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HomeMy Public PortalAbout20150122 PW&P pktNotice of Meeting & Tentative Agenda City of Jefferson Public Works & Planning Committee 1 ) Introductions Thursday, January 22, 2015 7:30a.m. John G. Christy Municipal Building, 320 East McCarty Street Boone/Bancroft Room (Upper Level) TENTATIVE AGENDA 2) Approval of the December 18, 2014 Committee meeting minutes 3) Old Business 1. Solid Waste RFP (Janice McMillan) 4) New Business 1. Cost Share with Union Pacific Railroad for the Replacement of the Rail Crossings (David Bange) 2. Dunklin Street Bridge BEAP Report (David Bange) 3. Permissive Use of Right-of-Way to Install Perimeter Fence on Right of Way Adjacent to Quarry Property-Stoneridge Parkway and Hard Rock Drive (David Bange) 4. Missouri Arts Council Grant (Jayme Abbott) 5. Wayfinding Grant Project Update (David Bange) 5) Other Topics 1. Planning & Protective Services Monthly Reports (Janice McMillan) 2. Water Main Leak Report (Britt Smith) 3. CIP Update (David Bange) 6) Citizen opportunity to address Council/Staff on Stormwater and Other Public Works Issues 7) Adjourn NOTES Individuals should contact the ADA Coordinator at (573) 634-6570 to request accommodations or alternative formats as required under the Americans with Disabilities Act. Please allow three business days to process the request. Please call (573) 634-6410 with questions regarding agenda items. MINUTES JEFFERSON CITY PUBLIC WORKS AND PLANNING COMMITTEE Boone/Bancroft Room Committee Members Present: Ralph Bray, Vice-Chairman Glen Costales Rick Prather Bob Scrivner, Chairman Laura Ward Staff Present: John G. Christy Municipal Building 320 East McCarty Street December 18, 2014 Matt Morasch, PE, Director of Public Works David Bange, PE, Engineering Supervisor Janice McMillan, Director of Planning and Protective Services Steve Crowell, City Administrator Britt Smith, PE, Operations Division Director Jayme Abbott, Neighborhood Services Coordinator Eric Seaman, PE, Wastewater Division Director Drew Hilpert, City Counselor Brenda Wunderlich, Administrative Assistant Attendance 5 of7 6 of7 6 of7 7 of7 4 of4 Chairman Scrivner called the meeting to order at 7:30a.m. A quorum was present at this time. The following guests were present: Madeleine Leroux with News Tribune. 1. Introductions No formal introductions were made. 2. Approval of the October 23, 2014 Committee meeting minutes Councilman Costales moved and Councilman Prather seconded to approve the October 23, 2014 minutes, motion carried. 3. New Business 1. Chapter 22 Parking, Stopping and Standing amendment (Britt Smith) Mr. Smith explained the change is from Parking Director to Director of Public Works under reserved parking. Councilman Prather moved and Councilwoman Ward seconded to refer the amendment to the City Council with recommendation to approve, motion carried. 2. Millbottom sewer odors (Eric Seaman) Mr. Seaman explained staff has addressed the sewer odors in the area, however, due to businesses locating next door there may be complaints. Mr. Morasch stated that a considerable amount of funds have been used for odor control in the area. Minutes/Jefferson City Public Works and Planning Committee December 18, 2014 3. Algoa Bar Screen Equipment Purchase (Eric Seaman) Mr. Seaman requested this item be tabled to the next Committee meeting. 4. Cooperative bidding with Cole County to replace sanitary sewers in Woodward Subdivision (Eric Seaman) Mr. Seaman explained the agreement with Cole County will save the City money. Councilwoman Ward moved and Councilman Costales seconded to forward the resolution to the City Council with recommendation to approve, motion carried. 5. Hazardous Travel Advisory Proposal (Britt Smith) Mr. Smith requested this item be tabled to the next Committee meeting. 6. Agreement with Cole County and MoDOT for Roadway Improvement at Stadium and Jefferson and Update on Stadium, Monroe and Christy (David Bange) Mr. Bange explained the agreement. Appraisals of properties for the project have been done. 7. CDBG Policy and Procedure Manual Update (Jayme Abbott) Ms. Abbott explained the updates and/or changes made to the previously approved manual. Councilman Prather moved and Councilman Costales seconded to refer the manual update to the City Council with recommendation to approve, motion carried. 8. Solid Waste Update: Comments Received (Janice McMillan) Ms. McMillan distributed comments received to Committee members. There was discussion among Committee members and staff regarding changes to the scope of service. 9. Urban Renewal Plan Amendment (Drew Hilpert) Mr. Hilpert distributed the amendment to Committee members. He explained the plan must be updated in order for the City to purchase the parking lot from the Housing Authority. Councilman Costales moved and Councilwoman Ward seconded to refer the amendment to the City Council with recommendation to approve, motion carried. 4. Other Topics 1. Planning & Protective Services Monthly Reports (Janice McMillan) Ms. McMillan referred Committee members to the reports included in the packet 2. Water Main Leak Report (Britt Smith) Mr. Smith explained the street cut and right-of-way report • Councilman Costales asked the status on Don Ray and Midway 2 Minutes/Jefferson City Public Works and Planning Committee December 18, 2014 Mr. Bange explained the Don Ray project will be bid in January and there are still decisions to be made on Midway. • Councilman Bray asked about the street mill and overlay list for 2015. Mr. Smith explained the list would be presented at the February or March Committee meeting. 6. Citizen Opportunity to address Council/Staff on Stormwater and Other Public Works Issues There was no one present to address the Committee. 7. Adjourn Councilman Bray moved and Councilman Prather seconded to adjourn the meeting at this time (7:58a.m.), motion carried. 