HomeMy WebLinkAbout15.C.1. Approve Plans and Order Ad for Bids for Pheasant Run Storm Sewer Replacement Project 2003-6-Res. No. 6101
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CITY OF SHAKO PEE
Memorandum
TO: Mayor & City Council mr
Mark McNeill, City Administrator
FROM: Jeff Weyandt, Assistant City Engineer
SUBJECT: Consider Approving Plans and Ordering Advertisement for
Bids for Pheasant Run Storm Sewer Replacement Project,
Project No. 2003-6
DATE: August 17, 2004
INTRODUCTION:
Attached is Resolution No. 6101, which approves the plans and specifications and
authorizes staff to advertise for bids for the Pheasant Run Storm Sewer Replacement
Project, Project No. 2003-6. Also attached is a memo to Council dated June 17, 2003
giving a little more background on the project, a memo from WSB & Associates, Inc., a
letter to the residents in the area and a preliminary set of plans
BACKGROUND:
On June 17, 2003, Resolution No. 5903, ordering the improvement project and the
preparation of plans and specifications for the Pheasant Run Storm Sewer Replacement
Project was adopted by the City Council. The project consists of up sizing storm sewer in
the Pheasant Run Development to increase the capacity ofthe system.
It is staff's intent to request plan approval and authorize advertisement for bid and have
Council consider the bids at its September 7, 2004 City Council meeting, in order to
complete construction this year.
ALTERNATIVES:
1. Adopt Resolution No. 6101, A Resolution Approving Plans and Specifications
and Ordering Advertisement for Bids for the Pheasant Run Storm Replacement
Project, Project No. 2003-6.
2. Deny Resolution No. 6101.
3; Table for additional information.
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RECOMMENDATION:
Staff recommends Alternative No.1, to approve plans and specifications in order to
proceed with this project.
ACTION REQUESTED:
1. Offer Resolution No. 6101, A Resolution Approving Plans and Specifications and
Ordering Advertisement for Bids for the Pheasant Run Storm Sewer Replacement
Project, Project No. 2003-6, and move its adoption.
<}(fweF
Jeff Weyandt
Assistant City Engineer
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ENGRI2003PROJECTIMISCPROJECTIPHEASANTRUNIWORDIMEM6IOI
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RESOLUTION NO. 6101
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A Resolution Approving Plans And Specifications
And Ordering Advertisement For Bids
For The Pheasant Run Storm Sewer Replacement Project
Project No. 2003-6
WHEREAS, pursuant to Resolution No. 5903. adopted by City Council on June 17, 2003,
Bruce Loney, Public Works Director has prepared plans and specifications for improvements to the
Pheasant Run Storm Sewer Replacement and any appurtenant work and has presented such plans
and specifications to the Council for approval.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF SHAKOPEE, MINNESOTA:
1. Such plans and specifications, a copy of which is on file and of record in the Office
ofthe City Engineer, are hereby approved.
2. The City Clerk shall prepare and cause to be inserted in the official paper and in the
Construction Bulletin an advertisement for bids upon the making of such improvement under such
approved plans and specifications. The Advertisement for Bids shall be published as required by
law.
Adopted in session of the City Council of the City of Shakopee, Minnesota,
held this day of ,2004.
Mayor of the City of Shakopee
ATTEST:
City Clerk
ENGRI2003PROJECTIMISCPROJECTIPHEASANTRUNIWORDIRES6101
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SHAKOPEE
August 12, 2004
Michael & Elizabeth Richards
1870 Pheasant Run Street
Shakopee,~ 55379
RE: Pheasant Run Storm Sewer Replacement
Dear Mr. & Mrs. Richards:
This letter is to inform you that at the August 17, 2004 City Council meeting, the City
Council will consider plans for replacement of storm sewer associated with the Pheasant
Run Development. Previously, you have been contacted by City staff in regard to a
storm sewer replacement project off of Mathias Road, west of Pheasant Run Street and
also on Quail Drive, west of Pheasant Run Street for the storm sewer connecting ponds
and outlets of ponds to the City storm sewer system. The existing storm sewer pipe in
this area has been determined to be under sized and needs to be enlarged to provide
additional capacity in this area.
