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Correspondence - 430 OSGOOD STREET 5/14/2001 (16)
Municipal 11 Building Consultants, Inc. 1-4 OIJ Sept. 11, 2003 To: Louis Minicucci, Chairman North Andover School Building Committee C/O Paul Szymanski 675 Chickering Road N. Andover, MA 01845 Re: North Andover High School—Project Report Sept. 11, 2003 CC: N. A. Planning Board From: Pat Saitta 1. Permits: 8/07/03 Resolution of Con Com issue i.e. replication "as built", is in progress. Fred King is in communication with the town Con Com officer. 9/11/03 "As Built" replication drawing was prepared by Schofield Bros. Engineering and submitted to N. A. Con Com. 2. Protect Meetings: Construction meetings are being held weekly at 1:00 p.m. on Tuesdays and are being conducted in a professional and co-operative atmosphere. Issues emphasized at recent meetings: - Resolve terrazzo contract issues between JTC & DiPaoli - Completion of roof edge flashing wall and panels in all areas - MEP system startup and testing - Completion of spray fire protection - Completion of out of sequence qork 3. Work in Prowess: Locker installation Concrete slabs Erosion protection maintenance Masonry Boiler room roughing Drywall studs Ductwork Site grading 1 200 Sutton Street,North Andover, MA 01845 Tel: (978)686-5766 • Fax: (978)685-2357 Rough Plumbing Rough fire protection Light gage framing Roof membrane & flashing Miscellaneous metal Window installation Fire taping& safing Rough electric conduit Metal panels Gypsum board & insulation M etal pc grid VCT flooring painting Ceramic the Millwork Technology wiring Toilet partitions Elevator installation Casework Finish carpentry Curbing Paving Loam spreading Planting Sidewalks 4. Change Proposals: 9/11/03 Proposed change orders (PCO's) continue to be solicited and reviewed. (See attached change order log). Athletic field up grade plans, Option #3 , have been finalized for submission to the contractor for pricing. C.O.#9 has been reviewed and will be submitted to the committee for approval. 5. Schedule: Contract Completion Dates Phase I—new school 7/15/04 Phase II—Demo and site 5/5/05 Upcoming Milestones: Substantially complete Complete building enclosure middle of Sept. 2003 Mech systems operational middle of Sept. 2003 Electric systems operational Contractor has submitted the required updated schedule dated June 18, 2003. The iroiect continues to maintain a ace consistent with the earl delive of the new building. Enclosure of the auditorium, arts/link and cafeteria is complete. All areas continue with finish trades i.e. ceilings, light fixtures, painting, ceramic tile and VCT flooring. Exterior work completed and/or in d progress—bituminous binder, exterior light conduit and bases, grading, curbs and spread loam. 6. Construction Issues: a. Spray fireproofing issues have been resolved and are being expedited. 2 b. Entry road modifications work is sufficiently cl pion of for the . With the move of the Administrative offices an com P pavement, alternate access has been discontinued. c. G.C. is expediting the millwork/casework ohave beer een made d manpower to maintain pace. Recent accommodations and pace of work has increased. 7. Technology cabling and telecommunications systems 4/10/03 Technology wiring contract has been awarded to ESCOA with work onsite to commence shortly. 5/8/03 ESCOA commenced wiring work this week. 7/9/03 Work is in process. 8/7/03 Work continues in progress. 9/11/03 Work continues in progress. 8. COmmissiQ&g: 4/10/03 Commissioning contract has been o awarded to R.site 4/1/03 with worklt commence pre commencement meeting occurre d immediately. 5/8/03 Kimball is actively involved in Integrated software has been procured and R D. document review and action plan preparation. 7/9/03 Commissioning work is in process. A co-ordination 03eeting was held on 6/10/03 with an additional meeting scheduled for July 8/7/03 Additional co-ordination meeting was held on 7/22/03 with functional test reports reviewed along with schedule. 3 9. FF&E: _ Proposals received Aug. 7, 2003 In progress Contract awards Dec. 22, 2003 Installation complete 10 Athletic Field Modifications: Site plan modifications to accommodate the proposed field revisions will not require technical review committee(See DDP memo department input will occur during the planning board process. 4 N. Andover High School 9/11103 pCO# DESCRIPTION SUBMITTED STATUS CO AMT PROPOSAL Floor contractor substitute --- CO#1 $ 107,037 1 _ CO#2 $ 4,701 2 Sanitary line '- 3 Site phasing CO#3 $ 3,300 4 Seepage inlet CO#3 $ 1,618 5 Video survey of drain "' CO#6 $ 11,938 6 Steel revisions CO#2 $ 26,273 7 Sub drain piping CO#2 $ 20,315 8 Unsuit replacement - CO#5 $ 10,448 9 Misc HVAC CO#3 $ 45,248 Unsuit soil &drain '-' 11 Roof power east CO#5 $ 25,076 12 Language lab electric CO#3 $ 5,304 13 Paint parking lines CO#3 $ 47,775 14 Unsuit soil#2 CO#3 $ 26,331 15 Unsuit soil#3 VOID --- 16 Framing 0. stairs CO#5 $ 5,967 17 Consumer science power CO $ 9,430 18 Metal plate p mech screen CO#5 $ 86,318 19 Unsuit soil @ water -" CO#6 $ (3,796) 20 Delete M.H. CO#6 $ 2,672 21 Auditorium truss brace CO#6 $ 2,313 22 Auditorium beam revision Not received 23 Roof drain piping Not received 24 Plumbing change By owner --- 25 Elec.transformer& poles --� CO#5 $ 3,312 26 Condensate pipe rev $ (3 261) In review 27 Ext light fixtures CO#6 $ 71655 28 Locker additions CO#4 $ 28,580 29 Unsuitable replacement#4 CO#9 $ 2,895 30 Relocate power&data Not received 31 Auditorium stage found CO#6 $ (7,131) 32 HVAC elec revisions CO#9 $ 5,666 33 Parking sub drain CO#6 $ 1,596 34R1 Relocate electric panel CP-1 CO#4 $ (16,125) 35 Electric service credit CO#5 36 Relocate data outlets Not received 37 Parking lot upgrade Not received 38 GWB cell @ elec room Not received 39 Parking lot wet base Not received 40 Greenhouse gaivy angle CO $ 3,459 41 Stl mods canopy drain CO#7 $ 47,394 42R1 Parking lot drainage Not received 43 Smoke detectors CO#9 $ 37,339 44 Gym dividers (4) CO#7 $ 34,822 45R1 Gang toilet ceilings CO#5 $ 9,325 46 Unsuit re lacement#5 Pagel PCO# DESCRIPTION SUBMITTED STATUS CO AMT PROPOSAL 47R1 Elec reverse RM 3052 c0#7 $ 8,108 48 Aud ceiling CO#5 $ (22,800) 49 Roof insulation substation CO#6 $ 1,778 50 Curtain wall frames CO#7 $ 11,811 51 Trainer#1141 52 Ceiling clarifications CO#6 $ 333 53 3rd fir window 54 Lt coves academic halls c0#7 $ 2,660 55 Revise catwalk framing c0#7 $ 8,463 56R2 Telecom revisions 57 Remove plumbing chase CO#6 $ 8,030 58 Moveable multi part CO#9 $ 9,691 59 Speaker back boxes c0#7 $ 3,968 60R1 Rev light fixtures CO#7 $ 4,935 61 Repair temp fence 62 Delete electrical c0#7 $ 4,116 63 Addl fire dampers CO#6 $ 132,450 64 Curved roof change c0#7 $ 1,187 65R1 Add lights to lecture hall 5 037 In review 66 Piping connection to structure $ CO#8 $ 434,740 67 Terrazzo flooring 68 Locker addition 69 Sprink at stairs CO#9 $ 3,584 70 Locker relocation 13,276 In review 71R1 Hand recognition access $ 8,446 In review 72 Basket ball shot clock 73 Kitchen wall finish 16,789 In review 74 West wing gas detectors $$ 38,367 Revised 75R1 Auditorium the co#9 $ 1,189 76 HM window in office CO#7 $ 1,694 77 Lam control @ control booth CO#9 $ 2,004 78 Replace wet land plants $ 597 in review 79 Hall of Fame display CO#9 $ 1,587 80 Circulation pump on water CO#9 81 Haul road upgrade $ 4,119 In review 82R1 Add F42 fixtures 83 Bay windows 84 Sports floor color 85 Spectra glaze upchg 86 Mill work changes 87 Will Street light mounts 88 Repaint;ibrary areas 89 Receptical in Science 3073 $ 5,760 In review 90R1 Main Street revisions CO#9 $ 977 91 Weathervane points 92 South drive boulder CO#9 93 Cafa bay window 40,400 In review 94R1 Add'I classrm stora a cab $ Page 2 PCO# DESCRIPTION SUBMITTED STATUS CO AMT PROPOSAL 2,522 CO#9 $ 95 Change library light fixture 795 In review 96 Change F-36 light fixture $ 10,423 In review 97 Fitness counter 98 Admin. Area revisions 99 Electric panel DP9 revision $ 888 In review 100 Ticket revisions 101 Remove gas valves $ 3,501 Rejected 102 Chem prep room CO#9 $ 2,872 103 Gym gates. 104 TV studio doorbell $ 2 063 In review 105 Kiln hood revisions 106 F44 fixture credit 2,256 In review 107 Revise speaker boxes $ 108 Emergency Power rm 109 Fence &striding $ 3,572 In review 110 Custom 11V II,fixtures $ 1,040 In review TOTALS $ 154,068 $ 1,243,215 Page 3 � I cn _y W r I O LLI Ch OC h a, U a, I � � d � C ti I � N 0 n P (n G C: � �+ �I n a I C �1 Of I III e I i LU r ' U � d l ,I � � I� v ✓� �^ � I � c O I c 1 'e n l h I �E a in Y � �', ? � o I I n .NC I,y o a I U n5 �v ' I i✓ rL D , � r 1 — ',,.- 7 a � ! lV L H � � I � � I I F v I M I " cc �I N CL mI. m b j y tr 43 I � 0 NII F ki d. i OI as X I � ;- -Y----t i I II II !I � O i I ` L I � y J I �� •lam- i _� 1 V � � I VN r rr 1 r � O � I I..e I I L I j � I LU l C QI m � L � N LLS t ' i I uj 0. �' to LL a 3 I Isy •'J a J I G a5 ,7 � cu I .r �D m o I c f^ c I E ns I v m LL- 01 � I i I I f _ U d � C � I I I N � � N O d' U r d a r it t I . may}I O I I I 7I O Y � I C p� �l O 7 z Q N. O T I � m 1 9 j I ILL 1 �ro S2 CL i r c r I '1. 1 I` I7 N 3 t I � I cr o Mullicipal Building Consultants, Inc. Oct. 9, 2003 To: Louis Minicucci, Chairman North Andover School Building Committee C/O Paul Szymanski 675 Chickering N. Andover,MA 01945 Re: North Andover High School—Project Report Oct* 9,20 a ° E F CC: N. A. Planning Board From: Pat Saitta PLANt, 1NO[9Et~'Ak�o�N1F--NT 1 Pe_rmits: 9/07/03— " is in progress. Fred King replication Resolution of Con Com issue i.e. Con Com offbcert is in communication with the 9/11/03_ re ared by Schofield Bros. Engineering and "As Built" replication drawing wasp p submitted to N. A. Con Com. lo/g/03 reviously noted have been Awaiting Con Com officer letter that items p resolved. 2. Project Meetings: n meetings are being held weekly at 1:00 p.m. on Tuesdays and are Construction erative atmosphere. being conducted in a professional and co-op Issues emphasized at recent meetings: Academic substantial completion flashing wall and panels in all areas Completion of roof edge MEP system startup and testing ork Completion of out of sequence Technology work schedule 1 200 Sutton street,North Andover,MA 01845 Tel: (978)686-5766 • Fax:(978)685-2357 3. Work in Progress: Locker installation Concrete slabs Masonry Erosion protection maintenance Drywall studs Boiler room roughing Site grading Ductwork Rough fire protection Rough Plumbing Roof membrane &flashing Light gage framing Miscellaneous metal Window installation Fire taping& safing Rough electric conduit Metal panels Gypsum board & insulation Acoustic grid VCT flooring Painting Ceramic tile Millwork Technology wiring Toilet partitions Elevator installation Casework Finish carpentry Curbing Paving Planting Loam spreading Equipment start-up Sidewalks 4. Change Proposals: 9/11/0 Proposed change orders (PCO's) continue to be solicited and reviewed. (See attached change order log). Athletic field up grade plans, Option#3, have been finalized for submission to the contractor for pricing. C.O. 49 has been reviewed and will be submitted to the committee for approval. 5. _Schedule: Contract Completion Dates Phase I—new school 7/15/04 Phase II—Demo and site 5/5/05 Upcoming Milestones: Substantially complete Complete building enclosure middle of Oct. 2003 Mech systems operational middle of Oct. 2003 Electric systems operational Contractor has submitted the required updated schedule dated Aug. The ro'ect continues to maintain a vace consi ttsnt with e earriaasliyg of the new building. Enclosure of the auditoriu , complete. All areas continue with finish trades i.e. ceilings, light fixtures, painting, ceramic tile and VCT flooring. Exterior work completed radin/or in progress—bituminous binder, exterior light conduit and bases, g g, curbs and spread loam. 2 6. Construction A. ssuos: a. All terrazzo installation issues have been resolved and work is in progress. . b. G.C. is expediting the millwork/casework subcontractor for material made d manpower to maintain pace. Recent accommodations have and pace of work has increased. 7. TechnologY cabling and telecommunications systems 4/10/03 Technology wiring contract has been awarded to ESCOA with work onsite to commence shortly. 5/8/03 ESCOA commenced wiring work this week. 7/9/03 Work is in process. 8/7/03 Work continues in progress. 9/11/03 Work continues in progress. 10/9/03 A technology meeting was held on Friday 10/03 with ESCOA to expedite their progress to maintain Calahans overall schedule. Accommodations were made. g. Commissioning: 4/10/03 Commissioning contract has been awarded to R. D. Kimball Co., Inc.. A pre commencement meeting occurred onsite 4/1/03 with work to commence immediately. 5/8/03 Integrated software has been procured and R. D. Kimball is actively involved in document review and action plan preparation. 7/9/03 Commissioning work is in process. A co-ordination meeting was held on 6/10/03 with an additional meeting scheduled for July 22, 2003. 3 8/-M Additional co-ordination meeting was held on 7/22/03 with functional test reports reviewed along with schedule. 10/09/03 Commissioning meeting was held Sand/st start and test ups witnessed®o manuals jector and test schedules reviewed. Testing pumps, generators and roof top air handling. 9. FF&E: November 2003 Delivery commences Dec. 22,2003 Installation complete 10 Athletic Field Modifications: 9/1_ ons will not Site plan modifications to accommodate proposed Town department will occur require technical review committee during the planning board process. (See DDP memo 8/4/03). 10/9/03 The Building Committee directed that the revised field layout includes a softball field located on the parcel adjacent t ac c omamodate aer athletic field adjacent to the entry road be�e future softball field. The drawing s are being finalized for submission to the Con Coin for approval and the contractor pricing. 4 N. Andover High School 9/11/03 PCO# DESCRIPTION SUBMITTED STATUS CO AMT PROPOSAL 1 Floor contractor substitute --- CO#1 $ 107,037 CO#2 $ 4,701 2 Sanitary line "-- 3 Site phasing CO#3 $ 3,300 4 Seepage inlet CO#3 $ 1,618 5 Video survey of drain -' CO#6 $ 11,938 6 Steel revisions CO#2 $ 26,273 7 Sub drain piping CO#2 $ 20,315 8 Unsuit replacement -� CO#5 $ 10,448 9 Misc HVAC CO#3 $ 45,248 Unsuit soil &drain °- 11 Roof power east CO#5 $ 25,076 12 Language lab electric CO#3 $ 5,304 13 Paint parking lines CO#3 $ 47,775 14 Unsuit soil#2 CO#3 $ 26,331 15 Unsuit soil#3 VOID ---16 Framing ccDD stairs CO#5 $ 5,967 17 Consumer science power CO#6 $ 9 430 18 Metal plate @ mech screen CO#5 $ 86,318 19 Unsuit soil p_water -'- CO#6 $ (3,796) 20 Delete M.H. CO#6 $ 2,672 21 Auditorium truss brace CO#6 $ 2,313 22 Auditorium beam revision Not received 23 Roof drain piping Not received 24 Plumbing change By owner --- 25 Elec.transformer& poles 3,312 Condensate pipe rev CO#5 $ 26 3 261 In review 27 Ext light fixtures $ ( ' ) CO#6 $ 7 655 28 Locker additions CO#4 $ 28,580 29 Unsuitable replacement#4 CO#9 30 Relocate power&data Not received 31 Auditorium stage found CO#6 $ (7,131) 32 HVAC elec revisions CO#9 $ 5,666 33 Parking sub drain CO#6 $ 1,596 34R1 Relocate electric panel CP-1 CO#4 $ (16,125) 35 Electric service credit CO#5 $ 2,030 36 Relocate data outlets Not received 37 Parking lot upgrade Not received 38 GWB ceil 0. elec room Not received 39 Parking lot wet base Not received 40 Greenhouse gaivy angle CO#6 $ 3,459 41 Stl mods @ canopy drain 7 $ 47,394 CO# 42R1 Parking lot drainage Not received 43 Smoke detectors CO#9 $ 37,339 44 Gym dividers (4) CO#7 $ 34,822 45R1 Gang toilet ceilings CO#5 $ 9,325 46 Unsuit re lacement#5 Page 1 PCO# DESCRIPTION SUBMITTED STATUS CO AMT PROPOSAL 47R1 Elec reverse RM 3052 CO#7 $ 8,108 48 Aud ceiling CO#5 $ (22,800) 49 Roof insulation substation CO#6 $ 1,778 50 Curtain wall frames CO#7 $ 11,811 51 Trainer#1141 52 Ceiling clarifications CO#6 $ 333 53 3rd fir window 54 Lt coves @ academic halls CO#7 $ 2,660 55 Revise catwalk framing CO#7 $ 8,463 56R2 Telecom revisions 57 Remove plumbing chase CO#6 $ 8,030 58 Moveable multi part CO#9 $ 9,691 59 Speaker back boxes CO#7 $ 3,968 60R1 Rev light fixtures CO#7 $ 4,935 61 Repair temp fence 62 Delete electrical CO#7 $ 4,116 63 Addl fire dampers CO#6 $ 132,450 64 Curved roof change CO#7 $ 1,187 65R1 Add lights to lecture hall 5,037 In review 66 Piping connection to structure $ CO#8 $ 434,740 67 Terrazzo flooring 68 Locker addition 69 Sprink at stairs 7,574 R & R 70 Locker relocation $ 13,276 R review 71 R1 Hand recognition access $ 8,446 In review 72 Basket ball shot clock $ 73 Kitchen wall finish 16,789 In review 74 West wing gas detectors $ Revised 7582 Auditorium tile $ 31,988 R R evi $ 1,189 76 HM window in office CO#7 $ 1,694 77 Lam control a, control booth CO#9 $ 2,004 78 Replace wet land plants 79 Hall of Fame display $ 2 R CO 800 R & R $ 1,587 80 Circulation pump on water CO#9 $ 9,575 81 Haul road upgrade 4,119 In review 82R1 Add F42 fixtures $ 83 Bay windows CO#7 $ 2,605 84 Sports floor color CO#7 $ 2,869 85 Spectra glaze upchg 86 Mill work changes $ 37,380 In review g7 Main Street light mounts CO#7 $ 1,592 gg Repaint ;ibrary areas 89 Receptical in Science 3073 9081 Main Street revisions $ 5 R CO 760 R & R $ 977 91 Weathervane points 92 South drive boulder CO#9 93 Caf6 bay window 94R1 Add'I classrm stora e cab $ 37,007 R & R Page 2 PC®# DESCRIPTION SUBMITTED STATUS CO AMT PROPOSAL 2 522 CO#9 $ 95 Change library light fixture 5,032 In review g6R1 Kitchen light fixture $ 10,423 R& R 97 Fitness counter 98 Admin. Area revisions 99 Electric panel DP9 revision $ 888 R &R 100 Ticket revisions 2,16/ In review 101 Remove gas valves $ 3,501 Rejected 102 Chem prep room CO#9 $ 2,872 103 Gym gates 104 TV studio doorbell $ 2,063 In review 105 On hood revisions 106 F44 fixture credit 2,256 In review 107 Revise speaker boxes $ 108 Emergency power c boiler rm $ 3,572 In review 109 Fence & striding 1,040 In review 110 Custom light fixtures $ 111 Delete staff mail boxes $ 60,163 In review 112 Provide appliances g15 In review 113 Fold partition support $ 14,342 In review 114 Admin. Mailboxes $ Rejected 115 Room 3071 material $ 3 g 261 1 In review 116 Water mixing valves 117 Insulation of sinks 118 Terrazzo seals 119 120 $ 1,292 In review 121 Wrap cupola $ 11302 In review 122 Move H.C. ramps 123 2,450 In review 124 Auditorium light fixtures $ TOTALS $ 283,023 $ 1,239,631 Page 3 e9/29/2C-103 14;31 JOHN T. Ck-LRHRW & SUDS 4 '1978G315218 HO.!92 9002 Ar h G m N C 1 7 O Q LLJ o z m = m � o L) o + G � � x t- d � z O I LL t 4 LL E n m s U v 06 t w o5 a I Ul X v N 0E7 R O to w U v G L. G V ...1 m O CS = }6 Q U IN C9 Im cu T 4) i a O I y_ F I p u1 u1 w w Y 1UK4 I . C;HLLHHHN 6 'JUI1'� i 1y'r'FJt�ltic'1rJ C !:•'q;.'S, to H I N b iI LL U u o d F- qy m � o c m 0 0 0 0 N C � � C f� Y d � M � c' LL I d cz U �Im co ea u z z s I O n O = U w � R o $ m m m a J Y E e /°1 U Lj Vd i j V U U OI rn 5 W m I x E J U °� LL E H d LL O ® G 12 I G7 C J OzI d I p ii S (n U � II C'U I w cm G � 2L m p c �.y R Z " s = a a a 09;29/2003 14:31 JOHN T. CHi_LHHHt.1 SONS C N c( c N n F- W � C2 Q ` o a U. r' rn a � V o �I m � � 3 0 � m O � O O N C � � O Y L � � O O cn LL 4 n 0 N �•'. r v� N n � � E m ui o > o c — z a o N � � � r - 4 0 6 O I' � I d r � o E GI 1 d 3: LLI .