Canton, Massachusetts · Saved source text
Article 31 - JFK Bathroom, Storage and Snack Shack Facilities pdf file
Saved text from 40 source pages. Transcription and OCR may contain errors; verify figures and wording against the original. Retrieved 2026-10-15.
Source page 1
Kennedy School Fields Restroom Facility Estimate
Project Estimate $ 817,709.00
Sewer Line 79,791.00
Engineering Fees 110,000.00
Total Cost: $ 1,007,500.00
CCPC funding (347,500.00)
Little League funds (60,000.00)
Warrant Request (600,000.00)
Total Funding: $ (1,007,500.00)
Net (surplus)loss: $ -Source page 2
Article 31 – Mike Rota presentation to the Finance Committee on March 24, 2021 Thank you all for taking the time to consider this warrant. As you know, this project has been in the making for quite some time. We have encountered substantial roadblocks with funding, prevailing wage costs, construction roadblocks and unforeseeable increases in materials costs. There are countless hours invested in this project, know that it is fully vetted by the Zoning Board, ConCom, School committee, Rec Dept., Danny Erickson, all the town’s PTA organizations and sports programs that use the complex. All of the aforementioned see the project as necessary and something that a substantial number of the town’s population would benefit from. These 4 athletic fields benefit the towns baseball and softball programs, football, soccer, lacrosse, and field hockey programs as well as folks participating in the Kennedy School field day. Not to mention Canton Little League has hosted many regional and state championship tournaments here as well as several pitch, hit and run statewide events. While the cost of this project totals over $1 million, it is the least expensive project in recent years that affects the most amount of children, their parents, siblings, grandparents, and other extended family members. Sadly, these same people must leave the fields to find water and more sanitary facilities. I joined the board a long while back when the Rec Dept used to provide sanitary facilities at all the fields. Over time, the restrooms at Devoll and Ponkapoag were shuttered, and the porta-potties removed. CLL had no choice but to supply, maintain and pay for 7+ porta potties throughout the town – all at substantial expense to the league. Over the past 3 years we have worked with the Rec Board and through the Rec Dept, have opened the shuttered restrooms - provided CLL maintains them. A step in the right direction. CLL remains committed to the town as we have since 1952. We permitted and built the first new field in Canton in more than 50 years and have raised and spent hundreds of thousands of dollars on improvements from lighting to field re-construction. We host an annual parade and cookout through town each spring feeding more than 1,000 people at no cost- to the people or the town. We supply Automated External Defibrillators (AEDs) at all baseball and softball fields throughout Canton as well as pay for their on-going maintenance in cooperation with the Canton Fire Dept. Canton is a top-notch community and one of the only surrounding communities that does not have this type of facility at such a highly used complex. Canton attracts young families for what the town has to offer; great schools, town services, recreation programs and the facilities where they take place to name a few. I hope you believe as I do, and support this facility as a welcomed, long overdue amenity and another investment in what makes Canton a top- notch community.
Source page 5
TOWN OF CANTON
JOHN F. KENNEDY ELEMENTARY SCHOOL FIELD
COMPLEX BATHROOM FACILITY
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WINDOW TAG
BARRY S. NECTOW,
960 WASHINGTON ST.
CANTON, MA 02021
Phone: 781-821-5060 X 1245
Fax: 781-575-6500
Email: nectowb@cantonma.org
CONSULTINGLLC
@ A Vidaris Company
250 DORCHESTER AVENUE
Boston, MA 02197
(617) 268-8977
B(ei7) a4seca971
cbi @cbiconsultinglic.com
JOHN F. KENNEDY
ELEMENTARY
SCHOOL
FIELD COMPLEX
BATHROOM
FACILITY
TOWN OF
CANTON
96 WASHINGTON ST.
CANTON, MA 02021
COVER SHEET
DESIGN
DEVELOPMENT
Date cnorno18
Projet Nebo 3181535
GI-01Source page 6
cLodme MAINTAIN AND PROTECT EXISTING SIDEWALK ‘MEET AND MATCH erTUMIOUS CONCRETE. SIDEWALK WTF EXISTING SIDEWALK’ BITUMINOUS CONCRETE SIDEWALK (TYP.) 1.S'MDE GRAVEL DRIP ECDE (TYP ) FACE OF QUILOING (WP) Liwts oF euuoine ‘OVERHANG.AND_CONDRETE AMO, UNDERNEATH N MAINTAIN: AND PROTECT wee SOT AND BLEACHERS se Cece Sea at EXSTNG CONCRE-E PAD \ \NAINTAIW AND PROTECT EXISTING BLEACHERS iN CONSULTINGLLC @ A Vidaris Company 28¢ DORCHESTER AVENUE 2 (S17) 268-6977 17) Seac3971 JOHN F. KENNEDY ELEMENTARY SCHOOL FIELD COMPLEX BATHROOM FACILITY TOWN OF CANTON 96 WASHINGTONST. CANTON, MA 02021 LAYOUT PLAN ‘sb son DESIGN DEVELOPMENT
Source page 7
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CONSULTING LLC
@ A Vidaris Company
28¢ DORCHESTER AVENUE
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G17) 40823977
JOHN F. KENNEDY
ELEMENTARY
SCHOOL
FIELD COMPLEX
BATHROOM
FACILITY
TOWN OF
CANTON
96 WASHINGTONST.
CANTON, MA 02021
UTILITY PLAN
DESIGN
DEVELOPMENT
C2-01 |Source page 8
QNI3134)FKRettConNCACNI3IIE CDT Ang_fn 29, 2019-549 pm_JSOARES EROSION AND SEDIMENT CONTROL NOTES: 1 10 1 12 13 4 15 ‘ALL EROSION AND SEDIMENT CONTRO. MEASURES SHALL BE CONSTRUCTED AND MAINTANED 1 ‘ACCORDANCE. WITH THE LATEST EDTON” OF THE "WASSACHUSETTS ERCSION AND SEDIMENT CON'ROL ‘GUIDELINES. FOR_URGAN AND. SUBURBAN AREAS" REFAREC BY DEPARTMENT OF EXVROMMEATAL PROTECTION, SUREAU OF SESOURCE PROTECTION, AND THE CURRENT NFDES GENERA PERMIT FOR ‘STORMWATER DISCHARGES FROM CONSTRUCTON. ASTIVTCS, MEANS OF EROSON AND SEDNENT PROTECTION AS NOTED ON THE DRAWNGS NOICATE MnaMUM RECOMMENDED PROVISIONS, “THE CONTRACTOR IS RESPONSIBLE FOR FNAL SELECTION AND. PLACEMENT (OF EROSION AND SEDMENTATION CONTROLS BASED ON ACTUAL STE CONEITIONS. AUD CONSTRUCTION CONDITIONS, \ADOITIOUAL NEANS JF PROTECTON SHAL_. BE FROVDED BY. THE COWTRACTOR AS REQUIRED “OR CONTUED OR UNORESEES EROSION PROBLEMS, OR AS DIRECTED BY CONTROLING MINICPAL AUTHGRITES, AT NO ADDITOWAL EXPENSE TO THE OWNER. AN EROSION, CONTRO. GARRER SHALL BE INSTALLED ALONG THE EDGE OF PROPOSED DEVELOPKENT [AS INDICATED INTHE PLAN PHIOR TO COMMENCEMENT OF DEMOLITION O8 CONSTRUCTON OPERATINS, SSEDMENT CONTROL VEASURES SHALL. BE ADJUSTED TO NET FIELD COUDITONS AT THE TIME OF AND DURNG ALL PHASES OF CONSTFUCTON 700 ‘BE CONSTRUCTED