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V.2. Approve Revised Final Design Plans and Authorize Bidding: Cottageville Park, Phase 1 Improvements; StadlerNovember 25, 2014 'L10 P K ¢ N S Council Report 2014-136 APPROVE REVISED FINAL DESIGN PLANS AND AUTHORIZE BIDDING: COTTAGEVILLE PARK, PHASE I IMPROVEMENTS Staff recommends the following motion: Move that Council approve the final revised design plans and authorize bidding of the Cottageville Park, Phase I I.m.p.rovement proiect. This project was originally bid in July 2014. Two bids were received and rejected as they were more than 35% above the engineer's estimate of cost. Since then, the consultants have been refining the design and the construction estimate. By adjusting design elements and specifications we estimate more than $180,000 in cost savings. Plus, an additional $44,000 in additional savings is possible via four alternate bid items, However, additional areas were added to the original scope, as well, including the park alley improvements and grading/landscaping of a future park shelter area. Additionally, unit prices were adjusted upward to better reflect the current bidding climate. As a result, the new construction cost estimate is $1,992,219 — not including the potential alternate bid reductions. The project redesign is now essentially complete and City Council approval is needed prior to the December 11 Minnehaha Creek Watershed District Board meeting where they will consider design approval and whether or not to advance the project to public bidding. Primary Issues to Consider. Project funding Design elements Project Schedule 0 Project area sketches, construction plan excerpts, sheets Steven J. Stadler, Public Works Director Council Report 2014-136 Page 2 Analysis of Issues Construction cost estimate, total project cost estimate, project funding Current project cost estimates are as follows: 90% design construction cost estimate = $1,992,219"60 The total project cost estimate is now: $2,.533,779.60 This includes design fees and the $250,000 playground equipment cost The prosect funding is as follows: State BVVSR Grant-, $,410,250 Henn Cty Grant: $15,000 Shepard of the Hills project donation: $12,050 Hopkins Storm Sewer Fund- $1,750,000 Hopkins Park Capital Improvement Fund: $500,000 Water and Sanitary Sewer Funds: $75,000 PIR construction funds: $250,000 TOTAL PROJECT BUDGET- $3.,.0,12,300 The storm sewer funding amount includes the estimated $400,000 cost for purchase and demolition of the 431/433 Blake Road duplex. 0 Design Elements The design elements include: - underground storm water storage/treatment/infiltration to prevent 25+ lbs/yr total phosphorus and 10 tons/year of sediment from entering the creek - Two park entrances and concrete paths through park, creek access - Extensive landscaping features, including: ornamental trees, multi -trunk trees, canopy trees, evergreen trees, shrub beds, groundcover beds, perennial flower beds, drip and lawn irrigation - flexible electrical service into site - pathway lighting with photocell and timer control - community garden area - play area with raised mound adventure trail, adventure trail sliding and climbing play features, central play structure, lookout point structure, shade trees, seating - Widened entrance area and parking lane - Graded and landscaped future park shelter area a Project Schedule December 2- Hopkins City Council design approval, authorize bidding December 11: MCWD final plan approval, authorize bidding December 16 — Jan 13: Advertise for bids January 22-. MCWD bid award May — September 2015: Construction Alley - I V • — - Parallel Parking , F+ -•- mmunic�� Existing Balf ti i Go '� r Carden �!' Court ell 512 Plav Arez _ Junior Soccer Open Air. ,�vilion for Picinc & Pla��reas & Perform.1JR-1ce Stage ' ` + Restroos SupportmFacu�s f reat Lawn with Storm ' •`-'^ Winter Warmi I ° ut for Ice 1 �"� � Skarers� Water Management % System Below , Summer Soccer & Informal Play ea Stage Viewing At I ce WinterSkating g • ti '1 Clccl� and `��� Sclnn rArcati ' : Outflow Cascading Pools yLawn. I ' Creek Overlook j a� and Riverfront Garden . rr Creek Overlook Park .Y r - with MCWD Educational Exhibits .?; • \ e Canoe Pull w . off Park ni; Canoe Launch and Creekside Viewing i , t` • Lawn t� " I H' �' C at Mini Park (Potential for Kiosk Connection to Sho�+in,, Entire Creek oP��h Regional Trail Ope Space System) - t € d System eeo it......i......I..........1...........L......t...l 0 240' `-- Rp w.. 30r�Q L 90. ._1.. 15�,1t_ ', . ✓ `4^ U • di ]"=30' atfuUnze(36x24)% .. (. HOW E RTON MINNEHAHA CREEK CORRIDOR COMMUNITY TRAILS INITIATIVE Cottageville Park Conceptual Mast E0.TUN LI D. tl_WI.IIA0.f IIUYERl UN PARTNERS LTU. Februa ON,=N E#. b` OF WAIE'Ii Mi3N CUT -IN 6'%6" TEE (NO I9 TAPS FllK)WEO) ^NNECT m a 0` SANRARY SEWER (2)' Inv, 895.S53 (RFLB VEMFY) SWJTAYY SBRACE NMES: 1. SWTPARY SERGE SHALL BE G' PVC SOR-2S. 2 MTARY SERVICE SNAI.9. SLOPE AT MINIIMUN i/4' PER FOOT. .. PIPE BEDGNG FOR SWiPARY SEAY1�- SHAtt CONFt)RM TO ASTM D-2321 FNP COY OF HOPWINS STANDARD OEIAE SS -5 (INCTDEN[AL). 5€E 5F1EE. C9.1. 4, SANITARY SERVICE GONNECNON 5NALL CONFORM ;O CITY OF HOPKINS ORANDARD DUAL SS -2. SEE SHEET 0.1. 5. PROVOE PLUG AT SANITARY SERNCE SIVE FON E RE PHASE CRNN[CTION. & PRUDE MEPAL SOH POSE AT END BF SHALL Y SERJKff SN®. 4` ABUT GRADE. SAN'iARY fEN('d POST SHALL BE PAiMEO GREEN. WATER SWCE NOTES; 1. WRIER SE:NICE SN L BE 0. SIP CL 52 UNLESS NOTED OTHERWISE. 2. PIPE BOB 140 EOR WATER SET'IC€ SKAI. CONFORM TO CM OF HOPKINS s.ANEARD OFFAL SS -5 (INCIOFNTAfj. SED SH€EP C0.1. 3. WATER 5ERWCE TO MANTAN A 9MKUM COVER OF 7,5'. UNLESS OTHERIWSF NOTED, VIER-OFPTH 1NCiQENTA 4. HYDRANT ELEVATIONS ME WEN TO TOP NUT. 5. ALL MfORWM NALNES AND PMNNG5 SHALL BE EOUR €E6 WITH SPMNLESS STEEL ROUE. HYDRANT AND CASE VAL, SHALL CONFORk TO CITY OF HOPKINS CTTY PLATE NUMBERS W-2. W-3, W 5 AND W-6. SEE SHEET C5.3, 6 NEGALOG LOCATIONS SRkL CONFORM TO CRY PLATE NUNBER W-3 SEE -HEFT C3.3. T HENT N 2z° �MATION BETWEEN hi URLRY CROSSIN05. B. PRUDE METAL Ii.NCE POS= AT END OF WATER SBRNcE STU@S. 4' ARRIVE GRADE. WATER FENCE POST SMALL BE PANTED 01 I PROVIDECONCRETE 1NRIJSI @LOCKING FOR WATER SEUDE PNPING PER MAIL 5/0.3 (INCIDENTAL). 