEMENTS RECO REAL ESTATE Q III jI I j 40'PERMANENT
OR ROW. LLC & ATTN: KATIE NATH a1s I II EASEMENT
e°
2.CONTRACTOR SHALL PROTECT EXISTING UTILITIES. RID 3602921330001 „ � III II I U I I
3.CONTRACTOR SHALL COORDINATE ALL UTILITY
aB��I I
IMPACTS WITH APPROPRIATE UTILITIES. SALVAGE & REINSTALL ,�4 .� �IIII 1
METROPOLITAN COUNCIL EXISTING 24' STUB AT F 2 I j 11 11 j
4 ELEVATIONS CONTRACTOR
RPSHARIOR TO CONSTRUCTION INVERTAND NOTIFY ` 36029� 30014\,\ _ — REVISED GRADE. I I 1111I Illlj� 1111 " \�„ REMOVE AND REINSTALL
R WALL
ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. $\ I 1 1 111 JI II Ij I T/OP WEIROOD I EL. 918.80
�\ I PI:(105+4 .1-1 —// I I I PI: \� 6.19
_4„ 't REMOVE AND REPLACE 15"
\ \ 4, METER S�A —EX 24 I �7 1 �9" I ' 4` i' IE.917.13(N)
\ I I III 1 I 916.84(S)
e L O i \ — _ _ — iII I 2- SALVAGE REINSTALL
• s" SIGN IN IDENTAL
SALVAGE & REINSTALL
( )
EXIST. SEWER MANHOLE I p! ECO �TE1 �o III 4� -a"
AND PIPE. p �C & ATTN: E�tf• al 4 °
N �_ RID 02�2�-33OL1D� I —' FM 5CY CL. 3 RIP
PROTECT EXIST. ACCESS 3'cMal 0 1 102 / \ a—� l Q 4 RAP W/ GEOTEXILE
RIVE. Z 103 ____a FABRIC
T \ ZL i �� --2 _ ____�15"CMP
T T r �'9ao � sR : F:�-201_F-18" SANITARY
�T 8`T ---- �_-- REMO�/E A D REPLACE115 SEWER TUB AND PLUG
—� a CMP CULV RT ---
LAKE ELMO Owner STATE OF MN—DOT I.E. 918.15(W)
RID 3602921330007 PROTECT EXIST. ROADWAY. 918.00(E)
SHEETING/SHORING MAY BE REMOVE AND REPLACE EXISTING
0 50 100 150 REQUIRED (INCIDENTAL) BITUMINOUS DRIVEWAY W/ 3" BIT.
WEAR AND 6" AGGREGATE BASE.
SCALE IN FEET ACCESS TO BE PROVIDED AT ALL
TIMES REQUIRED BY OWNER.
......... ........ ........ ........ ..... ......... ........ ........ ....... .... ....... ........ ........ ....... .... .......
— MANHOLE 0 EX o 1 48" M E o 2 54" MANHOLE
RIM 922.Z6 NEENAH CASTING: 1755—E
INV IN 882.45 RIM 920.50 RIM 917.02:
940 INv our ss1 s7 940
............................................................................................................................................................................................................................................................................................................................................................................................................................... .. I.NV..882..93 E ......... .. .............1NV..900.94 N................................................................................................
)
V 882 }
IN .8.3(NW) (16.38':DROP
INV 8s4.56 N.E)
INV 884.O6(W)
EXISTING
930 930
PRQFlLI...:.::.............:...........:..:...:....................................:...................:..........................................................
-- ---- —
920 920
.................... ......... ........ ........ ........ ......: ......... ........ ........ ....... .... .. ....... ........ ........ ....... .... .. ....... ........ ....... ...... ...... ... ........ .............
w
910 910
.......................................:...................:...................:...................:...................:...................:...................:...................:...................:...................:...................:................ ............. ............. ............. ............. ............. .............
w [.:.
01
900 12'rLF=24, .SAN. 900...
00.12%
�a 890 C 000.12% 890
m ...................