PRIOR TO. AND AMEDIATELY AFTER [ANY GRADWS OR DISTURBANCE OF EXISING SURFACE MATERIAL CH THE STE AFTER ANY SIGNFICANT RAINFALL (GREATER. TAN 0.25 INCHES OF RANFALL WIM 24. HOURS), SEDMENT CONTROL. STRUCTURES SHALL BE SPECTED FOR INIEGRITY. ANY DAMAGE. SHALL BE (CORRECTED MMEDIATELY. PERIDIC INSPECTON AND MANITENANCE OF ALL SEDMENT CONTROL STRUCTURES SHALL BE PROWDED TO. ENSURE THAT THE NTENDED “PURPCSE 1S ACCCMPUSHED, "THE CONTRACTOR SHALL BE RESPONSDLE FOR AL. SEDMENT LEAVAG. THE LIMIT OF WORK. SEDMEVT ONTROL MEASURES SHALL BE WY WORKING COND TON AT THE END OF EACH WORKING DAY, THE CONTRACTOR SHALL BE RESPONSBLE FOR PREVENTING SEDMENT FROM ENTERINS. ANY STOR DRANAGE’ SYSTEM AND FROM BENG CONVEYED TO ANY WETLAND RESOURCE AREA, PUBLIC PAYS, [ABUTING PROPERTY, OR OUTSDE OF THE PROJECT UM'S THE COVTRACTOR SHALL FROTECT ALL DRANAGE SWAIES AND GROUND SURFACES WITHIN THE UMIT (OF WORK FROM EROSYE CONDTICNS. STRAW BALE, CRUSHED STOWE OR EQUIVALENT CHECK DAMS ARE TO BE_PROMIDED_AT A WAGMUM CF TPO HUNDRED (200) FOOT SPAGIG, OF LESS AS SITEXSPEGIG ‘CONDITIONS WARSANT, WITHIN ALL DRANAGE SWALES AND DITCHES AND "AT LPSTREAM SIDES OF ALL. DRANAGE BEETS. ALL STOCK PLES SHALL GE PRCTECTED AND LOCATED A MNMUM OF 100" FROM EXSTNG: WETLAND RESOURGE AREAS & MTHIN THE UIT OF WORK. ANY SEDIMEAT TRACKED ONTO PAVED AREAS SHALL BE SMEPT AT THE END OF ZACH WORKING DAY. ALL SEDIVENT RETAED BY EROSCN AND SEDMENT CONTROL MEASURES SHALL BE LEGALLY DISPOSED oF oFFSTE. TEMPORARY DIVERSION DITCHES, PERMANENT DITCHES, CHANNELS, EMBANKUENTS, AND ANY DENUDED SURFACE THAT MLL BE EXEGS2D FOR m PEROD OF 14 CALENDAR CAYS OR MORE SHALL BE ‘CONSIDERED CRIICAL VECETATICN AREAS. THESE AREAS SHALL BE STABLIZED/PROTECTED. WTA [APPROPRIATE EROSICN CONTROL MATTING CR OTHER EROSON CONROL METAODS. DUS" SHALL BE CONTROLLED BY WATERS OR OTHER APPROMED METHODS AS DIRECTED BY THE PPERMITING AUTHORI-Y OR OWNER. THE CONTRACTOR SHALL USE TEMPORARY SEEDNG, MULCHING, OR OTHER APPROVED STABIIZATION MEASURES TO PROTECT EXPOSED AREAS OUFING PROLONGED “CONSTRUCTION OR OTHER LAND DISTUREANCE. “STOCKPILES THAT MLL 3 EXPOSED FOR LONGER THAN 14 OAYS SHALL BE STABLIZED. THE CONTRACTOR IS RESPONSBLE FOR REMOVAL OF ALL ERCSION AND SEDIMENT CONTROLS AT THE CCOMPLETON OF SITE CONSTRUCTION, BUT ONLY WHEN RECTED BY THE CITY/TOWN OF 000K (CONSERVATION AGENT STASLIZE OR SEED BARE AREAS LEFT AFTER EROSION CONTROL REMOVAL. GENERAL NOTES: 10. 1 2 13. 1. 15. TOPOGRAPHIC DATA, PROPERTY LINE INFORMATION, AND EXISTING SITE FEATURES WERE COBTANED FROM A FLAN ENTITLED "TOPOGRAPHIC PLAN, JFK ELEMENTARY SCHOOL, 1€O DEDHAM STREET, CANTOR, MA", PREPARED BY NISCH ENGINEERING, CATED 11/12/2018. ‘THE 1967 FLOOD INSURANCE RATE MAP DOES NOT SHOW THE STE TO BE WITKIN A 100-YEAR FLOOD FLAIN. ‘THE CONTRACTOR SHALL COMPLY WITH MASSACHUSETTS GENERAL LAWS CRAPTER 82, SECTION 40, AS AMENDEC, WHCH STATES THAT NOONE MAY EXCAWATE IN THE COMMONWEALTH OF MASSACHUSETTS EXCEPT IN AN EMERGENCY. WITHOUT 72. HOURS NOTICE, =XCLUSIVEOF SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS, TO NATURAL GAS PIPELNE COMPANIES, AND MUNIGPAL UTILITY DEPARTMENTS. THAT SUPPLY GAS, ELECTRIGTY, TELEPSONE, O% CABLE TELEVISION SERVICE IM OR TO THE GTY OR TOM WHERE THE EXCAVATION IS TO BE MADE. THE CONTRACTOR SHALL CAL. “DIG SAFE” ‘AT 1-885-D1G~SAFE, THE CONTRACTOR SHALL COMPLY WTH MASSACHUSETTS GENERAL LAWS CHAPTER 824, ‘ALSO REFERRED TO AS JACKIE'S LAW, AS DETAILED IN SECTION 520 OMR 14.00 CF THE CODE OF MASSACHUSETTS. REGULATIONS. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL STATE. AND LOCAL Laws, RULES “REGULATIONS “AND "SAFETY CODES IN THE COTSTRUCTON. OF “ALL i THE LOCATIONS AND ELEVATIONS OF ALL EXSTNG UTUTIES ARE AFPROXMATE AND ALL UMILTES WAY NOT BE SHOWN, PRESENCE AND LOCATIONS OF ALL UTLITES. WITHIN THE LMT OF WGRK MUST 3E DETERURED BY THE CONTRACTOR PRIOR TO COMMENCEMENT CF" CONSTRUCTION ACTIVITY. "THE CONTRACTOR SHALL EE FESPONSBLE FOR IDENTIFYING AND CONTACTING THE CONTROLLING AUTHORITES AND/OR UTILITY COMPANIES RELATVE TO THE LOCATIONS AND ELEVATIONS OF THEIR LINES.” “HE CONTRACTOR SHALL KEEP A RECORD O- ANY DISCRE=ANCES OR CHANGES I THE LOCATIONS OF ANY UTILITIES SHOW 0% ENCOUNTERED DJRING CONSTRUCTION ANY DISCREPANCIES SHALL BE REPORTED TO THE-ONNER AND NITSCH ENGINEERING. SNY_DAWAGE RESULTING FROM THE FAILURE OF “HE CONTRACTOR TO MAKE THESE EETERMIMATIONS AND CONTACTS SHALL SE SORNE EY THE CONTRACTOR, THE CONTRACTOR SHALL, THROUGHOUT CONSTRUCTION, TAKE ADEQUATE PRECAUTIONS TO PROTECT ALL WALKS, GRADNG, SIDEWALKS AND ‘SITE DETA-S OUTSIDE OF THE UNIT OF WORK AS DEFINED ON THE DRAWNGS AND SHALL REPAIR AND REPLACE CR OTHERWISE MAKE GOOD AS DIRECTED BY THE ENGINEER O% OWNER’S DESIGNATED FEPRESEVTATIVE ANY SUCH OR OTHER DAMAGE SO CAUSED. ‘THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SIE SAFETY AND ALL CONSTRUCTION MEANS AND METHODS, PRIOR. TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BECOME FAMILIAR. Wit THE SITE AND CONSTRUSTION. DOCUMENTS TO DEVELO> A THOROUGH UNDERSTANONG (OF THE PROJECT, INGLUCING ANY SPECIAL CONDITIONS AND CONS"RAINTS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO_BECOME FAMIUAR WITH THE PROMECT SITE AND TO. VERIFY ALL CONDFIONS INTHE FELD AND REFCRT. DISCREPANCIES BETWEEN FLANS AND ACTUAL CONDITIONS TO THE OWNER OR OVNER'S REPRESENTATION IMMEDIATELY. THE CONTRACTOR SHALL CONDUCT ALL NECESSARY CONSTRUCTION NOTFCATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY CONSTRUCTION PERMITS. ‘THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE ESTABLISHMENT AND U: VERTICAL ANC HOR ZONTAL SONSTRUCTION CONTROLS. OF ALL ELEVATIONS REFER TO X00: THE CORTRACTOR SHALL COMPLY MITH THE OROER OF CONDITIONS DATED XK XX, XXX AND ISSUED BY THE 10X% CONSERVATION COWMISSION (DEP #XXX—XX0. FOR SOI. INFORMATION REFER TO GEOTECHNICAL REPORT. UTILITY NOTES: 1 ‘ALL UMILIFY CONNECTIONS ARE SUEECT TO THE APPROVAL OF, AND GRANTING OF PERMITS B, THE LOCAL MNCIPALITY IT SHAL BE THE SOLE RESPONSBILITY OF THE CON'RACTOR’ 10 CBTAN ALL PERMITS. 