1O, COPPER COUP NGS FOR 1` T K WATER SEI S - BE THREE PART HARE COUPt3AC. SENDAI NOTES: I. ONLY IRRIGATION SLEEVES FOE PRfNEWAYS ON NUFI SIDE OF pfH�DIAAV SHEWn. SEE LKi-SCAPF DAWMNOS FOR ALL OTNFR ISRfGABB' AND NERlGAPICKN SIZES.PRUDE (2) 4- SON 40 SLFF,TS AT THESE LOCATIONS. MIN IB' COVEA.'EnERD 5EEEVES 19' BEYOND SM O= PATS MIO NARK WI 2`X2° WOOD STAKE AT EACH ENO, PA"EB WNIPE. AR[GATION SLEEVES ARE INCIDENTAL TO THE IRRICTWN il." A BIB CN. 0 city caHopk'�s f[ .:: Y/I/pnck HART, HOW L`-11, i s _N Egap 2gg6 A j Y � v V 0 t•It O, ELY Y: 4' WN=E WAL4 CITY PLATE SrRT-2A. SEE SHEET 0.2 STRIM[N9V5 PAV Ew D AR a/0.4 CONCRETE CURB RNP GUTEN CRY PLATE sTRT-i SP£ SHEET C 7� mr S SEE SHEET C .2 xe.2 LETVNINDTr PAk--HENT DETNL B/MJ ]. CONCFELE CURS1 MyPLATE 5S I! SEE SU C$2 C) SLE N3TE 5-F K D m 9 AWATHA AVE )!ff 11! f 6 RAMP SPP -IA CD.2 aI.IPa.11m STRi-6A CB.2 RRUmI DRNEY DETAL DETAIL ]/E6.4CONCHETE PAYEUENT CONNECDON (INCIDENTAL) ZPE➢E4IRNN RAUP NO PRTpONC SRilPINC. CITT PLATE SPP -1A )(01M ONE DoRDET SEE 5??fgT C@.2 SCUD YELL - W UNE i J a CaRTiTI-Tr OErAL 7/C84 j I CLASS 5 ]SOOT, CRUSHED . I/ 0€iAlt 8/;b.4 8' .NNCNx`IE i ? f CLASS 6, 14Y \-4' SEUD WHITE UNE _� :UR Pf4' LEL PARkNG � CELINrADCN M)cluaa Nd PAn'NG STRIPING. 4' SOLID YELLOW BONDER Will , OETAB. ]jCR.4 rvve IvNCfLhNTAE9 YELLOW LS SOUR YEiLOW llNE OIAGONAI,S J D FT GEe.?ER-`tl-CEIY[fR - /". COLORED CONCRETE WAL SEE IANOSC+PLNG DRAW. 99 R' REHMACED CO€CST O CCNCRETE PR4E9-VTT 1 DETAIL S/CB 4 SEE SPECIFICATION 2775A FUR II I COLORED CONCRETE REQR IZN`S I (I ! f ORM CDNC;;r WN !J LANDSCAPE ORAAENES j 4t CONGASTE OT PAYERS 5EE LARD 0SEE RAWW., P� l \` S1EIE BAND LANDSCAPE ScE ET ORAWINo$ A ! f S I SEE m RAMS NOTES: 1. P. DE CONTROL JONG MR a CONCRETE SI AIX AT W C.C. DAX. 2, PROVIDE WN€RCL TUFFS POR HENPURCBO OOIO$E PAYTAENr AT f0' D.C.MAK 3, MCC MUE TWO 14 UNMRCING RCOS IN CVRD AT Al TUNICH S. RODS SH IU- BE 20 YTgT IN LENGTH AND BE PUOEO IN THE LOWER —11C:i C4' THE Moo. 4. PR(MDE TWO /4 RENFORCRI ROOa IN CURB AT ALL CATCH BASINS. ROD$ 5. BE NO LER T 4 IC TE -.T IN LENGTH AND HE PLACED IN TP& LOWER PORION OF THE WNB. 5, PRGUIDE DOWEL BARR FOR STROc[ORES IN WNCR-*"lE PA�ME,fr PER CRY PLATE SiRr-16. 6. PROVIDE SSWPING AND PA4FA4EM NRRG6NGS ON LAKE S AND BLRIf RD AS REOUREO M NATCH U[STING, LEGEND n.*nsvvwwry 01 RETE C115 AND CUR sER DIrI10INOUs PAVFNEiT CONCRETE PAYEBENTIS`IEA" 0 UEy or i'.opFu� I 4Nenck HARTIHIOWERTON 8 3 e�g,m a 3 I � T 0 -W Q -W ItAYB IS5V6 1 E G PR43PCT rE. a n$n �rvmv vrv- VAGEANDRE- . -. � INSTALL 24 L.P. OF L E WI1:E GRFEN PENC. -.. -.. �t TRA H RE r LE WITH EX€STING WOOF FENCE, 1 TIpN - `• LL.R 'F GARDEN n NRET BASE,4 TAL. - 6'RA KBE CH -SHO ... . 2TCi L. S.ESPECS WN. EE NTRY SIGN x I .s I_ A) fi111ff EXI371NG SPORT COURT TO REMAIN�11AIT'HOWIRTOI 2 RASFDP INTER BED [FUTURE PLAY ARE 1 COLORED CONCRETE ca as III e ! L3 - s 9 L52 WALK: 3"THK a a c `I T KC 4i3RE6 GONCR'7 4 9 ,� y ;� P[. rs GRINNINGF 'J, L" _. i CGLORED - No—RusrEuerRr2uHIS. anU fCRSEE C CRETE WA L2OI E,THK 12 LL EDGER 5 i=B'PARKB€NCH 2 TOTAL:SEE SPECS ' ... k .,...s .. "��,Y .90 ,m.: -✓� 5l.9cA,� 5 STEELEDGER �Rga a 5 h =0SE0'?REEB, SEE _ PLANTING PLAN$ 'I g0 EXISTINGTREESTC FRIN - : ,salt, z � :- I _ _ SEE CIVIL DRUVGS, � J 4asL s LEGEND & NOTES CONCRETE i -- :.'... ., ..:- ... .S.. ..EEL Eo EFt -- .,,'f 1 C� ' ... - �-: 1 CALL STATE CALL F SLK; 5" THK.- . UT€ll TY LOCATES PRIOR TO ALL EXCAVATION , y C� ONGRETL BAf P :6Y�3'u NEF ems_' "- ,� i GLLOR RET 2RNO ITECT OF UTILITY OR OTHER . REQUIRE ALTERATIONS TO THAT1 � x - THE PLAN. e , CONF�fCTS EXISTING TREES TO c EPGECFsroRNswA't R REMAIN. LOCATIONS v reDBENGi Ls.S 3 e'. nL s SEE C STRUCTURE APPROXIMATE. PROVIDE e� BELOW CIVIL DR S. ° LO91 PROTECTION ro j } PROPOSE! r.DETAIL NUMBER BEE P RNR, NGP rN SHEET NUMBER a rt n j �_. � ICSN.i3?N iS :. ..