.. EXISTING 24" ........ ... ..........
STUB
880...
6LF 24 213LF 24 SAN 880
........ ........ ...
o I __50q+ ++ �18LFPLUG (INCIDENTAL)
® 12
E m M L E.:884.59
SAN. 0 0 q
cm o f o � oo
sW 100 101 02 103 105
Em
x� PROJECT NO.THEREBY CERTIFY THAT THIS PLAN WAS PREPARED 444 Cedar Street,Suite 1500 LAKE ELMO AVENUE SEWER
aQ DESIGNED DRAWN BYMEORUNDERMV DIRECT SUPERVISION AND THAT HUDSON BOULEVARD
n 6a RSQ/DMK MOB I AM A DULY LICENSED PROFESSIONAL ENGINEER Saint Paul,MN 55101 INFRASTRUCTURE IMPROVEMENTS 15204.001
UNDER THE LA SOFTHESTA�E OF MINNESOTA Station 101+00 to Station 105+00
r 5 m �iY �w k 651.292.4400 194 TO 30TH STREET
O o E� CHECKED RECORD NO. SHEET NO.
o v"ry tkda.com
o g.=" RSQ DATE 6/18120130UANBEOK LIC.NO. 19396 TI(DA SANITARY SEWER CcJ00
awml3 asa cxanr£o�omxo.s LAKE ELM MINNESOTA
w^o n T NO. DATE BY DESCRIPTION OF REVISIONS CLIENT No. M5A No.
r aox
EE SHT. C516 17-4 LIFT STATION
I �ti xMI
zvas I -�/ pcij SEE SHT. C105 FOR 1
�7 ENLARGED PLAN OF LIFT x tt.-'1
II / STATION & DETAILS xS�
1' I( F&1 6" GATE VALVE & BOX, O I I
II \ t00LV-382bF-6"DIP;CC.52-
WATERMAIN, 02• Os:. a° I I !E PROFILE a
PIT 22 III Ot :iii` 'v+� HYDRANT. �� L
NI
f
L �
1 Q ts" PVC I �PLUG
��� F&I 16" GATE p
1 :IEGt l� I-
.--�
INCIDENTAL 1 !:t'I'E I!� ii!iIs?
S
C Wo`• l£N(INCIDENTAL) ...J.:� FNC
VALVE AND BOX 4. :�'°�" :°<'''�
/ N, I I PROTE�f I TING CO NC,S C SLAB
o
. .:::: ...................
M-A CHLINE �0-:00 Illr;' F&I ZSCF-16'Pvc, NOTES:
�.. L
SOR26 O 0.12%, r (�50)
n-t - _ _�
2 18" PLUG END _ __ _
1. ALL WORK SHALL BE -zy tEMPORARr
REMOVE & REPLACE EXISTING II 1 _'�•�—• -+-— 17: (INCIDENTAL) PERFORMED WITHIN THE �- I MATCH EXISTING BITUMINOUS
CURB AND GUTTER, I.E.