- Y II �` •c U G II I t7 t6 LL f6 N C O 2 '� �I c°n d v v � � ✓J z ❑ tT I I G y @ V LL t 1 O�9 Rem Early Early Total Activity Activity Start Finish Float Y Description Dur Dur ID if r ri r +�r s3s .S;i,:p-4^'«:iF3- ILESTONES f 101 ill 0 0 01SEP03' 0 150 BUILDING ELECTRICAL OPERATIONAL 1110, 0 0 22SEP03 23 I 145 BOILER ROOM I HEAT OPERATIONAL 0 1 31 DEC03 -7 3265 I OCCUPANY 0 I 182• 182' 01JAN04 30JUN04 110 SCHEDULE RECONCILIATION 0 0 01JUL04" 0 115 PHASE 1 COMPLETE I PHASE 2A BEGIN 0 0 01SEP04' 0 120 PHASE 2A FINISH/PHASE 26 BEGIN 0 0 25MAY05' 0 170 �PHASE 2BCOMPLETE SITEy10RK.P�IASE1.i SOUTH AREA 15 15 02SEP03 122SEP03 430 I 3115 (BOULDER RETAINING WALL 3075',3080',3085'(_ COMBINED BUILDING 10 2 30JLIL03A 03SEP03 11 3100 1 CONCRETE CURB 15 8 25AUG03A 11SEP03 -11 3105 CONCRETE PAVING&FLATWORK 1 15 5 25AUG03A 15SEP03 -11 3110 SITE IMPROVEMENTS 3090,3095'1 3135 LOAM @BUILDING 15 12 25AUG03A 010CT03 11 I 3135,11 3145 (PLANTING @ BUILDING 20 20 25SEP03 220CT03 408_ -__-- —, 3270 (LAWN @BUILDING 10 10 020CT03` 150CT03 11 I 0 0 150CT03 11 3330 (SITE COMPLETE FOR SEPT 2003 SCHOOLYEAR SiTEWORK:PNASE'2 -- - I OWNER VACATE PREMISES 10 10 01JUL04 15JUL04 0 I 3150 OWNER VACATE BUILDING 5 5 16JUL04 22J L04 6 I 3160 TERMINATE UTILITIES 11 11 16JUL04 30JUL04 0 3155 (PERIOD OF MUNICIPICAL USE 10 10 OZAUG04 13AUG04 0 II,_ 3175 (SITE DEMOLITION 0 I 20 20 02AUG04 27AUG04 _._—_._-- 3165 IABESTOS ABATEMENT 30 30 16AUG04 27SEP04 I 0 3170 (BUILDING DEMOLITION COMPLETE PLAYING FIELDS&PARKING 15 15 23AUG04 13SEP04 26 3180 SITE FILL @ CABION WALL 10 10 14SEP04 27SEP04 26 3195 STORM DRAIN @ PARKING 10i 10 28SEP04 110CT04 26 3200 WATER SERVICES @ PARKING 201 20 28SEP04 250CT04 0 3185 SITE FILL @ FIELDS 5 5 120CT04 180CT04 26 - 3215 IBASE @ PARKING 26 3220 ;PAVING BINDER @ PARKING 2 2 190CT04 200CT04 5 5 210CT04 270-T 04 26 3225 FINISH PAVING 0 301 30 260CT04 06DEC04 3190 STORM DRAIN MAINS&BASINS 2 2 28OCT04 29 04 26 3226 PAVEMENT STRIPING 1p 10 01 04 12NOVO4 26 3240 SITE IMPROVEMENTS @ LOWER FIELDS i 10 1 07DEC04 I20DEC04 0 3230 FINAL GRADING SITE&FIELDS 0 3245 CCONCRETE WALKS&PAVEMENT @ LOWER FIELDS 15 CA 12 I 1 3 21DEC 05 I 30 30 21 DEC04 102FE B05 0 3235 FIELD DRAINAGE @ ALL AREAS 30 30 03FE605 16MAR05 I 0 3250 FINAL LOAM @ ALL FIELDS 30 3017MAR05' 27A R05 0 I - 3255 (IRRIGATION SYSTEMS @ALL FIELDS 40 40 31MAR05 25MAY05 0 1 3260 SEEDING&PLANTINGS @ ALL FIELDS NA16 N 15MAR02 Earty Bar Start Date 25MAY05 Progress Bar Finish Data 31A0003 Critical ActWity Data Date 19SEP03 19:32 Run Date Rem Early Early Total J ' )rig Finish Float �$ Activity Dur Dur Start I Description a.=, .�:. �•rS b r ,JV,i�+� F ADEMIi,". N - - -. - 32 CLASS ROOMS 15 3 01MAY03A 04SEP03 17 1550` F�12345 1 FLOOR TREATMENT(1ST FLOOR) 2585 1p 1 07MAY03A 02SEP03 I 1580, 2785•,FD1234 1 1590 ISET CASEWORK(3RD FLOOR) 10 1 22MAY03A 02SEP03 32 2805•� is 2805 �SET CASEWORK(2ND FLOOR) 101 1 23JUN03A 0 42 9SEP03 2580 2780*,FD1610 (CASEWORK PLUtJ.BING FINISHES (2ND FLOOR) 15 5 25JUN03A �15SEP03 43 — 2810 2585',2805`,FD1 I3 2590 LIGHTING FIXTURES(1ST FLOOR) 10 3 24JUL03A 04SEP03 I 32 2615 !SET CASEWORK(1ST FLOOR) 10 5 11 5AUG03A oBSEP03 32 I 2620 �CASEWORK PLUMBING FINISHES(1ST FLOOR) 10 5 15AUG03A 08SEP03 32 FLOOR) , i 2625 (CASEWORK ELECTRICAL FINISHES(1ST 1620,FD06200'� 1 a0 5 17tv1AR03A 08SEP03 48 I ( 1625 FINISH CAPENTRY 40 1 13MAY03A 02SEP03 48 i 1570, 1595 (DOORS/HARDWARE 10 1 15MAY03A 02SEP03 48 ,START UPI CHECKOUT ELEVATOR I 42 1575 30 5 23MAY03A 16SEP03 —� 03 48 2585',FD1 I150-,FD10800 1650 (CEILING TILE 15 3 04JUN03A 04SEP i 2585' 1660 TOILET ACCESSORIES I 10 1 23JUN03A 02SEP03 47 i SPECIALITIES q2 I I 1630 30 6 23JUN03A 17SEP03 17 1120,1356 ,1520',1565. 260 1600 (FINAL PAINT I 20 15 05AUG03A 22SEP03 I 1325•,1600,166' VAC STARTUP, CHECKOUT 1 34 'I 30 20 30AUG03A 29SEP03 1645 H ---- — 1605 (PUNCH LIST(3RD FLOOR) 30 20 30AUG03A 29SEP03 34 1610 (PUNCH LIST(2ND FLOOR) 30 30 02SEP03 130CT03 34 1615 `!PUNCH LIST(1ST FLOOR) I 5 17SEP03 I 42 1520,16V LIFE SAF-TY SYSTEM CHECKOUT/TEST 5 11SEP03 1675 5 5 23SEP03 I29SEP03 34 1665 FINIAL HVAC TEST&BALANCE 15 15 140CT03 03NOV03 34 I 1640 FINALCLEANING 0 0 03NOV03 54 1670 SUBSTANTIAL COMPLETION ACADEMIC WING ` SOUTH WING ,PHYSIQAL EDUCATION'QREA 1735' 30 2 10APR03A 03SEP03 34 ,I 1775 INSTALL METAL CLADDING 1820' UN03A OgSEP03 -7 1795`` 316J GYM&ATHLETIC ROOMS 25 I 1795 (OVERHEAD ELECTRICAL ROUGH IN I 30 5 16JUN03A 08SEP03 -6 1770 1775, 2845 1,,INSTALL OVERH- 28 AD SOUND SYSTEM 20 10 15AUG03A 23SEP03 1760 11765,170..5,1820,Z PAItJT WALLS 20 10 29AUG03A 23SEP03 -7 1825 180o PAINT HIGH CEILING ROOF 3 3 0SSEP03 09SEP03 10 10 24SEP03 070CT03 7 i � 7 2850 INSTALL OVERHEAD SCOREBOARD SYSTEM I 1845 INSTALL GYM DIVIDERS 10 10 24SEP03 070CT03 3 I 2650 INSTALL LIGHTING FIXTURES 20 20 0SOCT03' 04NOV03 _7 1865 (INSTALL WOOD FLOOR SYSTEM 15 15 140CT03 03NOV03 I 14 _ 1850 INSTALL OVERHEAD GYM EQUIPMENT 5 5 05NOV03 11NOV03 7 'I — 1875 (INSTALL WOOD FLOOR POLY FINISH 5 5 12NOV03 18NOV03 -1 10 10 12NOV03 25NOV03 I -2 1 ggp DOORS&HARDWARE LL BLEACH::Rs 1870 INSTA 15 15 12NOV03 02DEC03 _7 2655 ARCHITECTURAL FINISHES NA16 Early Bar 15MAR02 ® � progress Bar Start Date 25MAY05 Critical ActNttY Finish Date 31AUG03 Data Date tg5EP031 9:32 Run Date n D i_,Avera Systems,Inc. Early Early Total Y. JUN Orig Rem Activity Dur Dur Start Finish Float J tion ri Descp -1 J 15 15 03SEP03 23SEP03 2360 CEILING GRID 20 20 05SEP03 020CT03 15 1 2985 (FINISH CARPENTRY(ARTS AREA) 15 15 10SEP03 30SEP03 8 I I 2365 LIGHTING FIXTURES 15 15 tOSEP03 30SEP03 8 2370 RGD'S 10 10 24SEP03 070CT03 4 -1 2390 �RGD's I 15 15 24SEP03 140CT03 0 24SEP03 210CT03 I 23 2940 IVCT FLOORS 20 2 I - 2355 ERECT SPECIALITY DOOR ASSEMBLIES I 1 15 15 26SEP03 160CT03 I I CEILING 15 15 030CT03 230CT03 8 2975 I� TILE(ARTS AREA) 2980 jpOORS/HARDWARE(ARTS AREA) 15 15 080CT03 28OCT03 I 4 2310 SET FOODSERVICE EQUIPMENT 15 15 150CT03 04NOV03 -1 2945 (SET CASEWORK 10 10 290CT03 11NOV03 4 2350 (FOOD SERVICE PLUMBING CONNECTIONS 10 10 05NOV03 18NOV03 I 1 � 2950 CASEWORK PLUMBING FINISHES 10 10 05NOV03 18N V03 1 2955 (CASEWORK ELECTRICAL FINISHES 10 10 05NOV03 18NOV03 I 1 I 22 2960 FOOD SERVICE ELECTRICAL CONNECTIONS 10 2410 (ACOUSTICAL CEILING TILE(ARTS&CAFE) I 10 19NOV03 02DEC03 3 15 1 ZBFE603A 02SEP03 14 AUDITORIUM CEILING 22141,2220',2265 231 15 5 (INTERIOR METAL STUDS(AUDITORIUM) 15 1 16JUN03A 02SEP03 20 2 10JUL03A 14 2085, 090,2135,2214,2K 09SEP03 2835 (OVERHEAD SOUND SYSTEM ROUGH IN 2325',FE 2325 (HANG DRYWALU TAPE&SAND(AUDITORIUM) I 15 10 3 28JUL03A 12SEP03 I 2270 �tNSTALL OVERHEAD LIGHTING 15 3 30JUL03A 04SEP03 31 2`95,2130,2214.222`- CEILING GRID(AUDITORIUM) 20 12 30JUL03A 25SEP03 I 14 2245 ! 2830,2835,29 15I 10 25AUG03A 03NOV i 03 2230 !ERECT SUSPENDED DRYWALL PANELS 14 FD051 5 05SEP03 I 4 30AUG03A 25 3070 INSTALL SOUND SYSTEM TRIM i 22; 2345 IRAILINGSI MI SC METALS(AUDITORIUM) 10I g 30AUG03A OBOCT03 22 2330 (PRIME PAINT(AUDITORIUM) 20 12 30AUG03A 130CT03 14 15 2830 SUS' ENDED PANEL WOOD TRIM 15 OBSEP03 26SEP03 30 15 15 i I 2250 ACOUSTICAL CEILING TILE(AUDITORIUM) 14 3OSEP03 20OCT03 2385 (ACOUSTICAL WALL TREATMENTS(AUDITORIUM) 15 15 070CT03 270CT03 14 2995 (INSTALL LIGHTING TRIM I 2315' 16 AUDITORIUM WALLS 20 18 23JLJN03A 25SEP03 I I (CERAMIC TILE(AUDITORIUM) 5 19SEP03 25SEP03 16 2335 5 i 2400 (LOUVERS(AUDITORIUM) 20 20 19SEP03 160 T03 16 j 2340 FINISH CARPENTRY(AUDITORIUM) 15 15 170CT03 06NOV03 I 16 I 1p 10 240CT03 06NOV03 I 16 2405 FINAL PAINT WALLS(AUDITORIUM) 2380 DOORS&HARDWARE(AUDITORIUM) I 10 STAGE WORK 15 9 25AUG03A 12SEP03 2395 (STAGE LIGHTING(AUDITORIUM) 10 9I30AUG03A 1 9SEP03 i 10 2425 ��STAGE RIGGING(AUDITORIUM) 15� 15 22SEP03 100CT03 10 2275 WOOD STAGE FLOORING (AUDITORIUM)R I 5 5 130CT03 170CT03 10 I 287p (INSTALL STAGE CURTAIN(A,UDITO ) '1p 1 25AUG03A 02SEP03 54 OVERALL 2910 ELEVATOR STARTUP/CHECKOUT 10 10 030CT03 160CT03 1 2245 21 ` 1 I 2965 TOILET ACCESSORIES 20 20 030CT03 300CT03 I I 2990 FINAL PAINT 5 5 150CT03 210CT03 23 2035 SPECIALTIES(FLOOR 2) East/Bar NA 16 15MAR02 "'°prp,_;ess Par Start Date 25MAY05 Crixai ACW1tY Finish Date 31AUG03 Data Date 19SEP03 19:32 Run Date ©Primavera Systems.Inc. ==S FIELD BROTHERS ENGINEERING • SURvEYING • PLANNING Schofield Bothers of New England,Inc. 1071 Worcester Road son= Framingham.MA 01701-5298 508-879-0030 October 22, 2003 1-800-696-2874 FAX 508-879-1797 20217 NOV 1 2 20013 TO: North Andover Conservation Commission NURTH North Andover Planning Board rLA[\1N1?N11C, DEPf'IIJVMENT D. Robert Nicetta, Building Commissioner DiNisco Design Partnership — Attn: Rick Rice (for further distribution to applicable parties) FROM- Bert Corey, EIT RE: North Andover High School - Monthly Ins pec ion Report— September 2, 2003 through September 30, 2003. DEP File No. 242-1045 Planning Board Notice of Decision dated 5/14/01 Schofield Brothers of New England, Inc. has been designated as the "Environmental/Erosion Control Monitor"for the North Andover High School Project. The purpose of the Environmental Erosion Control Monitor is to perform periodic inspections of the project site to insure compliance with the Order of Conditions issued by the Conservation Commission and the Special Permit issued by the Planning Board with respect to sediment and erosion controls, limit of work compliance, wetland replication and stormwater management issues. This is the twenty-fourth monthly inspection report prepared and submitted in compliance with the above referenced permits. It covers the period September 2, 2003 through September 30, 2003. Attached are copies of the Inspection Reports (490, 491, 492, 493, and 494) relative to the inspections performed on September 2"d, 9'h, 16`h 23"', and September 30`h, 2003. 1 -e completed and/or During this timeframe, several landscaping improvements, listed below, were underway. ■ Installation of pavement binder course, ■ Installation of vertical concrete curbing, 'I to various areas around the new school ■ Screening, stockpiling, and distributing loam topsoil building, parking-areas, and roadway shoulders, s that received topsoil, ■ Final grading and hydroseeding at many of the area ■ The shoulder of the ne w access road along the easterly side of the access road was stabilized with jute netting,Several catch basin frames were adj usted and protected with new filter fabric, and ■■ The buffer zone at the cast side was planted One inspection was conducted with the Conservation Administrator, Julie Parrulo i to review the N11-etland replication -areas, buffer zone plantings and the current condition of the site. She noted a I cloudy discharge from the outfall near Chickering Road during her previous inspections of the nearby sewer installation work, which is not part of the school project. In response, Ms. Parrino inspected �SCHO I E BPBP%%T Y R� 1'L 20217 North Andover High School—Monthly Inspection Report— September 2, 2003 through September 30, 2003 Page 2 the sediment basin system/drainage system and the function and performance expectations of the system were reviewed. Items needing attention and carried forward include: o Sediment at the outfall (near the tennis courts)to ba r o on the nort Brook srde of the acocessrroad d entering o Dirt and rubble that overtopped the sediment the school property from Osgood Street needs to be removed. o Excess sediment contained in Sediment Basin 43 needs to be removed. (Postscript: completed 10.'7'03) o Several sections of silt fence at the ordinary stockpile that have been pushed over needs to e with repaired. o The haybale barrier south of the spillway at Sedern side of tle sou heastbstockpile needs dto be additional haybales and the silt fence on the gyres repaired. o Gullies that formed in the sideslope above the stone interceptor drain need repair. Based on our inspections, the site has remaine e in stable forward condition d will tb bring the projects to Rill e affects to the resource areas. Addressing the it compliance with the Special Permit and Order of Conditions relative to erosion and sediment controls. The attached inspection reports provide detailed information an as questions or f you have anyicomment there are any issues that we are not aware of. If you h y 9 or recommendations that would help us provide information you need, we would be happy to hear from you. F Very truly yours, Approved: Schofield Brothers of New England, Inc. zu,eric W. King, P.E. Bert Corey, E.I.T. Senior Engineer Project Engineer Environmental Planner enclosures 0o IE BROTHERS ENGINEERING • SL RVEYING PLANNING 20217 Schofield Brothers of New England.Inc. 1071 Worcester Road Framingham,MA 01701 5298 508-879-0030 To: Mr. Rick Rice 1-800-696-2874 DiNisco Design Partnership FAX 508-879-1797 87 Summer Street Boston, MA 02110 Cc.: North Andover Planning BoarCommission North And From: Bert Corey, Project Engineer Date: October 3, 2003 Re: North Andover High School (20217) INSPECTION REPORT Inspection No.: 94 Date of Inspection: September 30, 2003 By: Bert Corey INTRODUCTION and The purpose of these inspections is to observe issued by the North Andover Conservation compliance compliance with the Orders of Conditions y Commission and the Special Permit issued by the North Andover Planning Board w management issues. to sediment and erosiOrderscontrols, Conditionswork ued for the project include: For reference, the • DEP File No.242-1045: Issued 2/21/01 • Planning Board Notice of Decision: Issued 5/14/01 Please contact Bert Corey or Fred King at Schofield Brothers of New England, Inc. if you have e any questions regarding the Information contained in this p The outstanding items mentioned in previous reports were reviewed he C with site foreman. he catch basins along the west side were protected with filter fabric and the new school of installing filter fabric on unprotected catch basins. Several ere in the procdess of receiving an building have been fine graded and hydroseeest — others Chickerin Road, was fine application of topsoil. The sideslope at the west side of the site, along g graded but needs to be seeded. E°SCH0TIELD BROTHERS MMMM INSPECTION SUMMARY of the current work area: 1. Sediment control barriers around the erimeter 09/02/03 — Carried forward from previous repo small pile setliof sediment e the easterly beyond the barrier needs to be removed (postscript: that outfall to Coehichetivick Brook). A small north side of the accesbroad entering the overtopped the sediment barrier on the school property from Osgood bStreet e need needs o be be rem v dA silt fence was installed 09/09/03 —Items mentioned a along Chick Road in preparation s one filter work in that area outfall to 09/16/03 —The sediment barrier with ears that some Cochichewick Brook needs to bei repaired r st protectUOntiThis wasappear note by Julie runoff flow from the parking lot Parrino. ears adequate at this time. No locations The new silt fence along Chickering Road app n a pear to receive concentrated flow. No additional haybales at this installation are p necessary at this time. 09/23/03 —The sediment barrier at the easterlyt be ood condition. The emoved sediment that got beyond the barrier needs 09/30/03 —The items mentioned above were reviewed with the site foreman. There were no new issues. 2. Loam stockpile area in the northern ortion of the site: this area and 09/02/03 —The contractor has screened and stockpiled loam I s of the site. Once operations have ceased, the he process of moving it to several rea bere-secured with sediment barrier. loam stockpile area 09/09/03 — Same as previous report. 09/16/03 — Same as previous report. 09/23/03 — Same as previous report. ® 09/30/03 — Same as previous report. 3. Ordinal borrow stock ile area inn the northern reports)There are sections that have 09/02/03 — (Continued from previous been pushed over by sediment and need repair. The sediment that got beyond the barrier is contained on site. 09/09/03 —Items mentioned above bove need to be addressed. 09/16/03 —Items mentioned 09/23/03 —Items mentioned above need WQ1b�addressed. with the site foreman. 09/30/03 —The items meat 4. Main entrance 9 ate near trailers: i 09/02/03 —The area was in good condition. 09/09/03 —The area was in good condition. E20 7 sco:Design Partnership Pane �ectiReport No. 94 ber 003 S°SCHHLIELD BROTHERS F\G til R\F}1\G • Pl.p\\I\ MEMO09/16/03 —The area was in good condition. ® 09/23/03 —The area was in good condition. 09/30/03 —The area was in good condition. 5. Southern emer enc entrance: good condition. 0 09/02/03 —The area was in ood condition. 09/09/03 —The area was in good condition. ® 09/16/03 —The area was in good condition. 09/23/03 —The area was in good condition. 09/30/03 —The area was in good 09/0 2/03 — 6. Catchbasins: The catch basins subjected to sediment-laden runoff should e p with filter fabric. 09/09/03 — Same as previous report, sus the installation of the concrete curbs as 09/16/03 — Same as previous report p rates and re- required adjusting and securing of the catch basin frames and g installation o f the filter fabric protection is needed. The catch basin off the northwest corner of the building was noted by julie Parrino a� needing the building was attention.good condition.-The cal clattbch basins the to need tfilter fabric protecctio�Ch basins with filter condition. Sever 09/30/03 —The contractor was in the process of protecting the fabric during this inspection. �. Sediment basins and outlet structures: ted with additional — o uLl'Continue from previous reports: The haybale barrier just south oft the 09/02/03 C p lemen spillway at Sediment Basin b needs a from su p Sediment needs to be removed from the middle section of the Swale haybales. wall. running along the retaining ® 09/ 09/03 —Items mentioned above need to be addressed. Ill addition, excess bale/ silt fence sediment should be removed from Sediment to the expected heavy rains 09/16/03 —The items mentioned above need attention due to The hay bale retaining wall has section mentioned above needs immediate from Hurricane Isabel. The eafimction functioning properly. temporary However, been cleaned and appears to 09/23/03 -The existing haybale / silt fence what above there. in addition,the silt additional haybales are needed to supplement fence as it continues around the western side oaths be repaired The lstone at the sagged to the ground in several places an nee previous storm was moved emergency overflow spillway ove, excesse sediment needs to be removed from back into place. As mentioned Sediment Basin 0. FInspection 17 isco Design Partnership Page 3 Report No. 9 ober 3, 2003 =,SCI)()TIEI D BROTHERS 09/30/03 —The above mentioned items were reviewed with the site fo l le brier just excess sediment needs to be removed from Sediment Basin#3, lemented with south of the spillway at Sediment Basin s omthewese rn spde of the southeast additional haybales, and the silt stockpile needs to be repaired. 8. Other erosion control items. formed 09/02/03 —Continued from previous repo needs repair. smal amount lof sideslope above the stone interceptor drain sediment observed on the grass shoulder beyond the west side security fence needs to be removed. 09/09/03 —The small gully mentioned above needs repair. ® 09/16/03 —The small gully mentioned above needs repair.ve 09/23/03 —The small gihh formed i mentioned deslope above the stone in . 09/30/03 —The gullies t drain need repair. 9. Other drainage strictures: the stone interceptor drain should be cleared of sediment an stone 09/02/03 —Eventually, should be replenished. 09/09/03 — Same as previous report. 3 - ation of the concrete curb has covered parts if the interceptor Swale an 09/16/0' The install Catch Basin 43, and needs to be cleaned. 09/23/03 —The above mentioned item was tip t one ntdecleptor this rainlspection. It appears that new stone was added to the top of the existing condiitio the filter fabric held back a relatively thick 09/30/03 —Catch Basin 43 was in good laver of sediment that resulted from gully erosion. 