3 Memorandum 320EastMcCartyStreet • Jef f ersonCi ty,M issou ri65 101 • P: 573 .634.64 10 • F: 5 73.6 34.6 562 • www.jeffcitymo.or g Date : January 13 , 2015 To : Public Works and Planning Committee From : David Bange P.E ., City Engineer Subject: Dunklin Street Bridge Engineering Assistance Program (BEAP) Report A 2013 inspection of the Dunklin Street Bridge over Wears Creek found deficiencies in the bridge which required the bridge to be load posted at 30 tons. As a result of these findings the City pursued a BEAP study to determine what options were available to address the deficiencies. The full report is attached . In short the report indicates that th e bridge is in poor condition and has deteriorated to the point that rehabilitation is not cost effective , and recommends that a new structure be planned to replace it. The report suggests that the new bridge could be sl ig htly lengthened and could be built as a single span . This would allow for the removal of the intermediate supports and would let the new bridge to be raised slightly without reducing its water co nveyance capa c ity. This in turn would reduce the frequency in which the bridge is overtopped. The report contains a cost estimate for the bridge re placement which includes the roadwork needed to raise the bridge elevation. This work is estimated at 1.5 million dollars . The nature of the problems wi t h the bridge wil l continue to reduce the load it will be able to carry . It is for this reason that staff recommends that the repla ceme nt of this bridge be among the projects considered for inclusion in the next C IP sales tax cycle . DB:db C:\Use rs\bwunderl ich .JCMO\AppData \Locai\Microsoft\Windows \Temporary Internet Files \Co ntent.Outlook\SAO LUD M3\Beap Report Dunk lin Street.docx August 18, 2014 Mr. David Bange, P.E. City Engineer City of Jefferson Department of Public Works 320 E. McCarty Street Jefferson City, Missouri 65101 Re: Bridge Engineering Assistance Program Project 14 TTAP-28, City of Jefferson Bridge No. 2180017 on Dunklin Street Dear Mr. Bange: We are pleased to summarize below and on the following pages our findings and recommendations for the potential replacement of your existing structure on Dunklin Street over Wears Creek. This is based upon our visit of the site with you and a follow up visit after leaving your office. Also we appreciate the time taken by other members of your department to sit down and discuss potential options and considerations. We understand from those discussions the following items were to be considered: • What would be affected if the street was raised out of the floodplain. • If possible, replace or rehab with a single span structure due to debris. • If possible, maintain the existing out-to-out bridge width but increase the sidewalk widths. Raising the street: The existing structure is a 3-span bridge roughly 76' long by 57' wide out-to-out. It is located over Wears Creek and is potentially inundated by the 10-year flood event and larger flood events as shown by the flood profiles on the last page of this report. From the FIRM map provided by your office the 100-year surface elevation is roughly 557.5 which is approximately 4' over the existing bridge deck. The 100-year floodplain also extends from near the intersection with Missouri Blvd on the west to past the intersection with Mulberry St on the east. Therefore, raising the street and bridge up out of the floodplain would at a minimum involve the reconstruction of over 1000' of Dunklin St, the intersection with Mulberry Stand the entrances to seven or more businesses. This would also impact the bridges over Dunklin St, various utilities and drainage systems. A more detailed review of the overall impact and cost of such an endeavor is beyond the scope of this project. New single span bridge: We do not recommend re-use of the existing substructure (abutments and piers) in the rehabilitation of the bridge or partial use of any substructure for the inclusion in a new structure. The existing structure is approaching the end of its useful life and the City should start planning for its replacement. As shown in the included photos the majority of the superstructure and substructure is experiencing considerable salt intrusion. This is indicated by the amount of white efflorescence on the concrete surfaces, water seepage through a bent cap, exposed & deteriorated reinforcing and rusted steel girders. Some deterioration issues were noted in a 1986 bridge inspection report and in May 2013 it was recommended to load post the structure due to its condition. In our opinion the Dunklin Street bridge has reached a point of deterioration where it is not cost effective to rehabilitate it. In addition, if left as is, it will continue to deteriorate and the load capacity will continue to drop. 9400 Word Porkwoy • Konsos Cily, MO 64/l.f.JJ/9 Tel.· 816 JJJ-9400 • Fox: 8/o 822-Jf/.f • www./Jurnsmal.tom Mr. David Bange Proj ect BEAP 14 TIAP-28 August 18, 2014-Page 2 We believe the ex isting structu re ca n be replaced with a single span bridge in th e 85' t o 90' span ran ge without increa sing the overall stru cture depth. We also feel with a shallower structure dep th an d r emova l o f t he existing piers the bridge deck (street elevation) can be rais ed 12" to 18" and still sat isfy a no r ise cr iteria. To rai se the stree t 12" to 18" the construction limits would extend from roug h ly the park ing lo t en t ra nce of St . Mary's Hea l th Center on the west side to the bu siness entrance of Sc h neider Elec tric Company on the eas t side. This is a di st ance of ap proximat ely 240 f eet and would also affect th e entrance to McKn ight Tire. This would place the elev ation o f bridge deck at or near the Q10 elevation. Wi th the rais ing of the street and providing a large r opening under t h e bridge withou t pi ers, this could slight ly r edu ce t he frequency at which Dunkin Street is overtopped. However, from the flood profi les it appears the Q10 elevation is impacted more by structures downstream than t he bridge opening at Dunklin Street. Bridge width and sidewalks: As shown in the sketches o f the included bridge se ct io ns an d the Plan View of Dunklin St r eet we believe the existin g bridge w idth can be essentia lly ma in tained while adding a 6' wide sidewalk on the north side and a 10' wide sidewalk on t he side of a new st ructure. Some restriping of Du nklin Street as shown in the Plan View will need to be done to accommodate the narrower r oadway on the bridge. Summary : In summa r y-it is r ecommended t he Dun klin St reet brid ge over Wears Cr eek be replaced. The maj or ity of the substr ucture and the enti re sup erstructu r e is in fair t o poor condition. The proposed replaceme nt structure is an 85' to 90' long sin gle span bridge utilizing m ul tiple w ide flange beams . This wo ul d include r eplacement o f the concrete and brick wi ngwall/ret aining wall at the northeast corner of the ex isting bri dge . Pr e-stressed box bea ms were co nsidered but we r e rejected due to potential buoyancy issues and the in fi l tration o f mud and si lt durin g pe r iods of inundatio n. An opinion of th e project cos t fo r a new st ructure wit h ra ised roa dway is in clu ded. We appreci ate this opportunity to b e of service t o the City o f Jeffer son City. Please ca ll should you have any qu esti on s. Sincere ly, MarkS. Huc k, P.E. Enclosures cc: Ms. Jenni f er Jo nes MoDOT, Cen tral District Mr. Jamey Laugh lin MoDOT, Br idge Division Mr. David Bange Project BEAP 14 TIAP -28 August 18, 2014-Page 3 Opinion of Cost for rep l ac in g Bridge 2180017 on Dunklin Street over Wears Creek Pro ject Cost Estimate Mobi li zation Lump Sum= T raffic Control Lump Sum = Bridge Removal -(76' x 57' @ $15/s.f.) Lump Sum = New Bridge 87' x 57.33'@ $ 115 sq. ft.