9ND APPROVALS RE-ATED TO UTLITY WORK PRIOR 10 COMMENCEVENT OF CORSTRUCTION. THE CONTRACTER SHALL BE SOLELY RESPONSIBLE FOR OBTANNG ALL PERMISSICNS FOR, AND FOR CCONOLCTNG ALL PREPARATICNS RELATED TO. WORK AFFECTING ANY UTAITES WIN THE JURSDCTON CE ANY MON-MUNCEAL UTLITY COMPANY, INGLLDING BUT NOT LMITED 10 ELECTAC, TELEPHONE, ‘AND /CR GAS. THE CONTRASTCR SHALL NOTFY ALL APPROPRIATE. AGENCIES, DEPARTMENTS, AND LUTLUTY CIMPANES, IN NRITNG, AT LEAST 7 DAYS (OR PER UTIUTY COMPANY REQUREWENT) AND NOT ORE THAN 30 DATS PRIOR TO ANY CONSTRUCTION THE CONTRACTOR SHALL MANTAN UTLITES SERMCING BUILDINGS 4M FACIUTIES MITHIN CR OUTSOE THE PROECT UMIT UNESS THE INTERRUPTION OF SERACE 'S CCORDNATED WTH THE 2¥ER ‘ALL WATER, SEVER, AND DRWN WORK SHALL BE FERFORMED ADCGRDING TO THE RECIRENENTS AND [STANDARD SPEGFICATINS OF THE LOCAL MUNCIPALT. CAS, TELECOMMUNCATCNS AND ELECTRIC SERVICES ARE_TO BE DESKGNED BY EACH UTLITY COMPALY 1B CooRONATION WTH THE NECFANICA., ELECTRIC, ANZ PLUMBING. SONSU. TANTS. THE CONTRACTOR SHALL COCROINATE. CONSTRUCTION ACTIVES OF NEN UTUTES WITH GAS, TELECIMMINICATION AND ELECTRICAL SERVICES, STALL WATER LINES THA WINMUM OF FIVE FEET OF COVER AND A MAXIMUM OF SEVEN FEET (COVER FROM THE FINAL OESISN GRADES. WANTAN 10 FEET HORIZONTAL SEPARATON AND 16 INCHES VERTICAL SEPARATON (WATER OVER SEVER) BETWEEN SEWER AND WATER LINES. WHEREVER THERE IS LESS THAN 10 FEET OF HORIZONTAL SSEPARATIIN. AND “8 INCHES O VERTICAL SEPARATION BE WEEN A PROPOSED CR. EXISTNG. SEVER LUNE "O REMAN AND A. PROPCSED OR EXSTING WHER LNETO REMAN 20TH. WATER-MAN AND ‘SEVER MAN’ SHALL BE CONSTRUSTED OF MECHANICAL JONT CEMENT LINED DUCTLE IFON PPE *OR A CISTANCE OF T0-FEET ON ETHER SCE OF THE CROSSING. OVE (1) FULL LENG'H OF WATER PPE ‘SHALL BE CENTERED CMER THE SEWER AT THE CROSSING THE CONTRACTER SHALL MANTAN ALL ENISTNG UTUTES EXCEPT “HOSE NOTED TO BE ABANDONED AND /CR REMOMED LISPOSED, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR TRENCHING, BACKRLLNG, AND SURFACE 2ESTORATON FOR GAS UTIUTY S/STEUS. AL onsr JIUTES SHALL BE INSTALLED UNDERGROUND UNLESS CTHERWSE NOTED. ‘AL EIISING AND PROPOSED MANHOLE FRAMES, COVESS, VALVES, C-EANOUTS, CASTINGS, ETC. SHALL EE RASED To FISHED GRADE PRIOR TO FINAL GRADING ANC PAVING CONSTRICTIO. PROPOSED LEGEND ©@OOOOO::3 s™ eH cw w Wo ~ » 7 UM OF WORK [EASTING UTLITY TO EE ABANDONED, REVOVED AND DSPOSED IF IN COLD Wh NEW STE IMPROVEMENTS, OR AS INCICATED CN DRAWNGS. [EROSION COVTFCL BARRIER ‘CONSTRUCTION FENCE DOCWESTIC WATER PIPE PRE PRCTECTION PIPE SANITARY SEWER PIPE STORM DRAIN PIPE AS PIPE ELECTRIC DUCTBANK TELECOM DUCTBANK CHILLED WATER PIPE: STEAM PIPE CONDENSATE RETURN PIPE HCT WATER PIPE /RETURN HEATING HOT WATER REUSE WATER PIPE GREY WATER PIPE FUTURE, UTUTY, SHOWN FOR INFORWATION Ow INLET PROTECTION ELEVATION CONTOURS MaTOH UNE AREA DRAIN ACCESS BASN RAN MANHOLE WATER QUALITY STRUCTURE CATCH BASIN DOUBLE CATCH BASIN WATER QUALITY INLET SEWER MANHOLE STEAM MANHOLE TELECOM MANHOLE ELECTRIC MANHOLE CHHLLED WATER VALVE WATER VALVE FRE HYDRANT ABBREVIATIONS Aa ACCESS BASH AD ARES ORAIN BC BOTTON OF CUR ELEVATION C3 ATDH BASIN (cca APE CoD BER 1 CAST IRON Gh CONTROL JOINT cL CENTER UNE co CLEANCUT co? CENTER OF PPE © CARER PIPE (CP> CORRUGATED POLTETHILENE PPE C3 DOUBLE CATCH BASIN DL DUCTILE IRON PIPE: CEMENT NED NH ORAN MANHOLE EH ELECTR HARDHOLE EJ EXPANSION JOINT EMH ELECTR MANHOLE FD. FOUNDATION DRAN FFE INSHED FLOOR ALEVATON We WIGH PONT HD MRE HYCRANT Ny NVERT ELEVATION LF UNEAR FEET Low. UMIT OF woRK tow Port UW UB WASTE (Ma> —MAINTAN ANC PROTECT No HOT IN CONTRACT (0D ON OENTER (OCS OURET CONTROL STRUCTURE PERNETER DFAIN PERFORATED Pye Rad Ras PO RM ‘su To? 103 uo uso vor wos we POLIVINYL CHLORIDE PPE REMOVE AND DIS=OSE REMOVE AND STOCKPILE ROOF (RAN RM ELEVATION SEVER MANHOLE SEVER SERVCE. TOP OF SURB ELEVATION TELECOM HAVOHOLE TELECOM MADHOLE TOP OF 2 70P OF DUCT BANK TyPeAL UNDERORAIN UNDERSLAB DRAN VERTICAL GRANITE CURB WATER QUALITY MET WATER GUALTY STRUCTURE WATRR VALVE » CONSULTING LLC @ A Vidaris Company 28¢ DORCHESTER AVENUE BOSTON, Ma 02127 2 (S17) 268-6977 G17) 40823977 S1@ch conse ingtts.com JOHN F. KENNEDY ELEMENTARY SCHOOL FIELD COMPLEX BATHROOM FACILITY TOWN OF CANTON 96 WASHINGTONST. CANTON, MA 02021 Drang Tate CIVIL NOTES, LEGEND, & ABBREVIATIONS Fv ‘sb son DESIGN DEVELOPMENT wn as C3-01
Source page 9
LOWNT SPAONG = HoT Mi ASPHALT | WONT SPENT 4 gost sor 2 OR 6" MAX, COURSES (ADJUST TO SRADE) of] 0 | xe w2.e/ae wr Tae COAT . ne a = are 4" CONCRETE E F Z ZZZA a) Gee tae ‘ « ) MATCH EXISTING — \ (reer ~ 8" GRAVEL BORROW BASE COURSE =| TRE \ COURSE (woot wos. TRE “37 CONSULTING LLC conpacten sunsrane “saveur rv) a Reno Unsara aTERIAL. & A Vidaris Company Revace Wein Geavet Suntow Woes tse poncuestex avenue (Wet wos. TYRE *3") COMPACTER teTRGOSeD CONCRETE BASE COURSE SHALL BE LEYGL WH OG TA, is waves Tie OS Ce EMBTING Base COURS o(si7) 208-6977 CONCRETE SIDEWALK DETAIL PAVEMENT RESTORATION OVER TRENCH DETAIL red NOT TO SCALE NOT 10 SOALE sbiQcolconmeitingtisacon 1 HOT MX_ASPHALT NOTES: pusuc sree | SURAT ELEMENTARY re tor oun Paveye SUE STEEL | SEW s.0Pe (TP) "LOT MIX 1. SURFACE FINISH 70 (SEE DETAL) savour SCHOOL SPAT Boer we 15 Hom F Sirrounctve AREA rm | | eae 7, — FIELD COMPLEX RESTORATION WTHN sANGUT & TACK cont~/ | rs = ROADWAY SHAL._ EE GRAVEL BORRGW ——“E- f-FLowABL= FLL PER BATHROOM LANDSCAPED Langgcyre COMPLETED BY TFE COMPACTED IN <* LETS. B.PM, STANDARD AER 5 _ bas Sparon “Pueuc “SSeS was oeNSLy I Seatacations FACILITY 2 gana) Gowehcreo eee A ba | Sie Sac zane, Perrier ene GE SRAVEL BORROW. SS Fi oT WILOSO —_£ woTH AS INDICATED | REMONE. UNSUITABLE WATERIAL de REFLAZE 1p KuooT 1.03.0 TYPE "8") my cme et) UNSUITABLE MATERIAL & TH GRAVEL BORRCW REPLACE om Sh STANDAED "Ht GRAVEL BORRON woprtana ee) SPECHIONTONS (Moor M05. TPE "3") HOT MIX ASPHALT SIDEWALK DETAIL SURFACE RESTORATION WITHIN PUBLIC WAYS DETAIL NOT TO SCALE NOT TO SCALE _ | TOWN OF |_ROUNDEE ¥ MAK, STONES CANTON 96 WASHINGTONST. | SEOTEXTILE FILTER FABRIC CANTON, MA 02021 COMPACTED SUBGRACE REMOVE UNSUITABLE MATERIAL & REPLACE. WITH GRAVEL. BORROW (WOOT M1.03.0 TYPE “B*) COMPACTED eee Nie" LAveRS GRAVEL DRIP EDGE DETAIL NOT TO SONE SITE DETAILS | i DESIGN 4 DEVELOPMENT C3-02 QUI3I34)FK Retscontca
Source page 10
[COT éwe_Jan 29, 2019-5509m_JSOARES
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ADJUST RIMS TO PROPOSED FINISH GRADE
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TRENCH BOX OR HYDRAULIC SHORING: W= D+ 2° +
(WALL SHLD WOTH <= 6") + 1' FOR TRENCH 80x
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28¢ DORCHESTER AVENUE
2 (S17) 268-6977
G17) 40823977
JOHN F. KENNEDY
ELEMENTARY
SCHOOL
FIELD COMPLEX
BATHROOM
FACILITY
TOWN OF
CANTON
96 WASHINGTONST.
CANTON, MA 02021
UTILITY DETAILS
DESIGN
DEVELOPMENT
C3-03Source page 11
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5, COVER EXCEEDS 4 FECT, HEAVE DUTY TANK REQUIRED.