10 Wetland replication areas: 09/02/03—Nothing to report. Y 09/09/03 —An inspection with the Conservation dn irstr ,torninspected theuetland Replca tion 09/16/03 — Julie Parrino, Conservation A Areas with Fred King and the site contractor and the tAs-Built Plan was reviewed. She will prepare a report to the Conservation Commission Nvi 09/23/03 —Nothing to report. 09/30/03 —Nothing to report. 11. Im ermeable barrier and easterly embankment: 09/02/03 —Nothing to report. 09/09/03 —Nothing to report. 09/16/0') —Nothing to report. • 09/23/0') —Nothing to report. 09/30/03 —Nothing to report. r esign Partnership pne J n Report No. 94 , 2003 CFScj () IE1.D BR�)THP, F.`iGiA •_tilRtEtiIAG PI,p\SIB(, 12 DewateriM 09/2/03 —No dewatering operations were observed. 09/9/03) — odew ater ng operations vwere observed. 09/16//03 No d N 09/23/03 —No dewatering operations were observed. 09/30/03 —No dewatering operations were observed. 13. Trick Washing Area: 09/02/0'3 —Continued from previous reports: the basin needs cleaning. 09/09/03 —Item mentioned above needs to be addressed. d and was being used during the inspection. 09/16/03 —The basin has been cleane 09/23/03—Nothing to report. 09/30/03 —The basin was being used properly. 14. Dust._ Control: 09/02/03 — Dust was not an issue during this inspection. 09/09/0') —Dust was not an issue during this inspection. 09/16/03 —Dust was not an issue during this inspection. 09/23/03 —Dust was not an issue during this inspection. 09/30/03 —Dust was not an issue during this inspection. i EInspectioll 7 sco Design Partnership Pace y I Report No. 94 ber 3, 2003 Log for HP Fax4A220 Schofield Brothers 5088791797 Oct 06 2003 1:40pm Last Transaction Identification Du_n Peres Result Date Time !YP—e 1:35 6 OK Oct 6 1:39pni Fax Sent 16174261457 BBSCHOFIELD ENGINEERING • SC R�' " I • PLANNING 20217 Schofield Brothers of New England,Inc. 1071 Worcester Road I' + Framingham,MA 01701-5298 508-879-0030 To: Mr. Rick Rice 1-800-696-2874 DiNisco Design Partnership FAX 508-879-1797 87 Summer Street Boston, MA 02110 Cc.: North Andover Conservation Commission North Andover Planning Boardx-- From: Bert Corey, Project Engineer Date: September 25, 2003 Re: North Andover High School (20217) INSPECTION REPORT Inspection No.: 93 Date of Inspection: September 23, 2003 By: Bert Corey INTRODUCTION The purpose of these inspections is to observe and re� e North �o eroConservatioon P compliance with the Orders of Conditions issue y y the North A Planning Comm fission and the Special Permit issued b nd stormwater ma respect management issues- to sediment and erosion controls,fConditionsysosued for project include: For reference, the O • DEP File No 242-1045: Issued 2/21/01 • Planning Board Notice of Decision: Issued 5/14/01 Please contact Bert Corey or Fred King at Schofield Brothers of New England, Inc. if you have any questions regarding the information contained in this report. Some of the items needing attention mentioned in previous reports stw ct on was d ongoing. There application of loam topsoil, curbing installation and sidewalk was a buildup of dirt on several sections of the pavuddareas reas. To prevent his dirt from construction traffic rather than erosion of the surrounding entering the catch basins during rainfall events, the catch basins should rt andbmudotee also filter fabric. Regular sweepings in areas that have thicker. epos recommended. tea;;SCIIOFIRD BROTHERS INSPECTION SUMMARY 1. Sediment control barriers around thfrominreve 09/02/03 — Carried forward p ous reports a small pile of sediment and . beyond the barrier needs to be removed tdthi and rubble that easterly sediment at the ou.tfall to Cochichewiek Brook). A small amount of overtopped the sediment barrier on the north side eof the access road entering the school property from Osgood Street ne eds to 09/09/03 —Items mentioned above need to be addressed.d n work silt fence area. as installed along Chickering Road in preparation for the r e g g 09/16/03 —The sediment barrier reh l aired to restore its function. It It appears that some Cochichewick Brook needs to b p runoff flow from the parking lot is bypassing the protection. This was noted by Julie Parrino. The new silt fence along Chickening Road appears haybales att this tinstallation are locations appear to receive concentrated flow. N necessary at this time. t barrier at the easterly needs to be rlemovedaood condition. The 09/23/03 —The sedimen sediment that got beyond the barrier 2. Loam stockpile area in the northern portion of the site: 09/02/03 —The contractor has screened and stockpiled operations1have ceasedsthe the process of moving it to several areas of the site. loam stockpile area needs to be re-secured with sediment barrier. 09/09/03 — Same as previous report- 09/16/03 — Same as previous report. 09/23/03 — Same as previous report. 3. Ordinary borrow stockpile are from e v ous reports)reports) There are several sections that have . 09/02/03 (Continue P e been pushed over by sediment and need repair. The sediment that got beyond the barrier is'contained on site. 09/09/03 —Items mentioned above need to be addressed. 09/16/03 — Items mentioned above need to be addressed. 09/23/03 —Items mentioned above need to be addressed. 4. Main entrance ate near trailers: . 09/02/03 —The area was in good condition. . 09/09/03 —The area was in good condition. . 09/16/03 —The area was in good condition. . 09/23/03 —The area was in good condition. r 7 sco Design Partnership ection Report No. 93 Pale 2 1 September 25 2003 __ -------- E°pSCIIHFIFI.D BROTHERS ISP;E RIAG til'RNF11NG PL:AAAIAG i 5. Southern emer enc entrance: 09/02/03 —The area was in good condition. 09/09/03 —The area was in good condition. 09/16/03 —The area was in good condition. ® 09/23/03 —The area was in good condition. 6. Catch s!! 09/02/03 —The catch basins subjected to sediment-laden runoff should be protected with filter fabric. ® 09/09/03 — Same as previous report. 09/16/03 — Same as previous report plus the in basin►fram frames re- as and grates d re- required adjusting and securing of the cat installation of the filter fabric protection� needed.darrino astneedang mmtediate northwest corner of the building was noted y attention. 09/23/03 - The catch basin off the northwest need filter fabric bprodtections in goo condition. Several catch basins on s 7. Sediment basins and outlet structures: 09/02/03 — Continued from previous reportse s h leme►ted with additional h of the spillway at Sediment Basin #3 needs to b pl haybales. Sediment needs to be removed from the middle section of the Swale running along the retaining wall. 09/09/03 —Items mentioned above need to be add►essed. In addition, excess sediment should be removed from Sediment Basin #3. 09/16/03 —The items mentioned above need to be ion due to he expected heavylrains e section mentioned above needs immediate from Hurricane Isabel. The swale to the north of the temporary retaining wall has been cleaned and appears to be firnctioning properly. 09/23/03 - The existing haybale/ silt fence mentioned above was repaired however,he silt additional haybales are needed to rn side oft etsoutheast stockpile►has fence as it continues around the w est The stone at the sagged to the ground in several places and d out frorn a previous storm was moved emergency overflow spillway that was wash back into place. As mentioned above, excess sediment needs to be removed from Sediment Basin 43. 8. Other erosion control items. 09/02/03 — Continued from previous reports: A small gully that formed in the sideslope above the stone interceptor dbe►►o d needs the west repair. s c de ur ity fence needs to sediment observed on the grass shoulder bey on removed. 09/09/03 --The small gully mentioned above needs repair. F 217 DiNisco Design Partnership inspection Report No. 93 Page 3 September?5, 2003 a=SCjjOYIELD BRO THERS Boom . 09/16/03 —The small gully mentioned above needs repair. 0 09/23/03 —The small gully mentioned above needs repair. 9. Other drainage structures: in drain should be cleared of sediment an stone 09/02/03 —Eventually,the stone should be replenished. 09/09/03 — Same as previous report. 09/16/03 -The installation of the concrete curb has covered parts if the interceptor swale and Catch Basin 43, and needs to be cleaned. 09/23/03—The above mentioned item was not interceptor during d inspection. It appears that new stone was added to the top of the existing one s 10 Wetland replication areas: 09/02/03 —Nothing to report. 09/09/03 —An inspection with the Conservation Administrator, inspected the auetandrRepic�Lion 09/16/03 —Julie Parrino, Conservation Areas with Fred King and the site contra ctor ss ont witlAi heBrrrecommendat ons. She will prepare a report to the Conservation 09/23/03 —Nothing to report. 11. Im ermeable barrier and easterly embankment: 09/02/03 —Nothing to report. 09/09/03 —Nothing to report. 09/16/0') —Nothing to report. 09/23/03 —Nothing to report. 12 Dewatering: 0 09/2/03 —No dewatering operations were observed. 0 09/9/0') —No dewatering operations were observed. 0 09/16/0') —No dewatering operations were observed. 0 09/23/0') —No dewatering operations were observed. U) Truck Washing Area: 0 09/02/03 — Continued from previous reports: the basin needs cleaning. 0 09/09/03 —Item mentioned above needs to be addressed. 0 09/16/03 —The basin has been cleaned and was being used during the inspection. E 09/23/03 —Nothing to report. 14. Dust Cotltr°l_ 0 09/02/03 —Dust was not an issue during this inspection. 0 09/09/03 — Dust was not an issue during this inspection. 0 09/16/03 —Dust was not an issue during this inspection. 0 09/23/0') —Dust was not an issue during this inspection. 1 20217 DiNisco Design Partnership Inspection Report No. 93 Page l September 25, 2003 BBSCHOf KID BROTHERS ENG[NEEKING Sl R�'EYING • PLANNING 20217 Schofield Brothers of New England,Inc. 1 1071 Worcester Road Framingham,MA 01701 5298 MONWO 508-879-0030 To: Mr. Rick Rice 1-800-696-2874 DiNisco Design Partnership FAX 508-879-1797 87 Summer Street Boston, MA 02110 Cc.: North Andover Conservation Planning Board North And Froin: Fredric King, Senior Engineer Date: September 24, 2003 Re: North Andover High School (20217) INSPECTION REPORT Inspection No.! 92 Date of Inspection: September 16, 2003 By: Fredric King INTRODUCTION The purpose of these inspections is to observe a bre� e North Andover Conservation compliance with the Orders of Conditions issue an n y Commission and the Special Permit issued by the North Aan d storm Planning mBoard with respect to sediment and erosion dCO s toflConditions work sued fopthe protect include: For reference, the O • DEP File No. 242-1045: Issued 2/21/01 • Planning Board Notice of Decision: Issued 5/14/01 please contact Bert Corey or Fred King at Schofield Brothers of New England, Inc. if you have any questions regarding the Information contained In this report. The items needing attention mentioned in previous d reports houlders of the new access road along the reviewed with the site contractor. The hydroseede ear stable. The easterly side of the access road have been westerly with as jute nderway anddCOnprete curbs were being application of loam topsoil along the Y pears nearly installed. The wetland buffer zone planting to>tl e the new access part of this inspection and complete. The Conservation Administrator, viewed the wetland replication areas, the buffer zone plantings, the pipe outfalls at Cochichewic Brook, sediment basins and some drain inlets. �CtIDFIFLD 13ROTURS E\GI\h:E RI\ ; SCH\P.l I�G PLAN\I\G EMMKIMEM MEMMOMMEMEM lls had minimal cloudiness The areas at the pipe outfa from the outfall near rChicckerin Parrino Chickering Road during mentioned that she had noted a cloudy discharge ect. her inspections of the nearby sewer installation work functioned with the drain sy temr adnd King showed Ms. Parrino how the sediment basin facilities the expected system performance. INSPECTION SUMMARY 1. Sediment control barriers around the perimeter of the current work are 09/02/03 — Carried forward from previous reports: a small pile of sediment and beyond the barrier needs to be removed (postscript: this sediment at the easterly outfall to Coclucheivick Brook). Asmall e north side of the�ce rubble road entering the overtopped the sediment barrier school property from Osgood Street needs to be removed. 09/09/03 — Items mentioned above need to be addressed. A silt fence was installed along Chickering Road in preparation for the regrading work in that area 09/16/03 —The sediment barrier with stone filter at the easterly outfall to Cochichewick Brook needs to be repaired to restore its function. It appears that some runoff flow from the parking lot is bypassing the protection. This was noted by Julie Parrino. The new silt fence along Chickering Road appears adequate at this time. No locations No additional haybales at this installation are appear to receive concentrated flow. necessary at this time. 2. Loam stockpile area in the northern portion.of the site: 09/02/03 —The contractor has screened �lOnce operations bons have ceased the he process of moving it to several areas of the site loam stockpile area needs to be re-secured with sediment barrier. 09/09/03 — Same as previous report. 09/16/03 — Same as previous report. 3. Ordinary borrow stock ile area in the northern portion of the site: . 09/02/03 —(Continued from previous geed ) afire The sediment that got beyond e re been pushed over by sediment and r p the barrier is contained on site. 09/09/03 — Items mentioned above need to be addressed. 09/16/03 — Items mentioned above need to be addressed. 4. Main entrance gate near trailers: . 09/02/03 —The area was in good condition. . 09109103 —The area was in good condition. . 09/16/03 —The area was in good condition. �I 20217 DiMsco Design Partnership Inspection Report No. 92 — — --- Page 2 September 24, 2003 ____ °oSCH()YIELD BROTHERS F:\G1____ E�F'•KI_N(_tilK\Elf (. F'L.kVV1\(. loom 5. Southern emer enc entrance: 09/02/03 —The area was in good condition. 09/09/03 —The area was in good condition. ® 09/16/03 —The area was in good condition. 6. Catcl"ns: ins subjected to sediment-laden runoff should be protected 09/02/03 —The catch bas with filter fabric. 09/09/03 — Same as previous report. 06/16/03 — Same as previous report plus the installation of the concrete curbs has re uired adjusting and securing of the catch basin frames and grates and re- required of the filter fabric protection b eJu a Phrrinocas needing the nnorthwest corner of the building was noted Y immediate attention. 7. Sediment basins and outlet structures: 09/02/03 — Continued from previous reports: The haybale barrier just south oft the ted with additional p s illway at Sediment Basin 43 needs to be supplemen haybales. Sediment needs to be removed from the middle section of the swa e running along the retaining wall. to be 09/09/03 —Items mentioned above pediment Basin In addition, excess S sediment should be removed from 09/16/03 —The Items mentioned above need to b te addressed. attention t de the expected ilt fence section mentioned above need immediate heavy rains from Hurricane Isabea The ears t abetproperly.l temporary functioning retaining wall has been cleaned an pp g. Other erosion control items. 09/02/03 — Continued from previous or drain A small gull needs repair.to small mount of sideslope above the stone interceptor sediment observed on the grass shoulder beyond the west side security fence needs to be removed. 09/09/03 —The small gully mentioned above needs repair. 09/16/03 —The small gully mentioned above needs repair. 9. Other drainage structures: interceptor drain should be cleared of sediment an 09/02/03 —Eventually, the stone stone should be replenished. 09/09/03 — Same as previous report. 09/16/03 - The installation of the concrete d i needs to be clew rts if the ed interceptor swale and Catch Basin 43, E co Design Partnership Page ction Report No. 92 mber 2.1, 2003 co 10 Wetland replication areas: 09/02/03 —Nothing to report. 09/09/03 — An inspection with the Conservation Commission is scheduled for 9/16/03. ® 09/16/03 — Julie Parrino, Conservation Administrator, inspected the Wetland Replication Areas with Fred King and the site contractor and the As-Built Plan was reviewed. She will prepare a report to the Conservation Commission with her recommendations. 11. Impermeable barrier and easterly embankment: 09/02/03 —Nothing to report. 09/09/03 —Nothing to report. 09/16/03 —Nothing to report. 12 DewateriM 09/2/03 —No dewatering operations were observed. 09/9/03 —No dewatering operations were observed. 09/16/03 —No dewatering operations were observed. 13. Truck Washing Area: 09/02/03 — Continued from previous reports: the basin needs cleaning. 09/09/03 —Item mentioned above needs to be addressed. 09/16/03 —The basin has been cleaned and was being used during the inspection. 14. Dust Control: 09/02/03 —Dust was not an issue during this inspection. 09/09/03 — Dust was not an issue during this inspection. 09/16/03 — Dust was not an issue during this inspection. 20217 DiNisco Design Partnership nspection Report No. 92 Page 4 September 24, 2003 — EDED ,==SCHOFIELD BROTHERS ENGINEERING • 5LR� FY'ING PLANNING 20217 Schofield Brothers of New England,Inc. I 1071 Worcester Road Framingham,MA 01701-5298 To: Mr. Rick Rice 508-879-0030 1-800-696-2874 DiNisco Design Partnership FAX 508-879-1797 87 Summer Street Boston, MA 02110 Cc.: North Andover Conservation Commission North Andover Planning Board From: Bert Corey, Project Engineer ot" Date: September 12, 2003 Re: North Andover High School (20217) INSPECTION REPORT Inspection No.: 91 Date of Inspection: September 9, 2003 By: Bert Corey INTRODUCTION The purpose of these inspections is to observe and review the project work relative to compliance with the Orders of Conditions issued by the North Andover Conservation Commission and the Special Permit issued by the North Andover Planning Board with respect to sediment and erosion controls, limit of work compliance, and stormwater management issues. For reference, the Orders of Conditions issued for the project include: • DEP File No. 242-1045: Issued 2/21/01 • Planning Board Notice of Decision: Issued 5/14/01 Please contact Bert Corey or Fred King at Schofield Brothers of New England, Inc. if you have any questions regarding the information contained in this report. The items needing attention mentioned in previous reports were carried forward and were reviewed with the site contractor. The shoulders of the new access road were fine graded and receiving a hydroseed application. A silt fence was installed along Chickering Road and the grading work along the west side was underway. The landscape contractor was completing the wetland buffer zone plantings. SCHHTIELD BROTHERS e11111FF ui�c • �ru�F:ti i�c • ri.a��uc INSPECTION SUMMARY 1. Sediment control barriers around the perimeter of the current work area: • 09/02/03 — Carried forward from previous reports: a small pile of sediment beyond the barrier needs to be removed. A small amount of dirt and rubble that overtopped the sediment barrier on the north side of the access road entering the school property from Osgood Street needs to be removed. • 09/09/03 — Items mentioned above need to be addressed. A silt fence was installed along Chickering Road in preparation for the regrading work in that area. 2. Loam stockpile area in the northern portion of the site: • 09/02/03 —The contractor has screened and stockpiled loam in this area and is in the process of moving it to several areas of the site. Once operations have ceased, the loam stockpile area needs to be re-secured with sediment barrier. • 09/09/03 — Same as previous report. 