= Utilities Lump Sum = Street Improvements 1,100 sq. yd. @ $ 250 sq. yd.= Sidewa lks 150 lin . ft. x 6' w id e @ $ 5 sq. ft. = St ri ping 500 l in. ft. x 4.5 lin es @ $ 3.50 ft. = Subtota l = M isc ellaneous items 15% +/-= Subtota l= Engineering (De sign, Survey, Borings & Const r uction Observation) = Opinion of Project Cost= $60,000 15,000 65,000 573 ,600 20,000 275,000 4,500 7 .900 $1,021,000 154,000 $1,175,000 325.000 $1,500,000 City of Jefferson City Bridge 2180017 on Dunklin St BEAP 14 TTAP-28 ,.Burns& .McDonnell SINCE 1898 Photo 1 -Ge n era l vi ew look i ng east along the up st r eam face. Photo 2-Gen e ra l v iew of the underneath side of t he structure. 9400 Word Parkway • Kansas City, AID 64//4.JJ/9 Tel.· 9/6 JJJ.9400 • Fox: 816 BJJ.JJ/4 • www.bumsmal.tom City of Jefferson City Bridge 2180017 on Dunklin St BEAP 14 TTAP-28 Photo 3-W es t abutment b ar r el (End Be nt 1). 1 Butns&;. McDonnell Photo 4-West pier cap an d an interior column (Ben t 2). 9400 Word Porkwoy • Konsos (ily, AIO 64114-JJ/9 Tel.-816 JJJ-9400 • Fox: 8/o 877-Jf/4 • www.bumsmaJ.com City of J e ffe rs on City Bridge 2180017 on Dunklin St BEAP 14 TTAP-28 Photo 5-West face of the east pier (Bent 3). ~;Burns& McDonnell SINC£.1898 Photo 6 -Water see pin g th r oug h and dripping off t he bottom side of t he cap at Bent 3. 9400 Word Parkway • Kansas (ity, AfO 64114-JJ/9 Tel.· 816 JJJ-9400 • fox: 816 822-JJ/4 • www.humsmal.rom City of Jefferson City Bridge 2180017 on Dunklin St BEAP 14 TTAP-28 Photo 7-East abutme nt barrel (End Bent 4). Photo 8 -Deteriorated reinforcement in th e east abutment barr el. 9400 Word Porkwoy • Konsos (iJy, MO 641 f4.JJI9 Tel.-816 JJJ-9400 • fox: 816 8JJ.JSI4 • www.bumsmcdcom City of Jefferson City Bridge 2180017 on Dunklin St BEAP 14 TTAP-28 Burns& · McDonnell ·. Photo 9-Wingwal l at the n o rth east corner o f the bridge. Photo 10 -Genera l street vi ew of the structure loo king west. 9{00 Word Parkway • Kansas {i/y, AIO 64/ /tf.JJ/9 Tel 816 JJJ-9400 • foK: 816 8??-JJ/4 • www.hurnsmaf.fom Burns& McDonnell SlfiCE 1898 031011 Form GC0·29B ...,._ ::l 'Q I ~ 'k ::! <:) --..!.. ~ f'. \[) ~ ('() . ~ '<:1 ... "' \) ~ I ~ ;l \) ~ ~ <:) <:) .... ~ -9 I ' 00 -<:}- IY) I e ~ ~ \1) l"'rb" ~ It \. ~ 4:1 Client C /)~ ~ .f :Fe UcC.(-"tl j /!...Pi') ..!JoT 7 ?7,¥ 7 Page of Project ZJ'R 4-f Date ~/.?614 Made By ./4?/'J:. !luc.J:. Crrrlp_,;, ,.</rfOO/ 7 aQ ./)o I) k. I; T7 .(/. Checked By • ~8::::....=::E~4~P_...!./_4-~..!..I....:T:..:/l_:_:_P_-...::::o2:....:~~-------Preliminary ___ Fin al __ _ I'- ,~ ~ " ~ ~ ~ .... ' <:! ~ 3 ~ ., \1\ ~ <J . ' ' (: h ~ t.l () 'll ~ ~ 'i-~ ) ~ I.Jl <;) • .s I ~ Q ~ oil -I ..., ~ "!.. ~ ~ 1 1:1 ~ () ~ () ~ ~ ~ I <;! " ' () 1--. I' ..... ~ ~ ' ~ ~ % ~ ~ " l(, )// .,_. .,.. 1111 """ A t ~ ' \1) ~ ~ II ~ ~ ~ L ....... v <:1 't! .... .,_ ~ ' ~ ... .... ~ <.. 8 ~ " ,.. ... 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The owners of quarry have requested permissive use of right of way to construct a fence along the back edge of the sidewalk along portion of Hard Rock Drive and Stoneridge Parkway. The location of the fence is shown as a red line on the attached drawing and roughly matches the new street which is being constructed in conjunction with the Sam's Club store. The stated purpose of the fence is to prevent people who will soon be frequenting the area via the new sidewalks and streets from having access to what is still an active quarry. It is intended that gates will be installed on the unused legs of the roundabout. The granting of this permissive use will come with the stipulation that the owners of the quarry maintain the fence including all mowing in and around the fence, the removal of all trash that accumulates, and the removal of the fence at a time in which development takes place which separates the roadway from the quarry, or the quarry ceases operation. DB:db C:\Users\bwunderlich.JCMO\AppData\Locai\Microsoft\Windows\Temporary Internet Files\Content.Outlook\SAOLUDM3\Stoneridge and Hard Rock Permissive Use of Right of Way.docx LIGHT FIXTURE SCHEDULE Label Quantity R13 R 12 R22 UGtfi fiXI\JBE NOJE$• Manufactur GE C&I, LIGHTING SYSTEMS · EAST FLAT ROCK,NC, USA GEC&I, LIGHTING SYSTEMS . EAST FLAT ROCK,NC, USA GEC&I, LIGHTING SYSTEMS + EAST FLAT ROCK,NC, USA Catalog N umber M2RC25S'"" GMC3 M2RC25S''" GMC2 M2RC25S''' GMC2 Description M ·250R2 CUTOFF M -2SOR2 CUTOFF 1. INSTAUA110N Of fiXTURES SHALL BE ACCORDING TO lHE MANUFACl\JRERS RECOMMENDA110NS AND ACCORDING TO CODE REQUIREMENTS. 2. fiXTURES SHAll. MEEr AU. OF lHE REQUIREMENTS OF MoDOT SPECifiCAllOIIS SECTlON 901. 3. fiXTURE POLE, ARM AND BASE SHAll. HAVE A BW:K POWDER COAT OR WET COAT fiNISH APPROVED BY lHE ENGINEER. ~. PROVIDE BRfAK AWAY TYPE POLE AND BASE IN ACCORDANCE WITH REQUIREMENTS SET fORIH IN MoDOT STANDARD 901 .00. Lamp 1;250W HPS,CLEAR ED18, HORZ 1;2SOW HPS, CLEAR E018, HORZ 1:250W HPS.CLEAR ED18, HORZ Number Lamps R lename GE1n305.1E s G E177306.1E s GE177306.1E s Lume ns Pe r lamp 26000 26000 26000 Ught Loss Factor Wattage 305 305 6 10 30' MOUNTING HEIGHT 15'LONG BRAC KET ARMS 30' MOUNTING HEIGHT 15' LONG BRACKET ARMS 30" MOUNTING HEIGHT 10' LONG BRACKET ARMS Rl.Jrr t ; Ft<TLRE !UJJB:R STOfERIU: IIJ.Of Wl.lllM.IRES LWU.\RE Ftf.TURE DISTAICE WATTAGE ~ PT.i.oPT ... I lOS 1 ,., 2 '"' 2 ,., ,., ,., ,., 122 CRCUl~ lfl~R llUS (.~llS I 112 111'i 0.~) 10 1~21 0 !! ... ,. 170 "' "' '" 0.:!4 o:-5 0 =~ o.::; 027 O.!l tiNE lOSS lOIJ>IWI " " ' 12.1 TOT~(AJ.IE~S}; l~OO E ro ttfE !..OSS f'OT J.L !.. OJ.O: 121 WATTS 1l.4AJIIS t-e 1 AI/.?S (\'.'ITH 1 3 SAF'ETYFA::TORt R::tJrrt. 