The City will receive bids in September. The City will analyze the bids to deteinline if
the project should be constructed this year or ifit is cost effective to rebid the project
over the winter and construct it in the spring.
If you have any questions in regard to this project, prior to the Council meeting, please
feel free to call Jeff Weyandt, Assistant City Engineer at (952)496-9665. I also would
like to thank you for your patience and cooperation on this project and look forward to
working with you as we complete this project.
Sincerely,
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Jeff Weyandt, P .E.
Assistant City Engineer
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ENGRI2003P ROJECT/MlSCP ROJECT/PHEAS ANTRUNIWO RD/8.12.04LETTER
Cc: Bruce Loney, Public Works Director
Cm.1IvHj;-.\ITY PRIDE Sr:'\cE 1857
12li Holme., Sti'lXl St)~;th . Sh~tkllp''::''. .\1inn,,:,..,ol:.; . 55~ 7~.. J.~5 i . l.J;2.2~3.~~iJ!J \I }-','\.\ ~)~:..2:;~..:;~'); . '.'. \1, \'..i,:i.":hd.op....c-.mn.u'
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. CITY OF SHAKOPEE
Memorandum
TO: Mayor & City Council
Mark McNeill, City Administrator
FROM: Bruce Loney, Puhlic Works Director
SUBJECT: Consider Preparation of Final Plans for
Pheasant Run Storm Sewer Replacement
DATE: June 17, 2003
INTRODUCTION:
This agenda item is for City Council to consider ordering plans and specifications to be
prepared for storm sewer replacement in the Pheasant Run Subdivision.
BACKGROUND:
Pheasant Run Subdivision have been completed and nearly fuily developed. This
subdivision has 160 acres of drainage in the subdivisions 'and an additional 160 acres of
drainage.flowing through the Pheasant Run ponds from the Dominion Hills area. During
the summer of 2002, staff had received inquiries as to the height of the pond levels on
ponds near Mathias Road and Quail Drive.
Upon field investigation and review of drainage calculations, staff authorized WSB &
Associates to review the drainage systems in this area by modeling the storm water areas
to the 100 year, 10 day snow melt event and the 100 year, 24 hour rainfall event. Also,
WSB & Associates did surveying work on the stormwater system in this area for
elevations and low building elevations of property.
The result of the stormwater analysis in this area, which is attached, indicates that the
existing storm sewer outlets from the pond south of Mathias Road to the pond north of
Mathias Road and south of Quail Drive and the outlet from the pond to Quail Drive needs
to be enlarged to provide the proper safety separation from pond high water level (HWL)
to property for the 100 year, 10 day snow melt event.
In this analysis it was found that the drainage area that was anticipated to flow to the west
and to Beta Seed parcel could not be directed that way but must run into the Pheasant
Run development as it currently did before development. Also, the developer's engineer
did make a wrong assumption on the pipe size on the pond south of Quail Drive to the
stann sewer system north of Quail Drive. Staff has done a preliminary design and cost
estimate in replacing the storm sewer system, from the pond south of Mathias Road .to the
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4. Authorize the City Attorney to prepare a reimbursement agreement with Pheasant
Run of Shakopee, Inc. for the reimbursement associated with the Pheasant Run
stonn sewer replacement and authorize the appropriate city officials to sign the
agreement.
RECOMMENDATION:
Staff recommends Alternative No. 1 and No.4, in order for staff to proceed with final
plans with this project and to bring these plans back for City Council to approve. Staff
would then advertise for bids and construct the project in the 2003 construction season.
ACTION REQUESTED:
1. Offer Resolution No. 5903, A Resolution Ordering the Improvement and
Preparation of Plans and Specifications for the Pheasant Run Storm Sewer
Replacement, Project No. 2003-6, and move its adoption.
2. Authorize the City Attorney to prepare a reimbursement agreement with Pheasant
Run of.Shakopee, Inc. for the reimbursement associated with the Pheasant Run
storm sewer replacement and authorize the appropriate city officials to sign the
agreement.
b
Brucew~
Public Works Director
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MEM5903
A.
WSB
& Associates, Inc. Septernber20,2002
Mr. Bruce Loney, P .E.