3. Ordinary borrow stockpile area in the northern portion of the site: • 09/02/03 —(Continued from previous reports) There are several sections that have been pushed over by sediment and need repair. The sediment that got beyond the barrier is contained on site. • 09/09/03 — Items mentioned above need to be addressed. 4. Main entrance gate near trailers: • 09/02/03 —The area was in good condition. • 09/09/03 —The area was in good condition. 5. Southern emergency entrance: • 09/02/03 —The area was in good condition. • 09/09/03 —The area was in good condition. 6. Catch basins: • 09/02/03 —The catch basins subjected to sediment-laden runoff should be protected with filter fabric. • 09/09/03 — Same as previous report. 7. Sediment basins and outlet structures: • 09/02/03 — Continued from previous reports: The haybale barrier just south of the spillway at Sediment Basin #3 needs to be supplemented with additional haybales. Sediment needs to be removed from the middle section of the swale running along the retaining wall. 20217 DiNisco Design Partnership Inspection Report No. 91 Page September 12, 2003 2 �SCIIOFIELD BR®'nIERS F.`GIVEP:RI�G SI_H%E}LNG . PLANNING mom= 0 09/09/03 —Items mentioned above need to be addressed. In addition, excess sediment should be removed from Sediment Basin #3. 8. Other erosion control items. 09/02/03 — Continued from previous reports: A small gully that formed in the sideslope above the stone interceptor drain needs repair. A small amount of sediment observed on the grass shoulder beyond the west side security fence needs to be removed. ® 09/09/03 — The small gully mentioned above needs repair. 9 Other drainage structures: 09/02/03 —Eventually, the stone interceptor drain should be cleared of sediment and stone should be replenished. 09/09/03 — Same as previous report. 10 Wetland replication areas: 09/02/03 —Nothing to report. 09/09/03 — An inspection with the Conservation Commission is scheduled for 9/16/03. 11. Impermeable barrier and easterly embankment: 09/02/03 —Nothing to report. 09/09/03 —Nothing to report. 12 Dewatering: 09/2/03 —No dewatering operations were observed. 09/9/03 —No dewatering operations were observed. 13. Truck Washing Area: ® 09/02/03 — Continued from previous reports: the basin needs cleaning. 09/09/03 —Item mentioned above needs to be addressed. 14. Dust Control: 09/02/03 —Dust was not an issue during this inspection. 09/09/03 —Dust was not an issue during this inspection. 20217 DiNisco Design Partnership Inspection Report No. 91 page 3 September 12, 2003 HP Fax K1220 Log for Schofield Brothers 5088791797 Sep 12 2003 3:42pm Last Transaction Date Time Type Identification Duration Pages Result Sep 12 3:41pm Fax Sent 16174261457 0:59 4 OK 'E7�="SCHOYIELD BROTHERS ENGINEERING • SURVEYING PLANNING h Schofield Brothers of New England, Inc. 20217 1071 Worcester Road Framingham,MA 01701-5298 508-879-0030 To: Mr. Rick Rice 1-800-696-2874 FAX 508-879-1797 DiNisco Design Partnership 87 Summer Street Boston, MA 02110 Cc.: North Andover Conservation Commission North Andover Planning Board From: Bert Corey, Project Engineer Date: September 8, 2003 Re: North Andover High School (20217) INSPECTION REPORT Inspection No.: 90 Date of Inspection: September 2, 2003 By: Bert Corey INTRODUCTION The purpose of these inspections is to observe and review the project work relative to compliance with the Orders of Conditions issued by the North Andover Conservation Commission and the Special Permit issued by the North Andover Planning Board with respect to sediment and erosion controls, limit of work compliance, and stormwater management issues. For reference, the Orders-of Conditions issued for the project include: • DEP File No. 242-1045: Issued 2/21/01 • Planning Board Notice of Decision: Issued 5/14/01 Please contact Bert Corey or Fred King at Schofield Brothers of New England, Inc. if you have any questions regarding the information contained in this report. The site was essentially in the same condition as reported last week. The curbing installation continued and topsoil was being applied at several shoulder areas. The contractor is anticipating work along the west side of the site, which will include final grading along the shoulder of the haul road and the existing embankment along Chickering Road. A sedimentation barrier is required prior to the start of this work as shown on the plans. There were no new issues. SCHOFIELD BRU HERS F.NcuF ERI,Nc SI R\I1 I.AG • PLANNING INSPECTION SUMMARY 1. Sediment control barriers around the perimeter of the current work area: ® 09/02/03 — Carried forward from previous reports: a small pile of sediment beyond the barrier needs to be removed. A small amount of dirt and rubble that overtopped the sediment barrier on the north side of the access road entering the school property from Osgood Street needs to be removed. 2. Loam stockpile area in the northern portion of the site: ® 09/02/03 —The contractor has screened and stockpiled loarn in this area and is in the process of moving it to several areas of the site. Once operations have ceased, the loarn stockpile area needs to be re-secured with sediment barrier. 3. Ordinary borrow stockpile area in the northern portion of the site: • 09/02/03 — (Continued from previous reports)There are several sections that have been pushed over by sediment and need repair. The sediment that got beyond the barrier is contained on site. 4. Main entrance gate near trailers: • 09/02/03 —The area was in good condition. 5. Southern emergency entrance: • 09/02/03 —The area was in good condition. 6. Catch basins: • 09/02/03 —The catch basins subjected to sediment-laden runoff should be protected '.... with filter fabric. 7. Sediment basins and outlet structures: • 09/02/03 — Continued from previous reports: The haybale barrier just south of the spillway at Sediment Basin #3 needs to be supplemented with additional haybales. Sediment needs to be removed from the middle section of the swale running along the retaining wall. 8. Other erosion control items. • 09/02/03 — Continued from previous reports: A small gully that formed in the sideslope above the stone interceptor drain needs repair. A small amount of sediment observed on the grass shoulder beyond the west side security fence needs to be removed. 20217 DkVisco Design Partnership Inspection Report No. 90 September 8, 2003 _ Page 2 °c�SCHOFULD BROTHERS ENGINEERING 51 k\EV ING PEA]AING BEEN= 9. Other drainage structures: • 09/02/03 —Eventually, the stone interceptor drain should be cleared of sediment and stone should be replenished. 10. Wetland replication areas: ® 09/02/03 —Nothing to report. 11. Impermeable barrier and easterly embankment: • 09/02/03 — Nothing to report.ate 12. Dewrina; • 09/2/03 —No dewatering operations were observed. 13. Trick Washing Area: • 09/02/03 — Continued from previous reports: the basin needs cleaning. 14. Dust Control: • 09/02/03 — Dust was not an issue during this inspection. 202/7 —j DiNisco Design Partnership Inspection Report No. 90 September 8, 2003 Page 3 Municipal Building Consultants, Inc. Nov. 13, 2003 To: Louis Minicucci, Chairman North Andover School Building Committee C/O Paul Szymanski 675 Chickering Road N. Andover, MA 01845 Re: North Andover High School—Project Report Nov. 13,2003 CC: N. A. Planning Board From: Pat Saitta 1. Permits: 8/07/03 Resolution of Con Com issue i.e. replication"as built", is in progress. Fred King is in communication with the town Con Com officer. 9/11/03 "As Built" replication drawing was prepared by Schofield Bros. Engineering and submitted to N. A. Con Com. 10/9/03 Awaiting Con Com officer letter that items previously noted have been resolved. 11/13/03 Resolution is being finalized. 2. Project Meetings: Construction meetings are being held weekly at 1:00 p.m. on Tuesdays and are being conducted in a professional and co-operative atmosphere. Issues emphasized at recent meetings: - Academic substantial completion - Completion of roof edge flashing wall and panels in all areas - MEP system startup and testing - Completion of out of sequence work - Technology work schedule 1 200 Sutton Street,North Andover,MA 01945 Tel: (978)686-5766 . Fax: (978) 685-2357 3. . Work in Progress: Locker installation Rough fire protection Erosion protection maintenance Light fixtures Ductwork Terazzo floors Rough Plumbing Metal panels Roof membrane & flashing Acoustic grid Miscellaneous metal Painting Fire taping& safing Millwork Gypsum board & insulation Casework VCT flooring Finish carpentry Ceramic the Equipment start up Technology wiring Toilet partitions Casework Sidewalks MEP finish 4. Change Proposals: 11/13/03 Proposed change orders (PCO's) continue to be solicited and reviewed. (See attached change order log). Athletic field up grade plans, Option 43,have been finalized for submission to the contractor for pricing. C.O. #10 has been reviewed and will be submitted to the committee for approval. 5. Schedule: Contract Completion Dates Phase I—new school 7/15/04 Phase II—Demo and site 5/5/05 NOTE: Contractor has furnished a letter dated 11/6/03 confirming their commitment to provide for final occupancy of the building by 2/16/03. Anticipated 1Llpcoming Milestones_: Target Substantial Completion Major construction (all but Auditorium 1/1/04 & TV studio) Major construction (Auditorium 1/20/04 & TV studio) 1/23/04 Inspections & certifications 1/23/04 Major punch list items 1/30/04 Occupancy permit 2 Contractor has submitted the required updated schedule dated October 2003. The proiect continues to maintain apace consistent with the early elivery of the new building. t 6. Technology cabli g and telecommunications systems 4/10/03 Technology wiring contract has been awarded to ESCOA with work onsite to commence shortly. 5/8/03 ESCOA commenced wiring work this week. 7/9/03 Work is in process. 8/7/03 Work continues in progress. 9/11/03 Work continues in progress. 10/9/03 A technology meeting was held on Friday 10/03 with ESCOA to expedite their progress to maintain Calahans overall schedule. Accommodations were made. 11/13/03 Work is in progress. 7. Commissioning: 4/10/03 Commissioning contract has been awarded to R. D. Kimball Co., Inc.. A pre commencement meeting occurred onsite 4/1/03 with work to commence immediately. 5/8/03 Integrated software has been procured and R. D. Kimball is actively involved in document review and action plan preparation. 7/9/03 Commissioning work is in process. A co-ordination meeting was held on 6/10/03 with an additional meeting scheduled for July 22, 2003. 3 8/7/03 Additional co-ordination meeting was held on 7/22/03 with functional test reports reviewed along with schedule. 10/09/03 O &M manuals and Commissioning meeting was held on 9/30/03 and test forms, test schedules reviewed. Testing and start ups witnessed to date; ejector pumps, generators and roof top air handling. 11/13/03 Committee meeting was held on 11/11/03 with testing schedules and submittals reviewed. (see attached). 8. FF&E: Delivery commences November 20, 2003 Installation complete January 15, 2004 (approximately) 9. Athletic Field Modifications: 9/11/03. Site plan modifications to accommodate the proposed field revisions will not require technical review committee approval. Town department input will occur during the planning board process. (See DDP memo 8/4/03). 10/9/03 The Building Committee directed that the revised field layout includes a softball field located on the parcel adjacent to Prescott and that the lower athletic field adjacent to the entry road be re-graded to accommodate a future softball field. The drawing s are being finalized for submission to the Con Com for approval and the contractor pricing. 11/13/03 Conservation Commission meeting was held on 11/5/03. The Commission will handle the changes as an Administrative process, with no re-filing. Pricing of the site portion is in progress. 4 N. Andover High School 11/13/03 PCO# DESCRIPTION SUBMITTED STATUS CO AMT PROPOSAL CO#1 $ 107,037 1 Floor contractor substitute ---- CO#2 2 Sanitary line 3 Site phasing 4 Seepage inlet CO#3 $ 1,618 5 Video survey of drain °' CO#6 $ 11,938 6 Steel revisions CO#2 $ 26,273 7 Sub drain piping CO#2 $ 20,315 8 Unsuit replacement --- CO#5 $ 10,448 g Misc HVAC CO#3 $ 45,248 10 Unsuit soil &drain --- --_ 11 Roof power east CO#5 $ 25,076 12 Language lab electric CO#3 $ 5,304 13 Paint parking lines ------ CO#3 $ 47,775 14 Unsuit soil#2 CO#3 $ 26,331 15 Unsuit soil#3 VOID 16 Framing 0-stairs CO#5 $ 5,967 17 Consumer science power . CO#6 $ 9,430 18 Metal plate (ED mech screen CO#5 $ 86,318 1 g Unsuit soil 0-water '-' CO#6 $ (3,796) 20 Delete M.H. CO#6 $ 2,672 21 Auditorium truss brace CO#6 $ 2 313 22 Auditorium beam revision Not received 23 Roof drain piping Not received 24 Plumbing change gy owner --- 25 Elec.transformer& poles --- CO#5 $ 3,312 26 Condensate pipe rev In review 27 Ext light fixtures $ (3,261) CO $ 7 655 28 Locker additions CO� $ 28,580 2g Unsuitable replacement#4 CO#9 30 Relocate power&data Not received 31 Auditorium stage found CO#6 $ (7,131) 32 HVAC elec revisions CO#9 $ 5,666 33 Parking sub drain CO#6 $ 1,596 34R1 Relocate electric panel CP-1 CO $ (16,125) 35 Electric service credit CO#5 $ 2,030 36 Relocate data outlets Not received 37 Parking lot upgrade Not received 38 GWB ceil Q, elec room Not received 39 Parking lot wet base Not received 40 Greenhouse galvy angle CO $ 3,459 41 Stl mods�cD canopy drain CO#7 $ 47,394 42R1 Parking lot drainage Not received 43 Smoke detectors CO#9 $ 37,339 44 Gym dividers (4) CO#7 $ 34,822 4581 Gang toilet ceilings CO#5 $ 9,325 46 Unsuit re lacement#5 Page 1 PCO# DESCRIPTION SUBMITTED STATUS CO AMT PROPOSAL 47R1 Elec reverse RM 3052 CO#7 $ 8,108 48 Aud ceiling 49 Roof insulation substation CO#5 $ (22,800) 50 Curtain wall frames CO#6 $ 1,778 51 Trainer#1141 CO#7 $ 11,811 52 Ceiling clarifications 53 3rd fir window CO#6 $ 333 54 Lt coves @ academic halls 55 Revise catwalk framing CO#7 $ 2,660 5682 Telecom revisions CO#7 $ 8,463 57 Remove plumbing chase 58 Moveable multi part CO#6 $ 8,030 59 Speaker back boxes CO#9 $ 9,691 60R1 Rev light fixtures CO#7 $ 3,968 61 Repair temp fence CO#7 $ 4,935 62 Delete electrical 63 Add[fire dampers C0#7 $ 4,116 64 Curved roof change CO#6 $ 132,450 65R1 Add lights to lecture hall CO#7 $ 1,187 66 Piping connection to structure $ 5,037 In review 67 Terrazzo flooring CO#8 $ 434,740 68 Locker addition 69 Sprink at stairs 70R1 Locker relocation CO# 10 $ 6,547 71 R1 Hand recognition access $ 13,276 In review 72 Basket ball shot clock $ 8,446 In review 73 Kitchen wall finish 74 West wing gas detectors $ 16,789 In review 75R2 Auditorium the CO# 10 $ 31,988 76 HM window in office co#9 $ 1,189 77 Lam control c@ control booth CO#7 $ 1,694 78 Replace wet land plants CO#9 $ 2,004 79R1 Hall of Fame display CO #10 $ 16,069 80 Circulation pump on water CO#9 $ 1,587 81 Haul road upgrade CO#9 $ 9,575 82R1 Add F42 fixtures $ 4,119 In review 83 Bay windows 84 Sports floor color CO#7 $ 2,605 85 Spectra glaze upchg CO#7 $ 2,869 86R1 Mill work changes CO#10 $ 25,515 87 Main Street light mounts 88 Repaint ;ibrary areas CO#7 $ 1,592 89 Receptical in Science 3073 90R1 _ Main Street revisions $ 5,760 R R 91 Weathervane points CO#9 $ 977 92 South drive boulder $ 1,959 In review 93 Cafe bay window CO#9 $ 1,590 94R1 Add'I classrm storage cab JCO# 10 1 $ 37,945 Page 2 PCO# DESCRIPTION SUBMITTED STATUS CO AMT 95 Change library light fixture PROPOSAL CO#9 $ 2,522 96R1 Kitchen light fixture $ 5,032 review In In revi evi $ 8,686 9781 Fitness counter 98 Admin.Area revisions 99 Electric panel DP9 revision $ 888 R & R 100 Ticket revisions 2 782 In review 101 Remove gas valves � 3501 Rejected 102 Chem prep room , CO#9 $ 2,872 103 Gym gates 104 TV studio doorbell 130# 10 $ 2,063 105 Kiln hood revisions 106 F44 fixture credit 2,256 In review 107 Revise speaker boxes $ 108 Emergency power c boiler rm CO# 10 $ 3,572 109 Fence &striding CO#10 $ 1,040 110 Custom light fixtures 111 Delete staff mail boxes 60,163 In review 112 Provide appliances $ CO#10 $ 915 113 Fold partition support CO#10 $ 12,558 114 Admin. Mailboxes 261 Rejected 115 Room 3071 material $ 3,826 In review 116 Water mixing valves $ 117 Insulation of sinks 118 Terrazzo seals $ 12,385 In review 119 Snow guards 120 Window c0#10 121 Wrap cupola CO#10 $ 1,303 122 Move H.C. ramps Rejected 123 Stair#2 &#soffit 2 450 In review 124 Auditorium light fixtures $ 125 Relocate ventilation 126 Control booth wall CO#10 127 Revise H.C. sinks $ 2 598 In review 128 Extend EPDM 14,270 In review 129 Unsuitable mat removal $ 1,785 In review 130 Remove south lot boulder $ TOTALS $ 164,322 $ 1,391,295 I Page 3 Change Order N P"14' d a r c h i t e c t s a n d p I a n n e r s S7 Summer Street Boston NIA 02110 Project: NORTH ANDOVER C.0. No. 10 Distribute To: HIGH SCHOOL Owner North Andover, MA Date 11/10/03 Architect To: John T. Callahan & Sons, Inca Architect's 99-430,0 Contractor F1 80 First Street Project No. Field P.O. Box 397 Bridgewater, MA 02324 Contract Date 02/19/02 Other E Attn: V. Phillip Briselli You are directed to make the following changes in this Contract: COST DAYS 1 . Locker relocation and addition (PR#28, WO#30R1, PCO#070R1) $6,547 2. Add Tile at Auditorium (WO#68,PCO#075) $31,989 3. Hall of fame displays (PR#25, PCO#079) $16,069 4. Miscellaneous millwork upgrades (PR#28,PCO#086R1) $25,515 5. Provide additional classroom storage cabinets (PR#32,PCO#094) $37,945 6. Add fitness counter (PR#33,PCO#097R1) $8,686 7. Additional work related to Kiln hood revisions (WO#57,PCO#105) $2,063 8. Relocate temporary fence and gate for NASD use (WO#60,PCO#109) $3,572 9. Custom light fixture revisions (WO#62,PC0 4110) $1 ,040 10 Additional supports for folding partition (WO#63,PCO#113) $915 11. Locking administration, mailboxes (PR#37R1,W0#65,PCO#114R1) $12,518 12. Completely wrap Cupola (WO#67,PCO#121) $1,292 13. Move handicap ramps (WO 466,PCO#122) $1 ,303 14. Revise HP sinks per SKA-278 (FO#181,PCO #127) $2,172 15. Credit for floor material provided by NA school dept. (attached letter) -$3,667 $147,959 Not valid until signed by both the Owner and the Architect. Signature of the Contractor indicates his agreement herewith, including any adjustment in the Contract Sum or the Contract Time. $38,303,000 The original (Contract Sum)was . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Net change by previously authorized Change Orders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31,239,632 The (Contract Sum) prior to this Change Order was . . . . . . . . . . .. . .. . . $39,542,632 $147,959 The (Contract Sum)will be (increased) by this Change Order . . . . . . . . . . . . . . . . . . . . • • • • . • . . . . . $39,690,591 The New (Contract Sum) including this Change Order will be . . . . . . . . . . . . . . . . . . . . . . . • • • . . . . The Contract Time will be changed . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 days The Date of Substantial Completion as of the date of this Change Order therefore is . . . 