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B..ECJRICAL CODE, MoDOT STANDARD PlANS AND SPECifiCAllONS, APPUCABLE SECTlOIIS OF OlHER OSHA, UFE SAFETY CODES AND RECOMMENDATIONS AN lHE INTmiM AMENDMENTS IN EFFECT AT lHE liME OF lHE PROPOSAL AU. t.IAnRIALS USED SHAll. BE NEW AND SHAll. CONFORM TO lHE STANDARDS . ESTABUSHED BY lHE UNDERWRITERS lABORATORIES INCORPORATED. 2. lHE INIENT OF lHE DRAWINGS IS TO INDICATE lHE GENERAL EXTENT OF lHE WORK REQU IRED FOR lHE PROJECT. lHE DRAWINGS FOR lHE B..ECIRICAL WORK ARE OIAGRAI.It.IAllC, SHOWING lHE LOCAllON. TYPE. DEVICES AND EQUIPMENT REQUIRED . lHE DRAWINGS SHAll. NOT BE SCALED FOR EXAc:T MEASUREMENTS. PROVIDE AU. FIXTURES, DEVICES. ACCESSORIES, OFFSETS, AND t.IAnRIALS NECESSAR'I TO FACIUTATE lHE SYSID.4'S FlJNCTlONING AS INDICATED BY lHE DESIGN. 3. B..ECJRICAL CONTRACTOR TO fiELD VERIFY AU. EXISllNG UNDERGROUND FACIUTIES. N« ITEM DAMAGED BY lHE CONTRACTOR SHAll. BE REPAlRED IMMEDIAID.Y AT NO COST TO lHE OWNER. 4. GROUNDING SYSID.4: PERMANENTLY AND EFFECTlVELY GROUND AU. METAI..l.IC CONDUIT, SUPPORTS, CABINETS, PANEI.BOARDS AND SYSTn4 NEliTRAI.. CONDUc:TORS PER MoDOT REQUIREMENTS. WJNTAlN COI'ffiNUnY Of EQUIPMENT GROUND lHROUGHOUT lHE SYSID.4. GROUND CI.At.IPS SHAll. BE APPROVED TYPE SPECIFICALLY DESIGNED FOR GROUNDING. WHERE GROUNDING CONDUCTOR IS ENCLOSED IN CONDUIT, GROUND CI.At.IP SHAll. BE Of A TYPE WHICH GROUNDS BOIH CONDUCTOR AND CONDUIT. AU. CIRCUITS IN FlEXIBLE METAL OR PlASllC CONDUIT SHAll. INCWOE A GROUND WIRE SIZED IN ACCORDANCE WITH NAllONAI. ELECIRICAI. CODE. 5. CONDUIT SHAll. BE SIZED TO COMPLY WITH N.E.C. FOR NUMBER AND SIZE Of CONDUCTORS INSTAI.LEil. PROVIDE SCHEDULE 40 P<'C PlASllC OR RIGID STEEL CONDUIT BElOW SlAB OR MINIMUM 24" BEI.DW EXIERIOR GRADE AND MINIMUM :j" SIZE. PROVIDE GALVANIZED RIGID STEEL (GRS) OR INTmMEDIATE METAL CONDUIT (IMC) 0\llllOORS AND IN ON.IP LOCAllONS USING lHRFADED COUPUNGS AND CONNECTORS. CI.At.IP CONDUIT TO BOXES WITH BUSHING INSIDE AND LOCKNUT OUTSIDE. 6. AU. COIIDUIT AND RACEWAY SYSID.4S TO BE INSTAU.ED WITH SEPARATE GROUND CONDUCTOR. CONDUIT SYSTEM IS NOT TO BE USED AS lHE SOLE GROUNDING M£ANS. 7 . CONDUc:TORS: INSUlATED SOFT ANNEAL.EO 98" PURE COPER WITH COLOR COOING, B AND S GAGE, #10 AND SWJ..L.ER UGHDNG CONJBOL1,£B NOTfS• TO BE SOUD, #B AND LAAGER TO BE STRANDED, MINIMUM #12 UNLESS OTHERWISE INDICATED. ALUMINUM CONDUCTOR WILL NOT BE AU.OWED. lHHN t.IAY NOT BE USED UNDERGROUND, AT SER\IICE ENTRANCE. OUTSIDE. OR IN WET LOCATIONS. AU. INSUlAllON TO BE RATED FOR 800 V AND TYPES AS FOLLOWS: I f10 AND SWJ..L.ER: fB TO #~/0: SER\IICE ENTRANCE: CMR 14 WET OR HOT SER\IICE: CMR 14 ORDINARY SER\IICE: WIRE lHRU UGHT FIXTURES: 1HWN OR lHHN 1HWN OR lHHN USE-RHW XHHW lHHN DR XHHN lHHN lAYOUT BRANCH CIRCUIT WIRING AND ARRANGEMENT OF HOME RUNS FOR IIAXIMUM ECONOMY AND EFFICIENCY. INCREASE WIRE SIZE IF VOLTAGE DROP EXCEEDS 3" OR 100 FEEr OF LENGTH. 1. UGHllNG CONTROLLER SHAll. BE PER MoDOT STANDARD PlAN 901 .30 2. CONTROL STAllON BASE SHAll. BE FWSH WITH ADJACENT GROUND SURFACE 3. POWER SUPPLY SHALL BE TYPE 2 PER lloOOT STANDARD 901 .80. PRINTS ISSUED 5/16/14 REVI SIONS: Paul Samson. PE -Engineer MON PE·2002016730 w w-a: WI CJI- <(z ::JO >1-w~ C) {f) o. a:z wo z{f) ~> {/)Q (() ::::J (/) ~ 1-z 0 (.) ~ 0 <( 0 a: 0 0 1- w (.!:) 0 a: w z 0 l-en CMPS JOB No. DRN. B : I P.L.S. SCALE: SHEET llli.E 07-045 CKO. BY: P.LS. STREET LIGHTING PLAN SH EET NUMBER 15 OF 15 SHEETS J DEPARTMENT OF PLANNING AND PROTECTIVE SERVICES MEMORANDUM TO: Public Works and Planning Committee FROM: Janice McMillan, AICP, Director Planning & Protective Services DATE: January 15, 2015 RE: Missouri Arts Council Grant Application The Missouri Arts Council (MAC) is accepting grant applications for the 2016 Annual Disciplines grant. MAC, a state agency, provides over $4 million a year to nonprofit organizations and local governments through grants that meet their strategic goals: 1) increase participation in the arts in Missouri, 2) Grow Missouri's economy using the arts and 3) Strengthen Missouri education through the arts. The City is proposing to submit an application on behalf of the Cultural Arts Commission requesting $20,000. If awarded the Cultural Arts Commission would provide art services which may include, but not limited to, arts event calendars, newsletters, technical assistance, cultural planning and funding for arts programs. The grant application is due February 23, 2015. The maximum grant amount is $20,000 with a 50 percent local match. The source of local match may include annual council appropriations from FY2015 and FY2016. Memorandum 320 East McCarty Street • Jefferson City, Missouri 65101 • P: 573.634.6410 • F: 573.634.6562 • www.jeffcitymo.org Date: January 15, 2015 To: Public Works and Planning Committee From: David Bange P.E., City Engineer Subject: Transportation Alternatives Program (TAP) Grant for Wayfinding In November the City summited a grant application for wayfinding signage in and around the downtown area. Earlier this month we were informed that the application had been selected for funding in the amount of $214,000. The grant will require a local match of $53,500, for a total project cost of $267,500. $43,500 of the local match has been pledged by local organizations, with the remainder being drawn from the parking fund. Accepting the grant funds will require a program agreement with MoDOT which will appear before the Council on February 2, 2015. This project was conceived through the efforts of CAMPO and a wayfinding planning study that they undertook with the consulting firm Arcturis. This planning study is in its final stage and will culminate with the drafting of a set of typical signs, including icons, graphics, and color schemes. Building off of the work of the planning study we will use a portion of the grant funding to develop specific locations and legends for each of the signs, as well as specifications for their fabrication and installation. It is anticipated that we will hire a consultant to perform these services. Once this has been done the project will enter our typical processes with a construction contract reaching the council for approval. The programing agreement sets forth a project schedule, the main components of which are the approval of an engineering services contract by April 1, 2015, the submittal of final plans by February 1, 2016, and a construction contract award by June 1, 2016. If you have any questions concerning this grant I can be reached at 634-6433. DB:db C:\Users\bwunderlich.JCMO\AppData\Locai\Microsoft\Windows\Temporary Internet Files\Content.Outlook\SAOLUDM3\Wayfinding Grant.docx DEPARTMENT OF PLANNING AND PROTECTIVE SERVICES MEMORANDUM TO: Public Works and Planning Committee FROM: Janice McMillan, AICP , Director DATE: January 22, 2015 RE: PPS Monthly Reports Please find attached , reports for building permits and food service inspections as of December 31 2014 ' Permit Type Dec Nov FY2015 FY2014 2014 2014 To Date Actual Nonresidential -New 0 0 0 10 Nonresidential-Additions, 10 10 20 133 Alterations Residential -New 2 2 4 63 Residential-Alterations, Additions 11 9 20 184 Total Building Permits* 13 21 44 390 Demolitions -Nonresidential 0 0 0 11 Demolitions -Residential 0 7 7 25 *Does not mclude electncal, plumbmg or stgn permtts tssued Number of Food Inspections Vi olations Period Food Service I Critical Noncritical Retail Food Dec 2014 70 9 13 7 Nov 2014 61 28 107 FY2015 To Date 131 37 244 FY2014 Actual 664 76 787 • :b~te• ~ark oatec~lieif .