BITUMINOUS SURFACE TO 1.II I I t , 8�F34 CONSTRUCTION LIMITS AS \ °a'mtl10n0N II PAVEMENT
CENTERLINE I 8$y.3; DEFINED BY EASEMENTS OR EASEMENT PROPOSED RETAIN(3 WALL 1 k �
SEE SHT. C105 L_ I
�t I -- -- :Ii ili ROW. 15• TEMPORARY I
CONSTRUCTION
F&I S-XQ- WET TAP, II E 1 2.CONTRACTOR SHALL EAxM�T I 1
;l�" SEE LEFT SIDE t
INCL. TAPPING SLEEVE, y= l2tE%��t Te a PROTECT EXISTING UTILITIES. FOR UTILITY _ uTY� i EASEME T
Sr TAPPING VALVE & BOX. II I I �I""` F EASEMENT } k
8'E TlibI 3.CONTRACTOR SHALL m m a 1 �13
II I ■I D „yl 2 COORDINATE ALL UTILITY �- _ 8 1 I I�
e I I �^ IMPACTS WITH APPROPRIATE m
11 k:, 1 I Q® �Y 1 =I
F&I 18"X6" WYE, 7 II a 10 •;!i114 1 p UTILITIES. NARSH
m
20LF-6" PVC SO �6 I / (T I
SANITARY SERVICE II
PIPE, 0 2.00%, 111 Im1 TOWN HOMES
6" PLUG (INCIDENI�L)II It
— "' `:I t_• /
yyllllll II �IIy [,��[�q] �[�r � •'Ii� '
O II II ® II — �rA�y ARAGE ARACE tJti7l �I) E w
1ti1
a 30TH ST. — —1, R TKO
Z I! 11 itwlll I SEE RIGHT SIDE
It �r.Auer. FOR LIFT \
� , w-w
1` L I I fI"'" STATION DRNE —w w -Igsw«-�' 197 197+58.81
DE u WA
f!I'.i°I`e ENTRANCE .�.2 -------+
w� w Ty 0� 4l�----W---- i t ___-' - -- --_-
RCP—= ...• _ .-CTy
I - - SIT. I.I.:,:
UTILITY EASEMENTLIFT STATION
5DCALIE I 150
17-1 17-4 O O
17-3 t7-{ O N
AIR RELEASE CLEAN OUT RIM 904.86 LIFT STATION rn rn rn m m off^ ^ N a NPN n
RIM 906.73 RIM 903.42 INV 884.19(NW) RIM 897.00t °0 m a0m °0 °Oa ° mow' �m mo, �o m
STATION EQUATIONI INV FM 894.73 INV FM 884.02 INV 884.29(S,N) INV 884.0 (SE)193+79 (C516) = ILLI INV DROP 876.0 (SE) EXISTING PROFILE
0+00 (C517) Z
J PROPOSED EL PROFILE 930
2
U
Q PM STA- 3+DO //
PROFILE Q PROPOSED 6"WM PVI ELFV- 099.15 --
A.D. - 7.38 ,
910 I PROFILE q PROPOSED 18"SAN K - 13.54 920
1 �\� PROFILE q PROPOSED 16"FM t°0' VC- o
In
910
900
EXIST. 8"WM
co
i
.
890 1.5` MIN. 7' MIN.----- COVER WM `----- a d �i� 900
CLEARANCE BETWEEN I COVER FM
FORCEMAIN AND
WATERMAIN PIPING TO
880 I 116 LF- 12"CID, cl.-sz wM VALVE VAULT- 890
39LF-16" HOPE 6-" G. =n_WM SEE SHT. C102
(DIRECTIONAL DRILL) mm & C103
211LF-16" HDPE
870 (TRENCH INSTALLATION) 880
18' PVC PLUG 18LF-18"DIP CL.50, 00.12%
^ (INCIDENTAL)
I.E. 884.58 243LF-18"PVC, SDR2600.12% 188 PE
(TRENCH 1 " HD INSTALLATION)
s 138LF-18'PVC, SOR2600.12R
870
Do + +041
C�
5 4 3 2 1 0
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED 444 Cedar Street,Suite 1500 LAKE E LMO AVENUE SEWER PAOJECT NO
' r DESIGNED DRAWN BY ME OR UNDER MY DIRECT SUPERVISION AND THAT UTILITY EASEMENT&
I AM A DULY LICENSED PROFESSIONAL ENGINEER Saint Paul,MN 55101 INFRASTRUCTURE IMPROVEMENTS 15204.001
y R50DHE MOB UNDERTH WS9�TT ST�rDTA 651.292.4400 1-94 TO 30TH STREET LIFT STATION DRIVE ENTRANCE
CHECKED ALDhL�c�X tkda.com RECORD NO SHEET NO
RONALDOUAN E N LAKE ELMO MINNESOTA
oE .- Rso DATE Bnerzma LC-NO. ,ease SANITARY SEWER&WATERMAIN C517
✓[ K NO DATE BY DESCRIPTION OF REVISIONS TKDA CLIENT NO MSA NO