07/15/2004 - 5/15/2005 DiNisco Design Partnership, Ltd. John T. Callahan& Sons. Inc. Town of North Andover ARCHITECT CONTRACTOR OWNER 87 Summer Street 80 First Street School Building Committee P.O. Box 397 675 Chickering Road Boston, MA 02110 Bridgewater MA 02324 North Andover, MA 01845 BY BY BY DATE DATE DATE u4JVV4/ VU4 Jur-1N I . L:HLLRHRN & SONS NO.719 D001 I� - !1 Construction Managers General Contractors Design-$udders i Pral Number 7l I O coruons3truct 1 i 17 corconsFP Ei ,>GorConePtumb ' ; t7 CorConstiVAC November 6,2003 : o corconsSec l o Corcons --_ S (;,contractor Yr3 GorO'+ner DiNisco Design Partnership, Ltd. 87 Summer Street Boston,MA 021110 Fax: 617-426.1467 Attu:Richard N.Rice Re: North Andover High School Dear Mr.Rice: In response to request, we confirm our commitment to provide for the Final Occupancy of the complete Building by February 16,2004. We continue to anticipate the completion of all Carpentry,Construction lring, and PuDecember c st Work. 2003,2003,with the exception of selected Electrt , Electrical Activities will be sequenced to complete at the Auditorium, TV/Radio Room, and ` Exterior Areas. Finlsh Carpentry will be sequenced to complete at Connector Hail and I Auditorium.Flooring vrill be limited to Terrazzo Work. Please advise of any further question or concem. Regard I � Phil Briseili Project Manager pa rnm CC: M.Callahan 4602 HO 4582 JB Via:Fax Wail � G:Projedd4682n�nd?dt3irnlarch/11-5.03 f MA 02324 P: (50$) 697-9300 F: (508)697-9307 Corporate Office: 80 First Street, Bridgewater, 4qQ 0466 F:(407)444-6366 Regional Office: 735 Primers Boulevard,#200,Lake Mary, FL 32746 P: (407) www.�cellahan.com NORTH ANDOVER HIGH SCHOOL North Andover, MA Furniture & Equipment Estimated Delivery Dates 17 October 2003 Supplier ETA of F&E Location of Furniture & Equipment Mega Medical 17 Dec Art Classroom, Admin (Nurse), Gym (Trainer) N.E. Office Supply 08 Dec Admin Offices, Classrooms Robert H. Lord 20 Nov Classrooms, Library & Admin School Furnishings 25 Nov Cafeteria 12 Dec Library School Specialties 24 Nov Art Classroom WB Mason 01 Dec Classrooms, & Admin (Storage Rooms) 21 Nov Library Midwest Technology 17 Nov Basement, Technology Classrooms Gordon Music 20 Nov Music Rooms M. Steinert & Sons 15 Dec Music Rooms, Auditorium Fuller & d'Aibert 01 Dec Art Classrooms Dick Blick Art 24 Nov Art Classrooms Sheffield Pottery 01 Dec Art Classrooms 3M Library Systems 01 Dec Library 99430.0 CorCont 102 commissioning 2 3 ENGINEERS Contractor's Test Log Project-Name: North Andover High School Project Number: 23134.00 Date: Rev 10/21/2003 Projected Contractor(s) Test Date Results On Equipment/ Spec Section Responsible Comments: System Reference Start File(YIN) For Test (09/30/03) Sewer Ejectors 15401 2.2tKh Well 2-Oct-03 Yes — On hold pending wiring interface Water Heaters 15401 2.2Z resolution On hold pending wiring interface pH Neut System 15401 2.2resolution Cast Iron HW Boilers 15501 2. Scheduled date Start-ups in process-RTU-5&7 Roof Top A/C Units 15501 2. and refri on RTU-1&2 Air Cooled Chiller 15501 2.33 Trane On hold pending weather Variable Speed Drives 15501 2.37 McQuay/Others 27-Oct-03 Pump VFD's — Heat Recovery Units 15501 2.39 HeatTech Nov-03 In 2-3 weeks Se 03 In process Central Air Handlers 15501 2.44 PAcQuay p Point To Point Check out in ATC 15501 2.46 JCI Nov-03 process. Systems mid Nov. Lighting Control Relays 16101 2.21 Dec-03 To Be Scheduled Switchgear Acceptance Tests Main Secondary SWBD 16101 2.22 Dec/Jan per 16101 3.09 Start-up in process _ Emergency Generator 16101 2.23 S-M Sep-03 Load Test 10/3/03 To Be Scheduled Start-up in process Auto Transfer Switch 16101 2.24 S_-M Dec/Jan Part of Pull-the-Plug Test -- Demonstration 16101 3.1013 AVM!demo by 10/30/03 Intrusion Alarm System/FACP 16101 3.10 — Oct-03 SW demo Dec Simplex — _ _Gymnasium Scoreboard 16101 3.12 Dec-03 - --- Gym Shot Timers 16101 3.13 TBD Not released et —_ Master Time Clock 16101 3.16 Simplex Dec-03 --- N Studio Lighting 16101 3.19 _ _ _—___ Dec-03 ---- Dnrrg 10.3.13 End of Nov. Local Sound Systems & 10.3.14 _ Simplex — Nov-03 _ ---Site Lighting Control Drwg 10.1_6 Dec-03 — — Final Adjustment and Acceptance _— Auditorium Sound 16800 3.06 Dec-03 Tests 16800 3.07_ Final Adjustment and Stage Li htin 16900 Dec-03 Acceptance Tests North Andover High School RDK Engineers, Inc. k- oa,Zd nn _ 10/21/2003 111111 IN ffi Andover,MA Richard D.Kimball Company,Inc. P 978-475-0298 Boston,MA 200 Brickstone Square F 978-475-5768 LoAndover,MA 01810-1488 W www.rdkengineers.com ENGINEERS MEETING AGENDA DATE: November 3, 2003 MEETING DATE: NOy. 20, 2003 TO: Paul S manski, North Andover Public Schools FROM: Bill Sousa, RDK SUBJECT: Commissioning CMMS Status Meeting PROJECT NO.: 23134.00 INVITEES COPIES TO Paul Szymanski, NAPS Pat Saitta, MBC Vill Valentino, NAPS Rick Rice, DDP Howie McKew, RDK Bill Sousa, RDK Bill Fahey, InterPro AGENDA: CMMS Status—Work Package Planning I Review of Current CMMS/Maximo Status e Completed items In process items ® Overall schedule 2 Work Package Development Strategy • In-house tasks versus contracted tasks— How to make the decision? • Package scope -what should it contain? • Breakdown by trade/contract? • Package structure —what information is needed? • Prioritization of equipment—What basis will be used? 3 Time Line ® When will NAPS assume maintenance responsibility? ® Work Package timing/duration alternatives. 4 RDK Maintenance Management Support Service. 5 Program Enhancements Discussion ® Room by room database. Additional sites—Strategy to add to database. 6 Wrap Up Review Tasks ® Next Steps ® Next meeting Page 1 of 1 C:\TEMP\Meeting_Agenda_CMMS_Status 200311XX.doc '•,l �A�tst r pntLd � 0 FIN . JIw MIN LL �4 uj Q t' I Y Y� ♦ �� M TJF L f W p�p G 0 d 3 c! ra C O ® f' C d g! Q C i c w a a f L C U ti tL C1 I u tia U z z _ _ 32 U U 10 3 R d G o u w w w W W .+n ran tri •n.i r•TMrTOOOJCT CKII-IC KlWLIW-17W) I t,:;Lni JT!C'T C'61G17iG1T/TT r EL T ( '• I fie, S 1. i� t t•. (• { _ r� k IF N � t,"r, !i �t .t•7t� 1 rr•�h A�ts th. t. t+`•� � �: u! .G T ���}ir4 ntnrl�i. y j i E S ..,,� i :'�'�Q �Ar� •r L1.1 � R F .,Yf u � , fig& ''�; r � +.i�4 �{�� �`•�� r t�d �'i;�r: _ir�.,�••'„C•'; �� •:at�: .I�aI.iJ• y..vd S i '7R' ,n -r � I 1 x SII G Iii 1 1 w JI I' w O co G d 2 r (] L p I i I d m 5 U t 4 E a I c I ct- o0 E CL = Y CL o� `R s r � T ryY 4'k aa tlrN.!S �^ 7 s. N O •v"•i�t";i b' /�/�y L P -• to LU FT x s r ' F 14" ROE cn g l tu, > $ I= O N o 0 U ZI cy_ O x m Z z m W LL � r U Q e x 1 ? LL W C 1_ Actual Actual Total Early Activity Ortg Rem Updated °�° Start Early Start Finish Float Ftnfsh Activity Dur Dur RD/°k Comp Description yam: A .L ::,,116G�lVNiF.v £.•°_�''�`3`r'''�G�±:RAt$'�.. =1, k - �;::✓ 49 150 BUILDING ELECTRICAL OPERATIONA 0 0 2 0 0 130CT03 145 BOILER ROOM !HEAT OPERATIONAL _0 31 DEC03 I � � 0 0 0 3265 OCCUPANY 182, 182• 0 01JAN04 130JUN04 110 (SCHEDULE RECONCILIATION I !0 15 0 0 01JUL04' 115 PHASE 1 COMPLETE!PhIlki I 0 BEGIN 0 p 01SEP04' 120 PHASE 2A FINISH I PHASE 2B BEGIN 0 0 0 0 , 0 08JUN05' 170 (PHASE 2B COMPLETE sitEWORK PHASE 1 Ig lljl SOUTH AREA 15 15 0 305EP03 200CT03 3115 BOULDER RETAINING WALL -2 COMBINED BUILDING 87 25AUG03A 010CT03 I25AUG03 3105 CONCRETE PAVING AND FLATWORK 15 2 -2 i 87 25AUG03A 010CT03 25AUG03 � 3 i 10 ,SITE IMPROVEMENTS 15I 2 15 2 87 25AUG03A 010CT03 I25AUG03 ! .2 30°' 3135 LOAM @ BUILDING I I .2 10 1 90 29SEP03A 020CT03 129SE03 P 3270 (LAWN @ BUILDING I 415 20I 0 ! 3145 (PLANTING @BUILDING 20 30SEP03 270CT03 I -2 0 OI I 0 020CT03 I I 3330 SITE COMPLETE FOR SEPT 2003 SCHOOL YEAR SITEwoRK PHASE 2 10 OWNER VACATE PREMISES 10 10 I 0 01JUL04 15JUL04 3150 (OWNER VACATE BUILDING I 16 5 5 I I 016JUL04 22JUL04 i 3160 (TERMINATE UTILITIES 10 016JUL04 30JUL04 I I i 11 11 0 3155 i PERIOD OF MUNICIPICAL USE 10 10I 016AUG04 27AUG04 3175 !(SITE DEMOLITION I 0 20I 20 0 16AUG04 13SEP04 !I 3165 IABESTOS ABATEMENT I 0 3170 BUILDING DEMOLITION 30 30 0 30A G04 110CT04 348 COMPLETE PLAYING FIELDS&PARKING 15 5 67 62SEP03A 080CT03 IO2SEP03 3245 'CONCRETE WALKS&PAVEMENT @ I 27SEF04 26 LOWER FIELDS 15 15 0 07SEP04 3180 SITE FILL @ CABION WALL II 26 PARKING 10 10 0 28SEP04 110CT04 26 I 3195 1'STORM DRAIN @ I 10 10 0 120r–'1 0a 25 T04 3200 !WATER SERVICES @ PARKING 0 20 20 I 0120CT04 08NOVO4 I 3185 01NOVO4!SITE FILL @ FIELDS I I 26 5 5 0 260CT04 3215 (BASE @ PARKING I I I 26 2 2 0 02NOVO4 03NOVO4 3220 (PAVING BINDER @ PARKING I 6 5 5 u 04NOVO4 10NOVO4 3225 FINISH PAVING I 0 30 30 0 09 o4 20DEC04 3190 STORM DRAIN MAINS&BASINS —I 04 26 2 2 0 11 OVO4 12NOV 3226 PAVEMENT STRIPING I I 26 0 10 015NOVO4 3240 SITE IMPROVEMENTS @ LOVER 1 26NOVO4 FIELDS NA17 15MAR02 Early Bar N.A Start Date 08JUN05 Progress Bar FL, Finish Date 30SEP03 Critical Activity Data Date 08OCT0317;15 Run Date Activity Orig Rem Updated % Early I Early Actual Actual I Total — �,'' Description Dur Dur RD/%, Comp Start Finish Start Finish Float A '3230 FINAL GRADING SITE&FIELDS 10 10 0 21 DEC04 05JAN05 1 i 0 3235 FIELD DRAINAGE @ALL AREAS 30 30 0 06JAN05 16FEB05 I 0 32510- FINAL LOAM @ ALL FIELDS 30 30 0 17FEB05 30MAR05 0 3255 IRRIGATION SYSTEMS @ALL FIELDS 30 30 Oi31MAR05' 11MAY05 I I 0 3260 SEEDING&PLANTINGS @ ALL FIELDS 40 40 I 0 14APR05 08JUN05 ( 0 �ACADEMIGHYINt3.�',�>_.�. .�'�. �'. x s�<�,� , ,, _ _ �; s:__ , :-•.� ,} .ti., CLASS ROOMS 2585 FLOOR TREATMENT(1ST FLOOR) 15 2 1 87 OIMAY03A 010CT03 01MAY03 I I 12 1590 ISET CASEWORK(3RD FLOOR) I 101 1 90 07MAY03A. 30SEP03 07MAY03 i 2 2805 SET CASEWORK(2ND FLOOR) I 10 1 90 22MAY03A 30SEP03 22MAY03 12 2810 CASEWORK PLUMBING FINISHES 10 1 90 23JUN03A 070CT03 123JUN03 17 2ND FLOOR 2590 LIGHTING FIXTURES(1ST FLOOR) 15 1 93 25JUN03A 070CT03 125JUN03 22 2615 (SET CASEWORK(1STFLOOR) 10 1 90 24JUL03A 30SEP03 124JUL03 12 2620 CASEWORK PLUMBING FINISHES 10 2 i 80 15AUG03A 01OCT03 115A0003 T 12 1 ST FLOOR) 2625 CASEWORK ELECTRICAL FINISHES 10 2 80 15AUG03A 010CT03 15AUG03 1 12 1ST FLOOR)I 1625 FINISH CAPENTRY 40 5 88 17MAR03A 06OCT03 17MAR03 23 1595 DOORS/HARDWARE 40' 1 98 13MAY03A 30SEP03 113MAY03 23 I 1575 ;START UPi CHECKOUT ELEVATOR 101 1 1 90 15MAY03A 30SEP03 115MAY03 —231 1E 1650 ;CEILING TILE 1 301 5 83 23MAY03A 140CT03 23MAY03 17 1660 TOILET ACCESSORIES i 15 2 87 04JUN03A 01OCT03 04JUN03 23 1630 ISPECIALITIES 101 1 90 23JUN03A 30SEP03 23JUN03 I 22 1600 FINAL PAINT 30 6 80 23JUN03A (15OCT03 23JUN03 17 1 I 1645 HVAC STARTUP/CHECKOUT 20 10 50.05AUC-03A 1130CT03 105AUG03 2 I 1605 (PUNCH LIST(3RD FLOOR) 30 15 50 30AUG03A 120OCT03 130AUG03 14 1610 ;PUNCH LIST(2ND FLOOR) I 30 15 1 50 30AUG03A 20OCT03 I30AUG03 1 14 1665 !FINAL HVAC TEST.&BALANCE 5 4 1 20 22SEP03A 170CT03 22SEP03 15 I 1615 1PUNCH LIST(1ST FLOOR) 30 30 0 30SEP03 10NOV03 1 i 14 1675 FINAL LIFE SAFETY SYSTEM 5 5 01090CT 15OCT03 j 17 03 CHECKOUT/TEST I 1640 FINAL CLEANING 15 15 Oil NOV03 01 DEC03 1 a i 1670 SUBSTANTIAL COMPLETION 0 0 0 01 DEC03 i 4 ACADEMIC WING SOUTH WINO-PHYSICAL EDUCATION ON l�il 11 111i 1:jild 1775 INSTALL METAL CLADDING 30 1 1 1 97110 30SEP03 10APR03 ( 1 17 GYM&ATHLETIC ROOMS " ' - 1795 OVERHEAD ELECTRICAL ROUGH IN 25 1 96I16JUN03A 130SEP03 16JUN03 0 I 2845 INSTALL OVERHEAD SOUND SYSTEM 30 1 97116JUN03A 130SEP03 16JUN03 1 1825 PAINT WALLS 20 101 50 15AUG03A 130CT03 15AUG03 17 Start Date 15MAR02 Early Bar NA17 N.AN; Flnlsh Date 08JUN05 Progress Bar Data Date 30SEPM FL-16 Run Date 08OCT03 17:15 Critical Activity Activity Orig Rem Updated % Early Early Actual Actual Tota Description Dur Dur RD/% Comp Start Finish Start Finish Float 2850 INSTALL OVERHEAD SCOREBOARD 3 1 67 16SEP03A 010CT03 16SEP03 C SYSTEM 1880 DOORS&HARDWARE 5 3 40 23SEP03A 10OCT03 23SEP03 2E 1865 INSTALL WgOD FLOOR SYSTEM 20 17 15 26SEP03A 240CT03 26SEP03 1 C 1845 INSTALL GYM DIVIDERS 10 5 50 29SEP03A 080CT03 29SEP03 7 1850 INSTALL OVERHEAD GYM 1 15 12 20 29SEP03A 29OCT03 29SEP03 17 EQUIPMENT 2650 INSTALL LIGHTING FIXTURES 10 10 0 020CT03 150CT03 0 1875 INSif1LL V1gOD FLOOR POLY FINISH 5 5 0 270CT03 31 OCT03 1 1 0', 1870 INSTALL BLEt.CHERS 101 10 0 03NOV03 14NOV03 5 i 2655 ARCHITECTURAL FINISHES 15 15 0 03NOV03 21NOV03 ! 0 TEAM LOCKER ROOM-LEVEL 1 1900 CERAMIC FLOOR&WALL TILE( 10 1 90 28JUL03A 3OSEP03 28JUL03 I 7 FLOOR 1) 1945 CEILING GRID(FLOOR 1) i 5 1 80 25AUG03A 010CT03 25AUG03 7 I I 2020 DOORS&HARDWARE(FLOOR 1) 5 3 40 22SEP03A 20NOV03 22SEP03 1 I -3 1980 LIGHTING FIXTURES(FLOOR 1) 10 10 0 020CT03 15OCT03 7 1995 RGD'S(FLOOR 1) 10 10 0 020CT03 15OCT03 -7 2000 CEILING TILE(FLOOR 1) 5 51 0 1605T03- 220CT03 ( 7 1950 (PLUMBING FIXTURES(FLOOR 1) 10 10 i 01230CT03 I05NOV03 — 2 2855 FLOORING(FLOOR 1) 1 15 15 0 230CT03 12NOV03 I I r 1970 FINAL PAINT(FLOOR 1) 5 5 0 13NOV03 19NOV03 7 2895 ELECTRICAL WALL DEVICES(FLOOR 5 51 1 0 20NOV03 26NOV03 •7 2015 LOCKERS(FLOOR 1) 1 5 5 1 0 120tdOV03 26NOV03 3 2030 BENCHES(FLOOR 1) i 5 5 1 0 20NOV03 26NOV03 i I -3 � 1 I TEAM LOCKER ROOM-LEVEL 2 1975 LIGHTING FIXTURES(FLOOR 2) 15 5 67112AUG03A 060CT03 12AUG03 ( 0 I 1985 RGUS(FLOOR 2) 15 1 1 93 20AUG03A 30SEP03 120AUG03 i 4 2010 1D5ORS&HARDWARE(FLOOR 2) 15 3 80 29SEP03A 09OCT03 29SEP03 i 31 1990 CEILING TILE(FLOOR 2) 5 5 0 070CT03- 130CT03 1 I 0 2860 FLOORING(FLOOR 2) 15 15 1 0 07OCT03 270CT03 0 1940 PLUMBING FIXTURES(FLOOR 2) 5 5 0 28OCT03 03NOV03 1 0 � I 1960 FINAL PAINT(FLOOR 2) 5 5 0104NOV03 10NOV03 0 2645 ELECTRICAL WALL DEVICES(FLOOR 5 5 0 11 NOV03 17NOV03 0 2005 LOCKERS(FLOOR 2) i 5 5 I 0 1 11NOV03 17NOV03 I 4 2025 BENCHES(FLOOR 2) 5 5 0 11 NOV03 17NOV03 4 S4UTH_11YIN0 AUDITORIUM/AR I S I KITCHEN: f f t t_ .:}�E r. ,.. <; ,n�,�.+?.. .;+ .„.•.;: .? BOILER ROOM .+> 1080 OVERHEAD ELECTRICAL ROUGH IN 20 1 95 17FEB03A 30SEP03 117FEB03 I 6 i 1125 PRIME PAINTING 151 21 f 87 12MAR03A 020CT03 1 12MAR03 41 1255 MECHANICAL INSULATION 10 10 I 0 29AUG03A 130CT03 129AUG03 i 39 1330 PLUMBING INSULATION 1 10 2 80 29AUG03A 130CT03 29AUG03 I 39 15MAR02 NA17 Start Date Early Bar N y Finish Date 08JUN05 Progress Bar Data Data 30SEP03 JN FL Run Date 080CT0317:15 Critical Activity 0 Primavera S terns,Inc. Orig Rem Updated % Early Early Actual Actual Total Activity start Finish Start Finish Float Description Our our RD I% Comp 41 1130 DOORS&HARDWARE 5 1 80 30AUG03A 03OCT03 130AUG03 1135 PLUMBING FIXTURES 5 5 0 30SEP03 06OCT03 1 44 1120. STARTUP 1 CHECKOUT BOILERS 1 5 5 0 OIOCT03 07OCT03 1 6 ARTS/CAFETERIA 730JUL0 13A 03MT03 110JUL03 21 2305 CERAMIC TILE 15 41 2300 HANG DRYWALL1 TAPE&SAN D 10 1 I I 90 01AUG03A 30SEP03 101AUG03 I "2 (CEILINGS,SOFFITS 93 02SEP03A 30SEP03 02SEP03 it 6 15 1 2360 CEILING GRID 80 02SEP03A 02OCT03 102SEP03 12 2390 IRGD's 10 2 ' ` ` 33 02SEP03A 160C 03 102SEP03 12 2310 1SET i;::: RVICE EQUIPMENT 15 10 21OCT03 IO2SEP03 9 2945 ISET CASEWORK 15 101 33 02SEP03A � 2980 DOORS/HARDWARE(ARTS AREA) 15 10I 331225EP03A 27OCT03 22SEP03 4 1 24 2355 ERECT SPECIALITY DOOR 20 10 50 29SEP03A 200,703 129SEP03 ASSEMBLIES 1 0 30SEP03 20OCT03 g 5 15 2365 �LIGHTINGFIXTURES 1 03 120OCT03 I I, 6 0 30SEP 2370 1 RGD'S 15 15I I ' •2 2985 FINISH CARPENTRY(ARTS AREA) 201 201 0 30SEP03 27OCT03 2940 IV CT FLOORS 15I 15 0!01OCT03 21OCT03 I 9 0 07OCT03 27OCT03 s 2975 ;CEILING TILE(ARTS AREA) ; 15` 15 i 12 2350 I FOOD SERVICE PLUMBING 1 10 10 O 17OCT03 30OCT03 i CONNECTIONS 0 220CT03 04NOV03 1 9 2950 CASEWORKPLUMBINGFINISHES 10i 10 I 0 22OCT03 04N V03 g 2955 (CASEWORK ELECTRICAL FINISHES 101 101 1 i 2960 I FOOD SERVICE ELECTRICAL 10I 10 01,220CT03 04NOV03 o CONNECTIONS 0 05NOV03 18NOV03 j i3 2410 ACOUSTICAL CEILING TILE(ARTS 8, 10I 10; CAFE AUDITORIUM CEILING i 93116JUN03A 30SEP03 116JUN03 1 2835 OVERHEAD SOUND SYSTEM ROUGH i 15'I 1 IN(AUDITORIUM 10 1 90I28JUL03A 30SEP03 28JUL03 1 2270 INSTALL OVERHEAD LIGH TING 15 El UM)GRID(AUDITORI 3; 80130JUL03A 102OCT03 30JUL03 2245 EI UM) 1 1 I 17 2230 ERECT SUSPENDED DRYWALL 20 2I ; 90;30JUL03A 020,703 �30JUL03 (PANELS(AUDITORIUM) 15 10� 33125AUG03A 19NOV03 125AUG03 I 2 3070 iINSTALL SOUND SYSTEM TRIM I 1 60 30AUG03A i01OCT03 ;30AUG03 i 12 2345 RAILINGS/MISC METALS 5 2 I !(AUDITORIUM 20 4 80130AUG03A 08OCT03 i30AUG03 I 1r 2830 ;SUSPENDED PANEL WIDOD TRIM 2330 PRIME PAINT(AUDITORIUM) 10 7I 30130AUG03A 13OCT03 I30AUG03 2� 1 0 03 T03 123OCT03 ; i 16 2250 ACOUSTICAL CEILING TILE 15 2 I 15I ;(AUDITORIUM 151 14 7 17OCT03 05NOV03 ; 1 2385 (ACOUSTICAL WALL TREATMENTS _(AUDITORIUM 0 23OCT03 12N V03 2 2995 INSTALL LIGHTING TRIM 151 15I � Z AUDITORIUM WALLS -i3 23JUN03 i 1 20, 181 10 23JUN03A 2335 ICERA1v11C TILE(AUDITORIUM) i i 11 OV ; 1 2380 !,DOORS&HARDWARE(AUDITORIUM) 10I 7I 30119SEP03A 113N 03 19SEP03 2400 I LOUVERS(AUDITORIUM) 5I 5I 0117OCT03 1230,703 2340 FINISH CARPENTRY(AUDITORIUM) 20 201 0;17OCT03 13NOV03 I 15Pd.AR02 _ Early Bar t°1'17 M1.ANI Start Cato 08JUN05 Fi ish Date Progress Bar F •tE Data Date 30SEP03 Critical Actvity Run Data 080,703 17:15 t ° Early Early Actual Actual Tot: 9 Activity Orig Rem Updated /o ID Description I Dur Dur RD/% Comp Start Finish Start Finish Floe (AUDITORIUM) 04DEC03 2405 FINAL PAIN T WALLS( 15 15 0 14NOV03 1 STAGE VpRK 73125AUG03A 03OCT03 125AUG03 2395 STAGE LIGHTING(AUDITORIUM) 15 4 2425 STAGE RIGGING(AUDITORIUM) 10 11 90130AUG03A 30SEPo3 130AUG03 — 2275 VtOOD STAGE FLOORING 15 151 O'OtOCT03 21OCT03 1 AUDITORIUM 2870 INSTALL STAGE CURTAIN 5 5 0122OCT03 28OCT03 AUDITORIUM) OVERALL 2910 FLEVATORSTARTUP/CHECKOUT i01 1 9025AUG03A 30SEPo3 125AUG03 2875 HVAC START UP 5 4 1 20 26SEP03A 26NOV03 26SEP03 2965 TOILET ACCESSORIES 10 10 O I14OCT03 27OCT03 2990 FINAL PAINT 201 20 0 1400 T03 10NOV03 2035 SPECIALTIES(FLOOR 2) S( 5 0 11 NOV03 17NOV03 2435 AUDITORIUM SEATING(AUDITORIUM)1 101 10 0111 NOV03 24NOV03 2430 CARPET(AUDITORIUM) 10 10 0118NOV03 01DEC03 1 2040 SPECIALTIES(FLOOR 1) 51 5 1 0 20NOV03 26NOV03 1 2880 HVAC TEST&BALANCE 141 14 0121 NOV03 10DEC03 1 2890 FINAL LIFE SAFETY SYSTEM 1 41 4 O 27NOV03 02DEC03 CHECKOUT/TEST 2885 PUNCH LIST 151 15 0 03DEC03 23DEC03 1 2865 FINAL CLEANING 101 10 0117DE003 131DEC03 1 2915 SUBSTANTIALCOMPLETIONARTS/ 01 0 0 31DEC03 PHYSICAL EDUCATION � _ t ; ; � �I f ,t �f � •,y - &�" 7 " ,.7n4...y tr a�,� s � it 1 r...... - _ a -..2-''„.._ 5 :�...s.v.2a..d r.x _ .at.=?=�. .0 - - FD09520 FAB&DEL ACOUSTICAL WALL 25 13 48 05SEP02A 16OCT03 05SEPo2 TREATMENT I 5001OC702A I27OCT03 010CT02 FD127 00 FAB—&DEL-AUDITORIUMS EATING 1 401 20 FD09550 FAB&DEL-GYM FLOORING I 251 1 96112FEB03A 130SEP03 12FEB03 1 FD11480 FAB&DEL•AHLETIC&SPORTS 40 10 75112FEB03A '13OCT03 12FE803 T EQUIPMENT 96102JUN03A 30SEP03 02JUN03 FD10500 FAB&DEL-LOCKERS 25 1 -FD 10 550 FAB&DEL-OPERABLE PARTITIONS 1 401 10 75 15JUL03A 13OCT03 1 SJUL03 FD08300 FAB&DEL-SPECIAL DOORS 25 5 80 28JUL03A 06OCT03 28JUL03 — SU02050 PREP&SUB- DEMOLITION 151 15 0130SEP03' 20OCT03 1 SU02080 PREP&SUB-ASBESTOS 15 15 0 30SEP03' 20OCT03 1 ABATEMENT 10 10 0121OCT03 03NOV03 1 I RA02050 REV&APP-DEMOLITION RA02080 IREV&APP-ASBESTOS ABATEMENT 10 10 0121OCT03 03NOV03 1 Start Date 15MAR02 Early Bar NA17 Finish Date 03JUN05 Progress Bar Data Date 30SEP03 Crdcal ActrAty Run Cate OBOCT0317.15 AFIRWOMEMM °o SCHOFIELD BROTHERS ENGINEERING • SURVEYING • PLANNING Schofield Brothers of New England,Inc. 1071 Worcester Road Framingham,MA 01701-5298 508-879-0030. 