Public Works Director r;n m ffl ~' a 'Vi}. '~~=;~~::'l
City of Shako pee
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129 Holmes Street South ! ,:,.' ; -"'-::-- -~ J n ;
Shakopee, MN 55379-1328 ' , ' . ,,' J I
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Pheasant Run Development Ponds 1 & 2 J ~ ; '_t'o' r
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Storm Water System Analysis . ,..,... ...t"i"~
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Shakopee, MN .._'~....~..........,~. v :\...C
WSB Project No. 1281-33 ,
Dear Bruce:
We have completed our review of Pheasant Run Ponds 1 & 2. This review included an
additional 160 acres of drainage area located south of Valley View Road from
subwatersheds MP G 1- A through MPG 1- E being directed through the Pheasant Run p~mds.
This drainage area was previously anticipated to flow west in the City's Comprehensive
Storm Water Management Plan, but has been directed into the Pheasant Run Development.
The existing outlets from Ponds I & 2 consist of 15" RCP outlets. The low-building
elevations adjacent to Ponds 1 & 2 were anticipated to be at 834.2 and 833.8 respectively.
The low building elevations and the elevation of the el11.ergency overflows from these
ponds are based on the Pheasant Run grading plan dated February 5,1998, these elevations
should be verified. Under existing conditions, the anticipated high-water levels are:
100- Year, 1 O-Day Runoff Event 100-Year, 24-Hour Event
Pond 1 HWL - 833.6 Pond 1 HWL - 832.5
. Discharge - 26.9 cfs . Discharge - 6.8 cfs
. Freeboard - 0.6 feet . Freeboard - 1.7 feet
Pond 2 HWL - 832.6 Pond 2 HWL - 828.3
. Discharge - 25.2 cfs . Discharge - 7.4 cfs
. Freeboard - 0.2 feet . Freeboard - 1.5 feet
Two altematives have been evaluated to reduce the anticipated 1 OO-year high-water levels
in Ponds 1 & 2. These altematives limit the discharge rate from Pond 2 to 25 cfs. This
reduc.es the potential for any flooding downstream ofthe Pheasant Run Development. The
following outlines each alternative.
4150 Olson Alternative 1
fl/lemorial Highway This alternative anticipates the following modifications to Pond I & 2 outlets \vithin the
Suite 300 Pheasant Run Development:
Minneapolis
Minnesota II Replace the existing IS-inch Rep outlet from Pond 1 with a 27-inch Rep
55"-22 which flows to Pond 2.
753,541,4800
763,541,;700 FAX f'/:in.-.;apo!is . 5t. C:O'..;': . :q~::.! C;;portUlii:)' Em::;oyer
.
Bruce Loney, P .E.
City of Shakopee A
September 20, 2002
Page 3
Neither alternative provides thr~e feet of freeboard between the low-building elevation and
the 100-year high-water level adjacent to Pond 1. Implementation of Alternative 1 would
require the lowering of normal water elevations in both Ponds 1 & 2. The lowering of
normal water elevation would change the elevation at which the 10: 1 bench should be set
in each pond, and would require additional grading and restoration work around each pond
to meet the expectation of the adjacent homeowners.
Alternative 2 provides slightly less freeboard protection than Alternative 1, but would not
require alteration of the normal water elevations of Pond 1 or 2 and could be constructed
with a minimum of disturbance to the existing homeowners. Both alternatives provide 100-
year flood protection to each ofthe adjacent properties with more than two feet of
freebo ard. ' ,
If you have any questions or comments, please call me at (763) 287-7182.
Sincerely,
WSB & Associates, Iuc.
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Todd E. Hubmer, P .E. Ted Witkowski
Associate Engineering Specialist
cc: Peter Willenberg, WSB & Associates, Inc.
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.A 01150 Olson M8I1lOllal Highway ~~::r:=~.,"':';::,. r::a~cr~~~~IO'':~1' SC&lll as lal1[D ~
mtl 1>>1 A Ell. 't ,,~mfO NO'EsslCllAI. EHr.ItEOt tJolJI ....... .r.
Sui... 300 Pheasant Run Fonds 1 & 2 lit':.:, IAM'Dllttt Sf At( or ..tfnotA TAW
wse Minnll:lpoIiG. UN 55422 (CD ."1 'IlOJCC.l Mill
\ 7lJ3.641"1OlH1 SHAKOPEE, M~ESOTA PRIt 1281-olO SHAKO PEE
fAll71n.'i4 \.1700 TDIlD f. HUBNER. P.E. _(CIllO C:ClI'V'UI .....