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6. PUMPS AND AZCESSOREES OPTIONAL
7. SUPPUED NEMAT PUMP CONTROL PANEL W/ALARM
DUPLEX PUMP STATION
NOT TO SCALE
»
CONSULTING LLC
@ A Vidaris Company
28¢ DORCHESTER AVENUE
2 (S17) 268-6977
G17) 40823977
JOHN F. KENNEDY
ELEMENTARY
SCHOOL
FIELD COMPLEX
BATHROOM
FACILITY
TOWN OF
CANTON
96 WASHINGTONST.
CANTON, MA 02021
UTILITY DETAILS
DESIGN
DEVELOPMENT
C3-04Source page 12
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£°0xYFLOORNG SYSTEM, CONTINJOUS ICE & WATER SHIELD OVER ENTIRE ROOF \\conmuous eaves aera, ore 000m 18% —> G) TYPICAL WALL SECTION iS CONSULTINGLLC @ A Vidaris Company 250 DORCHESTER AVENUE Boston, MA 02197 Pasir) Ftei7) oie JOHN F. KENNEDY ELEMENTARY SCHOOL FIELD COMPLEX BATHROOM FACILITY TOWN OF CANTON 96 WASHINGTON ST. CANTON, MA 02021 EXTERIOR WALL DETAILS DESIGN DEVELOPMENT cnorno18
Source page 16
C O N S U L T I N G, L L C
A Vidaris Company
250 DORCHESTER AVENUE
B O S T O N, M A 0 2 1 2 7
P: ( 6 1 7 ) 2 6 8 - 8 9 7 7
F: ( 6 1 7 ) 4 6 4 - 2 9 7 1
cbi@cbiconsultingllc.com
www.cbiconsultingllc.com
www.vidaris.com
JOHN F. KENNEDY
ELEMENTARY
SCHOOL
FIELD COMPLEX
BATHROOM
FACILITY
TOWN OF
CANTON
96 WASHINGTON ST.
CANTON, MA 02021
Drawing Title:
PLUMBING
FLOOR PLAN
Revisions:
S E T
S S
E R N
R
G FO IO
O
PR NOT UCT
S TR
O N
C
Submission:
DESIGN
DEVELOPMENT
Date: 02/07/2019
Project Number: CB181535
Project Manager: BS
Drawn By: LE
Scale: As Indicated
P001Source page 17
C O N S U L T I N G, L L C
A Vidaris Company
250 DORCHESTER AVENUE
B O S T O N, M A 0 2 1 2 7
P: ( 6 1 7 ) 2 6 8 - 8 9 7 7
F: ( 6 1 7 ) 4 6 4 - 2 9 7 1
cbi@cbiconsultingllc.com
www.cbiconsultingllc.com
www.vidaris.com
JOHN F. KENNEDY
ELEMENTARY
SCHOOL
FIELD COMPLEX
BATHROOM
FACILITY
TOWN OF
CANTON
96 WASHINGTON ST.
CANTON, MA 02021
1 2 Drawing Title:
PLUMBING
VENDING VENDING FLOOR PLAN
MACHINE MACHINE
N.I.C. N.I.C.
CHANGING Revisions:
BOILER
TABLE
WOMENS
BATHROOM JANITOR'S
CLOSET S E T
101
100A
S S
E R N
R
G FO IO
O
PR NOT UCT
S TR
CONCESSION COVERED
O N
STAND
100
AREA
100
C
Submission:
DESIGN
MENS
BATHROOM
DEVELOPMENT
102
CHANGING Date: 02/07/2019
TABLE Project Number: CB181535
Project Manager: BS
Drawn By: LE
Scale: As Indicated
PLUMBING - Floor Plan
1 SCALE: 1/4"= 1'-0"
P100Source page 18
DUCTWORK LEGEND DRAWING NOTES ABBREVIATIONS GENERAL NOTES
EQUIPMENT TAGS
C O N S U L T I N G, L L C
DAMPERS
A Vidaris Company
250 DORCHESTER AVENUE
B O S T O N, M A 0 2 1 2 7
AIR DEVICE LEGEND CONTROL LEGEND P: ( 6 1 7 ) 2 6 8 - 8 9 7 7
F: ( 6 1 7 ) 4 6 4 - 2 9 7 1
cbi@cbiconsultingllc.com
www.cbiconsultingllc.com
www.vidaris.com
JOHN F. KENNEDY
ELEMENTARY
SCHOOL
FIELD COMPLEX
BATHROOM
FACILITY
TOWN OF
CANTON
96 WASHINGTON ST.
CANTON, MA 02021
Drawing Title:
MECHANICAL
NOTES &
SPECIFICATIONS
Revisions:
SE T
S S
E R N
R
G FO IO
O
PR NOT UCT
S TR
O N
C
Submission:
DESIGN
DEVELOPMENT
Date: 02/07/2019
Project Number: CB181535
Project Manager:
Drawn By:
Scale:
M001Source page 19
C O N S U L T I N G, L L C
A Vidaris Company
250 DORCHESTER AVENUE
B O S T O N, M A 0 2 1 2 7
P: ( 6 1 7 ) 2 6 8 - 8 9 7 7
F: ( 6 1 7 ) 4 6 4 - 2 9 7 1
cbi@cbiconsultingllc.com
www.cbiconsultingllc.com
www.vidaris.com
JOHN F. KENNEDY
ELEMENTARY
SCHOOL
FIELD COMPLEX
BATHROOM
FACILITY
TOWN OF
“ ”
“ ”
CANTON
96 WASHINGTON ST.
CANTON, MA 02021
Drawing Title:
MECHANICAL
DETAILS &
SCHEDULES
Revisions:
SE T
S S
E R N
R
G FO IO
O
PR NOT UCT
S TR
O N
C
Submission:
DESIGN
DEVELOPMENT
Date: 02/07/2019
Project Number: CB181535
Project Manager:
Drawn By:
Scale:
M002Source page 20
C O N S U L T I N G, L L C
A Vidaris Company
250 DORCHESTER AVENUE
B O S T O N, M A 0 2 1 2 7
P: ( 6 1 7 ) 2 6 8 - 8 9 7 7
F: ( 6 1 7 ) 4 6 4 - 2 9 7 1
cbi@cbiconsultingllc.com
www.cbiconsultingllc.com
www.vidaris.com
1 2 JOHN F. KENNEDY
ELEMENTARY
SCHOOL
FIELD COMPLEX
VENDING
MACHINE
VENDING
MACHINE
BATHROOM
N.I.C. N.I.C.
FACILITY
A
CHANGING
BOILER
TABLE
WOMENS
BATHROOM JANITOR'S
CLOSET
101
100A
CONCESSION COVERED
STAND AREA
100 100
TOWN OF
CANTON
96 WASHINGTON ST.
MENS
BATHROOM CANTON, MA 02021
102
CHANGING
TABLE Drawing Title:
B
MECHANICAL
FIRST FLOOR PLAN
MECHANICAL - First Floor Plan Revisions:
1 SCALE: 1/4"= 1'-0"
S E T
S S
E R N
R
G FO IO
O
PR NOT UCT
S TR
O N
C
Submission:
DESIGN
DEVELOPMENT
Date: 02/07/2019
Project Number: CB181535
Project Manager:
Drawn By:
Scale:
M100Source page 21
C O N S U L T I N G, L L C
A Vidaris Company
250 DORCHESTER AVENUE
B O S T O N, M A 0 2 1 2 7
P: ( 6 1 7 ) 2 6 8 - 8 9 7 7
F: ( 6 1 7 ) 4 6 4 - 2 9 7 1
cbi@cbiconsultingllc.com
www.cbiconsultingllc.com
www.vidaris.com
JOHN F. KENNEDY
ELEMENTARY
SCHOOL
FIELD COMPLEX
BATHROOM
FACILITY
TOWN OF
CANTON
96 WASHINGTON ST.
CANTON, MA 02021
Drawing Title:
ELECTRICAL
LEGEND AND
SPECIFICATIONS
Revisions:
S E T
S S
E R N
R
G FO IO
O
PR NOT UCT
S TR
ON
C
Submission:
DESIGN
DEVELOPMENT
Date: 02/07/2019
Project Number: CB181535
Project Manager:
Drawn By:
Scale:
E001Source page 22
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JOHN F. KENNEDY
ELEMENTARY
SCHOOL
FIELD COMPLEX
BATHROOM
FACILITY
TOWN OF
CANTON
196 WASHINGTON ST.
CANTON, MA 02021
ELECTRICAL
RISER &
SCHEDULES
DESIGN
DEVELOPMENT
E002
[Original embedded text, retained for comparison]