- .sn.s P CONCRETE ®eiNb e11,,..a WGOPaEyc 55 . .r,`f EL EDGER �_5 ,m srn re rye COLORED CCNC- ETE CONCRETE STEPPING PAD 4 ' i ,. _ WELDEDWIRE P FENS ECS SETERTYN[NE -_-. BACK FROM PI")" TY L€NE, SEE 4 ' TREATED TIMBE_ SK p�� CONCRETE uNIT PAVER K3 - � � �� � lz � � i CONCRIEAND 2 VMODBEND H LSS H i CIDLOREc CONCRETE P ft•L5.2 WALK g THK OIJTEALL STRJCF,IRE TREE PLANTING PLAN SHRUB/GRQUNDCOVER PLANTING PLAN L4.0. _.....____ L4. KEY 3. ENgNiSN ANb €NSTAll. %" MULCH M ALL P ANDNG BEDS, 5a SPECS, 2 FURNISH AND ]NSTALL SI EDGER SET&-,% LAWN OR RON MULCH AND LANIN PG BEDS SEE SPECS AND SHER €3.C. X G1 GOPHER STATE ONE CALL FOR UHUI LOCATES PR*R TO ALL EXCAVATION j,+{"q �/t%ry� "'WDIE!(. F tfiTenff:'ifxFFc`[R of d COTTAGEVILLE PARK COST ESTIMATE - 90% DESIGN NOVEMBER 2014 1 MOBILIZATION & DEMOBILIZATION - - LS 1 $ 120,000.001 S 126;000.43 1 $ (15,00.00) $ (15,040.00) 1 $ 25,00., $ - 25,000.0_ 1 _ _ $ 130,OW.00.... $ 130,000.00 2 TRAFFIC CONTROL LS 1 $ 10,000.00 $ 10A0Q.00 1 $ 10,00100 $ 10,000,00 3 _ REE PROTECTION LS 1 $ 40.0 $ 1,000.00 1 $ 1,00.0 $ 1,0080 4 5 1CLEARING ANDGRUEBING ORANGE MESH CONSTRUCTION FENCING LF 7D3 $ 25,600.00 $ $ AAAA. 3.0D s 25,400.40 2,100.00. 300 $ 3.0c $ 900.01 i 1013 $ 25,000.0 $ $ 3.Do 25,000.00 3,000.00 -.._ 6 REMOVE STORM SEWER PIPE - -_-- L-1 415 $ 11.00 $ 4,565.00 1 ES I 7 REMOVEFLARF1i-END SECTION -.. - EA, 1 $ 50.0 $ 500.00.. -. 1 $ 504.0 $ 5Q0.0 8 REMOVE STRUCTURE €A 5 $ 754.0C $ 4,500.06 1 $ 7500 $ 7KOE 7 $ 756,3(1 $ 5,250.00 9 REMOVE CONCRETE CURB &GUTTER LF 255 $ 10.40 $ 2,656.0 1 $ 10.0 $ _. - - -- 10.01 265 $ 10.0 $ 21660.00 10 REMOVE CONCRETE WALK SF 2076 5 1.00 $ 2,670.00. - 176 $ i.G $ 178.0C 2248 $ I.DD $ 2,248.00 11 REMOVE CONCRETE PAVEMENT SF 3361 $ 1.5 $ -. 5,041.5 3361 $ 1.0 5,041.50 12 REMOVE BIT UMINOUS PAVEMENT BY 400 $ 10.04 $ 4,000.30 5 $ - _ - ID.Dq $ 50.0 405 $ 10.40 $ 4,050.04 13 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SY 355 $ 8.44 $ Z,840.0 _ 72 1 $ -.. 8.0 $ 576.0 427 $ 6.0 $ 3,416.0 14 SAWING BITUMINOUS PAVEMENT (FULLDEKI) LF 450 $ FUD $ 2,700.00 129 $ 6.04 $ 774. 57S $ 6.00 $ 3,474.00 15 _ REMOVE RETAINING WALL - _ LF - 23 $ 40.0 $ 924... 23 $ 40.00 $ 920,0 16 REMOVE FENCE LF - 184 $ 81 $ 1,312. 161 $ 8.04 $ 1,31200 17 REMOVE PLAYGROUND LS 1 $ 4,000.00 $ 4,006.00 1 $ 4,000.60 $ 4,00,00 1B IREMOVE TRASH RECEPTACLE EA 1 $ 250.001 $ 256.0G i $ 250.00 $ 250,00 19 REMOVEBENCH --_ _ _ EA 2 $ 250.00 $ -. -. 500.00 2 $ 250.00 $ 50. 70 20 REMOVE SIGN RA 2 1$ 250.0 $ 540.0 2 $ 250,00 $ 50.0.0 21 REMOVE LIGHT POI EA 3 $ -_- 750.00 $ 2,253.00 3 $ 750.0 $ 2,250.00 22 REMOVE POWER POLE - EA 2 $ - 75000 $ 1,504.00 2 $ 754.00 $ 1,500.60 23 REMOVE FXSTING IRRIGATION SYSTEM LS 1 -- $.. 1,400.40 $ 1,000.40 1 $ 1,000.00 $ 1,000.00 24 REMOVE EXISTING IRRIGATION BOX LS 1 $ 560.40 $ 500.00 1 - $ 50.0 $ -- ._54.00 500.06 25 26 SALVAGE AND REiNSTALLFENCE SALVAGE AND RE€NSTALLSIGN -_ __. LF EA 24 1 $ 50. $ $ 500.6 $ - -_ _. - 1,200.0 - EOG. 24 1 $ $ $ 506.0 S -... 1,200.{0 - 500.00 27 - ABANDON STORM SEWER PIPE LF 90 $ 25.60 $ 2,250.00 90 $ 25.0 $ 2,256. 