&~ 1",,- ~lt. 4/11/02 _tIl, 24001]
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PLAN SYMBOLS
RIGHT-O~-WAY LINE --- PHEASANT RUN STORM SEWER REPLACEMENT
PRESENT RIGHT-OF-WAY -----
PROPERTY LINES (EXCEPT LAND UNES) CITY 'PROJECT NO. 2003-6
RETAINING WALL ~ GOVERNING SPECIFICATIONS
CHAIN LINK FENCE ~X---alC_
CATCH BASIN .ca THE PROJECT SPECIFCATIONS, CITY OF SHAKOPEE STANDARD SPECIFICATIONS AND THE
FIRE HYDRANT 'f" STORM SEWER REPLACEMENT & APPURTENANT WORK 2000 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANOARO
IRON ROO OR PIPE . SPECIFlCATIONS FOR CONSTRUCTION".
MONUMENT (STONE, CONCRETE, OR METAL) o MONU,
POWER POLE UNE ~
TELEPHONE OR TELEGRAPH POLE UNE . .
JOINT TELEPHONE AND POWER
ON POWER POLE ~
ON TELEPHONE POLES @ @
ANCHOR !--
STREET UGHT ..
PEDESTAL (TELEPHONE CABLE TERMINAL) 1& PED,
GAS MAIN -G- INDEX
WATER IofAIN -<--
TELEPHONE. CABLE IN CONDUIT ~T=
ELECTRIC CABLE IN CONDUIT ~E=
TELEPHONE tofANHOLE CD DESCRIPTION SHEET NO,
ELECTRIC MANHOLE: CO
BURIED TElEPHONE CASLE -T-
BURIED ELECTRIC CASLE -E- 1 TITLE SHEET
AERIAL TElEPHONE CABLE .....T-AE..... 2 TYPICALS SHEET
SEWER (SANITARY OR STORM) ->-- J EXISTING CONDITIONS
SEWER MANHOLE ->--..
PROPOSEO STORf04 SEWER H ... 4 STORM SEWER - MATHIAS DR
5 STORM SEWER - QUAIL DR
THIS p!J\N CONTAINS 5 SHEETS
CHARTREUX
AVE
ST FRANCIS
ALL APPLICABLE F'EDERAL, STATE AND LOCAL LAWS AND ORDINANCES WILL BE COMPUED
WITH IN THE CONSTRUCTION OF THIS PROJECT,
ALL TRAF'FlC CONTROL DEVICES AND SIGNING SHALL CONF'ORM TO THE LA TEST EDITION OF THE
I MMUTCD, INCLUDING FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS,
DESIGN ENGINEER: I HEREBY CERTIFY THAT THIS PLAN WAS PREPAREO BY ME OR UNDER
MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER
! UNDER THE LAWS OF THE STATE OF MINNESOTA,
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... .. ....H. H ........~........H.....H.H............ "'''_'M.,. ............. .... .' ..,... ....... .....,........ .........,..............."'.. ..........,......,,....................! DAlE REG. NO
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES THAT ARE SHOW, ARE SHOWN IN
AN APPROXIM ATE WAY ONLY, IT IS NOT GUARANTEED THAT ANY OR ALL EXISTING
UTIL TIES ARE SHOWN, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCA T/ON OF PROJECT LOCATION
ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES,
NOTIFY GOPHER STATE ONE-CALL
1-800-252-1166 OR 612-454-0002
SCALES tFVI~/OTD>IE1R
INDEX MAP 1"-1000' ~... I PLAN REVISIONS ~ I p,. I~~JJP Dlw
DATE SHEET NO, APPROVED BY
1000 D 1000 [:(; PROJECT lOCA nON
COUNTY: SCOTT OD1'v1!lVlrVI~mrY PRIDE SThICC.JE 1857
PLAN HORIZ. rc.~- .