C O N S U L T I N G, L L C
A Vidaris Company
250 DORCHESTER AVENUE
B O S T O N, M A 0 2 1 2 7
P: ( 6 1 7 ) 2 6 8 - 8 9 7 7
F: ( 6 1 7 ) 4 6 4 - 2 9 7 1
cbi@cbiconsultingllc.com
www.cbiconsultingllc.com
www.vidaris.com
JOHN F. KENNEDY
ELEMENTARY
SCHOOL
FIELD COMPLEX
BATHROOM
FACILITY
TOWN OF
CANTON
96 WASHINGTON ST.
CANTON, MA 02021
Drawing Title:
ELECTRICAL
RISER &
SCHEDULES
Revisions:
S E T
S S
E R N
R
G FO IO
O
PR NOT UCT
S TR
ON
C
Submission:
DESIGN
DEVELOPMENT
Date: 02/07/2019
Project Number: CB181535
Project Manager:
Drawn By:
Scale:
E002Source page 23
C O N S U L T I N G, L L C
A Vidaris Company
250 DORCHESTER AVENUE
B O S T O N, M A 0 2 1 2 7
P: ( 6 1 7 ) 2 6 8 - 8 9 7 7
F: ( 6 1 7 ) 4 6 4 - 2 9 7 1
cbi@cbiconsultingllc.com
www.cbiconsultingllc.com
www.vidaris.com
JOHN F. KENNEDY
ELEMENTARY
SCHOOL
FIELD COMPLEX
BATHROOM
FACILITY
TOWN OF
CANTON
96 WASHINGTON ST.
CANTON, MA 02021
Drawing Title:
ELECTRICAL
DETAILS
Revisions:
S E T
S S
E R N
R
G FO IO
O
PR NOT UCT
S TR
ON
C
Submission:
DESIGN
DEVELOPMENT
Date: 02/07/2019
Project Number: CB181535
Project Manager:
Drawn By:
Scale:
E003Source page 24
BIRCHCROFT ROAD
C O N S U L T I N G, L L C
A Vidaris Company
250 DORCHESTER AVENUE
B O S T O N, M A 0 2 1 2 7
P: ( 6 1 7 ) 2 6 8 - 8 9 7 7
F: ( 6 1 7 ) 4 6 4 - 2 9 7 1
cbi@cbiconsultingllc.com
www.cbiconsultingllc.com
www.vidaris.com
JOHN F. KENNEDY
ELEMENTARY
SCHOOL
FIELD COMPLEX
BATHROOM
FACILITY
TOWN OF
CANTON
96 WASHINGTON ST.
CANTON, MA 02021
Drawing Title:
ELECTRICAL
SITE PLAN
Revisions:
S E T
S S
E R N
R
G FO IO
O
PR NOT UCT
S TR
ON
C
Submission:
DESIGN
DEVELOPMENT
Date: 02/07/2019
ELECTRICAL - Site Plan
1 SCALE: 1"= 30'-0" Project Number: CB181535
Project Manager:
Drawn By:
Scale:
E004Source page 25
1 2
VENDING VENDING
MACHINE MACHINE
N.I.C. N.I.C.
A
CHANGING
BOILER
WOMENS
TABLE C O N S U L T I N G, L L C
BATHROOM JANITOR'S
101
CLOSET
100A
A Vidaris Company
250 DORCHESTER AVENUE
B O S T O N, M A 0 2 1 2 7
P: ( 6 1 7 ) 2 6 8 - 8 9 7 7
F: ( 6 1 7 ) 4 6 4 - 2 9 7 1
cbi@cbiconsultingllc.com
www.cbiconsultingllc.com
CONCESSION COVERED www.vidaris.com
STAND AREA
100 100
JOHN F. KENNEDY
ELEMENTARY
MENS
BATHROOM
SCHOOL
102
CHANGING FIELD COMPLEX
TABLE
B BATHROOM
FACILITY
ELECTRICAL - First Floor Lighting Plan
1 SCALE: 1/4"= 1'-0"
1 2
TOWN OF
CANTON
96 WASHINGTON ST.
CANTON, MA 02021
Drawing Title:
VENDING VENDING
MACHINE MACHINE
N.I.C. N.I.C.
ELECTRICAL
A
CHANGING
BOILER
A LIGHTING AND
TABLE
WOMENS
BATHROOM JANITOR'S
POWER PLAN
CLOSET
101
100A
Revisions:
S E T
CONCESSION COVERED
S S
E R N
STAND
100
AREA
100 R
G FO IO
O
PR NOT UCT
S TR
ON
MENS
BATHROOM
C
102
CHANGING Submission:
TABLE
B B
DESIGN
DEVELOPMENT
Date: 02/07/2019
Project Number: CB181535
Project Manager:
Drawn By:
ELECTRICAL - First Floor Power Plan
2 SCALE: 1/4"= 1'-0" Scale:
E100Source page 26
C O N S U L T I N G, L L C
A Vidaris Company
250 DORCHESTER AVENUE
B O S T O N, M A 0 2 1 2 7
P: ( 6 1 7 ) 2 6 8 - 8 9 7 7
F: ( 6 1 7 ) 4 6 4 - 2 9 7 1
cbi@cbiconsultingllc.com
www.cbiconsultingllc.com
www.vidaris.com
JOHN F. KENNEDY
ELEMENTARY
SCHOOL
FIELD COMPLEX
BATHROOM
FACILITY
TOWN OF
CANTON
96 WASHINGTON ST.
CANTON, MA 02021
Drawing Title:
VENDING
MACHINE
VENDING
MACHINE
FIRE ALARM
N.I.C. N.I.C.
RISER DIAGRAM &
CHANGING
FIRE ALARM PLAN
BOILER
TABLE
WOMENS
BATHROOM JANITOR'S
CLOSET
101
100A
Revisions:
S E T
S S
E R N
R
G FO IO
O
PR NOT UCT
CONCESSION COVERED
STAND AREA
100 100
S TR
ON
C
MENS Submission:
BATHROOM
102
CHANGING
TABLE
DESIGN
DEVELOPMENT
Date: 02/07/2019
Project Number: CB181535
Project Manager:
Drawn By:
Scale:
ELECTRICAL - First Floor Plan
1 SCALE: 1/4"= 1'-0"
FA001Source page 27
PM&C LLC 20 Downer Ave, Suite 5 Hingham, MA 02043 (T) 781-740-8007 (F) 781-740-1012 Design Development Estimate JFK Elementary School Bathrooom & Concessions Canton, MA Prepared for: CBI Consulting, LLC February 12, 2019
Source page 28
PM&. . JFK Elementary School Bathrooom & Concessions 12-Feb-19 Canton, MA Design Development Estimate MAIN CONSTRUCTION COST SUMMARY Construction Gross $/sf Estimated Start Floor Area Construction Cost JFK FIELD BATHROOMS & CONCESSIONS Apr-19 BATHROOMS & CONCESSIONS BUILDING 861 $412,895 REMOVE HAZARDOUS MATERIALS N/A SITEWORK $216,147 SUB-TOTAL 861 $629,042 ESCALATION TO START OF CONSTRUCTION 1% $6,290 DESIGN AND PRICING CONTINGENCY 5% $31,767 SUB-TOTAL 861 $667,099 GENERAL CONDITIONS 10% $66,710 GENERAL REQUIREMENTS $32,200 BONDS 1.25% $8,339 INSURANCE 1.50% $10,006 PERMIT Waived OVERHEAD + PROFIT 5.0% $33,355 TOTAL OF ALL CONSTRUCTION $817,709 Canton JFK Elementary Schoo! Bathroom-Concession DD 2.11.19 REV1 Page 2 PMC - Project Management Cost
Source page 29
C fea JFK Elementary School Bathrooom & Concessions 12-Feb-19 Canton, MA Design Development Estimate This feasibility cost estimate was produced from drawings, narratives and other documentation prepared by CBI Consulting. and their design team dated January 29, 2019. Design and engineering changes occurring subsequent to the issue of these documents have not been incorporated in this estimate. This estimate includes all direct construction costs, general contractor's overhead, fee and design contingency. Cost escalation assumes start dates indicated. Bidding conditions are expected to be public bidding under Chapter 149 of the Massachusetts General Laws to pre-qualified general contractors, and pre-qualified sub-contractors, open specifications for materials and manufactures. The estimate is based on prevailing wage rates for construction in this market and represents a reasonable opinion of cost. It is not a prediction of the successful bid from a contractor as bids will vary due to fluctuating market conditions, errors and omissions, proprietary specifications, lack or surplus of bidders, perception of risk, etc. Consequently the estimate is expected to fall within the range of bids from a number of competitive contractors or subcontractors, however we do not warrant that bids or negotiated prices will not vary from the final construction cost estimate. ITEMS NOT CONSIDERED IN THIS ESTIMATE Items not included in this estimate are: Land acquisition, feasibility, and financing costs All professional fees and insurance Site or existing conditions surveys investigations costs, including to determine subsoil conditions All Furnishings, Fixtures and Equipment Items identified in the design as Not In Contract (NIC) Items identified in the design as by others Owner supplied and/or installed items as indicated in the estimate Utility company back charges, including work required off-site Work to City streets and sidewalks, (except as noted in this estimate) Construction contingency Contaminated soils removal Canton JFK Elementary School Bathroom-Concession DD 2.11.19 REV1 Page 3 PMC - Project Management Cost
Source page 30