26 ABANDON SANITARY SERVICE EA 1 $ 50.00 $ 560.00 1 $ 500.00 $ 500.00 29 ABANDON WATER SERVICE EA 7, $ 1,040.00 $ 1,00,0 - 1 $ 1,00.011 $ 1.000,00 30 POTHOLE FORCEMAIN -. LS 1... '.$ 1,500.00 $ 1,500.00 _ -. 1 $ 1,500., $ 1,500.0 31 POTHOLE GAS MAIN LS 1 $ 1,500,00 -$ 1,500.411 - 1 $ 1,500.06 $ 1,500.00 32 33 COMMON EXCAVATION-ONSTTE(EV) COMMON EXCAVATION-OFFS€TE(EV) GY CY 26, $ ._12.00 $ 31,200.00 -m 250 $ 120 $ $ 25.3 $ (5AKDQ 6,2540.... 2150 250 $ 12.00 $ $ 25.00 $ 25,800.00 5,250.60 34 COMMON BORROW (CV) CY 304 $ 25.00 $ 7,500.0 -- _... -206 $ 26.. l $ -_ (5,606.46 _ 10 $ 25.07 $ 2,500.0 35 GRANULAR BORROW _-.. TON 350 $ 25.00 $ 8,750.00 350 $ 25.0 $ 6,750.0 36 BFTUMINOUSMATERIAL FORTACKCOA7 GAL 26 $ 10.00 $ 260.0 62 $ 10. $ 620.0 86 $ 10.00 $ 880.00 37 38 TYPE SP 9.5 WEARING COURSE MIXTURE (3,0) TYPE SP 9.5 WEARING COURSE MIXTURE {39 - TON TCN 1 67 $ 150.00 $ 1 10,050.06 -67 67 $ 150.00 $ (10,654.00) $ 143.00 $ 9,581.0 118 $ M& $ 16,874K 185 $ 143.0 $ 26,455.0 39 40 --_ TYPE SPI2.SN9N-,FAR€NGCOURSE MIXTURE (3,C) TYPE SP 12.5 NON -WEARING COURSEM[XTURE(3,B) TON TON 187 $ 140.06 $ 2&.103.0-187 157 - $ 146.66 $ (26,180.00 $ 133.00.$ 20718 65 $ 133, $ ivout 272 $ 133.06 $ -_.. 36,176,0 41 AGGREGATE BASE CLASS 5, 100% CRUSHED TON 903 $ 40.00 $ 36,120:0 6 $ 40.00 $ 240.0 872 $ 40.0 $ 34,880. 1781 $ 40.0 $ 71,240.0. 42 PAVEMENT MAMNGS LS 1 $ 2,00.0 $ 2,804.00 1 _ $ 1,00D.DC $ 1,000.oc 1 $ 3,000,001 $ 3,00.60 43 CONNECT TO EXISTING SANITARY SEWER PIPE EA 2 $. .3,00.00 $ 6,00:34 If- 2 $ 3,004.0 $ 6,000.001 44 6` PVC SANITARY SEWER PIPE SDR -28 LF 130 $ 50.0 $ 6,504.00 130 $ 50.00 $ 6,50.0 45 6" PVC PLUG EA 1 $ 30.06 $ 360.0 1 $ 300.0 $ 306.0 46 CONNECT To FXfSTING WATERMAN EA. 1 $ 5,00.0 $ 5,000.00. -. 1 _. :$ 5,406.00 $ 5,,0.60 47 1" TYPE K COPPER WATER SERVICE ---_ -- LF i3G $ 35.00 $ 4,550., 150 $ 35. $ 5,250.. 2S0 $ 35,00 $ 9,80.0 ?IIIzIfflul III 48 4' WATERSERVICEDUCTILE IRON PIPE CL52 -. LP 24 $ 150.04 $ 3,600.00 -28 $ 150.00 $ (3,000.00. 49 V WATER SERVICE DUCTILE IRON P€PE 0452 - LF 170 $ 75,00 $ 12,760.00 20 $ 75.00 $ 1,500.00 10 $ 75,4 $ 750.9 200 $ 75.00 $ 15,90,00 50 44GATE VALVE &BOX E,4 1 $ 2,000.1)0 $ 2,0130.0 -1 $ 2,000.09 $ (2,000.01) 51 6' GATE VALVE & SOX E4 2 • $ 2.500.00 $ 5,000.00 1 $ 2.500.09 $ 2,544.0 3 $ 2,504.00 $ 7,500.04 52 DUCTILE IRON FITTINGS _ - - LE 1009 _.. $ 10.00 $ 10,000.00 10017 $ 10.00 $ 16,040.00 53 INSTALL HYDRANT &VALVE EA 1 $ 6,1)00.00 $ 6,. 00000 - f -. $ 6,1)00,0 $ 6,04.00 54 IRRIGATION BOX Wl 4ADKFLOW PREVENTER _-- LS 1 $ 7,000.00 $ 7,000.00 f $ 7,090.09 $ 7,000. CC 55 BOOSTER. PUMP LS 1 $ 2,500.00 $ 2,500.00 1 $ 200.00 $ 2,500.00 56 HOSE BIBS WI ENCLOSURE -- LS i $-- - - 3,500,00 $ .3,500.00 -1 $ 3,540.00 $ 0,500.00 5T HOSE 31613 LS 1 $ 1,500.00 $ 1.,50.0 1 $ 1,500,00 $ 1,500. 58 DWNKING FOUNTAIN LS 1 $ 6,00.00 $ 5,99440 -1 $ 6,00.4 $ (6,000.0 59 DRINKING FOUNTAIN W1 FOOT WASH LS 1 $ 6,50.0 $-. 6,500. 1 $ 5,500,00 $ 6,500.00 60 CONNECT TO EXISTING STORM SEINER PIPE EA 2 $ ---- 750.00 $ 1,500.04 __. - -. .... 2 $ 750.00 $ 1 ~00,09 61 6' PVC SCHEDULE 40 BRAS PIPE LF 525 S 30.04 $ 15,750.00 69 $ 30.0 S 2,070AIL 594 $ 30.001 $ 17,820.00 . 62 89 PVC SDR 26 SOIAD WALL PIPE LF 36 $ 32.04 $ 1,152,0 36 $ 32.01). $ 1,152,09 83 -- _--_. &` PVC SDR 26 PERFORATED PIPE LF 87 $ 35.90 $ 3,045.09 87 $ 35.00 $ 3,445,00 _ 64 12 RC PII'ESEWER CLASS III - LF 37 $ 50.0 $ 1,850.00 122 $ 50. $ 6,100.00 159 $ 50.00 $ 7,950.00 GS -0.4. 