AND '''=20' 20 0 20 DISTRICT METRO
PROFILE VERT. "",. I
1"=5' 5 0 5 SHEET NO, 1 OF ~ SHEETS
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". STORM SEWER TABLE
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STRUC'I\IRE TYPE CASnNG RIM INVERT PIPE PIPE FlOWS TO:r: MISC. z
NUMBER STRUC'I\IRE TYPE ElEVA nON ELEVA nON SIZE LENGTH STRUCTURE GRAOE COMMENTS .. S ..
eo-ROw ; i t:f
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CBIAH 1 48-4020 R-4342 831,85 826,57 27" 132' CBUt{ 2 0.31 (!) <3> I!! ~ ..
"> '" ~
CSMH 2 60-4020 R-3067 832~25 826.16 27" 37' ,CBMH 3 0,31 (!) <3> C1.
C8MH 3 60-4020 R-J067 831.91 826.05 27" 35' CBMH 4 0.31 <3> @ II' IS' ~ $'
....zx-tUJI: 4.:' Sl.CPE tuN 2S-WAX4:' Sl.Of'( CD ~ CD
C8MH 4 48-4020 R-3067 831.91 825.94 27" 140' FES 4 0,31 <3> @ -:IS vARIES e '" s
FES 4 825.50 27" 27" FES WI TRASH GUARD \ \ '-'.,n- TTPt .. lIlIl_ _ COUlISt: \ ~ ! ~
FES 5 823.50 24" 29' C8MH 5 -6.90 24" FES W/' TRASH GUARO IJ;,) \:2. TTPt JI ao-.s e.st - SUAvllUNTAlll.t C . c l!l l!i
s' C\. ~ 1'_ CIlUS>IED UlItsTONQ
tBMH 5 48-4020 R-4342 829.50 825.50 24" 138' CBMH 6 0.80 (!) <3> U
CBMH 6 48-4020 R-3067 831.57 824.39 24" 35' CBMH 7 0.80 (!) 0 QUAIL DRIVE & MATHIAS ROAD ili
tBMH 7 48-4020 R-3057 831.57 824.12 21" EX 21. RCP 0.84 (!) 0 N. T.S. TYPICAL STREET SECTION e.;-;
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NOTES: ~~:;;Id ~I
CD REMOVE EXISTING STORM SEWER STRUCTURES ~:-itJ
AND INSTALL NEW STRUCTURE AT SAME n 81:1
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~ SALVAGE AND REINSTALL CASTINGS. (ALL TYPES) ~ r al~ g
0> REMOVE EXISTING STORM SEWER STRUCTURE AND INSTALL
NEW STRUCTURE 1 FT WEST OF" THE EXISTING STRUCTURE.
A CALL TO GOPHER STATE ONE (800-252-1166) IS REQUIRED ~
A MINIMUM OF" 48 HOURS PRIOR TO PERFORMING ANY 0
CONSTRUCTION. Vi
THE LOCA nONS OF" EX/SITING UNDERGROUND UTILITIES ARE NOT ~
SHOWN ON THIS PLAN. THE CONTRACTOR SHALL DETERMINE a::
THE EXACT LOCATION OF" ALL EXISTING .UTlLITIES BEFORE
COMMENCING WORK.
MUST MAINTAIN ONE LANE OF" TRAFFIC AT ALL. TIMES FOR
LOCAL TRAF"FIC AND EMERGENCY VEHICLES.
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TRANSVERSE &< lONGIiUDINAI. BARS CD '" W ~ a...
I" ,OR 21- TO 42" APRONS '5 III :r: (/)
AU. STOR>l SEWER CASTING ELEVATIONS 1 1/4" FOR 42" de lARGER APRONS '" v a... >-
SHOwN ON THE Pl.ANS HA'It BEEN, .. l!; !-
DEPRtSSEO 0, IS' eaow CUTTER ~ " ::;E
tl.EVATION. ';i ~ a:::
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!-
',::,:: .- CONCRETE COlLAR 1 (/)
6-
PRE-CASTCOHCRETE T
I.lANHO~ COVER '.
SET -:-;. ~E~~r O~~ . . " RErtR TO Pl.ANS
.. FQR PIPE REOUIREO
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ALL TRASH GUARDS SHALL BE GALVANIZED AFTER FABRICATION ~ I
PER MNDOT SPEC. 3392 de 3394. ~ !