P cy o be oe JFK Elementary School Bathrooom & Concessions Canton, MA Design Development Estimate 12-Feb-19 CONSTRUCTION COST SUMMARY BUILDING SYSTEM SUB-TOTAL A1o Bio B20 B30 C10 C30 D2o D30 D40 D50 E1o F2o TOTAL JFK FIELD BATHROOMS & CONCESSIONS FOUNDATIONS A1010 Standard Foundations $47,877 A1o20 —_ Special Foundations $0 A1030 —_—_ Lowest Floor Construction $8,891 $56,768 $65.93 13.7% SUPERSTRUCTURE Bio1o Upper Floor Construction $3,500 B1020 Roof Construction $48,000 $51,500 $59.81 12.5% EXTERIOR CLOSURE B2010 Exterior Walls $54,820 B2020 = Windows /Curtainwall $8,900 B2og0 Exterior Doors $10,930 $74,650 $86.70 18.1% ROOFING Bg010 —swRRoof Coverings $39,680 B3020 _ Roof Openings $4,500 $44,180 $51.31 10.7% INTERIOR CONSTRUCTION C1010 Partitions $16,259 C1020 —— Interior Doors $2,460 C1030 _—Specialties/Millwork $10,441 $29,160 $33.87 7.1% INTERIOR FINISHES C3010 ~— Wall Finishes $4,287 C3020 ~—s— Floor Finishes $9,030 C3030 ~—— Ceiling Finishes $9,191 $22,508 $26.14 5.5% PLUMBING Deo Plumbing $57,325 $57,325 $66.58 13.9% HVAC D3go0 HVAC $22,471 $22,471 $26.10 5.4% FIRE PROTECTION D4o Fire Protection $o $o $0.00 0.0% ELECTRICAL Ds010 __ Electrical Systems $46,833 $46,833 $54.39 11.3% EQUIPMENT E10 Equipment $7,500 $7,500 $8.71 1.8% SELECTIVE BUILDING DEMOLITION F2010 Building Elements Demolition $o F2020 Hazardous Components Abatement $o $o $0.00 0.0% TOTAL DIRECT COST (Trade Costs) $412,895 $479.55 100.0% Canton JFK Elementary School Bathroom-Concession DD 2.11.19 REV1 Page 4 PMC - Project Management Cost
Source page 31
wb a 20 a 22 23 24 25, 26, 27 28 29 go a 33 34 35 36 37 a8 39 40 "a a2 43 @ JEK Elementary School Bathrooom & Concessions Canton, MA Design Development Estimate 12-Feb-19 GFA 863 DESCRIPTION UNIT cosT EST'D SUB cosr TOTAL TOTAL QTy UNIT cost JFK FIELD BATHROOMS & CONCESSIONS GROSS FLOOR AREA CALCULATION Bathrooms & Concessions Building 861 TOTAL GROSS FLOOR AREA (GIA) A1o FOUNDATIONS A1010 STANDARD FOUNDATIONS 861 sf 033000 CONCRETE Strip footings to exterior walls - 2'-0" x.1'-0" 033000 Formwork 305 sf 12.00 3,660 033000 Re-bar 1,044 Ibs. 1.20 1,253 033000 Concrete material wd cy 125.00 4,375 033000 Placing concrete pee cy 90.00 990 033000 Formwork 420 sf 14.00 5,880 033000 Re-bar 630 Ibs. 120 756 033000 Concrete material; 4,000 psi 10 ey 125.00 1,250 033000 Placing concrete 20 cy 90.00 goo Thickened slab at interior load bearing walls 033000 Formwork 105 sf 12.00 1,260 033000 Re-bar 120 Ibs. 1.20 144 033000 Concrete material 6 ey 125.00 750 033000 Placing concrete 6 cy 90.00 540 Spread Footings - 3’ x 3'x 1 along existing wall 033000 Formwork 48 sf 14.00 672 033000 Re-bar 173 lbs. 1.20 208 033000 Concrete material 1 cy 125.00 225 033000 Placing concrete 1 cy 200.00 200 033000 Set anchor bolts grout plates 4 ea 165.00 660 033000 Concrete piers 1 ey 750.00 750 070001 WATERPROOFING, DAMPPROOFING AND CAULKING 070003 Dampproofing foundation 210 sf 2.50 NR 072100 +=THERMAL INSULATION o72to0 Insulation 870 sf 3.00 2,610 312000 EARTHWORK 312000 Excavation 161 cy 50.00 8,050 312000 Store on site for reuse 161 cy 12.00 1,932 giz000 Backfill with existing fill 150 ey 30.00 4,500 Spread Footings 312000 Excavation - includes thickened slab work 35 cy 50.00 1,750 312000 Store on site for reuse 35 cy 12.00 420 312000 Backtill with existing fill 28 cy 30.00 840 912000 Premium for ledge removal at foundations cy 80.00 NR Canton JFK Elementary School Bathroom-Concession DD 2.11.19 REV1 Page 5 PMC - Project Management Cost
Source page 32
PM«: JFK Elementary School 12-Feb-19 Bathrooom & Concessions Canton, MA Design Development Estimate GFA 861 UNIT ESTD SUB TOTAL DESCRIPTION qry UNIT cosr cosT TOTAL cost JFK FIELD BATHROOMS & CONCESSIONS 52312000 Reuse surplus material on-site 18 cy 10.00 180 53 312000 Gravel base at footings 14 cy 38.00 532 Bt 033000 Foundation drain 145 If 22.00 3,190 55 033000 Allowance for dewatering 1 Is 2,500.00. 2,500 56 SUBTOTAL 47,877 37 58 A1020 SPECIAL FOUNDATIONS 59 No work in this section 60 SUBTOTAL 6 6a A1030 LOWEST FLOOR CONSTRUCTION 63 033000 CONCRETE 64 la i ” thi 861 of 65 033000 Vapor barrier, Stego wrap or similar 861 sf 1.00 861 66 033000 WWF reinforcement 990 sf 1.10 1,089 67 033000 Concrete - 4" thick; 4,000 psi pS cy 130.00 1,430 8 033000 Barrier 1 Admixture aL cy 65.00 715 69 033000 Placing concrete wa cy 75.00 825 70 033000 Finishing and curing concrete 861 sf 3.00 2,583 na 033000 Sawcut full depth control joints 861 sf 0.20 172 rR 73 312000 EARTHWORK 74 312000 Gravel beneath slab on grade; 12" thick, compacted 32 cy 38.00 1,216 structural fill 8 7 072100 THERMAL INSULATION n 072100 Rigid insulation NR 7 SUBTOTAL 8,801 79 Bo TOTAL - FOUNDATIONS $56,768 81 82 83 B10 SUPERSTRUCTURE | ay 85 B1o10 FLOOR CONSTRUCTION 86 CMU structure - w/ Exterior Walls 87 Tube steel columns 0.70 tns 5,000.00 3,500 88 SUBTOTAL 3,500 a9 9 Bio2z0 ROOF CONSTRUCTION a 951200 Roof beams - galvanized 5.60 tns §,000.00 28,000 92 051200 Roof tube steel - galvanized 0.36 tas 5,000.00 1,800 93 951200 3" Metal deck, typical 2,800 sf 3.50 9,800 oF Moment connections 12 ea 450,00 5,400 98 051200 Miscellaneous steel angles, plates & lintels 1 Is 3,000.00 3,000 6 7 078100 FIREPROOFING/FIRESTOPPING 98 078100 Spray-applied fireproofing to beams and deck NR 9 No work in this section 100 SUBTOTAL 48,000 101 102 TOTAL - SUPERSTRUCTURE $51,500 ] Canton JFK Elementary School Bathroom-Concession DD 2.11.19 REV1 Page 6 PMC - Project Managemant Cost
Source page 33
PMé JFK Elementary School 12+Feb-19 Bathrooom & Concessions Canton, MA Design Development Estimate GFA 861 UNIT EST'D SUB TOTAL DESCRIPTION ory UNIT cosT cosT TOTAL JFK FIELD BATHROOMS & CONCESSIONS 103 104 105 B20 EXTERIOR CLOSURE ] 106 107 B2010 EXTERIOR WALLS 108 042000 8" CMU 180 sf 23.00 4,140 109 942000 12" CMU 1,238 sf 28.00 34,664 M0 Staging to masonry 1,418 sf 5.00 7,090 8 051000 MISC. METALS NB Allowance for louvers (none shown) 1 Is 500.00 500 a4 Misc. metals to masonry 861 sf 2.50 2,153 16 051500 ORNAMENTAL METALS u7 Stainless steel serving counter 1 Is 1,500.00 1,500 "9 061000 ROUGH CARPENTRY ¥20 Blocking - doors/windows/trim 1 Is §00.00 500 yan Plywood/Back-up for siding 100 sf 5.00 500 122 Wood fascia 140 if 6.50 910 i 070001 WATERPROOFING, DAMPPROOFING AND CAULKING 125 Air and vapor barrier to exterior closure 100 sf 6.50 650 126 AVB at window openings 45 If 2.50 13, 127 Miscellaneous sealants 1 Is 500.00 500 128 129 074000 SIDING 130 Vinyl siding 100 sf 16.00 1,600 131 SUBTOTAL 54,820 132 433 Bzoz0 WINDOWS 4 335 080001 = FIBERGLASS WINDOWS 136 Fiberglass windows - double hung 65 sf 60.00 3,900 8 083313. METAL COILING SHUTTERS 139 Single window opening - manual 4 ea 1,500.00 1,500 440 triple window opening - manual 1 ea 3,500.00 3,500 sgt SUBTOTAL 8,900 142 143, Beogo EXTERIOR DOORS 143 45 081110 DOORS AND FRAMES 146 Entry door - concession 1 ea 1,250.00 1,250 1497 Entry doors - bathrooms 2 ea 1,250.00 2,500 vio 087100 DOOR HARDWARE 150 aBy100 Door hardware - electrified locksets & closures 3 leaf 1,000.00 3,000 ist 099000 PAINTING 153 099000 Prep & paint underneath side of deck 1,540 sf 2.50 3,850 Canton JFK Elamentary School Balhroom-Concession DD 2.11.19 REV1 Page 7 PMG - Project Management Cost