15' RC PIPESEWER CLASS Tll LF 90 $ 59.40 $ 4,500,00 90 S 50.00 $ 4,50il 66 18'RCPIPE SEWER CLASS III LF 554 $ 60.91) $ 39,240.001 19 $ 60.0c $ ljl40.0C 673 $ 0.00 $ 40,304.00 57 30°RCP PIPE SEWER CLASS IT LF Il $ 126.40 $ 1,320.00 - 11 $ 120.00 $ 1,326.90 6B 40'RCPIPE SEWER CLASS ITI LF 61 $ 175.04 $ 10,675,00 51 $ 175.00 $ 10,675.0 59 44-X27' RC ARCH PIPE SEWER MSG III LF 135 $ 160.40 $ 21,600.09 135 $ 164.00 $ 21.600.00 70 6'PVC WE EA 3 $ 31)4.90 $ 900.00 2 $ 300.0c $ 600. 5 Is 30.0 $ 1,51)0,00 71 AREA.BRAN - FIAT GRATE EA 7 $ 81)9.0 $ 5,600.00 --_ 2 $ 300.0 $ 1,600,9c 9 $ 500.00 $ 7,200.00. 72 AREA DRAIN -DOMED GRATE _- EA 5 $ 700.0 $ 3,500.00 _ 5 $ - 700.00 3 3,500.00 _ -. 73 2'X3' CATCH BASIN -- - EA 2 $ 3.000.00 $ 6,000.00 2 $ 3,400.00 $ 6.000.1)0 74 27' DIA METERCATCHBASIN -. -- EA -.. 1 $ 3,049. $ 3,000. 1 $ 3,009.0 $ 3,090.00 75 W DIAMETER STORM SEWER MANHOLE EA 1 $ 4,00.00 $ 000.00 1 $ 4,000,0 $ 4,00.0 75 4' D€AMETER STORM SEWER CATCH BASIN MANHOLE _ EA 3 $ 4,000.00 $ 12,POQ.C© 2 S 4,00.0 $ 8,000,01 5 $ 4,1300.001 20,004.00 77 F DIAMETER STORM SEWER CATCH BASIN MANHOLE V WEIR WALL --_ EA 1 $ 13,000,0 $ 13,000.00 1 $ 13,00.00 $ 13,000.00 713 TDIAMETER 0f7TLETSTRUCTURE WIWEIR WALL EA i $ 13,00100 $ 13,00,00 1 $ 13,000.00 $ 13.000.00 79 TDAMETERSTORM SEWERMANHOLE - EA 2 $ 9.000.001 $ 10,000.00 -. - -. 2 $ 9,00.0 $ 18,00,00 80 T DIAMETER STORM SEWER CATCH BASIN MANHOLE EA 1 $ 9,000.0 $ 9,000.90 1 $ 9,00,00 $ 9,000.00 81 T9IAMETERCLEANOUT MANHOLE WISAFLBAFFLE EA 2 $ 14,000.00 $ 28,000.00 2 $ 14,00.00 $ 28,000.00 82 6'X6' OUTFALL STRUCTURE W1 HEADWALL, STONE VENEER, AND RAILING LS 1 $ 65,00.00 $ 65,90,00 - - - 1 5,60x0 $ 85.00000 83 UNDERGROUND STORAGE UNIT LS _ 1 $ 225,000.00 $ 225,000.04 1 $ (36,000.00) $ [36,040.00( - 1 $ 189,00.00. 84 SAND FILTER SYSTEM LS 1 $ 23,000.00.$ 23.000.94 1 $ 23,000.00 85 2' POLYSTYRENE INSULATION SHEETS SY 18 $ 40.00 $ 729:00 18 J$2E3,000,00 $ 720.0086 ADJUSTEXISTINGVALVEBOX E4 1 $ 490.09 $ 409.1)0 # $ 40,00 87 ADJUST FXISTING CASTING EA 1 $ 480.90 S 404,1)0 1 $ 44;1.0088 PEDESTRIAN RAMP EA 2 $ 750, $ 1,540.0 2 750.00 5 1,594.0 89 4` CONCRETE WALK SF 2260 $ 6.00 $ 13,560.00 -170 $ 6.0 $ (1,024.40 2090 I $ 6.00.$ 12,540.00 90 COLORED CONCRETE WALK, S' Sr 6740 $ 9,09 $.. 50,660.00 226 $ 9.00 $ 2,034.00 1692 $ 9. $ _ 15,220.0 8658 $ 9,01)1 $ 77,922..00 91 6' DONCRETE DRIVEWAY - _.. SF 418 $ 7.4 $ 2,926.1) 418 $ 7.00 $ 2,926.00 92 8'CONCRETE PAVEMENT - SF _. .- - _-. - - _ _ 2405 $ 10.01 $ 24.050,01 2405 $ 10.00 $ 24,050.0 93 8' RE€NFORCED COLORED CONCRETE PAVEMENT _. SF 3225 $ 15.00 $ 46,375,00. 355 $ 15.(X $ 5,475DI 3590 $ 15.0 $ 53,850.0 94 COLORED CONCRETE WALK. MOCKUP EA 3 $ 1,50100 $ 4,500.0- -2 3 1,50.09 S (3,040x4 1 $ 1,500.00 $ 1,50. 95 CONCRETE CURB& CUTTER DESIGN B518 LF 265 $ 25.0 $ 6,625.90 - .325 $ 25, $ 0,125. 590 S 25.0 $ 14,750.00 96 COLORED CONCRETE BAND LF 200 $ 20.00 $ 4,000.40 2175 $ 20.00 $ 4,00.00 97 lCONCRETE UNIT PAVERS SF 992 Is 15.0 $ 14,880,00 20 $ 1500 $ 300.0 - 1012 $ 15.0 $ 15,100.00 96 IRAVEREDGING LF 412 $ 9.00 $ 3,708. 