1-800-696-2874 Fax 508-879-1797 December 1, 2003 Website www.schofieldbros.com 20217 TO: North Andover Conservation Commission North Andover Planning Board D. Robert Nicetta, Building Commissioner DiNisco Design Partnership— Attn: Rick Rice (for further distribution to applicable parties) FROM: Bert Corey, EIT RE: North Andover Hi h School -Monthly Inspection Report— October 1 2003 throe h October 28 2003. DEP File No. 242-1045 Planning Board Notice of Decision dated 5/14/01 Schofield Brothers of England been e Control Monitor"for the North Andover i l School Project. The purpose of h e Environmental/Erosion Control Monitor is to perform periodic inspections of the project site to insure compliance with the Order of Conditions issued by the Conservation l l Planning Board with respect to sediment an erosion controls, limit of and compliance,wetland replication and omater management issues. This is the twenty-fifth monthly inspection report prepared and submitted in compliance with the above referenced permits, It covers the period October 1,2003 through October 28,2003. Attached are copies of rmed on October 7�, 14`x' the Inspection Reports(495,#96,#97, and#98) relative to the inspections perfo , 215`, and October 28t",2003. During this timeframe, the site experienced several significant rainfall events and remained in stable condition. Due to the site improvements and landscaping work to stabilize several driveway shoulders and ide embankment along Chickering Road and portions of the easterly embankments, such as the west s embankment,the area of exposed soils has been reduced significantly.There were varying degrees of m ion was kept to a minimum and the little that vegetative growth, t all the areas appeared to be stable. Eros t�e did occur was held on ch basinslwere ogullies intained. The po dedwater at the two otoutfalls was stockpile repaired and the ca inspection. Excess sediment that was trapped in Sediment Basin#3 that had built up over time was removed.Following rainfall events,the high watermark indicated that the ponded runoff water did not overtop the emergency spillway of this basin. Sediment Basin#2 remained in good condition and functioned properly. The Conservation Administrator issued a letter on September 29, 2003 regarding the two wetland replication areas with the following recommendations and requirements: Wetland Replication#1 ting plan for the 180 SF restoration portion of the site that is suitable to the Recommended-A plan hydrologic conditions be prepared and submitted to the ConCom for approval and implemented immediately following decision. °oSCJJOFIELD BROTHERS EVGINEERING • SURVEYING • PLANN1`6 f 20217 North Andover High School Monthly Inspection Report— October 1, 2003 through October 28, 2003 Page 2 e Wetland Replication#I be re-established. The project Required-The wetland flags delineating th architect is coordinating this work. Wetland Replication#2 ears to be dead. Recommended-The Red Maple be replaced, as it appears Recommended-The dead"Sweet Pepperbush" plantings to be replaced with more suitable facultative shrubs. lie Note—The Administrator will review condi�ons are Plan itisfacttory, o�f re-grad ng or other work will Commission to determine if the existing be required. s on General The Conservation Administrator noted that SBNE noted that mro t of the flags are still present but are be maintained until the project is comp difficult to see in the thick vegetation. We would flags and replace any le wetland lines in the fall after the leaves have dropped to refresh the delineation Items needing attention and carried forward include: • Sediment at the outfall (near the tennis mums)torrieorcon the�north side of the cessrr ad ed. Dirt and nibble that overtopped th • entering the school property from Osgood Street needs to be removed. • Several sections of silt fence at the ordinary stockpile have been pushed over and need to be repaired. The haybale barrier south of the fence on the Sediment side of tl e southeast east stockpile needs to with • additional haybales and the silt f repaired. The loam stockpile a above rea needs to be re-secured with sediment barrier. • recommendations and requirements mentioned abe regarding the • Items a address the wetland replication areas. Based on our inspections,the site has remaineddifop`stable condition g the project int fill co npl ance with tthe the resource areas. Addressing the items ca Special Permit and Order of Conditions relative to erosion and sediment controls. The attached inspection reports provide detailed information as to our findings.Please let us know if there are any issues that we are not aware of. If de informatio information a need,we you ould be happy to hear from you. recommendations that wool p p Very truly yours, Approved: Schofield Brothers of New England,Inc. t Fredric W. King,P.E. Bert Corey,EIT Senior Engineer Project Engineer Environmental Planner enclosures 0o L T IFS ENGINEERING • SURVEYING PLANNING 20217 Schofield Brothers of New England,Inc. 1071 Worcester Road Framingham,MA01701-5298 508-879-0030•1-800-696-2874 Rice Fax 508-879-1797 To: Mr. Rick R Website www.schofieldbros.com DiNisco Design Partnership 87 Summer Street Boston, MA 02110 Cc.: North Andover Conservation Planning Boarcdommission North Andover Project Engineer From: Bert Corey, Pro j Date: October 30, 2003 Re: North Andover High School (20217) INSPECTION REPORT Inspection No.: 98 Date of Inspection: October 28, 2003 By; Bert Corey INTRODUCTION of these inspections is to observe and review orth work Theput-pose compliance with the Orders of Conditions Issuth North Andover Planning Board with respect to Commission and the Special Permit issued by compliance, and stormwater management issues. sediment and erosion controls, limit of work comp For reference, the Orders of Conditions issued 2f r he project include: • DEP File No. 242-1045: Issued • Planning Board Notice of Decision: Issued 5/14/01 Please contact Bert Corey or Fred King at Schofield Brothers rt New England, Inc. if you have any questions regarding the information contained in this rep o e continued to be in stable and good condition following two previous rainfall events on The site ears that 10/26 and 10/27. The ponded water at the two outfalls was spillways`it app ark In Sediment Basin 43, the ponded water did not overtop the g in along the the ordinary stockpile was dep removal from this basin has been beneficial to its storage rr caupa itY.. Sediment from the sediment ositing on the side of the stone northwest portion of the site. �SCHOLIELD BR®THER� ENGINEF;RIVG SCR lil'I�f. PLAN�I�G INSPECTION SUMMARY 1. Sediment control barriers around the perimeter r of the reportsoa small pile of sediment 10/07/03 —Items carried forward p (postscript: this is the sediment at the and beyond the barrier n cn�ck to be removed Brook) A small amount of dirt and rubble that easterly outfall to Cochtich overtopped the sediment barrier on the north side ofthe ccess road entering the school property from Osgood Street needs to b removed. 10/14/03 — Same as previous report. 10/21/03 — Same as previous report. 10/28/03 — Same as previous report. 2. Loam stock ile area in the northern Portion of the site: this area and 10/07/03 —The contractor has screened and stockpiled loam operations have ceased,the he to several areas of the site. Once process of moving ltneeds to be re secured with sediment barrier. loam stockpile area 10/14/03 — Same as previous report. 10/21/03 — Same as previous report. 10/28/03 — Same as previous report. 3. ordinary borrow stock ile area in the noo then Previous the sit There are several sections t 10/07/03 —Items carried forward that have been pushed over by sediment and need repair. The sediment that go beyond the barrier is contained on site. 10/14/03 — Same as previous report. 10/21/03 — Same as previous report. and 10/28/03 —Since the sediment is beginning to deposit nstruction vehicles, t e silt fence can be tracked be ddrep a by co immediately.repairs should 4. Main entrance 99e near trailers: 10/21/03 —The area was in good condition. 10/28/03 —The area was in good condition. 5. Southern emergency entrance: 10/21/03 —The area was in good condition. 10/28/03 —The area was in good condition. 6. Catch basins: ch basins along the east side haul road need to be protected with 10/07/03 —Three cat filter fabric. 10/14/03 — Same as previous report. i E 7 sco Design Partnership Page ection Report No. 98 ber 30, 2003 °�SCH()�IELD BROTHERS ENGINEERING SCRFF}ly(; PLA\\I\(, NEMEMMEMEM • protected with filter fabric. 10/21/03 —The catch basins mentioned above were • 10/28/03 —Nothing to report. 7. Sediment basins and outlet structures: 10/07/03 — Continued from previous reports: The h y ted with aa�itiSouth oft the spillway at Sediment Basin #3 needs to be supple a bales and the silt fence on the western side of the southeast stockpile needs to hay bales repaired. • 10/14/03 — Same as previous report. • 10/21/03 — Same as previous report. 10/28/03 — Same as previous report. 8. Other erosion control items. • 0/07/03 —The gullies that formed in the sideslope above the stone interceptor drain 1 need repair. ired; the small gully needs to be repaired. 10/14/03 —The large gully was repa • 10/21/03 —Both gullies were repaired and hydroseeded. 10/28/03 —Nothing to report. 9. Other draina e structures: 10/07/03 —The filter fabric on Catch Basin 43 has trapped a thick layer of sediment and needs to be cleaned. • 10/14/03 — Same as previous report. • 10/21/03 —The catch basin was in good condition. • 10/28/03 —Nothing to report. 10. Wetland re lication areas: • 10/07/03 —Nothing to report. r on • 10/14/03 — According the letter issueob`y the land replication areas,icertain requirements September 29, 2003 regarding the tw and recommendations have been made and are summarized as follows: o Wetland Replication 41 ■ Recommended - A planting plan for the 180 SF restoration portion oft the site that is suitable to the hydrologic conditions be immediately aced and bBitted to the ConCom for approval and implemented decision. ■ Required - The wetland flags delineating hdi ating thR plic tion 41 be re-established. The project architect is coo o Wetland Replication#2 ears to be dead. • Recommended - The Red Maple be replaced, as ilaPP s to be replaced • Recommended - The dead"Sweet Pepperbush" plantings with more suitable facultative shrubs. E co Design Partnership Page 3 ction Report No. 98 ber 30, 2003 RBSCHOFIELD BROTHERS KS:(:INF.FRIN,S • SCR�'FS'I`G • PLANNING Note—The Administrator will review the As-Built Plan submitted with ® the Conservation Commission to determine if the existing conditions are satisfactory, or if re-grading or other work will be required. o General ■ The Conservation Administrator noted that the wetland delineation flags on the entire site need to be maintained until the project is complete. BNE noted that most of the flags are still present but are difficult to see S in the thick vegetation. We reTthneation fl ags and in the fall after the leaves have dro pp edo refresh the del replace any missing. 10/21/03 —Nothing to report at this time. 10/28/03 —The project architect has contacted a surveyor to reestablish the wetland flags at Wetland Replication#l. 11. impermeable barrier and easterly embankment: 10/14/03 —Nothing to report. embankment received an application of topsoil 10/21/03 —The lower portions of the and hydroseed. 10/28/03 —Nothing to report. 12 Dewatering: 10/28/03 —No dewatering operations were observed. 13. Truck Washing Area: 10/21/03 —The basin was being used properly. 14. Dust Control: 10/28/03 —Dust was not an issue during this inspection. 20217 DiNisco Design Partnership Inspection Report No. 98 Page October 30, 2003 °EQ SCHOFIELD BROTHERS ENGINEERING • NLRNEYING • PLANNING 20217 Schofield Brothers of New England,Inc. 1071 Worcester Road Framingham,MA 01701-5298 To: Mr. Rick Rice 508-879-0030 Design Partnership 1-800-696-2874 DINISCO g FAX 508-879-1797 87 Summer Street Boston, MA 02110 Cc.: North Andover Conservation Commission North Andover Planning Board W_ -1" From: Bert Corey, Project Engineer Date: October 22, 2003 Re: North Andover High School (20217) INSPECTION REPORT Inspection No.: 97 Date of Inspection: October 21, 2003 By: Bert Corey INTRODUCTION The purpose of these inspections is to observe and review the project work relative to compliance with the Orders of Conditions issued by the North Andover Conservation Commission and the Special Permit issued by the North Andover Planning Board with respect to sediment and erosion controls, limit of work compliance, and stormwater management issues. For reference, the Orders of Conditions issued for the project include: • DEP File No. 242-1045: Issued 2/21/01 • Planning Board Notice of Decision: Issued 5/14/01 Please contact Bert Corey or Fred King at Schofield Brothers of New England, Inc. if you have any questions regarding the information contained in this report. The site continued to be in stable ed and h condition. The The eastderdly water embankment was also was clear. The two gullies were rep Y hydroseeded. �SCHOFIELD BROTHERS ENGINEERING SCR -El'ING • PLANNING I INSPECTION SUMMARY 1. Sediment control barriers around the Derimeter of the current work area: 10/07/03 —Items carried forward from previous reports: a small pile of sediment and beyond the barrier needs to be removed amountt ofd rttand rtnbbletthathe easterly outfall to Cochicheti lick Brook) Asmall overtopped the sediment barrier on e tn needs north beremoved. of the access road entering the school property from Osgood Street 10/14/03 — Same as previous report. 10/21/03 — Same as previous report. 2. Loam stock ile area in the northern portion of the site: 10/07/03 —The contractor has screened the nd stockpiled loam in this area and site. Once operations have ceased, he the process of moving it to several areas of loam stockpile area needs to be re-secured with sediment barrier. 10/14/03 — Same as previous report. 10/21/03 — Same as previous report. 3. Ordinary borrow stockpile area in the northern portion of the site: 10/07/03 —Items carried forward from mn previous and need Tere are several sediment sthat got that have been pushed over by se beyond the barrier is contained on site. 10/14/03 — Same as previous report. 10/21/03 — Same as previous report. 4. Main entrance mate near trailers: 10/07/03 —The area was in good condition. 10/14/03 —The area was in good condition. 10/21/03 —The area was in good condition. 5. Southern erner encv entrance: 10/07/03 —The area was in good condition. 10/14/03 —The area was in good condition. 10/21/03 —The area was in good condition. 6. Catch basins: . 10/07/03 —Three catch basins along the east side haul road need to be protected with filter fabric. . 10/14/03 — Same as previous report. . 10/21/03 —The catch basins mentioned above were protected with filter fabric. 20217 I DiNisco Design Partnership Inspection Report No. 97 Page 2 October 22, 2003 EBSCHOFIEI.D BROTHERS ENGINEEKIAt, • SCR\ES1�'G PLANAthl, nt basins and outlet structures: of the 'me south 7. Sediment from previous reports: The haybale barrier just so 10/07/03 Cont p spillway at Sediment Basin #3 needs to be supplemented with additional haybales and the silt fence on the western side of the southeast stockpile needs to be repaired. ® 10/14/03 — Same as previous report. 10/21/03 — Same as previous report. 8. Other erosion control items. 10/07/03 —The gullies that formed in the sideslope above the stone interceptor drain need repair. 10/14/03 —The large gully was repaired; the small gully needs to be repaired. 10/21/03 —Both gullies were repaired and hydroseeded. 9 Other drainage structures: 10/07/03 —The filter fabric on Catch Basin 43 has trapped a thick layer of sediment and needs to be cleaned. 10/14/03 — Same as previous report. 10/21/03 —The catch basin was in good condition. 10 Wetland replication areas: 10/07/03 —Nothing to report. 10/14/03 — According the letter issued by the Conservation Administrator on September 29, 2003 regarding the two wetland replication areas, certain requirements and recommendations have been made and are summarized as follows: o Wetland Replication#1 ■ Recommended - A planting plan for the 180 SF restoration portion of the site that is suitable to the hydrologic conditions be prepared and submitted to the ConCom for approval and implemented immediately following decision. ■ Required - The wetland flags delineating the Wetland Replication 41 be re-established. The project architect is coordinating this work. o Wetland Replication#2 ■ Recommended - The Red Maple be replaced, as it appears to be dead. ■ Recommended - The dead "Sweet Pepperbush" plantings to be replaced with more suitable facultative shrubs. ■ Note—The Administrator will review the As-Built Plan submitted with the Conservation Commission to determine if the existing conditions are satisfactory, or if re-grading or other work will be required. o General ■ The Conservation Administrator noted that the wetland delineation flags on the entire site need be b h flags are tilltpresentrbut are difficult SBNE noted that m to see =Repor�t slzip 97 Page 3 EBSCHHFIELD BRHTHERS ENGINEEKIVG SCR FIIVG PI,A�NI\G in the thick vegetation. We would recommend walking the wetland lines in the fall after the leaves have dropped to refresh the delineation flags and replace any missing. 10/21/03 —Nothing to report at this time. 11. Im ermeable barrier and easterly embankment: 10/14/03 —Nothing to report. 10/21/03 —The lower portions of the embankment received an application of topsoil and hydroseed. 12 Dewatering: ® 10/21/03 —No dewatering operations were observed. 13. Truck Washin Area: 10/21/03 —The basin was being used properly. 14. Dust Control: 10/21/03 —Dust was not an issue during this inspection. EInspection gn Partnership eport No. 97 Page -1 003 BROTHERS ENGINEERING • SURVEYING • PLANNING 20217 Schofield Brothers of New England,Inc. VI 1071 Worcester Road Framingham,MA 01701-5298 508-879-0030 To: Mr. Rick Rice 1-800-696-2874 rshi -1797 ne -879 rt oa DiNisco Design Partnership FAX 5 87 Summer Street Boston, MA 02110 Cc.: North Andover Conservation Commission North Andover Planning Board From: Bert Corey, Project Engineer Date: October 22, 2003 Re: North Andover High School (20217) INSPECTION REPORT Inspection No.: 96 Date of Inspection: October 14, 2003 By: Bert Corey INTRODUCTION The purpose of these inspections is to observe sued by relative rvation compliance with the Orders of Conditions y the North Andover Cons Commission and the Special Permit issued by the Nance andostormwater management isspest to sediment and erosion controls, limit of work co p For reference, the Orders of Conditions ssued issued for he project include: • DEP File No. 242-1045: • Planning Board Notice of Decision: Issued 5/14/01 Please contact Bert Corey or Fred King at Schofield Brothers of New England, Inc. if you have any questions regarding the information contained in this report. The site experienced a significant storm (2+ inches) on Sun the 0/12/t03. Overall, he site was in good and stable condition and appears to be benefiting from improvements. There was no evidence of significant on The high watehmark ie should Sediment new roadways. The ponded water at the two outfa Its was clear. Basin 43 indicated that the ponded runoff water did not overtop the emergency spillway. Outstanding items mentioned in the previous report were carried forward. =)SCHOFIELD BROTHERS F;SGI\EERING SL'RN F.YIVG • PLA,NI"G INSPECTION SUMMARY 1. Sediment control barriers around the perimet er of the current work area: 10/07/03 —Items carried forward from previous reports: a small pile of sediment and beyond the barrier needs to be removed (postscript: this is the sediment at the easterly outf(Ill to Cochicheivick Brook). A small amount of dirt and rubble that overtopped the sediment barrier on the north side of the access road entering the school property from Osgood Street needs to be removed. 10/14/03 — Same as previous report. 2. Loam stockpile area in the northern portion of the site: 10/07/03 —The contractor has screened and stockpiled loam in this area and is in the process of moving it to several areas of the site. Once operations have ceased, the loam stockpile area needs to be re-secured with sediment barrier. 10/14/03 — Same as previous report. 3. Ordinary borrow stockpile area in the northern portion of the site: 10/07/03 —Items carried forward from previous reports: There are several sections that have been pushed over by sediment and need repair. The sediment that got beyond the barrier is contained on site. 10/14/03 — Same as previous report. 4. Main entrance gate near trailers: 10/07/03 —The area was in good condition. 10/14/03 —The area was in good condition. 5. Southern emergency entrance: 10/07/03 —The area was in good condition. • 10/14/03 —The area was in good condition. 