·.·.·.·.·.·.·.· ·.·'. :.:>[late::: · (lone . : .. , .. : C<>,Pplet~d 1114113 1114113 1115113 11113113 11113113 11113113 11115113 5114113 11114113 11114113 11119113 11127113 11128113 1213113 1213113 1218113 12110113 12110113 12110113 12111113 12111113 12118113 12118113 12123113 12126113 111114 111114 112114 113114 115114 1n114 1112114 1112114 1120114 1120114 1120114 516114 214114 213114 2111114 2113114 2118114 2118114 2121114 2124114 2128114 3n114 3118/14 412/14 412/14 4nt14 4116114 4116114 4116/14 4123/14 4/24/14 4/28/14 4126/14 Missouri American Water Street Cut and Right-of-Way N b 1 2013 J 15 2015 ovem er I -anuary I )>avs. . . . . . <: : P.~rt1lit< .. · location:· .· ... Active ::NO::. 2207 Schell Ridge 20720 1822 Cedar Ridge 20721 Satinwood Drive I Melody 20722 3032 Oak Valley Drive 20723 1901 Bassman 20724 316 Ash Street 20725 603 Meir 20726 Westwood I Wood Cliff 20727 1310 East High Street 20728 1210 Edgewood 20729 636 Belmont 20730 21 09 Edgewood Drive 20731 1119 Darlene 20732 719 Wicker Lane 20733 709 E McCarty Street 20734 2107 Rear Mo. Blvd. 20735 200 Blk Filmore 20736 1306 Emmience 20737 623-625 W McCartv Street 20738 1505 Southwest Blvd. 20739 Marilyn I Oakview 20740 1122 East Atchison 20741 1504 Bald Hill Road 20742 McCarty Street I Manilla 20743 Pierce I Edwards 20744 710 Wicker Lane 20745 708 Wicker Lane 20746 1515 Rosewood 20747 1120 Carol Street 20748 Douolas I Wayne 20749 130 Boonville Road 20750 1314 Moreau Drive 20751 106 311 E High Street 20752 138 Forest Hill 20753 1225 High Cliff 20754 1551 Bald Hill Road 20755 216-218 McKinley Street 20811 1408 East High (Alley) 20812 317 Stadium 20813 1 00 Blk East Ashley 20814 306 N Lincoln 20815 Pondarosa Street 20816 2708 Twin Hills 20817 Edmonds I Dulle 20818 Locust I Walsch 20819 Hiberia/Mokane Road 20820 104 W. Franklin 20821 1215 Edgewood 20822 1801 Notre Dame 20823 2940 Valley View Drive 20824 21 07 Buehrle Dr 20825 1010 Holly 20826 Maryland and Lowell 20827 606 Washington Street 20828 300 Block East High 20829 700 Block SW Blvd 20830 206 John St 20831 Page 1 of 4 . . . . . . ' . . . . ' . ' . . . . . . . . ' · :oe$crl. · :~~~~ . <· .... P ... ·.· Closed Closed Closed Closed Closed Closed -New Main Closed Closed Closed Closed Open -Yard Continue to Wash Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed -New Main .. ·.:., Closed -New Main Closed Closed Closed Open -Waiting hot mix placement Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed -Driveway question Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Open -Waiting asphalt replacement Closed Missouri American Water Street Cut and Right-of-Way November1,2013-Janua~15,2015 ... :t;>~;e:Yioii_( P,a~e:c~nect ::>: :i>ate:>: j)~y~ · · · ... · ·.·.· ·. ·· · · · · · ::::::<JQile<::: ::>:;};~> ><: :¢~~pi(t~~d: :AcJI\i~ . >:L.oca~i~~:·:::: .... 4/28/14 4/29/14 5/15/14 17 1 02 Vista 4/28/14 4/29/14 5/1/14 3 1308 Cottaae lane 4/28/14 4/29/14 5/6/14 8 2215 Hillsdale 4/29/14 4/29114 5/6/14 7 421 ladue Rd 5/1/14 505 Meier Dr 5/8/14 5/13/14 5/14/14 6 Hillsdale and Binder 5/12113 5113/14 2600 Jason Road 5/13114 5/14/14 1101 Industrial Drive 5/20/14 5/20/14 6/4/14 15 4411 Industrial 5/21/14 5/21/14 6/4/14 14 321 Wilson Drive 5/27/14 5/28/14 Industrial and Javcee Dr 5/30/13 6/3/14 6/4/14 370 2212 Oakview Drive 6/4/14 6/5/14 West Main and MO Blvd 6/6/14 6/9114 327 Fox Creek 6/11/14 6/9/14 619 Houchin 6/20/14 6/23/14 7/15/14 1505 Stadium 6/30/14 7/1/14 7/15/14 400 Block Jackson 6/30/14 7/3/14 7/15/14 1306 West Main 7/1/14 7/3/14 8/14/14 21 1120 lee Street 7/5/14 7/8/14 10/3/14 58 114 Ridgeway 7/7/14 7/8114 7/15/14 1502 Greenberry 7113/2014 7/22/2014 8/19/2014 37 1429 Dixon Drive 7/17/2014 7/22/2014 2025 West Edgewood Dr 7117/2014 7/22/2014 Hiebemia 7/23/2014 7/23/2014 8/11/2014 19 1319 E Elm Street 7/23/2014 7/25/2014 8/1/2014 10 103 East Circle 7/23/2014 7/25/2014 8/11/2014 19 700 Block of Michiaam 7/28/2014 7/26/2014 200 block of S. Bluff Street 7/30/2014 7/31/2014 West Ashley and Mulberry 8/16/2014 8/1/2014 11/4/2014 65 1827 W. McCarty 8/22/2014 8/26/2014 10/7/2014 East Miller and Marshall 8/21/2014 8/2212014 421 Union 9/8/2014 9/8/2014 9/17/2014 9 Ridaewav and Oakview 9/16/2014 9/17/2014 10/1/2014 10 2500 Countrv Club 10/7/2014 10/9/2014 212 Broadway 10/13/2014 10/16/2014 11/4/2014 15 Dogwood/Buehrle 10/16/2014 10/20/2014 11/4/2014 13 1605 Bald Hill Rd 10/28/2014 10/29/2014 12/2/2014 22 2600 Schellridae 11/13/2014 11/17/2014 501 Mesa 11/14/2014 11/17/2014 12/2/2014 18 837 Crestmere 11/18/2014 11/19/2014 1924 Havselton 11/27/2014 12/1/2014 Donald Dr 12/2/2014 12/3/2014 Donald Dr 12/26/2014 12/29/2014 1308 Houchins 12/26/2014 12/29/2014 Dunklin and Houchins 1/1/2015 1/5/2015 1902 MO Blvd/Beck St 111/2015 1/15/2015 413 Beck St 1/6/2015 1/6/2015 300 Berrv St 1/7/2015 1/9/2015 1/14/2015 6 2503 Industrial Drive 1/10/2015 1/11/2015 Moreland and Moreau 1/10/2015 1/11/2015 1320 Moreland 1/10/2015 1/11/2015 2306 Hillsdale 1/11/2015 1/11/2015 Boonville and West Main Page 2 of 4 · · .:J:»errnit: . .. :: ::N-6-:::: 20832 20833 20834 20835 20836 20837 20838 20839 20840 20841 20842 20843 20844 20845 20846 20847 20848 20849 20850 20851 20852 20853 20854 20855 20856 20857 20858 20859 20860 20933 20934 20935 20936 20937 20938 20939 20940 20941 20942 20943 20944 20945 20946 20947 20948 20949 20950 20951 20952 20953 20954 20955 20956 Closed Closed Closed Ooen -Drivewav Issues Closed Closed Closed Closed Closed Closed Closed -New Main Closed Ooen -Awaitina street repairs Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Ooen Closed Closed Closed Closed Closed Closed Closed Roadway Engineering