14 $ 9.00 $ 126.0 426 $ 9.0 $ 3,834.00 99 COLORED CONCRETE AND WOOD BENCH EA 1 $ 8,000.00 $ 56,000.OQ.. 7 $ (5,000.00 EE $ 2fA0=00 108 ICONCREFE STAIRS AND RAILINGS LS -i $ 20,000.0 $ 21.11111 $ 20,000.41)1 20,00.00 1995 1780 $ 4,54 $ 8,010.0 Is 4,501S 8,977.50 -215 $ 4.50 $ (9'7.50 �..-_ 141 JCRUSIAED ROCK SURFACING SE, 142 TREATEDTIMBER BEAMS --- - 1.S 1 $ 9;90917 E 9,000.00 1 $ 9,000.00 $ 9,100.0 143..... TREATEDTIMBERWALK SF 980 $ 25.00'. $ 4,000.60 160 $ 25.00 $ 4,000.0 144 -- NlOtiO PLANTER WALL _ LF --- _. 210 $ 15.0c $ 3,150.0 214 $ 15.00 $ 3,154.09. 105 STREET SWEEPER (WITH PICKUP BROOM) HR 15 $ 154.00 $ 2,264.07 15 $ 156:04 $ 2250.0 106 WATER FOR DUST CONTROL MG 10 $ 100,00 $ 1,040.00. _ - 10 $ 100.00 $ 1,70,00 107 DEWATERING -. - - - L5 1 $ 10,400.4($ 10,00049 -1 $ 10,000.00 108 DEWATERING _ - DAY 1 60 $ 850,09 $ 51,00040 86 $ 85000 $ 51,19446 149 DEWATERING-PIPE AND UNDERGROUND STORAGE UNIT INSTALLATION LS 1 $ -_.-50,000.7 $ 50,000.00 .1 --._._. 5 50,090.9'] 5 (SD,OQO.. -_ _ 110 SILT FENCE, TYPE MS-MAINTAINED LF 550 $ 4.00 $ 2,204.04 550 $ 4.00 $ 2,200.90 111 FLOTATPON SILT CURTAIN TYPE MOVING WATER LF 75 $ 30.00 $ 2,250:40 75 $ 39.09 $ 2,250. 112 SEDIMENT CONTROL LOG TYPE STRAW (OR BICROLL) LF 150 $ 6.00 $ 996.00 110 '$ 6.6: $ 660,0 -_1,050. 234 $ 6.00 $ 1,569.00 113 INLET PROTEGMN-MAINTAINED EA 12 $ 350.04 $ 4,200.00 3 3 350.0 $ 15 $ 350.00 $ 5,250.00 114 INLET PROTECTION (AREA DRAIN) -M.AINTAiNED -_...EP, 12 $ 250.00 $ 3,90044 2 $ 250. $ 500. 14 $ 250.90 $ 3,511.01 115 TEMPORARY ROCK CONSTRUGTIONENTRANCE ' EA 2 $ _1,500.00 $ 3,400.60 2 $ 1,501.90 $ 3,900.0. 110 STRAW MULCHTYPE1 Wf DISCANCHORING SY 100 $ 5.001s 519:40 100 $ 5.00 $ 500.00 117 1HAND PLACED RIP RAPTYPEA TON 98 $ 400.00 $ 7,20Q.6 18 1 $ 410.00 $ - 7,200,00 118 JHANDPLACEDRIP RAP TYPE 8 TON G $ 375.90 S 2250.E 6 $ 375.00 $ 2,254, 119 HAND PLACED RIP RAP TYPE C TON 10 $ 350.00 $ 3,509;40 10 $ 350.00 $ 300,00 120 ITYPFVGEOTEKi1LE SY 45 $ 5.159 $ 225.00 45 $ 5.00 $ 225.00 121 ITYPE 2 COMPOST (LV) CY 395 $ 5141 $ 19,750.07 -210 $ 50,07 $ (1Q,950.0(, 60 $ 50.0. $ Vou.oc 236 $ 50.0ul $ 11,500.00 122 PREMIUM TOPSOIL BORROW (LV) CY 1386 $ 50.00 $ 69,304.40 -528 $ 50.00 $ (26,3DO,001, 237 5 50,0c $ 11,950.4 1007 $ 5(.00 $ 54,850,1)11 123 SODDING TYPE MINERAL SY 2910 $ 4.50 $ 13.495.66 450 $ 4.50 $ 2,.070.0 787 $ 4.50 $ 3,541.5 4157 $ _ 4.50 $ 16.706.50 124 TEM PORARY SEEDING AC 1 $ 1,000.90 $--- 1,600.00 -. 1 $ 1,00040 $ 1, mml 125 CONIFEROUS TREE 8 FL HT, B&B EA 7 $ 600.00 $ 4,200.00., 6 $ Goo.cc $ 3,60G.oc 13 _-26 $ 600.00 $ 7,800.90 125 -_ DECIDUOUS TREE XCAL B&B -- EA 25 $ 500.00 $ 12.504.44 1 $ 500.00 $ 54Q.CQ $ 5116.01 $ 13,000.00 127 DECIDUOUS TREE T CAL B&B EA 25 $ 350.06 $ 6,750.00 20 $ 350.0c $ 7,0X00 45 $ 350.00 $ 15,750.00 128 JORNAMHWALTREE 2° CAL, B&B EA 21 $ 350.04 $ 7,350.00 -2 $ $50.70 $ (?04.00 19 $ 350.00 $ 6,650.0 129 DECIDUOUS TRFE91D COW. 00 EA 9 S 350.00 $ 3,150.00 9 $ 350.00 $ $150.90 130 ORNAMENTALTREE, MULTI8 FT. HT. B&B EA 11 $ 450.00 $ 4,950.00 11 $. _. _ 40.01 050.00 131 TRANSPLANTTREE EA 2 $ 500.00 _$ 1,000.00 -2 $ 500.00 $ (1,009.90 132 CONIFEROUS SHRUB #.5CONT. EA 48 $ 60.00 $ -40.00 2880.09 -48 $ 60.00,$ (2800.40 133 CONIFEROUS SHRUB 92 CONT. -- EP. 459 $ - $ 18,361.00 -121 $ 40.00 $ (4,646.99' S2 _ $ 44. $ 2,486:C1 300 $ 40.00 $ 15,604.60 134 DECIDUOUS SHRUB #5 CONT. - EA _-- 1052 $ 57.00 $ 54,100.00 -..: --390 $ 50.90 $ (19,510,071 757 $ -- 50. $ 37,654.0 1449 $ 50.01 $ 72,451,00 135 DEC€DUCUSSHRUBA2CONT. EA iB2 $ 40.00 $ 7,28$00 -35 $ 40.00 $ 41,400.00, 30 $ 40,01 $ 1,2ma 177 $ 40.00 $ 7,080.09 136 DECIDUCUS SHRUB#1 CONT. _ - EA 30 $ 20.00 $ - 640.