HOTES: TiE lAST 3 PIPE JOINTS, USE 2 GAlVANIZEO TIE BOLT FASTENERS ~ I
&\Sf: TO aE GROUTEO TO FOR" A SllOOTH PER JOINT, INSTALL AT 50' FROIA TOP TO BOTTOM OF PIPE,
INvtRT TO OUTlET, NOTE:
SECTION A-A :"~~~~-OUTS TO 9E lOCATtO ""ERE SToRw stWtR TOP OF CAStINO ELEVATION SHOWN ON THE PlANS ,. tr\
. INCLUDES A 0, IS' DEPRESSION FRO" THE PROPOSED CUTlER \,!j ~
clWl!:. 1M< COHCREn: CUR8 SHOULD BE TIlANSITrONED FRO'"' THE
PROPOSED GUTTER GRAOI: TO THE CASTING ELEVATION 10 FEET ON
EACH SlOE OF THE CENTER or THE CA5TINC, SHEE T NO.
2
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. " NOTES: Ij~ \ \i \~ \' \ \ ~ ~
. <D ROADSHALLBEOPENTOTRAFFICATTHEEND I ....__- ---' --..-- '--I \~ ~ \ ' . __ i ~ ..
OF EACH WORK DAY I ..,..'---- \ \i ' ,I
@ SAWCUT BITUMINOUS PAVEMENT {FULL DEPTH} I _.._ --- -..--oo \ \\ \~ \\ -REMOVE 131 S,Y, BITUMINOUS PAVEMENT I ~
@ SALVAGEANDREINSTALLCHAINLlKEFENCH(AS roo \ \\ ~ \\ (REPLACEM3PERiYPICALSEC110N) __ I .. ~ ~
NECESSARY) I , \ ,\, ,____' ..,,,-- -" 1 I l!! 0 l:j
@SALVAGEANDREINSTALLRETAlNINGWALL{AS\\\\\ \i ~ __ _ -.-' \ " ~ ll: if.
NECESSARY) ~, . _." \ \ \1 .._ - '
<ID SALVAGE AND REINSTALL Mise, LANDSCAPING (AS i:lLl.1\_,' 4 \ LOi 40 \ \~ \ \ II ~C-'l \ ! .
NECESSARY) \ REMOVE & REPLACE 60 LF, CURB & GUTIER ~l I \ i 8LOi"'K 3 I '" is ~
I , f" I' \ I ... I 0; 0: OJ
, :~ ! \ - ..... \ I POND 2 '
* ACALLTOGOPHERSTATEONE(800.252-1166)IS \,~ '~ \\-:~ I UTlUlYPEDESTALS \ .. ..
REQUIRED A MINIMUM OF 48 HOURS PRIOR TO (SALVAGE & REINSTALL RIP RAP ~~ ~~ ~ 0 \ \ \ \ LO r II , i NWl. '" 825,50 ~ ;: ~
PERFORMING ANY CONSTRUCTION. I 835.B ;~ ,~ '\ __- ,---' I '2 \ \ \ :t I HWL.. 828,80 4-HOUR) S CD S
\ (B33.7)~...:iG.::-';t\.:.:::...--i1 -- ' \ ;r-(X S/\/< kH :!, I HWL..S29.40 ~Q-OAYRUNOFF) . ~ i 0
** THE LOCATIONS OF EXtSTlNG UNDERGROUND L-- ---- --~:~.d' " 1, rJ:, ; ~~: ~t~~:\ ~~~~;~ ~ 1 ~ \ I ~ ~ 5
UTILITIES ARE NOT SHOWN ON THIS PLAN. THE ~'\ I'I Q) HOO F&\ 21' f1CP CL III ~ g:; \ I 834 ~ ~ .~~ _-' (1)1, 'N1 I
CONTRACTOR SHALL DETERMINE THE EXACT ,.q ':a: 1 \\\ ,.', - "'[ ~.....~, _ _ '-'I ~ J \ (833,2) 'I ~ . ::~~'4' ---'-- m ~ ~~
LOCATIONOFALLEXISTlNGUTlUTIESBEFORE 0+00 Jaf,.l:1Jrr~.2 \H1~:&l27'~cPrcp.'\lI CBMHl _ ."J$)J~~,",+~! --' \.!1;t: g \ I (j) - ~i~ '" .- CD ~ 10 --- SALVAGE&REINSTALL I H:. I
COMMENCING WORK. /"("i; '. (J)\\ '@-'" r--- ---. ~ ~ em )" I . '\~/ ."RCPC\..-III ~ Q ~ ) RIP RAP ~~j
(..0#' ') ,t I (., ' CBMH 3+M F&I 21; ( E i .