Division Active Capital Projects Status Report January 2015 Projects Completed Since July 2014 Report ($3,650,519) I. Project Name: Frog Ho llow Road and Brid!!es Cost: £I. 722.000 Proj e ct Summary: Project in c lud ed constructio n of tw o new box c ul verts o n Frog Hol low Road . the re moval of the ex ist in g brid ge and th e co nnection o f F rog H o ll o w to C re ek Tra il Drive . Engineer: Bartlett a nd West Contractor: J.C. In d ustri es Funding Source: C itv/Cou ntv ~Ce nt Capi ta l Improvem e nt Sa les T ax Other items of interes t or significance: C itv County Coope rati ve Proj ect. T he County b id the pro ject an d w ill per form the construc ti o n in s pe cti o n. T hi s pro ject a lso upgraded the sewer lin es in th e a rea. 2 . Project Na m e: Lafayette and Dunklin Inte rsec ti o n Cost: $1.088.829 .22 Project Summary: Pro ject included th e con s tructio n of int e r section improve me nt s at D unklin an d Lafa ye tt e . Engineer: C MPS Contractor: J.C. Industri es Funding Source: C ity/County ~c e nt Capita l Improvem e nt Sal es Tax . Other items of interes t or significance: C ity Co un tv Coo per ati ve Pro ject. Sewer lin es were r e placed in th e a rea. 3 . Project Name: Traffic Stud y of the area of Hw y 54 at Je fferson. C hri s tY. S tadium and Monroe Cost: £I 03.300.44 Project Summary: Pro ject included a tra ffi c stud y of th e a re a a nd conce pt draw in gs of pro p osed improveme nts recomm e nded by the s tudy. Engineer: GSA Funding Source: C i ty/Co unty ~ Ce nt Capi ta l Improve m e nt Sales T ax and Fed e ra l ST P fun ds. Other items of interest or s ignificance: C itv/Co un tv Cooperati ve Pro ject .t . Project Na me : Dunklin S treet Crosswalk Cost: £40.314 .17 Project Summ a r y : Pro je ct included th e cons tru ctio n of a pe d es tri a n cross ing o f th e 400 bl ock of D un k lin S treet includ in g b ump o ut s a nd fl as hing s ignal s . Engineer: C ity Sta ff Contractor: Fer con Cons truction Funding Source: C ity ~ Ce nt C apital Impro ve me nt Sales Tax and $40 ,000 fr o m th e State o f M issouri . Sidewalk/Greenway 5. Project Name: Clark Ave . and Moreau Dri ve S idewalk CDBG Cost: $30 1.463.50 Project Summary: Proj ect included cons truct ion of c urb a nd gutte r al o ng th e wes te rn s ide o f th e s treets fro m Dunk l in to Fa irmo unt a long w ith ne w s idewalk. Engineer: City s ta ff Contractor: A pl ex. In c. Funding Source; C DB G funds Stormwater 6 . Project Na m e : Sc he llri dge Stormwate r a nd Vario us Sanitar y Sew er Im proveme nts . Cost: $3 89 .4 13.78 Project Summary: Project included constructing a storm water drainage sys te m in Schel lridge at JC Drive. Old G ibl er and 90 degree corner. It a lso includes sewer repa irs in s ix locations including Ro se valley a nd Darlene. Engineer: C itv s taff Contractor: Stockma n Cons truction Funding Source: C itY I /2 cent sales tax and was tewate r fund s Wastewater A numbe r of proj ects w e r e comple t ed in conjunction w ith s tree t a nd s to rm w a te r proj e cts. Facilities 7. P roje ct N am e : J e ffers o n C itv Poli ce S ta ti o n H YA C Des ign Rev iew and Rec o mm e nd a ti o n Stu dv Cos t: $5.200 Project Summary: Proj ect included eval uation. r ecomentations, a nd cost es timates for th e HV AC system in the Poli ce Sta t io n. Engineer: MECO Engin eering Funding Source: C itv 'h Cent Capital Improvement Sales Tax Roadway Currently Under Bidding/Construction Ten Projects ($8, 778,000) I. Proj ect Na me: A mtrak P laza a nd Wate r S treet Reco ns tru ct ion Cos t Estim a t e : 53 85 .0 0 0 Project Summary: Project in c ludes the reconstruction of Water Street, as we ll as lighting. park ing a nd pedes trian improvements . The pro ject is partially funded by a $473.000 trans po rtation en hancement grant... Engineer: C ity Staff Contractor: Stockma n Construction Current Project Phase: C onstruction Pe rcent Complete: 98% Critical Path/Action ltems: Comple te punch list item s and submit closeo ut docume nts to MoDOT Funding Source: Citv 'h cent sa le s tax Other items of interest or s ignificance: Arc heo logic a l in vestigati o n w ill take place in th e course of the excavatio ns of the o ld ro ad way. 2 . P r oj ect Na me : S tad ium . Mo nroe a nd C hris ty Des i!!.n Cost Est im a te: $179,835 Project Summary: Proj ect in c ludes the d esign of improvements to th e eastern s id e ofH igh wav 54 w hich wer e recommend ed bv the Highwav 54 and S tadium tra ffic s tud Y. Engineer: GBA Current Project Phase: Desig n Percent Complete: 60% Critical Path/ Action ltems: Fi na l plans are due March 151 • Funding Source: C ity a nd Count 'h Capita l Improvement sa les tax. Other items of interest or significance: Three properties will be acquired on February 2"11 • 2 3 . P r oj ect Name : Lafavelle S treet Inte rch a nge a t H wv 5 0/63 C ost Es t imate: $22.0 00.000 to tal. C itv po rt io n 140 .0 00 Project S ummary: Proj ect inclu des th e construction of a new inte rchange at Lafayette to improve access to t he pri son redevelopment. Lincoln Universitv and JC High Schoo l. Engineer: MODOT Staff Contractor: Eme rv Sapp and Sons Current Project Phase: Construction Percent Complete: 5% C ritica l P a th/Action Items: J ackson a nd C hestnut overpasses w ill be demo li s hed in Februarv 2015 . Funding Source: MODOT Other items of interest or s igni fic a nce : This pro j ec t has ca us ed a number o f s hort duration s treet closu r es. Sidewalk/Greenway Trail .t Project Name: C lav Street Pa r kin g and B ike P laza C ost Es t i mate : $16 1.000 Project Summary: Project in c lu des constructing pa r ki n g s paces and a plaza area at Main/Clay to improve the entrance to the new Mi sso uri River Bridge Pedes trian Bridge. The project is pattiallv funded by a $72,800 transportation e nh anceme nt grant. E ngineer: City S taff Contractor: Sam Ga in es Construction Current Project Phase : Co ns truction Percent Complete: 98% Critical Path/Action Items : Correct issue w ith li gh t in g, an d s ubm it cl oseo ut doc um ents Funding S ource: Citv Y:z cent sa les tax and CDBG funds Other items o f inte r est or s ig nificance: Stormwater 5 . Project Name: Satin wood a nd Bra nd y C ost Es timate : $182.76 1 Project Summar y: Pro ject includes constr uc tin g a storm water d rain age system at the inte rsection of Sat in wood and Brady and in lets on Bueh r le Drive. E ngin ee r : Citv staff Contractor: Logan Excavating Current Project