(I6 .30 $ 20.00 $ (600.00 137 VINE#1 CONT. EA 7 -$ -- 3040 $ 210.0 -2 $ 30.00 $ (60.(0 11 $ -. 30. $ 330.9 16 $ 30.40 $ 480.00 138 PERENNAL#1 CONT, EA 1157 _ 5 15.00 $ 17,355.00 32 $ 15.00 $ 480.'0 75 $ 15.. $ 1,125.4 1264 $ 15.00 $ 13,9^a.0.00 139 PERENNIAL4` PDT EA 16B '.. $ 10.00 $ 1,660.06 108... $.. 10.0 $ 1,067.4 276 $ 14,40 $ 2,760.00 144 BULBS EA 1000 $ 4.00 $ 4,090.06. -1000 $ 4.[70 $ (4,004.00 141 ORNAMENTAL. GRASS Al CONT. EA 710 $ 944 $ 6,390.00 -10 $ 9.00 $ (90.00 -. 75 $ 9.0. $ 675.0 775 $ 9.40 $ 8,975.00 142 LANDSCAPE EDGER --... LF 1206 $ So $ 7,23640 .204 $ 6.0 $ (1,224.10) 254 $ 6. $ - 1,584.0 1266 $ 6. $ 7,596.7 143 WOOD MULCH, TYPE CY 350 $ 50.00 $ 17,500.00 95 $ 50. $ 4,756.D. 445 $ 56.00E 22,250X9 144 IRRIGATION SYSTEMA -_LS 1 $ 65,400.00 $ 65,000.00 1 $ (8,Q11.00 $ (8,(00.(0 1 $ 15.000.90 $ 15,600... 1 $ T2,000... $ 72,000.04 145 PARKBENCH EA 3 $ 3,500.00 $ -. -- 10,500.40 -3 $ 3,5m.07 $ (10,500.00 146 PARK BENCH-6FT - EA - 2 $ 1,40744$ 2,8004 2 $ 1,400.49 $ 2,644.9 147 1PARK BENCH-8 FT --- EA.-_ 2 $ 1,55040 $ 3.100101 2 $ 1,550.00 $ 3,100.0 148 TRASH RECEPTACLE EA 9 $ 1,300.00 $ 1 300.04 3 $ 1130140 1 3,90040 _ 4 $ 1,309A0 $ 5,200.09 149 WELDED WIRE FENCE LF 11 328 - _...$ 75.00 $ 24,'04.00 -40 $ 75.00 $ (3,{40.44 280 -_- - $ 75.00 $ 21,644.00 15G 6 FT. FENCE GATE EA. 1 $ 4,500.04 $ 1,504.44 1 $ 1,510.47 5 1,500.0 2 $ 1,544z $ 3,000.00 151 PARK SIGN EA 2 $ 2500.00 $ 5,000.00 2 $ 2,50(.00 $ 5,000.00 152 CEDAR COMPOST BIN - EA 1 is 500,00 $ 504.40 - - - - - 1 - - $ 540.00 $ . .3,00IL001 540.0 153 ELECTRICAL SERVICE -._.... LS 1 $ 3,414.40 $ 3:004.00 1---- $ $ 3,000. 154 WALKWAYUGHTS -. -. PA a1 $ 6,000,06 $ 66.maoal $ 6,000.oc $ 24.000.0. 15 $ 6,800.00.$ 00,000.00 155 ACCENTLIGHTS EA 34 $ 590.0 $ 7,060Z -14 $ 500.00 156 LIGHTING CIRCUITS LS 1 $ 30,000.00 $ 30,000.00 1 $ 30,000,00 $ 30,900.N 157 LiGHT(NG SERVICE PANEL LS 1 $ 5,000.00 $ 5,000.04 1 $ 5,1910.00 $ 5,000:0 5,000.{}0 $ D.00 I Ak2 EXTEND PLANT ESTABLISHMENT AND WARRANTY PERIOD LS 1 $ 10.000.00 $ 10.000,00 SUBTOTAL $1,757,783,50 1 $(188,739.50} 10,000, 91 $ s2a,a0a.0o - - A3 1,197,55201 LS 5%Q CONTIGE CY $ 87,889.18 $ 3.00.0 $ 35000.0 - - . $ 94,867.5v 1 TOTAL CONSTRUCTION COST $ 7,845.672.68 A-4 STANDARD CONCRETE WALK Y (DEDUCT FROM CC' 'RED) SF $1,992219.50 �0 WN Al IRR[GATIONMPROTAT6RSPRAY SYSTEM , LS 1 $ 5,060.00 $ 5,000.00 1 $ 5,000.{}0 $ D.00 I Ak2 EXTEND PLANT ESTABLISHMENT AND WARRANTY PERIOD LS 1 $ 10.000.00 $ 10.000,00 1 $ 10,000, 91 $ 10,006.0!. - - A3 EXTEND TRRIGATIONSYSTEM WARRANTY PERiOD LS 1 $ 3.00.0 $ 35000.0 - - . 1 $ A-4 STANDARD CONCRETE WALK Y (DEDUCT FROM CC' 'RED) SF 6966 $ (2.60 $ 113,932.08) 1692 .$ (2.00 $ (3,386.90 8658 $ (2.QD) $ (17,316.00)1 A-5 B° CONCRETE. PAVEMENT (DELETE, REPLACE Wf BITUM€NOUS) SF _ -857 $ 1. $ (1,285.W, 857 $ 3.50 $ [1,285.50] A-5 8' REINFORCEDCONGRETFPAVFMENTSTANDARD (DEDUCTFROMCOLORED) SF 3225 $ (2.60 $ (6,450,00) 355 $ (2.00 $ (730.001,3590 $ (200` $ [71160,00) A-7 REMOVE WALKWAY LIGHTS (DELETE) - _. EA _ -4 $ 6,000.00 $ (24,000.08. -4 $ 6,000.00 $ (24.000.60)1'