**ALLWORK SHALL BE WITHIN CITY ROW OR DRAlNAGE& AJU"" , ~'~ \ __,~I =7-~-- ~lSr=----::'::.14i'~,-, ----- -"- - \ ~ Uo~ ~
UTILITY EASEMENTS \~ ':t '.I.. . ' (, @ _It -=-;:"""""'~" .) .J ~ ~ 511 c;.
I ~ -.1 l~' T ~,-- . ~~" \ ~:::. &
I I ,.', "eo... I
** REMOVAL LlMITS SHALL EXTEND 30 FTOVERTHE 1 i '\ I I I ~ ~ ;'l;;~a
PROPOSED PIPE AND 20 FT OVER THE EXISTING PIPE. Lor 5 1 \1 Q) /\ \ I t ~ ~1l5;,~
REMOVALS OUTSIDE OF THE APPROVED REMOVAL I SHIFTWEST1FT-;-'/ II ~Il \ t:, ~ \ :.U'~~
LIMITS SHALL BE RESTORED AT THE CONTRACTORS i lml I ~ \ ~:lh ~
EXPENSE \ \ LOT 10 : r i!d:iil .g
I I;g: II REMOVE & REPLACE 20 LF, CURB & GUTTER \
** ALL DISTURBED LAWN AREAS SHALL BE RESTORED WI ___ -- -'- :........- - - --- ---- I ~ I 1 \9 I
SOD (4" TOPSOIL & SOD) . 0 0'1 ~l ' I EI. ' -~
/ J G; ! jLUTlU'TY PEDESTALS \1 ~ (/)
** CONTRACTORS SHALL SALVAGE ALL EXISTING TOPSOIL . . l:;o~ \ I __ __ __ __ ..--" -- ---' ~, 6
AND RESPREAD PRIOR TO PLACING THE SOD \ 0 \ I.--- - 1Ii
(INCIDENTAL) POND 1 . \ 6 II ,,20 0 20 5
LEGEND NWL = 826,70 UTlUTY PEDESTALS log HORIZ, ~
x 835,00 EXISTING ELEVATION HWl = 830,60 (24-HOUR) 5 "'" 0 5
x (835,00) PROPOSED ELEVATION HWL = 831.80 (lQ-DAY RUNOFF), \. VERT. "-
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I I 'I' I I II I II' I ' I ' I' I I I ' I I I I 'I' SHEET NO,
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I to..: . r-... 0') ~ C'J ':"; I ~") i L'? .... f.'!'? I :\; C\J C\.! t:\oJ :"-1 t"';I t o;t <q' 0:"4 0 I.... ...:. ~ tn
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0....00 . 1.,.00 2 00 3...00 4~OO
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· :" NOlES: rY' I " I I l;
. <D ROAD SHALL BE OPEN TO TRAFFIC AT THE END I / / if, ! ~ on
. OF EACH WORK DAY r . :' I f::i I
<ID SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) i / ~I' I <;
@ SALVAGEANDRElNSTALlCHAlNUKEFENCH(AS i ." I !/ 0 ,> _ t
NECESSARY} I : I I< r I' t I .. l<I ....
@) SALVAGE AND REINSTALl RETAINING WALl (AS I / , l/ ~ . '; \ ~ ~ ~
NECESSARY) " , ! Ii a.. I
<ID SALVAGE AND REINSTALl MISC. lANDSCAPING (AS - I OEWATER OR 0 PdND I 'Ii / II
NECESSARY) \ I>S NECESSARY Nct'DENTAlj ! I Ul
II I I ~ i!i <
: i I I ~ a:: en
* ACAlLTOGOPHERSTATEONE(800-252-1166}IS N Ii 1. II ) I
O PO 02 f n !