Phase: Construction P e rcen t Complete: 0% C ritical Path/Action Items : Notice to proceed has been issued but con tractor has not ve t s ta rted Funding Source: City 1/2 cent sa les tax Other items of interest or s ig nificance: Wastewater 6. Project Name: Bas in 5/6 Re hab Contract fo r Lafa ye tt e In te rc ha nge Work Cos t Es t im a te: $1.400.000 Proj ec t S ummary: Proj ect in c lud es the construct ion of a 36" d ia. sewer from Marsha ll and McCarty to Lafayette Street at the Lincoln Uni versity ROTC building. Engineer: Bartlett and West Contractor: J .C. In d us tries C urrent Project Phase: Construction Percent Com pl ete: 75% C ritical P a th/Action Item s : Funding Source: Wastewater Funds Other items of interest or s ig nificance : Bonding Company has t a ken over proj ect. 7. Projec t Name : Ba s in I? Re hab w ith c ure in p la ce pipe. C ost Estimate: $900.000 Project Summary: Proj ec t includes the repair of o ld and leak ing sanitary sewer main s in Basin 12 with trench less c ured in plac e pip e soluti on. 3 Engineer: C itv Staff Contractor: SAK Current Project Phase: Cons truction Critical Path/Action Items: Funding Source : Was tewater Funds Other items of interest or significance: 8. Project Name: A lgoa Re gio na l Treatm ent Facili tv Upgrade Cost Es t i mate: $69.800 Perce nt Complete: 60% Project S ummary: Project includes the in sta ll at ion of vertical so lid s rep lacement equipment. testing a nd tranin2.. Engineer: C itv Staff Contractor: Env ir onmenta l Process Svstems. Inc. C urre nt Project Phase: Recomm endation to Counc il Critical Path/Action Items: A pproval ofConstruc tion Contrac t Funding S ource: Wastewater Fun ds Other items of inte rest or significance: Facilities 9 . P r oject Name: A irp o rt Run wa v Re-S ur fa ce . Fi e ld L ightin g C os t Estimate: $6.1 8 1.1 4 1 Project S umm a r y: Proj ec t in cl udes resurface of main runway at a ir port along w ith new runway ligh t in g . E n g ineer: Burns & McDonnel l Contractor: Lehman Constru ction Current P roject Phase: Constru ction Percent Complete: 0%. Critical Path/Action Items: Wa itin g for weath e r to break to a llow for continuo us construc t ion. Funding Source: C ity I /2 cent sa les tax I grant fu nds Other item s of interest or s ig nificance: Project w ill be partially fu nded w ith a $4. 9 million do ll ar grant I 0. Project Name: Poli ce Stati o n I-I V AC des ig n Cost Estimate: $7 8.500 Project S umm a r y : The project in c lu des the des ign of a re pl acement I-IV AC svstem in th e police s tation . E ngin eer: MECO Engineerin g C urre nt Project Phase: Des ign Percent Co mplete: I 0%. Critical Path/Action Items: Funding So urce: City l/2 cent sales tax I grant funds Other ite m s of interest or s ig nificance: Roadwa Currently in Planning and Design Twenty Projects ($10,000,000 estimated) I. Project Name: S tad ium . Mo nroe and C hr is ty Constr uct io n C ost Estimate: $1.800.000 Project S ummary: Proj ect includes the constru ction of improve me nts to th e eastern side of High wav 54 w hi ch were recommended by the Highway 54 and S tad ium traffic s tudy. Engineer: GBA Cu rrent Project Phase: D es ign Percent Co mplete: 60% Critical Path/Action Items: The Council may be asked to approve the co nst ruction contract at a si ngl e meeting to provide a larger construction window. Funding Source: Citv and Co u nt ~ Capita l Improvement sa les ta x. Other items of interest o r s ig nifica nce: 4 2 . Project Name : Wildwood Exte ns ion Cost Estimate: $3 .000 .000 Project S ummary: Project in cludes construc ting th e extens ion of W il dwood from Edgewood to Rock Ridge Rd. Engineer: C MPS Contractor: Current Project Phase: awaitin g funding for construction Anticipated Bid Date: not yet determined Percent Co mplete: 95 % Critical Path/Action Items: Plan s have been com plete d. Funding Source: C ity/County ~ce nt sa les tax Other items of interest or s ig nificance: Proj ect has been put on hold pend in g disc ussio ns w ith the Countv conce rnin g other project pri orities. 3 . Project Name: Stadium . and J effe rso n Des i!!.n Cost Estimate: $254.000 Project S umm ary: Project in cl udes th e des ign of improvements to the wes te rn s ide of Highway 54 w hi ch were reco mm e nded b y the Highway 54 and Stadium traffic study in c ludin g a ro und a bo ut at Jefferso n a nd S tadi um. Engineer: GBA C urrent Project Phase: Approval of D esign Contract b y Council Critical Path/Action Items: Funding Source : C ity and Co unt ~ Capita l Improvement sales tax a nd Federal STP fund s Other items of interest or significance: .t Project Name: Stad ium . and J efferso n Cons tr ucti o n Cost Estimate: $2.100.000 Project S umm a r y: Project in c lud es th e Cons t ruc ti on of im provements to th e wes te rn s ide of Hi ghway 54 w hi ch were rec ommended by the Hi gh way 54 a nd Stadi um traffic s tud y including a roundabout a t J effe r so n a nd S tad ium. E ng ineer: G BA C urrent Project Phase: De s ign C ritical P a th/Action Items: F unding Source: C ity and Co unt ~Cap i ta l Im p r ovement sales tax and Fede ra l STP fun ds Other ite ms of interest or significance: It is planned for this project to be constructed in the summer of 2016 Sidewalk/Greenwa 5. Project Name: Capital A ve. S treet s cape Impro veme nts (Old T owne Project) Cos t Estimate: $1.?00 .000 Project S ummary: P ro ject in c lud es s idewa lk . curb a nd li ghtin g im provements a lo ng Cap ital Ave from Adams Street to Lafaye tte. Engineer: C ity staff C urrent Project Phase: Preliminary des ign A nticipated Bid Date: 2016 Percent Com plete: 25% Critical Path/Action Items/Percent Complete: T hi s projec t has bee n pu s he d back to he lp balance s a les ta x cas h flow . F unding So urce : C ity/County 1/2 cent sales ta x Other items of interes t or s ignifica nc e : T hi s pro ject is a Ci t y and County coopera ti ve pro ject. 6. Project Name: Mars ha ll Street S id ewa lk C o st Estimate: $250.000 Project S ummary: Project includes th e replace me nt of th e s id ewa lk a nd po rt io ns of th e c ur b o n Mars ha ll Street from Capitol Avenue to McCarty S treet Engineer: C itv s taff Curre nt Project P hase: S u rvey A nticipa t ed Bid Date: S umme r 20 15 Percent Co mplete: 0% Critical Path/ Action Items/Percent Co mplete: Funding Source: CDBG funds Other items of interes t or significance: 5 Sto mwater 7 . Project Name: Don Ray D ri ve Cos t Estimate: $200.000 Project Summary: Project includes in s talling a new culvert und er Don Ra v to replace a failed corrugated me ta l pipe a nd th e reco nstruction of a s hort section of s treet. Engineer: C ity s taff Current Project Phase: Des ign Anticipated Bid Date: S pring 2015 Percent Complete: 90% Critical Path/Action Items: Funding Source: City 1/2 cent sales tax Other items of interest or significance: 8 . Project Name: Midway C ul ve rt Re place me nt Cost Estimate: $200.000 Project Summary: Project includ es r epair and or recons truction of th e box c ul vert collapsing in the a rea of Midway Drive. Engineer: City staff Current Project Phase: S urvey Anticipated Bid Date: S umm er 2015 Percent Complete: 0% Critical Path/Action Items: Funding Source: City I /2 cent sa les ta x Other items of interest or significance: Midway Street is the only access to Woodridge Drive. 