Source page 34
166 184 185, 186 187 188 189 190 19t 192 193 194 195 196 197 198 199 200 a1 PM JFK Elementary School 12-Feb-19 Bathrooom & Concessions Canton, MA Design Development Estimate GFA 861 UNIT EST'D SUB TOTAL DESCRIPTION ory UNIT cosT cosr TOTAL cost JFK FIELD BATHROOMS & CONCESSIONS 999000 Paint doors and frames 3 ea 110.00 330 SUBTOTAL 10,930 TOTAL - EXTERIOR CLOSURE $74,650 [ B30 ROOFING Bg010 ROOF COVERINGS 970002 Pitched roof 70002 Asphalt shingles on ice & water on plywood sheathing 2,686 sf 14.00 37,604 070002 Miscellaneous Roofing 70002 Roof to wall flashing 220 If 6.50 1,430 070003 Miscellaneous flashings 861 sf 0.75 646 970002 Aluminum downspouts & scuppers drip strip SUBTOTAL 39,680 B3g020 ROOF OPENINGS 070002 Solar tubes 6 ea 750.00 4,500 SUBTOTAL 4,500 L TOTAL - ROOFING $44,180 C1o INTERIOR CONSTRUCTION C1010 PARTITIONS 042000 MASONRY 942000 6" CMU backup 500 sf 22.00 11,000 055000 MISCELLANEOUS METALS 955000 Seismic clips at new CMU partitions 5 ea 130.00 650 061000 ROUGH CARPENTRY 961000 Rough blocking to partitions 35 If 3.00 105 070001 ~=WATERPROOFING, DAMPPROOFING AND CAULKING 970001 Fire stopping 1 Is 250.00 250 970001 Miscellaneous sealants throughout building 861 gsf 0.50 431 092900 GYPSUM BOARD ASSEMBLIES 92900 Typical interior partition 125 sf 15.00 1,875 ag2900 Single sided partition 190 sf 10.25 1,948 SUBTOTAL 16,259 Cioz0 INTERIOR DOORS 070001 WATERPROOFING, DAMPPROOFING AND CAULKING 970001 Sealants & caulking 1 ea 60.00 60 Canton JFK Elementary School Sathroom-Concession DD 2.11.19 REV4 Page 8 PMC - Project Management Cost
Source page 35
PMé JFK Elementary School 12-Feb-19 Bathrooom & Concessions Canton, MA Design Development Estimate GFA 861 UNIT ESTD ‘SUB DESCRIPTION Quy UNIT cosr cost TOTAL cost JFK FIELD BATHROOMS & CONCESSIONS 205 081110 DOORS AND FRAMES 206 New door/frame/hardware 1 ea 1,750.00 1,750 207 208 083110 ACCESS DOORS AND FRAMES 209 084000 Access doors, allow 1 Is 500.00 500 210 an 099000 PAINTING 212 o990an Paint doors and frames 1 ea 150.00 150 ag SUBTOTAL 2,460 ay a5, C1030 SPECIALTIES / MILLWORK 216 27 055000 MISCELLANEOUS METALS 218 055000 Miscellaneous support at toilet partitions 2 rms 250.00 500 219 220 061000 ROUGH CARPENTRY 221 961000 Backer panels in electrical closets t Is 250.00 250 222 061000 Allowance for interior wood blocking 861 gsf 0.50 431 223 224 101100 VISUAL DISPLAY SURFACES 225 101100 Marker boards sf 22.00 N/A 226 227 101200 DISPLAY CASES 228 101200 Display cases - bathrooms/concession ea 350.00 N/A 101400 SIGNAGE 231 191400 Building Sign ea 1,500.00 N/A 232 © 101400 Room Signs 3 ea 120.00 360 233 234 102110 TOILET COMPARTMENTS - Phenolic 235 202110 ADA 2 ea 1,500.00 3,000 236 n2110 Standard 1 ea 850.00 850 237° 102110 Urinal screens 1 ea 450.00 450 238 239 102800 TOILET ACCESSORIES 240 Gang bathroom 2 rms 2,000.00 4,000 2a Janitors Closet Accessories a rms 250.00 250 242 43 404400 FIRE PROTECTION SPECIALTIES 244103400 Fire extinguisher cabinets 1 ea 350.00 350 245 SUBTOTAL 10,441 246 247 TOTAL - INTERIOR CONSTRUCTION $29,160 248 249 250 [C30 INTERIOR FINISHES 251 252 C3010 WALL FINISHES 253 254 099000 =PAINTING 255 999000 Paint new interior partitions - epoxy 2,858 sf 1.50 4,287 Canton JFK Elementary Schoo! Bathroom-Concession DD 2,11,19 REV? Page 3 PMC - Project Managemont Cost
Source page 36
261 262 263 264 265 266 267 269 270 27 272 273 274 299 300 got gaz 303 304 305 306 PM2” JEK Elementary School 12-Feb-19 Bathrooom & Concessions Canton, MA Design Development Estimate GFA 861 UNIT ESTD SUB TOTAL DESCRIPTION | ory UNIT cosT cost TOTAL cost JFK FIELD BATHROOMS & CONCESSIONS SUBTOTAL 4,287 C3020 FLOOR FINISHES 033000 CONCRETE 933000 Sealed concrete - sf 1.50 N/A 096470 FLUID-APPLIED FLOORING 096470 Poured resin flooring w/ integral base; Duraflex or 645 sf 14.00 9,030 similar SUBTOTAL 9,030 Cgo030 CEILING FINISHES 092900 GYPSUM BOARD ASSEMBLIES g2900 GWB ceilings - interior 645 sf 13.00 8,385 092900 GWB ceilings - exterior - sf 15.00 992900 GWB soffits - sf 0.50 N/A 099000 PAINTING 99000 Paint to gwb ceilings 645 sf 1.25 806 SUBTOTAL 9,191 TOTAL - INTERIOR FINISHES $22,508 Dio CONVEYING SYSTEMS | No work in this section SUBTOTAL - [ TOTAL - CONVEYING SYSTEMS I D20 PLUMBING Deo PLUMBING, GENERALLY Plumbing Fixtures & Specialties/Equipment Water closet 3 ea 985.00 2,955 Lavatory 4 ea 835.00 3,340 Urinal 1 ea 1,100.00 1,100 Mop basin 1 ea 970.00 970 Dual level drinking fountain with water fill 4 ea 3,600.00 3,600 3 compartment sink 1 ea 2,050.00 2,050 Hand sink 1 ea 1,200.00 1,200 Hose bibb 1 ea 250.00 250 Wail hydrant 1 ea 400.00 400 Floor drains 4 ea 550.00 2,200 Cleanouts 3 ea 350.00 1,050 Grease interceptor 1 ea 1,150.00 1,150 Grease Trap included with civil Trap primer 1 ea 860.00 860 Canton JFK Elementary School Balhroom-Concession DD 2.11.19 REV1 Page 10 PMG - Project Management Cost
Source page 37
307
308
309
310
gu
312
313,
314
315
26
37
a8
319
320
32
322
34
325
326
327
328
329
330
33%
332
333
345
351
352
353
354
355
356
PM:
JEK Elementary School
Bathrooom & Concessions
Canton, MA
Design Development Estimate
12-Feb-19
GFA 861
DESCRIPTION Qry
JFK FIELD BATHROOMS & CONCESSIONS
Water heater 50 gal elect 1
Domestic Water Type L Copper Pipe
Rough-in 320
Sanitary Waste And Vent Pipe w/ Hangers
Rough-in 400
Gas Piping
Assumes cooking surface to be serviced via propane
tank
Propane piping
Coordination & BIM
Coring, sleeves
Commissioning support
Testing and sterilization
ee ee
Fees & permits
SUBTOTAL
UNIT
ea
If
UNIT
COST
2,600.00
30.00
45.00
500.00
6,000.00
EST'D
cosT
2,600
9,600
18,000
6,000
included
included
included
included
SUB TOTAL
cost
N/A
N/A
57,325
{ TOTAL - PLUMBING
$57,325
[ D30 Hvac
Dg0 HVAC, GENERALLY
Air distribution / Equipment
Electric ceiling heater
Exhaust fans - bathrooms
Kitchen exhaust fan
wee
Kitchen make-up air unit
Sheet metal & Accessories
Sheet metal & accessories 140
Grease duct 12"x12"w/ fire wrap 12
Exhaust register 12"x12” 2
Duct accessories 1
Automatic Temperature Controls
Temperature controls - local 5
Balancing
System testing & balancing 861
Miscellaneous
Rigging & equipment rental
Coordination & BIM
Commissioning support
Coring, sleeves
Equipment start-up and inspection
Vibration & seismic restraints
tt
Fees & permits
SUBTOTAL
ea
ea
ea
ea
Ib
ea
Is
zones
sf
750.00
1,000.00
1,900.00
750.00
15.00
90.00
140.00
500.00
750.00
1.00
3,500.00
3,000.00
3,750
1,000
1,900
750
2,100
1,080
280
500
3,750
861
3,500
3,000
included
included
included
included
included
22,471
{ TOTAL - HVAC
$22,471 |
[ Dgo0 FIRE PROTECTION
Canton JFK Elementary School Bathroom-Concession DD 2.11.19 REV1 Page 11
PMC - Project Management CostSource page 38