REQUIRE A MINIMUM OF 48 HOURS PRIOR TO "" RRE RING i I I ;: s:
PERFORMINGNNCONSTRUCTlON. ~ NWLa825,50. "'f'" I ! Ii~! REMOVE&REPLACE20LF.CURB&GlJTTEA ; g ;
HWL = 828,80 (24-HOUR) .... !oTh SALVAGE & REINSTALL I 1. REMOVE 75 S.Y, BITUMINOUS PAVEMENT is ~ 13
** THE LOCATIONS OF EXISTING UNDERGROUND j HWL=829.40(1O-DAYRUNOFF) . -". ~ lANDSCAPING 7 ~!I 2t2JIJ '-(REPlACEI>SPERTYPICALSEC11ON) el ~ ~
UTIUTlES ARE NOT SHOWN ON THIS PlAN. THE (-\... -"" I 'I i CONNECTTOEXIsnNGSTORMSEWERSYSTEM Q Q U
CONTRACTOR SHALL DETERMINE THE EXACT V "i,.. '"''1 ~ -"-'" I ., ".':;:!(;,1:~ :7.k,--"" I ...
LOCATlONOFALlEXISTlNGUTlUTlESBEFORE '- ,I.., ':0 "_"__" __ __ -- ---' ~ !f\\";":'v(.;,'('>?A '. ~~:
COMMENCING WORK '$_.-" .... [:" nY ,-', ,_" (f),~~+oo._;<l-(~'\.~mJ :,".~,! ff~ -........,........, I ~-a..
. .."'><- r .. ~,1 ~_ .- - : ) _:>~--->~---- ~ ~F~';.,;". ,:"~:;' t(!>.f -., 1l&;
-<"'I-,A: >)) . _ .!Sl.__.",,~ -,..-..-->:>~-- p1"<\W'il:4 ~r:.:;HJ'::\ " ~~.!1
** ALl WORK SHALL BEWITI-lIN CITY ROW OR DRAINAGE & / .. ~.., "r...4~" ..=,;....>'>'~'_.>>-_...."._,... ',":;-- ~ ii,,<j;~"'~:~"14i.':.'-:..~~:~\V EXlSTING21'RcPCLIliCTOR' , . ,Ii'.' ]:::5 .;
UTIUlY EASEMENTS ~.. ...) III', I "111~'!..---- EMAlN IN PlACE:} : , ;:) : ~ E ~ ~
VAGE & REINSTALL RIP RAP > 1J~ v.c-qz .........." &\?6:f\cP(j..... I ,: -.... "__...__ w - ~::~ I
** REMOVAL UMITS SHALL EXTEND 30 FT OVER THE 79" \ \+00 f -,~~1 I I j I ~e~:2 I
PROPOSED PIPE AND 20 FTOVER THE EXISTING PIPE, SALVAGE & REINSTALL FES is'.o.o'''' _._ ...--- .!~~ ( / /' :3:i;t~
REMOVALS OUTSIDE OF THE APPROVED REMOVAL 'l: ~ .._- '~I I a ii Ii"~
LIMITS SHAlL BE RESTORED AT THE CONTRACTORS .. '.'14 & _' --- I! ./1 I '--REMOVE&REPlACE20LF,CURB&GUTTER ~tr~: ~
EXPENSE .../ ($) ~....... ,- ! ! V h "aU 7i
~- -~. I I _" Q.lI'I 0
'-',\ . I 4J I
** ALl DISTURBED LAWN AREAS SHALL BE RESTORED W.' ~......- \ \ SALVAGE EXlSIlNG CASTING I I ~ I I \~ ::P!~
/ ~. -. F& I R-2559 CASTING ' 0:: , ~~ 1_,
SOD (4' TOPSOIL & SOD) ../~ \ I I a I .~ IJIP"
.-...... \ \ ; I -J , (f')
** CONTRACTORS SHALL SALVAGE ALl EXISTING TOPSOIL ..........- \ \ I fI ~ I if /'. Z
AND RESPREAD PRIOR TO PLACING THE SOD ..; \ I' II a I I P 0 Q
(INCIDENTAL) \ \ I! /F'\ ,I '6 20 ~
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X 835.00 EXISTING ELEVATION '. , a::
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