9. Project Name: Westwood a nd Bass ma n Cos t Es timate: $50 .000 Project Summary: Project includes con s tructing a storm water drainage syste m near the inte rsection of Westw ood Dri ve a nd Ba ss man Road and additional inl ets in th e 900 bl ock of W estwood. Engineer: C ity s taff Current Project Phase: Pre liminary des ign Anticipated Bid Date: Fall 2015 Percent Complete: 0% Critical Path/Action Items: Funding Source: City I /2 cent sa les tax Other ite ms of interest or s ignifica nce: I 07. Proj ect Name: Lind e n Dri ve a t South Sc hoo l C os t Es timate: $35 .0 0 0 Project S ummary: Project includes construc ting inl e ts and a crossr oa d pipe in th e 7 00 B lo ck of Lind en Driv e. Engineer: C ity s taff C urre nt Project Phase: S urvey Anticipated Bid Date : S pring 2016 Percent Comp lete: 5 0 % Critical Path/Action Items: Funding Source: City 1/? cent sa les tax Other items of interest or significance: II. Project Name: E lm S treet a t Ve tte r La ne C os t Estimate: $3 0.0 00 Project S ummary: Proj ect includes constru c ting inl ets a nd a crossr oad pip e in t he 1400 block of East E lm Street. Engineer: C itv s ta ff Current Project Phase: S urvey Anticipated Bid Date: S pring 2016 Percent Complete: I 00% Critical Path/Action Items: Funding Source: C it y 1/? ce nt sales tax Other items of interest or significance: 12. Project Name: Be lmo nt S treet Ke rmac to G lendal e Cost Estimate: $15 0 .000 Project Summary: Project includes constructin g inl e ts and pipe to intercept wate r prior to it jumpin g dri veways and running towards homes. Engin ee r: C itv staff Current Project Phase: Survey Anticipated Bid Date: S umm er 2 016 Percent Co mplete: I 00% 6 Critical Path/Action Items: Funding Source: Citv 112 cent sales tax Other items of interest or significance: 13. P r oject Name : A ir S treets Phase II : Cost Estimate $15 0.000 Project Summary: Project in c lud es c o ns tructing inlets a nd piping from the e nd of th e fir s t phase of th e proj ect to the intersection of Belair Drive and Orch ard Lane. Engineer: C ity staff Current Project Phase: Design Anticipated Bid Date: S pring 20 16 Percent Complete: 20% Critical P a th/Action Items : Funding Source: C ity 1/2 cent sales tax Other ite ms of interest or significance: 14. Project Name: S to rm Wate r M a nageme nt P lan s for C it v Ope rations S it es Project Summary: Project includes d eveloping storm water mana gement plans fo r the C ity 's o p erations s ites including Hvde Park, Mi ll er Street a nd Parks Maintenance. These si tes we re noted in the EPA in spection repor1 as a high prioritv. Engineer: Citv Staff Current Project Phase: D es ig n Percent Co mplete : 30% Critica l Pa th/Action Items/Percent C omplete: C ity s taff has chos e n to u ndert ake th e developme nt of these p la n s w ith o u r own en gineering s taff. Funding Source: Citv 1/2 cent sa les tax. General Fund and Parks Funds are a ll possib le sources Other ite ms of interes t or significance: Wastewater 15 . P r oject Name: Green Mea dows Pump Station Fl ood Proo fing Cost Estim ate: $3 00.000 Project Summary: Project includes th e flood proofing of the pump station to protect from fl as h flooding. Engineer: Bartlett a nd West Current Project Phase: ROW Anticipated Bid Date: Depends o n right-of-way Percent Complete: 90% Critical Path/ Action Items : C it y s ta ff working to obta in proper1y approvals . Funding Source: Wastewater Funds Other items of interest or significance: 16. P r oject Name: Hays lc ton Pump S tation Cost Es timate: $288.000 Project Summary: Proj ect in c lu des construction of a new pump s tati o n and force main to replace th e current s tation. Engineer: Horner and Shriffrin Current Project Phase: Design Anticipated Schedule: Pe rcent Complete: 10% Critical Path/ Action Items : Con s u lta nt is wor k in g to com p le te th e des ign . Funding Source: Wastewate r Funds Other item s of interes t or s ig nificance: ROW to cons truct is still needed 17 . Project Name: Bas in 5 a nd 6 Re li ef Sewers Ph ase II C os t Estimate: S 1.500.000 Project Summary: Project inc lu des construction of rel iefsewer to e liminate con stru cted wet weather overflows . The sewer will be pl aced a lo n g Wears C r eek from th e ROTC building to Ros eva ll ev and pote nti a ll y a lo ng s tadium to Highway 54. Engineer : Bartlett and Wes t Current Project Phase: Des ign Anticipated Bid Date: Spring 2015 Percent Complete: 50% Critica l Path/Actio n Items: C ons ultant is wo r k ing to c om ple te th e d es ig n . Funding Source: Wastewater Funds 18 . Project Name: Wo odward Sew e r Re p laceme nt (Co le Count v Publi c W o rks ) Project Summary: Project in c ludes con struction of sewer in conjunctio n w ith Co le County Public Works s torm water and road improvements . Engineer: City Staff 7 Funding S ource: Wastewater Funds 19 . Proj ec t Name : Conve rt Abandoned Cole Jun ction forccma in to U ni lever effl uent sewer. Proj ect S ummary : Project includ es construction of re lief sewer to e limina te constructed wet weather overflows. Engineer: Engineerin g Sur vev's a nd Services Current Project Ph ase: contract negotiations Percent complete: 0 % Critical Path/Ac tion Items : Funding Source: Was tewate r Funds 20. Proj ect Nam e: E liminate Woo d w a rd Pump Stat io n. Project Summary: Project includes the constru c ti o n of a n inte rceptor sewer from the east s id e o f Binder Park to Sharon Dri ve. Engineer: C itv S taff Current Project Phase: design Percent Complete: 0 % Critical Path/Action Items: Funding So urce: Wastewate r Funds Facilities 8