PM«. JFK Elementary School 12-Feb-19 Bathrooom & Concessions Canton, MA Design Development Estimate GFA 861 UNIT £EST'D SUB TOTAL DESCRIPTION Qry UNIT cost CosT TOTAL cosT JFK FIELD BATHROOMS & CONCESSIONS 357 358 Dgo FIRE PROTECTION, GENERALLY 359 Fire supression - building N/A 360 Fire supression - kitchen w/ hood 361 SUBTOTAL - 362 368 TOTAL - FIRE PROTECTION CdS 364 365, 366 D50 ELECTRICAL 367 368 Ds5010 SERVICE & DISTRIBUTION 369 Normal Power 370 Meter socket w/Main disconnect switch 1 Is 850.00 850 371 Panelboard 100A 120/208V 1 ea 2,300.00 2,300 a72 100A feed 20 If 30.00 600 a73 Equipment Wiring 374 Drinking fountain feed and connection 1 ea 500.00 500 375 Electric ceiling heater 30A FSS feed and 1 ea 800.00 800 connection 376 Electric water heater 30A F'SS feed and connection 1 ea 700.00 700 377 Exhaust fan thermal switch feed and connection 1 ea 650.00 650 378 Kitchen exhaust fan 30A FSS feed and connection 1 ea 800.00 800 379 Make up air fan 30A FSS feed and connection 1 ea 800.00 800 380 Cooking hood feed and connection 1 ea 500.00 500 381 FACP feed and connection 1 ea 250.00 250 382 SUBTOTAL 8,750 383 384 D5020 LIGHTING & POWER 385 Lighting - A fixtures 1 ea 450.00 450 386 Lighting - B fixtures 4 ea 275.00 1,100 387 Lighting - C fixtures 12 ea 225.00 2,700 388 EBU 3 ea 150.00 450 389 EBU WP 3 ea 170.00 510 390 Exit 3 ea 170.00 510 ao Time clock 1 ea 200.00 200 392 Single pole switch 4 ea 35.00 140 398 Ceiling occupancy sensor 2 ea 125.00 250 304 GFI duplex receptacle 13 ea 35.00 455 395 WP device plate 3 ea 12.00 36 396 Device plate 14 ea 4.00 56 397 Device box 46 ea 32.00 1,472 398 Lighting and branch circuit 700 If 8.00 5,600 399 SUBTOTAL 13,929 400 aor D5030 COMMUNICATION & SECURITY SYSTEMS 402 Tel/Data Canton JFK Elementary School Balhroom-Concession OD 2.11.19 REV1 Page 12 PMC - Project Management Cost
Source page 39
412 43 ay 5 ne a7 as a9 a 422 424 425 426 427 428 430 43 432 433 434 435 436 437 438 439 Ase 449 450 451 452 PMé JFK Elementary School 12+Feb-19 Bathrooom & Concessions Canton, MA. Design Development Estimate GFA 861 UNIT ESTD SUB TOTAL DESCRIPTION | ory UNIT cosT | cosT TOTAL | cosr JFK FIELD BATHROOMS & CONCESSIONS Demarcation board ea 650.00 650 Telephone/data device including drop, cabling and 4 ea 300.00 1,200 device allow Fire Alarm FACP 1 ea 1,150.00 1,150 Auto dialer 1 ea 475.00 475 Knox box 1 ea 350.00 350 Beacon 1 ea 250.00 250 Smoke detector 3 ea 145.00 435 Heat detector 1 ea 150.00 150 Manual pull station 3 ea 125.00 375 Audio/visual device 1 ea 145.00 145 Visual device 2 ea 120.00 240 Fire alarm system 1 ls 5,350.00 5,350 Device box 12, ea 32.00 384 Lighting and branch circuit 480 ite 7.50 3,600 Testing and training 1 Is 400.00 400 Security System Security system including 3 door contacts 1 Is 3,000.00 3,000 SUBTOTAL 18,154 D5040 OTHER ELECTRICAL SYSTEMS Coordination & BIM 1 Is 6,000 Commissioning support 1 Is included Coring, sleeves 1 Is included Equipment start-up and inspection 4 ls included Testing, studies 1 Is included Fees & permits 1 Is included SUBTOTAL 6,000 [ TOTAL - GLECTRICAL $46,833 | [_ £10 EQUIPMENT E10 EQUIPMENT, GENERALLY Hood w/ fire suppression 1 Is 7,500.00 7,500 SUBTOTAL 7,500 TOTAL - EQUIPMENT £20 FURNISHINGS E2010 FIXED FURNISHINGS CASEWORK No work in this section SUBTOTAL E2020 MOVABLE FURNISHINGS Canton JFK Efementary School Bathroom-Concession DD 2.11.19 REV1 Page 13 $7,500 | PMC - Project Management Cost
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PM. JFK Elementary School 12-Feb-19 Bathrooom & Concessions Canton, MA Design Development Estimate GFA 861 UNIT ESTD SUB TOTAL DESCRIPTION Qry UNIT cost cost TOTAL cost JFK FIELD BATHROOMS & CONCESSIONS 453 All movable furnishings to be provided and installed NIC by owner 454 SUBTOTAL - 455 456 [ TOTAL - FURNISHINGS 457 458 489 F1o SPECIAL CONSTRUCTION 460 aot Fito SPECIAL CONSTRUCTION 462 No work in this section 463 SUBTOTAL - 64, 465 TOTAL - SPECIAL CONSTRUCTION | 466 467 468 F2o0 SELECTIVE BUILDING DEMOLITION 469 470 F2o10 BUILDING ELEMENTS DEMOLITION an No work in this section 472 SUBTOTAL - 473 44 F2020 HAZARDOUS COMPONENTS ABATEMENT 475 See summary 476 SUBTOTAL 4a77 478 TOTAL - SELECTIVE BUILDING DEMOLITION Canton JFK Elementary School Bathroom-Concession DD 2.11.19 REV1 Page 14 PMC - Project Management Cost
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35 36 37 38 39 40 a 43 44 a5 46 47 38 49 PM’ JFK Elementary School 12-Feb-19 Bathrooom & Concessions Canton, MA Design Development Estimate CST L UNIT ESTD SUB TOTAL CODE DESCRIPTION Qry UNIT cosT cost TOTAL cosr SITEWORK Gio SITE PREPARATION & DEMOLITION Site construction fence/barricades 400 If 14.00 5,600 Construction gates/entrance 1 ea 5,000.00 5,000 Miscellaneous demolition 1 Is 750.00 750 Site Earthwork Strip topsoil 1m cy 12.00 1,332 Rock removal Not anticipated Rough grade site 1,500 sf 0.15 225 Final grade and prep for site walks/patios 1,435 sf 1.00 1,435 Erosion control; silt fence, straw bales & catch basin 400 If 9.00 3,600 protection Site preparation and demolition allowance 1 Is 5,000.00 5,000 SUBTOTAL 22,942 Geo SITE IMPROVEMENTS Patio Paving Concrete paving/ sidewalks gravel base 12” 53 cy 40.00 2,120 6" concrete bituminous paving 1,435 sf 6.00 8,610 SUBTOTAL 10,730 andscapi thletic Fields Repair all site sidewalks, curbs, landscaping affected 1 Is 10,000 10,000 by construction Stone drip strip 145 If 14.00 2,030 Landscaping allowance 1 Is 5,000.00 5,000 SUBTOTAL 17,030 G30 CIVIL MECHANICAL UTILITIES Water supply New water service 305 If 35.00 10,675 ‘Test pits to locate existing gate valve 1 Is 1,500.00 1,500 Connect to existing line 1 loc 3,500.00 3,500 Curb stop 1 loc 500.00 500 Sanitary sewer Sewer 600 If 70.00 42,000 Connect to existing line 1 loc 4,000.00 4,000 Manhole 1 loc 5,000.00 5,000 Pump station L loc 9,000.00 9,000 Storm Sewer Site drainage NR SUBTOTAL 76,175 G33 GAS SERVICES Excavate and backfill for gas NR SUBTOTAL - G33 TELECOM SERVICES Excavate and backfill for telecom 710 if 22.00 15,620 Communications ductbank/conduit, empty 710 If 35.00 24,850 Canton JFK Elementary School Bathroom-Concession DD 2.11,19 REV1 Page 15 PMC - Project Management Cost
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JFK Elementary School 12-Feb-19 Bathrooom & Concessions Canton, MA. Design Development Estimate cst UNIT ESTD SUB TOTAL CODE DESCRIPTION Qry UNIT cosT cosT TOTAL cosT SITEWORK 82 Fiber optic cabling ° Is 0.00 by Owner's Vendor 53 SUBTOTAL 40,470 St 58 G40 ELECTRICAL UTILITIES 36 Excavate and backfill for electrical 520 if 22.00 1,440 7 Electric ductbank/conduit, empty 520 lf 35.00 18,200 ‘ 58 Electric service, aluminum feeders 520 If 33.00 17,160 4 89 Duplex sanitary pump station feed and connection 4 ea 1,500.00 1,500 6o Electrical to relocated irrigation controls 1 Is 500.00 500 o Assumes no site lighting required oa SUBTOTAL 48,800 63 64 6% TOTAL - SITE DEVELOPMENT $216,147 Canton JFK Elementary Schoo! Bathroom-Concession DD 2.11.19 REV1 Page 16 PMC + Project Management Cost