6. Catch basins: 10/07/03 —Three catch basins along the east side haul road need to be protected with filter fabric. ® 10/14/03 — Same as previous report. 7. Sediment basins and outlet structures: e 10/07/03 — Continued from previous report s: The haybale barrier just south of the spillway at Sediment Basin #3 needs to be supplemented with additional haybales and the silt fence on the western side of the southeast stockpile needs to be repaired. 10/14/03 — Same as previous report. 8. Other erosion control items. ed in the sideslope above the stone interceptor 10/07/03 — The gullies that form drain need repair. 20217 DiNisco Design Partnership Inspection Report No. 96 page 2 October 22, 2003 �SCHOFIELD BROTHERS E.rGIV SERI NG • St R�EYING • PEANAING �I;� j• I il� 'll '. • 10/14/03 —The large gully was repaired; the small gully needs to be repaired. 9 Other drainage structures: • 10/07/03 —The filter fabric on Catch Basin #3 has trapped a thick layer of sediment and needs to be cleaned. • 10/14/03 — Same as previous report. 10 Wetland replication areas: • 10/07/03 —Nothing to report. 10/14/03 —According the letter issued by the Conservation Administrator on September 29, 2003 regarding the two wetland replication areas, certain requirements and recommendations have been made and are summarized as follows: o Wetland Replication #1 ■ Recommended - A planting plan for the 180 SF restoration portion of the site that is suitable to the hydrologic conditions be prepared and submitted to the ConCom for approval and implemented immediately following decision. ■ Required - The wetland flags delineating the Wetland Replication 91 be re-established. The project architect is coordinating this work. o Wetland Replication #2 ■ Recommended - The Red Maple be replaced, as it appears to be dead. ■ Recommended - The dead"Sweet Pepperbush" plantings to be replaced with more suitable facultative shrubs. ■ Note—The Administrator will review the As-Built Plan submitted with the Conservation Commission to determine if the existing conditions are satisfactory, or if re-grading or other work will be required. o General ■ The Conservation Administrator noted that the wetland delineation flags on the entire site need to be maintained until the project is complete. SBNE noted that most of the flags are still present but are difficult to see in the thick vegetation. We would recommend walking the wetland lines in the fall after the leaves have dropped to refresh the delineation flags and replace any missing. 11. Impermeable barrier and easterly embankment: • 10/14/03 —Nothing to report. 12 Dewaterina: • 10/14/03 —No dewatering operations were observed. 13. Truck Washing Area: • 10/14/03 —The basin was being used properly. 14. Dust Control: • 10/14/03 —Dust was not an issue during this inspection. 20217 DiNisco Design Partnership Inspection Report No. 96 October 22, 2003 Page 3 EDEB)SCHOFIELD BROTHERS ENGINEERING • SURVEYING PLANNING 20217 Schofield Brothers of New England, Inc. 1071 Worcester Road Framingham,MA 01701-5298 To: Mr. Rick Rice 508-879-0030 DiNisco Design Partnership 1-800-696-2874 FAX 508-879-1797 87 Summer Street Boston, MA 02110 Cc.: North Andover Conservation Commission North Andover Planning Board From: Bert Corey, Project Engineer }� Date: October 9, 2003 Re: North Andover High School (20217) INSPECTION REPORT Inspection No.: 95 Date of Inspection: October 7, 2003 By: Bert Corey INTRODUCTION The purpose of these inspections is to observe and review the project work relative to compliance with the Orders of Conditions issued by the North Andover Conservation Commission and the Special Permit issued by the North Andover Planning Board with respect to sediment and erosion controls, limit of work compliance, and stormwater management issues. For reference, the Orders of Conditions issued for the project include: • DEP File No. 242-1045: Issued 2/21/01 • Planning Board Notice of Decision: Issued 5/14/01 Please contact Bert Corey or Fred King at Schofield Brothers of New England, Inc. if you have any questions regarding the information contained in this report. Overall, the site was in good and stable condition. Excess sediment trapped by Sediment Basin #3 was removed. The sideslope at the west side of the site, along Chickering Road, as well as other areas that recently received topsoil, were hydroseeded. Areas that were hydroseeded a few weeks ago have varying degrees of vegetative growth and appear to be stable. Items needing attention that were carried forward and listed in this report were reviewed with the site foreman. =L_')=SC110HE1D BROTHEBS ENGINEERING • SERA ESING • PLANNING INSPECTION SUMMARY 1. Sediment control barriers around the perimeter of the current work area: ® 10/07/03 —Items carried forward from previous reports: asmall pile of sediment and beyond the barrier needs to be removed (postscript: this is the sediment at the easterly outfall to Cochichewick Brook). A small amount of dirt and rubble that overtopped the sediment barrier on the north side of the access road entering the school property from Osgood Street needs to be removed. 2. Loam stockpile area in the northern portion of the site: • 10/07/03 —The contractor has screened and stockpiled loam in this area and is in the process of moving it to several areas of the site. Once operations have ceased, the loam stockpile area needs to be re-secured with sediment barrier. 3. Ordinary borrow stockpile area in the northern portion of the site: • 10/07/03 —Items carried forward from previous reports: There are several sections that have been pushed over by sediment and need repair. The sediment that got beyond the barrier is contained on site. 4. Main entrance gate near trailers: • 10/07/03 —The area was in good condition. 5. Southern emergency entrance: • 10/07/03 —The area was in good condition. 6. Catch basins: • 10/07/03 — Three catch basins along the east side haul road need to be protected with filter fabric. 7. Sediment basins and outlet structures: • 10/07/03 — Continued from previous reports: The haybale barrier just south of the spillway at Sediment Basin #3 needs to be supplemented with additional haybales and the silt fence on the western side of the southeast stockpile needs to be repaired. 8. Other erosion control items. • 10/07/03 —The gullies that formed in the sideslope above the stone interceptor drain need repair. 9. Other drainage structures: • 10/07/03 —The filter fabric on Catch Basin #3 has trapped a thick layer of sediment '.. and needs to be cleaned. 20217 DiNisco Design Partnership Inspection Report No. 95 October 8, 2003 Page 2 LDESCHOFIELD BROTHERS ENGINEERING SCR%E)ING PLANNING 10. Wetland replication areas: • 10/07/03 —Nothing to report. 11, Impermeable barrier and easterly embankment: • 10/07/03 —Nothing to report. 12. Dewaterin& • 10/07/03 —No dewatering operations were observed. 13. Truck Washing Area: • 10/07/03 —The basin was being used properly. 14, Dust Control: • 10/07/03 —Dust was not an issue during this inspection. '... 20217 DiNisco Design Partnership Inspection Report No. 95 October 8, 2003 Page 3 Municipal Building Consultants, Inc. Dec. 10, 2003 To: Louis Minicucci, Chairman North Andover School Building Committee C/O Paul Szymanski 675 Chickering Road N. Andover, MA 01845 Re: North Andover High School—Project Report Dec. 10, 2003 CC: N. A. Planning Board From: Pat Saitta 1. Permits: 8/07/03 Resolution of Con Com issue i.e. replication"as built", is in progress. Fred King is in communication with the town Con Com officer. 9/11/03 "As Built" replication drawing was prepared by Schofield Bros. Engineering and submitted to N. A. Con Com. 10/9/03 Awaiting Con Com officer letter that items previously noted have been resolved. 11/13/03 Resolution is being finalized. 12/10/03 Replication resolution is in progress. 2. Project Meetings: Construction meetings are being held weekly at 1:00 p.m. on Tuesdays and are being conducted in a professional and co-operative atmosphere. 1 200 Sutton Street,North Andover,MA 01845 Tel: (978)686-5766 • Fax: (978)685-2357 12/10/03 Issues emphasized at recent meetings: 1. Millwork and casework—Performance of the subcontractor (Henry Construction) has not been up to the requirements or expectations of Callahan. Meetings to expedite their performance will continue between all parties. Callahan has been asked to prepare alternative contingency plans. 2. Electrical- Considerable work remains in the Tech/Ed and auditorium areas. Callahan has obtained the subcontractors commitment to maintain and adhere to the expedited schedules. The subcontractors president (Paul Palumbo) is actively involved in the management of the electrical work. 3, Gym Floor- Gym floor construction commenced on 12/3/03 and is scheduled to be complete approximately 1/21/03 (7 weeks). A meeting with the subcontractor was held on 12/2/03 to emphasize the schedule and quality requirements. 3. Work in Progress: Erosion protection maintenance Light fixtures Ductwork& piping Terazzo floors Rough Plumbing Metal panels Fire protection Acoustic grid &the Miscellaneous metal Painting Fire taping& safing Millwork Gypsum board & insulation Casework VCT flooring Finish carpentry Ceramic tile Equipment start up Technology wiring Toilet partitions Casework Sidewalks MEP finish Carpet 4. Change Proposals: 11/13/03 Proposed change orders (PLO's) continue to be solicited and reviewed. (See attached change order log). Athletic field up grade plans, Option 43, have been finalized for submission to the contractor for pricing. C.O. #10 has been reviewed and will be submitted to the committee for approval. 2 5. Schedule: Contract Completion Dates Phase I—new school 7/15/04 Phase II—Demo and site 5/5/05 NOTE: Contractor has furnished a letter dated 11/14/03 confirming their commitment to provide for final occupancy of the building by 2/1/04. (see attached). Anticipated Upcoming Milestones: Target Substantial Completion Major construction (all but Auditorium 1/1/04 & TV studio) Major construction (Auditorium 1/20/04 & TV studio) 1/23/04 Inspections & certifications 1/23/04 Major punch list items 1/30/04 Occupancy permit Contractor has submitted the required updated schedule dated October 2003. The project continues to maintain a pace consistent with the early delivery of the new building. 6. Technology cabling and telecommunications systems 4/10/03 Technology wiring contract has been awarded to ESCOA with work onsite to commence shortly. 5/8/03 ESCOA commenced wiring work this week. 7/9/03 Work is in process. 8/7/03 Work continues in progress. 9/11/03 Work continues in progress. 10/9/03 A technology meeting was held on Friday 10/03 with ESCOA to expedite their progress to maintain Calahans overall schedule. Accommodations were made. 3 12/10/03 Work is in progress. 7. Commissioning: 4/10/03 Commissioning contract has been awarded to R. D. Kimball Co., Inc.. A pre commencement meeting occurred onsite 4/1/03 with work to commence immediately. 5/8/03 Integrated software has been procured and R. D. Kimball is actively involved in document review and action plan preparation. 7/9/03 Commissioning work is in process. A co-ordination meeting was held on 6/10/03 with an additional meeting scheduled for July 22, 2003. 8/7/03 Additional co-ordination meeting was held on 7/22/03 with functional test reports reviewed along with schedule. 10/09/03 Commissioning meeting was held on 9/30/03 and test forms, O &M manuals and test schedules reviewed. Testing and start ups witnessed to date; ejector pumps, generators and roof top air handling. 11/13/03 Commissioning meeting was held on 11/11/03 with testing schedules and submittals reviewed. (see attached). 12/10/03 Commissioning meeting was held on 12/2/03 (see attached information). 8. FF&E: Delivery commenced November 20, 2003 Installation complete January 15, 2004 (approximately) 9. Athletic Field Modifications: 9/11/03 Site plan modifications to accommodate the proposed field revisions will not require technical review committee approval. Town department input will occur during the planning board process. (See DDP memo 8/4/03). 4 10/9/03 The Building Committee directed that the revised field layout includes a softball field located on the parcel adjacent to Prescott and that the lower athletic field adjacent to the entry road be re-graded to accommodate a future softball field. The drawing s are being finalized for submission to the Con Corn for approval and the contractor pricing. 11/13/03 Conservation Commission meeting was held on 11/5/03. The Commission will handle the changes as an Administrative process, with no re-filing. Pricing of the site portion is in progress. 12/10/03 Planning Board meeting was held on 12/02/03. Planning Board requested that a wildlife study of the Habitat area be conducted,which is in progress. Pricing set has been issued to the contractor. 5 N. Andover High School 12/10/03 PCO# DESCRIPTION SUBMITTED STATUS CO AMT PROPOSAL 1 Floor contractor substitute -- CO#1 $ 107,037 2 Sanitary line -- CO#2 $ 4,701 3 Site phasing --- 4 Seepage inlet -- CO#3 $ 3,300 #3 $ 1 5 Video survey of drain -- CO ,618 g Steel revisions CO#6 $ 11,938 7 Sub drain piping --- CO#2 $ 26,273 8 Unsuit replacement -- CO#2 $ 20,315 9 Misc HVAC, CO#5 $ 10,448 10 Unsuit soil &drain --- CO#3 $ 11 Roof power east CO#5 $ 25,076 12 Language lab electric CO#3 $ 5,304 13 Paint parking lines CO#3 $ 47,775 14 Unsuit soil#2 CO#3 $ 26,331 15 Unsuit soil#3 VOID --- 16 Framing Q stairs 17 Consumer science power CO#5 $ 5,967 18 Metal plate Q mech screen CO# $ 9,430 19 Unsuit soil cLD water --- CO#5 5 $ 86,318 2 CO#6 $ (3,796) 0 Delete M.H. 21 Auditorium truss brace CO#6 $ 2'672 22 Auditorium beam revision 23 Roof drain piping Not received 24 Plumbing change Not received 25 Elec.transformer& poles --- Co 12 #5 $owner --- 26 Condensate pipe rev C 3,3 27 Ext light fixtures $ (3,261) COrevi w $ 7 655 28 Locker additions 28 580 29 Unsuitable replacement#4 CO#CO#4 4 $$ 2,895 30 Relocate power&data Not received 31 Auditorium stage found CO#6 $ (7 131) 32 HVAC elec revisions CO#9 $ 5,666 33 Parking sub drain CO#6 $ 1,596 34R1 Relocate electric panel CP-1 CO#4 $ (16,125) 35 Electric service credit CO#5 $ 2,030 36 Relocate data outlets Not received 37 Parking lot upgrade Not received W 38 GB cell @ elec room Not received 39 Parking lot wet base Not received 40 Greenhouse galvy angle CO $ 3,459 41 Stl mods @ canopy drain CO#7 $ 47,394 42R1 Parking lot drainage Not received 43 Smoke detectors CO#9 $ 37,339 44 Gym dividers(4) CO#7 $ 34,822 45R1 Gang toilet ceilings CO#5 $ 9,325 46 Unsuit re lacement#5 Page 1 PCO#. DESCRIPTION SUBMITTED STATUS CO AMT PROPOSAL 47R1 Elec reverse RM 3052 CO#7 $ 8,108 48 Aud ceiling CO#5 $ (22,800) 49 Roof insulation substation CO#6 $ 1,778 50 Curtain wall frames CO#7 $ 11,811 51 Trainer#1141 52 Ceiling clarifications CO#6 $ 333 53 3rd fir window 54 Lt coves @ academic halls CO#7 $ 2,660 55 Revise catwalk framing CO#7 $ 8,463 56R2 Telecom revisions 57 Remove plumbing chase CO#6 $ 8,030 58 Moveable multi part CO#9 $ 9,691 59 Speaker back boxes CO#7 $ 3,968 60R1 Rev light fixtures CO#7 $ 4,935 61 Repair temp fence 62 Delete electrical CO#7 $ 4,116 63 Addl fire dampers CO#6 $ 132,450 64 Curved roof change CO#7 $ 1 187 65R1 Add lights to lecture hall 5,037 In review 66 Piping connection to structure $ CO#8 $ 434,740 67 Terrazzo flooring 68 Locker addition 69 Sprink at stairs CO#10 $ 6,547 70R1 Locker relocation 13,276 In review 71R1 Hand recognition access $ 6,143 Revised 72R1 Basket ball shot clock $ 73 Kitchen wall finish 74 West wing gas detectors $ 16,789 In review. 75R2 Auditorium the CO#10 $ 31,988 78 HM window in office co#9 $ 1,189 CO#7 $ 1,694 77 Lam control @ control booth CO#9 $ 2,004 78 Replace wet land plants CO#10 $ 16,069 79R1 Hall of Fame display CO#9 $ 1,587 80 Circulation pump on water CO#9 $ 9,575 81 Haul road upgrade 4,119 In review 82R1 Add F42 fixtures $ 83 Bay windows CO#7 $ 2,605 84 Sports floor color CO#7 $ 2,869 85 Spectra glaze upchg CO#10 $ 25,515 86R1 Mill work changes 87 Main Street light mounts CO#7 $ 1,592 88 Repaint;ibrary areas 89 Receptical in Science 3073 5,760 R & R 90R1 Main Street revisions $ CO#9 $ 977 91 Weathervane points 92 South drive boulder $ 1 review CO#95g In revi $ 1,590 93 Cafe bay window CO#10 $ 37,945 94R1 Add'I classrm storage cab Page 2 PCO# DESCRIPTION SUBMITTED STATUS CO AMT PROPOSAL 95 Change library light fixture 96R1 Kitchen light fixture $ 5,032 c o#1 review $ 8,686 97R1 Fitness counter c0 98 Admin.Area revisions 99 Electric panel DP9 revision 888 R &R 100 Ticket revisions $ 2 782 In review 101 Remove gas valves $ 3,501 Rejected 102 Chem prep room $ CO#9 $ 2,872 103 Gym gates 104 TV studio doorbell CO#10 $ 2,063 105 Kiln hood revisions 106 F44 fixture credit 2,256 In review 107 Revise speaker boxes $ 108 Emergency power c boiler rm CO#10 $ 3,572 109 Fence &striding c0#10 $ 1,040 110 Custom light fixtures 111 Delete staff mail boxes in FF&E 112 Provide appliances CO#10 $ 915 113 Fold partition support CO#10 $ 12,558 114 Admin. Mailboxes 261 Rejected 115 Room 3071 material $ 2,108 In review 116R1 Water mixing valves $ 117 Insulation of sinks 118 Terrazzo seals 12,385 In review 119 Snow guards $ 120 Window c0#10 $ 1,292 121 Wrap cupola CO#10 $ 1,303 122 Move H.C. ramps Rejected 123 Stair#2 &#soffd 2,450 In review 124 Auditorium light fixtures $ 125 Relocate ventilation 653 In review 126 Control booth wall $ CO#10 $ 2,171 127 Revise H.C.sinks $ 2,598 In review 128 Extend EPDM 14,270 In review 129 Unsuitable mat removal $ 1,785 In review 130 Remove south lot boulder $ 131 Add driveway drainage 781 In review 132 Stair#6 ceiling $ 133 $ 134 Lecture hall ramp 639 In review TOTALS $ 102,211 $ 1,391,295 Page 3 Change Order' Lime,wl a r c h i t e c t is a n d r I a n n e r s 87 S u m m e r S t r e e t B o s t o n N I A 0 2 1 10 Project: NORTH ANDOVER C.0. No. 10 Distribute To: HIGH SCHOOL Owner ❑ North Andover, MA Date 11/10/03 Architect To: John T.Callahan & Sons, Inca Architect's 99-430.0 Contractor 11 80 First Street Project No. Field P.O. Box 397 Bridgewater, MA 02324 Other Attn: V. Phillip Briselli Contract Date 02/19!02 You are directed to make the following changes in this Contract: COST DAYS 1 . Locker relocation and addition (PR#28, WO#30R1, PCO9070R1) S6,547 2. Add Tile at Auditorium (V')0468,PC0 9075) $31,989 3. Hall of fame displays (PR#25, PCO#079) $16,069 4. Miscellaneous millwork upgrades (PR#28,PC0#08681) $25,515 5. Provide additional classroom storage cabinets (PR#32,PCO#094) $37,945 6. Add fitness counter (PR#33,PCO#09781) $8,686 7. Additional work related to Kiln hood revisions (WO#57,PCOn105) S2,063 8. Relocate temporary fence and gate for NASD use (WO#60,PC0#109) S3,572 9. Custom light fixture revisions (WO#62,PCO4110) S1,040 10 Additional supports for folding partition (WO#63,PCOr113) S915 11 . Locking administration mailboxes (PR 437R1,WOr65,PCO4114R1) $12,518 12. Completely wrap Cupola (WO#67,PC0#121) 51,292,,1 03 13. Move handicap ramps (WO#66,PC0#122) ,3303 14. Revise HP sinks per SKA-278 (FO4181,PCO #127) 52,172 IS. Credit for floor material provided by NA school dept. (attached letter) $3,667 S147,959 Not valid until signed by both the Owner and the Architect. Signature of the Contractor indicates his agreement herewith, including any ad;ustment in the Contract Sum or the Contract Time. 538,303,000 The original (Contract Sum)was . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $1 ,239,632 Net change by previously authorized Change Orders . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . $39,542,632 The (Contract Sum) prior to this Change Order was . . . . . . . . . . . . . . . . . . . . • . . . . . • . • • . . . . . . . . S147,959 The (Contract Sum)will be (increased) by this Change Order . . . . . . . . . . . . . . . . . . . . . . . • . . . S39,690,591 The New (Contract Sum) including this Change Order will be . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 days The Contract Time will be changed . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The Date of Substantial Completion as of the date of this Change Order therefore is . . . 07 1512004 - 5/15/2005 Dii a,sco Desian Pa,n.,rsh.p, Lid. john T. Callahan & Sons. Inc. To,>rn o' I lo;ih Andover — ARCHITECT COidTRACTOR &,A,1- =-R 87 Summer Street 80 First Street School Building Commit ee P.O. Box 397 675 Chickering Road Brill e,vater MA 02324 North Andover MA 01845 Boston, MA 02110 9 — BY BY BY DATE D:.TE DATE 11/ 14/ LUVJ 17.14 P:1.� +:1i .:�i ii•+ +�J��•- �"•- 11/14/2003 18:16 JOHN T. CALLAHAN & SONS 4 16174261457 N0.834 P001- Construction Managers General Contractors Design-Builders Proj Nurnb`r D colunsstruct O CcrCVsFF {iv'v P ZQQ O CorCoesPtumb O C.OrCAflsHVAC November 14,2003 o t cotcn�urPc 01�ftrs_____— l DINISCO DESIGN FAHTcR.;11F,LIfV11TF0 r actor 67 SUMMER ST.130STON,fd�i O Cn O , DiNisco Design Partnership, Ltd. 87 Summer Street core'` Boston, MA 021110 Attn:Richard N. Rice Fax: 617-426-1457 Re: North Andover High School Dear Mr, Rice: In response to request, we confirm our commitment to provide for the Final Occupancy of the complete Building by February 1,2004. We continue to anticipate the completion of all Physical Construction Activity by December 31, 2003, with the exception of selected Electrical, Finish Carpentry, Flooring, and Punch List Work. Electrical Activities will be sequenced to complete at the Auditorium, TV/Radio Room, and Exterior Areas. Finish Carpentry will be sequenced to complete at Connector Hall and Auditorium. Flooring will be limited to Terrazzo Work. Please advise of any further question or concern. Regards, Phil Briselli r Project Manager PBlmr:. CC: M. Callahan 4652 HO 4682 J3 via:Fax&,tai; c3:Proje Gt/4682naad?deslgn/arch/11-14-03 I 1 Corporate Office: 80 First Street, Bridgewater, MA 02324 P: (508) 697-9300 F: (508)697-9307 Regional Office: 735 Primera Boulevard,#200, Lake Mary, FL 32746 P: (407)444-0466 F:(407)444-6366 www.jtcallahan.com NORTH ANDOVER HIGH SCHOOL North Andover, MA Furniture & Equipment Estimated Delivery Dates 17 October 2003 Supplier ETA of F&E Location of Furniture & Equipment Mega Medical 17 Dec Art Classroom, Admin (Nurse), Gym (Trainer) N.E. Office Supply 08 Dec Admin Offices, Classrooms Robert H. Lord 20 Nov Classrooms, Library & Admin School Furnishings 25 Nov Cafeteria 12 Dec Library School Specialties 24 Nov Art Classroom W13 Pvtason 01 Dec Classrooms. & Admin (Storage Rooms) 21 Nov Library f.,lidwest Technology 17 Nov Basement, Technology Classrooms Gordon Iviusic 20 Nov fviusic Rooms M. Steinert & Sons 15 Dec fviusic Rooms, Aud tn-;ium FLiiler& d'Aibe t 01 Dec Art Ci2ssroon-is Dick Glick Art 24 Nov Art Classrooms Sheffield Pottery 01 Dec Art Classrooms 3M Library Svstems 01 Dec Library 9o?430 0 Cc,Co%i 102 Commissioning 1 2 3 ENGINEERS Contractor's Test Log Project Name: North Andover High School Pro"ect Number: Date: Rev 1210212003 23134.00 Projected Contractor(s) Test Date Results On Comments: Equipment/ Spec Section Responsible Reference Start File(YIN) System For Test (09130!03) � 02-Oct-03 Yes Done — Sewer Ejectors 15401 2.21 Weil Pump Done Water Heaters 15401 2.22 Kirschner 26-Nov-03 Wiring resolved. Work in pH Neut System 15401 2.24 Ayer sales 15-Dec-03 progress. Start-up @ 2 weeks Start-up Done. B-3&B-4 off line Cast Iron HW Boilers 15501 2.25 H.B. Smith 17-Nov-03 pending system leak repairs. _ Start-up RTU-5&7-12/2/03 Refrig on RTU-1&2-TBD Se 03 Others Done Roof Top A/C Units 15501 2.26 McQuay Weather dependant ather Minimum Load Start-up Air Cooled Chiller 15501 2.33 Trane Variable Speed Drives 15501 2.37 McQuay/Others 27-Oct-03 Done Heat Recovery Units 15501 2.39 HeatTech TBD Piping Incomplete Sep-03 Done -- Central Air Handlers 15501 2.44 McQuay JCI Continuing Checkout ATC 15501 2.46 JCI Nov-03 Start FPT's 12/30/03 Dec-03 Lighting Control Relays 16101 2.21 To Be Confirmed ___ To Be Scheduled Switchgear Acceptance Tests Dec/Jan per 16101 3.09. Main Secondary SWBD 16101 2.22 Start-up/Load Test Done Corrective Actions for Fans Emergency Generator 16101 2.23 S-M Sep-03 & Remote Annunciator Open To Be Scheduled Load Transfer Dec/Jan Part of Pull-the-Plug� est Auto Transfer Switch 16101 2.24 S M Demonstration 16101 3.1013 On Hold Pending contact issue resolution Jan'04 by designer. Intrusion Alarm System/FACP 16101 3.10 Simplex Late Dec'03 To Be Confirmed Gymnasium Scoreboard 16101 3.12 Late Gym Shot Timers 16101 3.13 Dec'03 To Be Confirmed _ North Andover High School RDK Engineers, Inc. Project No.23134.00 Page of 2 12102/2003 1 Contractor(s} Projected Equipment/ Spec Section Responsible Test Date Results On Comments: System Reference For Test Start File(YIN) (09/30103) Master Time Clock 16101 3.16 Simplex TBD TV Studio Lighting 16101 3.19 TBD Drwg 10.3.13 Local Sound Systems &10.3.14 Simplex Jan-04 Late Site Lighting Control Drwg 10.1.6 Jan'04 Late Final Adjustment and Acceptance Auditorium Sound 16800 3.06 Jan'04 Tests 16800 3.07 Late Final Adjustment and Acceptance Stage Li htin 16900 Jan'04 Tests 16900 3.03 North Andover High School Project No.23134.00 RDK Engineers, Inc. Page 2 of 2 12/02/2003 , '@ O O C i ° N OOCO'O 0'0 — (o mo Ci m O � m a) p C 0 N ` 0 Q cu O C Y O O U a) O U n s Co O E - -o fl o - q> E >1;6 o m n > o a) ao E ° E ai o � > 0 � o— o oY 0oc U O U a) o O - 1 U M m n O 0 d U U ca O-14 o o Q 0 60 ,I- ~ U�Q m -0 Q m Q O cO:� s� > c V Y O c 0 .0 d i+ to rn rn is '5 ova) maa> m'o m� N to-) 7 N 0 M d co co C) p O O a) P. C, M 0 O D o M0 0 O p O U J C) r z O O co CO S — Lo �' `r° c I- v, O coo 3 °b 'I) Y v m 3 a) ° �Q c � . n ° Q Xa � $ o u 0) m� o c E ao w 0 a) a) � 0-0 0- N c ^ m E 0 CD. _ .-a - 0'- -0 � c rnE n c o ° E c: � CO > S 0 5, d d LL U m o -o•C U (6 > E-C'` U U ° N U O Q dmc °o Q) C, ia � Ca (n a w V Co 3 s C nz Q� N Cs c O 4- c6 N N N Q.4; m n a) @ (0 -0 m O C n•C o n.O• m C C E O s N•U m C CO w W o � m ocA ai ° c� ° c E rn� 3 co C) co QE ^ c m m U :3 Ewa m ° o (1m a) ) a) m 00 F' O to 7 E U O O O N U to N C a) t-f c Q w cn Z �°� C •C U Qm c @ vac c O v Q Fw- U ■ ■ m -0 QO 0 ■ ■ ■ N Q O LL a w d R 0 0 y J aJ y a(1)N cD -J ) a w 3 F° Q o a a) F. t- z z O 41 3i Y t C f�0 C y m c lA Co � N m m c > d U >, u ,'. O 0 z tm cc C 00 = = E Q m LL �. aj '�anny �t. > N V V E U) O W a < ul c Cl Q 4 U w 4) U w F- LLl z ~ 0 w W 6 , N c, z 00 w n� az Z Activity Activity Orig Rem Updated % Early Early Actual Actual Total Description Dur Dur RD/% Comp Start Finish Start Finish I Float =tit. Rt ' 2��. 14t1i.�8`'CONES>�-�'•�+^`�:�,i+�`�4�i,x it�tw'�. r. r_-,'�,u. is....:,� _ 150 - BUILDING ELECTRICAL OPERATIONA 0 0 1 0 29SEP03' 49 145 BOILER ROOM /HEAT OPERATIONAL 0 0 1 OI 130CT03 I 2 3265 OCCUPANY 01 0 1 01 131DEC03 I 1 7 110 (SCHEDULE RECONCILIATION 1 182' 182' I 0OIJAN04 130JUN04 0 i V. PHASE 1 COMPLETE 1 PHASE 2A 1 01 0 1 0101 JULOe' BEGIN 120 (PHASE 2A FINISH/PHASE 2B BEGIN 1 0 01 1 01 01SEF94' O 170 IPHASE 2BCOMPLETE 01 01 01— 08JUN05' 1 I 0 1 i SITEWORK PHASE 1 . SOUTH AREA — 3115 BOULDER RETAINING WALL I 15` 15 I 0130SEP03 20OCT03 I I 420 I COMBINED BUILDING 3105 (CONCRETE PAVING AND FLATWORK i 15( 2 1 87125AUG03A 01OCT03 25AUG03 i 2 3110 SITE IMPROVEMENTS 15 2 I 87 -2 125AUG03A 01OCT03 25AUG03 I % I 3135 LOAM @ BUILDING I 151 21 87125AUG03A IOIOCT03 125AUG03 1 --2 " 3270 ;LAWN @BUILDING 1 101 1 9029SEP03A 020CT03 1293 P03 -2 3145 (PLANTING @BUILDING 1 201 201 O30SE 03 270CT03 I 4161 I' I ?l 3330 �SiTE COh.F_ETc,F OR SE PT 2003 j 0 0 I 01 020CT03 i I SCHOOL YEAR 1 1 SITEWORK PHASE 2 OWNER VACATE PREMISES ! 1 3150 IOWNER VACATE BUILDING I 10i 10 0 01JUL04 15JUL04 1 i O'16JUL04 122JUL04 3160 TERMINATE UTILITIES i 51 51 I —I 1 i 1 3155 FERIOD OF I,?UNICIPICAL USE iii 11 Gi i6JULG4 130J'JL04 ( 1 10I f 1 I 101 101 127AUG04 _-- 3175 ISITE DEMOLITION 1 OII6AUG04 I I 20' 201 016AUG04 13SEP04 I O 3165 1ABESTOS AEATEMENT _—_ _ : 3170 BUILDING DEMO!ITION I 3011 30' 0 30AUGC4 111OCT04 1 1 COMPLETE PLAYING FIELDS&PARKING —---� �—3245 CONCRETE WP.LKS&PAVEMENT @ 151 5 67 j02SEP03A 0800"f03 102SEF03 ~Q i I LOWER FIELDS -- --- —-- 261 3180 1SITE FILL @ CABION WALL — 1 15 151 0I07SEP04 127SEP04 i I _--.---- 1 751 3195 iSTORM DRAIN @PARKING 101 10i— O;12IIS=PO4 110CT04 32040 ;WATER SERVICES @PARKING 101 10� 1 O'1120CT04 250CT04 I `�i I 3185 SITE FILL @ FIELDS I 201 20i O i 120CT04 108NOVO4 1 1 — -- `C I 1 3215 iBASE @PARKING 1 5i 5 0,260CT04 101NOVO4 - - 1 O'02N OVO4 103 NOVO4 2�: 3220 PAVING BINDER @ PARKING 2I 2 1 i 3225 FIN'ISHPWNG 5 5I— 0iO4i10VO4 ItONOVO4 ! I ------ I 1 C. 3190 STORM DRAIN MAINS&BASINS i 301 30 Oi09NOVO4 120DEC04 ---- 1 3226 I PAVENIENT STRIPING 1 2 I 21 O i 11 NOVO4 112NOVO4 1 3240 1311 INIPROVE„tENTS @ LOWER 1 i01 101 0 i15N0VC4 126NOVO4 2E. JLL I FIELDS ..tart Da t e IWAR02 Earlysar NA17 N.c, Finish Date 08JUN05 prog,ess bar D 3CSEPR33 F Data Ca:a Critical Adrvity Run Date C8CaT03 17:15 Activity Orig Rem Updated % Early Early Actual Actual Tota{ ' Description Dur I Our I RD/% Comp Start I Finish Start Finish Float '3230 FINAL GRADING SITE&FIELDS I 10 10 1 0121 DEC04 05JAN05 I ( ( p) 3235 FIELD DRAINAGE @ALL AREAS 301 301 0 06JAN05 I16FEB0.3 p. 3250_ FINAL LOAM @ ALL FIELDS 301 30 OII7FEB05 30MAR05 p 3255 (IRRIGATION SYSTEMS @ALL FIELDS 30 30 I 0131MAR05' I 11MAY05 I I 01 3260 SEEDIKG&PLANTINGS @ ALL FIELDS' 40 40 1 0 14APRO5 I08JUN05 ! 0 1 NEW CLASS ROOMS 2585 FLOOR TREATMENT(1STFLOOR) 15 21 87I01MAY03A IOIOCT03 01MAY03 I 12 1590 SET CASEWORK(3RD FLOOR) 101 1 1 90107MAY03A 30SEP03 07MAY03 I 2I 2305 SETCASEWORK(2NDFLOOR) I 101 1 90i22MAY03A 1 30SEP03 !22MAY03 - 121 I i I I 2810 ICASEVVORK PLUMBING FINISHES 10 1 90123JUN03A 107OCT03 123JUN03 17' 2ND FLOOR) 1 I I 2590 LIGHTING FIXTURES(1ST FLOOR) I 151 1 i 93 25JUN03A I07OCT03 25JUN03 .2 I 1 2615 1SETCASEVvORK(1STFLOOR) 10i 1 ` 90 24JUL03A i30SEP03 124JUL03 121 2620 CASEWORK PLUMBING FINISHES 10' 21 80'15AUG03A 01OCT03 !15AUG03 12 1 ST FLOOR) 2625 CASENARK ELECTRICAL FINISHES I 101 2 80115AUG03A 1OIOCT03 IISAUG03 I 1[. I(1 ST FLOOR) I 1625 !FINISH CAPENTRY 401 51 88117MAR03A 0SOCT03 117MAR03 i 23; i 1595 IDOOP.S,HARDWARE 40 1 i 98 12MAY03A i30SEP03 113MAY03 I1575 !START UP;CHECKOUT ELEVATOR 10, 1! 90 15MAY03A !30SEP03 15MIAY03 2? 1650 CEILING TILE 30' 51, 83,23-MAY03A 1140CT03 123MAY03 1 1r E i I I 1660 TOILET ACCESSORIES 15 2. 87104JUN03A i01OCT03 iO4JUN03 23 I I I 1630 ISPEC!ALITiES 101 1' I 90 23JUN03A 30SErJ3 123JUN03 1 1600 FINAL PANT 30 61 i 80123JUN03A 15GCT03 123JUN03 i I I 1 I I 1645 HVACSTARTUPICHECKOUT 20, 101 50 OSAU003A I13OCT03 05AUG03 i --T- 1605 1PUNCH LIST(3RDFLOOR) 1 30; 151 50130AUG03.A i200CT03 i30AUG03 �< 1 1610 PUNCH LIST(2ND FLOOR) 30 15! 50130AUG33A 1200.x.703 30AUG03 I 1= I ! 1665 1FINAL HVAC TEST&BALANCE ! 5 41 i 20 22SE;=G3.A 17OCT03 22SEP03 1615 PUNCH LIST(1ST FLOOR) 30' 30 Oi30SEP03 11ONOV03 I 1� 1 � 1 1675 tFINAL LIFE SAFETY SYSTEM i S 51 O'.090CT03 115OCT03 1 1 (CHECKOUT/TEST 1640 I FINAL CLEANING 15' 15 1 — I 01;11 NOV03 101 DEC03 1670 SUBSTANTIAL COMPLETION 01 0! 1 0; 01DEC03 1ACADEMIC VANG SOUTH WNb.=PHYSICAL EDUOATION AREA 1775 INSTALL METAL CLADDING 30! 1 97110APR03A I30SEP03 I10APR03 ! 17 GYM&ATHLETIC ROC4v1S 1795 OVERHEAD ELECTRICAL ROUGH IN 1 251 1 1 95 16JUN03A 130SEP03 116JUN03 2845 1INSTALL OVERHEAD SOUND SYSTEM: 301 1I I 97116J!JN03A 30SEP03 116JUN03 r 1825 PAINT WALLS 201 101 ! 50115AUG03A 1130CT03 j15AUG03 I Start Date 15MAR0< NA17 6arry fiat y , Finish Date 08JUN05 Pr ress fiat Data Dave 30SEf'Gr' " F. Run Date GBCC T 03 17:15 A A^.wity Description wr'9 Rim Updated % Earl 2850 INSTALLOVff- EA SCOREBOARD Dug Dui RD/% com y Early Actual Actual 1. SYSTEM P Start Finish Start 1880 DOORS&HARDWARE I 5 67 16SEP03A 01OCT03 16SEP03 Finish 3 � 1865 INSTALL WOOD FLOORS STEM 40 23S�Poc 3A 1��T03 23SEP03 20 17 15 26SEPo3A 240CT03 265EPo3 1845 INSTALL GYM DIVIDERS 1850 INSTALL OVERHEAD GYM I 10I 5 I 50 29SEP03A 08OCT03 29SEPo3 (EQUIPMENT 15 12 I 21101 29SEPo3A 290CT03 2c 2650 (INSTALL LIGHTING FIXTURES _ I SEF03 — -- i10 10' I OIO2CC 103 I _ 1875 I INSTALL V100D FLOOR POLY FINISH ' 5I SI I11OCT03 I 1870 (INSTALL BLEACHERS OI270CT03 I310GT03 101 10 2655 0 i 03NOV03 114 NOV03 j (ARCHITECTURAL FINISHES 15 15 I — TEAM LOCKER ROOM•LEVEL 1 I 0103NOV03 21 NOV03 I 1900 CERAMIC FLCOR&WALL TILE( 10 • FLOOR 1 1 90 28JUL03q 30SEP03 1945 i CEILING GRID(FLOOR i 28JUL03 I 5 1 I 80 25AUG03A 01OCT03 2020 (DOORS&HARDWARE(FLOOR 1) 5• 25 G03 I 3I I 1980 LIGHTING FIXTURES(FLOOR 1) 40I22SEP03A I20NOV03 22SEP03 1995 101 10 0 20 20CTC J RGD'S I 1150CT03 I 101 101 + 01020CT03 CEILIN 2000 G TILE(FLOOR 1) 150GT03 5 SI 0116OCT03- 1950 iPLUMBING FL�CTURES(FLCOR 1) I 10 I220CT03 � 1G� 23 T03 05 NOV03 2855 (FLOORING(FLCOR 1) � I 1 I � IO,.AOV03 I --___.-- i5I iIn O'230CT03 1970 I Fi`!AL 2NOV03 PAINT(FLOCK 1) I I � - i 1 2895 IELEC I Si SI I VI13NOV03 I19VOV03—j ----- TRICAL WP, L DEVICES(FLOOR I _ 1) 2015 iLOCKERS 5I Si i— OI�vo 26NOV03 (FLOOR 1, Si bl I 0 20NOb03 1 2030 BENCHES(FLOOR 1 26NOV03 ----'-- ) I — 5I SI Oi20NOV03 TEAM LOCKER ROOM-LE 26tvOVQ3 1975 VcL 2 ( j I (LIGHTING FIXTURES FLOOR 2) — i 15I SI 67i 12A0003A � 1985 I RGD'S(FLOOR 2) i 66CCT03 11 2A0003 15, 1i 1 1 2010 i DOORS&HARDWARE(FLOOR 2) I 15 I 93I20AUG03q ---- I305EP03 i2GAUG03 3 1990 CEILING TILE(FLOOR 2) I I 801 29SEP03A I090C T03 I29SEP03 i -------- SI 5 I 007OCT03' 2860 (FLOORING(FLOOR 2) 1 j � 130CT03 I ' _-- 15I 15 f 1;070CT03 1940 1PLUNIBING FIXTURES 270CT03 (FLOOR i-- 1 I �) 5I 5i 0 280CT03 — ----1 1960 FINAL PAINT FL ,'03AIOV03 -PAINT(FLOOR OOR 2) I SI SI I 2645 ELECTRICAL WALL DEVICES(FLOOR I 51 5 I OI04NOV03 I10NOV03 r— 22 21 I I OI I I NOV03 I 005 I LOCKERS(FLOOR 2) 117NOV03 —__--_!.- 5i SI I Qi 11 NOV03 I 2025 17NOV03 ---- _ I BENCHES(FLOOR 2) I 5 5 0 1 NOV03 I I I 1 17NOV03 I — SOUf>{yylNq 'AUDITORIUMIARTsikIT6kEN -- BOILER ROOM :.- i 1080 IOVERH°AD ELECTRICAL POUC, 'i LV i 201 1 112 I PRIME PAINTING -- I 95 17FEB03A I30SEP03 — — lrrr_B03 I 15' 2I�—I 87,12MAR03A IO2CC T 03 Z+ FF 1255 Itv1ECHA,NICALINSU I It -- L CATION ! 101 10, j 1330 PLUMBING I 0j , 130CT03 1 12AG03 ----, 10. 2 I SOI29,4UG03A 130CT03 129AUG03 Start Date Finish Data 15MAR02 Data Data 08JUN05 "tA17 Run Daze 30SEP03 Early gar UOCT03 17:15 Progress Bar N. F. . (�Primavera Systems,Inc. Activity Orig Rem Updated % Early Early Actual" Actual Total Description ,u RD/°i Comp Start Finish Start Finish Float 1130 DOORS&HARDWARE 5 1 1 1 80 30AUG03A 03OCT03 130AUG03 41 1135 PLUMBING FIXTURES 5 5 0 30SEK3 060CT03 44l 1120. STARTUP/CHECK OUT BOILERS 51 5 0 01OCT03 07OCT03 1 6 ARTS/CAFETERIA 2305 CERAMIC TILE 15 41 7310JUL03A 1030CT03 (10JUL03 I I 21 2300 HANG DRYWALIJTAPE&SAND I 10 1 1 90I01AUG03A 130SEP03 101A0003 I 2I CEILINGS,SOFFITS) 1 2360 CEILING GRID 15 1 1 93102SEP03A 130SEP03 102SEP03 1 w I 2390 RGD's 101 2I I 80 02SEP03A 020CT03 102SEP03 i 1— 1 2310 ISET FOODSERVICE EQUIPMENT 151 10 33 02SEP03A 16CCT03 i02SEP03 I —1-21 I 2945 SET CASEWORK I 15 10 33 02SEP03A 210CT03 102SEF03 i g I 2980 DOORS/HARDWARE(ARTS AREA) I 15 1 0 33122SEP03A �270CT03 i22SEP03 I q� 2355 'ERECT SPECIALITY DOOR 20 101 I 50129SEP03A 120OCT03 129SEP03 —-- ASSEMBLIES 1 2365 1LIGHTING FIXTURES I 151 15 0 30SEP03 I f0_665 T03 1 - _F, 2370 RGD'S 15 15 0 30SEP03 120OCT03 1 6 1 2985 IFINISH CARPENTRY(ARTS AREA) 1 201 20 I 0130SEP03 270CT03 I I _I ! 2940 VCT FLOORS 151 is! 1 01010CT03 121OCT03 I S' 2975 10EILING TILE(ARTS AREA) 1 151 15 1 0 07CCT03 270CT03 I �; � 2350 �FOOD SERVICE PLUMBING 1 101 101 1 0 1 170CT03 300CT03 —%w,, I CONNECTIONS j 2950 1CASEWORK PLUMBING FINISHES 10 10 01220CT03 1104NOV03 ---- I 2955 CASEtAORK ELECTRICAL FINISHES 1 10! 10I 0122CCT03 04NOV03 -- I ( 2960 I FOOD SERVICE ELECTRICAL ( 10� 10 01220CT03 04NOV03 ,CONNECTIONS , I I I `i 2410 ACO USTICAL CEILING TILE(ARTS& 1 101 10 i 0 j 05NOV03 118NOV03 3 CAFE I i 1 AUDI T ORIUIM CEILING -- 2335 OVERHEAD SOUND SYSTEM ROUGH 1 15 1 9316JUN03A 130SEP03 116JUN03 j IN(AUDITORIUM) I 2270 11NSTALL OVERHEAD LIGHTING 101 1 i 90I28JL'L03A 30SEP03 128JUL03 1y I 2245 �'CEILING GRID(AUDITORiUM) I 15i 31 80I30JUL03A 1020CT03 30JUL03 1 2230 -ERECT SUSPENDED DRYWALL 20; 2 90130JUL03A '020CT03 30JUL03 ; PANELS(AUDITORIUM)1 ( 1 3070 INSTALL SOUND SYSTEM TRIM 1 15 101 33125A0003A 19NOV03 125AUG03 2345 RAILINGS/MISCMETALS 5' 21 60130AU'G03A '0IOCT03 130AUG03 I (AUDITORIUM) 2830 1SUSPENDED PANEL WOOD TRIM 1 201 4 80130AUG03A 108OCT03 30AUG03 i 2330 1 PRIME PANT(AUDITORIUM) 101 71 3013OA'UG03A 113OCT03 !30AUG03 i i I 2250 ;ACOUSTICAL CEILING TILE 151 15 1 0 03OCT03 1230CT03 `--- (AUDITORIUM) I 1 2385 1ACOUSTiCAL WALL TREATMENTS 1 151 141 7 17OCT03 105NOV03 i (AUDITORIUM) 2995 1INSTALL LIGHTING TRIM 1 151 15 1 0 230CT03 12NOV03 —-- AUDITORIUM WALLS t r I 2335 ;CERAMIC TILE(AUDITORIUM) I 20 131 10123 J'JN03A 23OCT03 23JUN03 2380 ;DOORS&HARDWARE(AUDITORIUNI) t0i 71 I 30119SEr03A 113NOV03 ;19SEP03 P 1 1 2400 ILOUVERS(AUDITORIUrJ) 1 51 51 1 0117CCT03 23OCT03 i ---- -- 1 2340 1 FINISH CARPENTRY(AUDITORIUM) 1 201 201 1 01170CT03 113NOV03 , Start Date 1:"AAR02 L�,17 Finish Date 08JUN05 L— Eady ar Data Date 30SEP03 ja Progress Far Run Data C80CT03 17:15 A Critical Amity F Activity I Orig Rem Updated I % Early Early Actual ID Description Dur Dur RD/% Comp Start I Finish Start I Actual 2405 FINAL PAINT WALLS(AUDITORIUM) 15 15 Finish 0114NOV03 104DEC03 STAGE V1ORK 2395 STAGE LIGHTING(AUDITORIUM) 15 4I I 73 25AUG03A I030CT03 125AUG03 2425 STAGE RIGGING(AUDITORIUM) 10I 11 I 90130AUG03A 30SEPo3 30AUG03 1 - 2275 (WOOD STAGE FLOORING 151 151 (AUDITORIUM) I O'OIOCT03 21OCT03 2870 (AUDITORIUM) CURTAIN 1 51 51 I 0 220CT03 I2 SIX T03 OVERALL 2910 ELEVATOR STARTUP/CHECKOUT 1 101 1 1 90 25AUG03A 130SEP03 125AUG03 2875 HVAC START UP I DI 41 20 26SEP03A 126yOV03 26SEP03 2955 TO{LETACCESSORIES 10 10 1 I I I I 1 01140CT03 27OCT03 --- 299!1 FINAL Pi 201 201 1 01140CT03 1ONOV03 1 1 ---- 2035 SPECIALTIES(FLOOR 2) S) 5 I OI 11 NOV03 17NOV03 1 2435 1AUDITORIUM SEATING(AUDITORIUM)1 101 10I i 0111 NOV03 24NOV03 -- 2430 CARPET(AUDITORIUM) 10 10 1 { 1 1 0118NOV03 1OIDEC03 I 1 2040 SPECIALTIES(FLOOR 1) 5I 5' I I 0120NOV03 26NOV03 2880 1 HVAC TEST&BALANCE I 141 141 i 0'21 NOV03 I 1 ODEC03 — I 2890 FINAL LIFE SAFETY SYSTEM I q� q ' ? 0 27NOV03 02DEC03 CHECKOUT/TEST _ 2885 PUNCH LIST i I I 15, 15 0�03DEC03 1 I I23DEC03 I -- 2865 1 FINAL CLEAN;NG I 1 10i 101 1 0:17DEC03 131DEC03 29115 t (SUBTANTIAL COMPLETION ARTS/ I 0, 0 PHYSS 1 i 0 i 1 I 31DEC03 1 I I z -tr•,:(...1 s.?„t'sti.4�+�:h .�.s.:7i..F v.•4' '7.':-tom .,.4. ' .r - a -?. - t FD09520 1 FAB&DEL ACOUSTICAL WALL I 251 1 I (TREATMENT 13 48:05SEP02A 160C 03 105SEP02 FD12710 FAB&DEL-AUDITORIUM SFATING 40' 20 1 i SOt010CT02.A 1270C T03 -0 1- FD09550 1 FA9&DEL-GYM FLOORING I I I 1 1 96112FE803A I-oc 03 I12FEBo3 111480 I FAB&DEL-ATHLETIC&SFORTS 1 ' EQUIPMENT I h0l 101 75112FE803A 1130CT03 112FE803 FD10500 FAB&DEL-LOCKERS 251 11 I 96102JUN03A 130SEP03 102JUN03 I ---- FD10650 FAB&DEL-OPERABLE PARTITIONS i 401 101 I 75115JUL03A 130CT03 15JUL03 -- - F508300 1 FAB 8 DEL-SPECIAL 25 DOORS I i 51 i 8028JU1l 106CCT03 I28JUL03 1 SU02050 PREP&SUB- DEMOLITION I 1 5' 15 OI30SEP03 2000T03 -_-- S 0208 PREP&SUB-ASBESTOS };I 151 Oi30SEFG3' 200CT03 (ABATEMENT I yl 1 RA02050 iREV&APP-DcMOLITIOiJ 1G1 10! Oi21CCT03 103NOV03 -- - 1 I I 1 RA02080 )REV&APP-ASBESTOS ABATEMENT 1 10 101 O I 210CT03 103NOV03 I I I 1 1 ---— Start Date 15MAR02 Finish Date 08JUN05 Early Bar NA17 Data Date 30SEP03 Prrress Bar Run Dare 08OCTC3 17:15 Crrcal Activity