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64-189 - Dove Road - CONSERVATION COMMISSION a Orm_ varwtl�l-I� pov-alce AveFrainue. "9- lon)I nn No 1331 HASTINGS. MN LOS ANGELSS.CNICAGO.LOGAN,ON , "'ACGOR,TX.LOCUST GROVE,GA { Y A A. Form a JUN 12 1992 °_ - - t 9��d H� $ DEP Fiie Ftd. � ��1 rt'4Aa� j 1 sr SALT I PUAMU PENS rTo oe orovioeo by DEP) 7. Commonwealth 1 alv low, Salem of Massachusetts - Aooiican: Salem Hospital Certificate of Compliance Massachusetts Wetlands Protection Act, G.L. c. 131 , §40 From Salem Conservation Commission Issuing Authority To Salem Hospital City of Salem (Name) (Address) 1. Z. Date of Issuance .Tan„ary 23, 1991 �r This Certificate is issued for work regulated by an Order of Conditions issued to Salem Hospital l'o cn dated 4/12/90 and issued by the Salem Conservation Commission -n 1 . .1c It is hereby certified that the work rani datari nv rho shove-referenced Order_of Conditions has _ been satisfactorily completed. For on—going conditions, see attached sheet. w 2. = It is hereby certified that only the following portions of the work regulated by the above-reter- enced Order of Conditions have been satisfactorily completed: (If the Certificate of Compliance does not include the entire project,specify what portions are included.) 0 CO 3. _ It is hereby certified that the work regulated by the above-referenced Order of Conditions was c� never commenced.The Order of Conditions has lapsed and is therefore no lonoer valid. No future work subject to regulation under the Act may be commenced without filing a new Notice.of Intent and receivmc a new Order of Conditions. ....................................................................................................................................................................................... (Leave Space Blank) 6-1 Effective 11/10/89 r - - _ 8K 11201 'AGE 06 4. x This certificate_shall be recorded in the Registry of Deeds or the Land Court for the district in which the land is located. The Order was originally recorded onlnstrument No. 641 ogdate) July 12, 1990 at the Registry of Deeds. Essex Sourh `.- _ -- =-;'_�if1m1K -1 ffi District and Document number 255089 on June 18, 1990 5. x: The following conditions of the Order shall continue: (Setform any conditions contained in the Final Order, such as maintenance or monitoring,which are to continue for a longer period.) * SEE ATTACHED PAGE Issued by Salem Conservation Commission Signature(s) I � 11 ( I When issued by the Conservation Commision this Certificate must be signed by a majority of is members. On this day of 19 9' before me personally appeared ,0-� /' O to me known to be the person described in and who executed the foregoing instrument and acknowledged that he/she executed the same as his/her free act and deed. Notar,TPuac My commission expires Detach on dotted lino and submit to the .................................................................................................................................................................................................................. To Issuing Authority Please be advised that the Certificate of Compliance forme protect at: File Numoer nas been recorded at the Registry of and has oeen notec in the main of tive of the affected orocEnv on 1 9 It retorted ianc.me.ns-rument numcer.vrt= oennnes m:s:ransaaion,s !!registered land the cdcument number wnicn/cennnes this transaction is Signature Aooiicant B•2 1 • BK 11201 PAGE 197 ' 1 . All catch basins and pipes shall be fitted with oil and gas traps, and all catch basins, manholes and pipes shall be maintained in good hydrologic condition and be kept free of litter, refuse or other extraneous matter . A letter stating that said annual cleaning and maintenance has occurred shall be filed with this Commission annually. This letter must be received by December 15th of each year . 2 . Use of rock salt (sodium chloride) or other toxic de-icing chemicals on paved areas is prohibited and any arrangement for snow removal shall so stipulate. The Commission reserves the right to investigate any arrangement for snow removal. F�• d tit ✓� , w 310CMR 10.99 '''�II l �✓� CY Forms �l) U1 OEPRieNo. i —189 (To oe p try OEP) Citv,Town Salem _ Commonwealth of Massachusetts Aopacant Salem Hospital Order of Conditions Massachusetts Wetlands Protection Act G.L. c. 131, §40 From Salem Conservation Commission To Salem Hospital riry nf c,tom (Name of Apphcanq (Name of property ownerl Address 81 Highland Ave. , Salem, MA Address93 Wnshineorn. cr f ca1,m, MA This Order Is Issued and delivered as follows: } by hand delivery to applicant or representative on pqay 2 (date) py certified mail. return receipt requested On (Cate) This orolect is located at off Dove Road. Lot 221 Map 24 The property is recorded at the Registry of Essex Book ' 1850 Page 447 Certificate(if registered) No- 271 The Notice of Intent for this project was filed on 3/13/90 (date) The public nearing was was closed on (date) Findings The Sal Pm r n ar �r r 'ss'ere has reviewed the above-referenced Nonce of Intent and plans and has nerd a public hearing on the project. Based on the information avallaole to the Commission at this time, the Commission has determined that the area on wnlcn the or000sed work is to be done Is significant to the following interests In accordance with the Presumptions of Sionlflcance set forth In Me regulations for each Area Subject to Protection Under the Act(check as appropriate): Public water supply Flood control ❑ Land containing shellfish L Private water supply ® Storm damage prevention Fisheries Lt Ground water supply ® Prevention of pollution Protection of wildlife habitat Total Filing Fee Submitted $250.00 State Share$112.50 City/Town Share $137.50 (1/6 fee in excess of S25) Total Refund Due S Cityrrown Portion S State Portion S (1/2 total) (1/2 total) Effective 11/10189 5.1 1 t Therefore. the Commission hereby finds that the following conditions are necessary, in accordance with the Performance Standards set forth in the regulations, to protect those inter- ests Checked above. The Commission orders that all work shall be performed in accordance with said conditions and with the Notice of intent referenced above. To the extent that the lot- lowing conditions modify or differ from the plans. specifications or other proposals submitted with the Notice of Intent. the conditions shall control. General Conditions 1 . Failure to comply with all conditions stated herein. and with all related statutes and other regulatory meas- ures. shall be deemed cause to revoke or modify this Order. 2. This Order does not grant any property rights or any exclusive privileges:it does not authorize any injury to private property or invasion of private rights. - - - — - 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state Or local statutes. Ordinances.by-laws Or regulations. .. The work authorized hereunder shall be completed within three years from the date of this Order unless _ _ - either of the following apply: (a) the work is a maintenance dredging project as provided for in the Act:or (b) the time for completion has been extended to a specified date more than three years, but less than fiveyears.from the date of issuance and both that date and the special circumstances warranting the extended time period are set forth in this Order. 5, This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill,containing no trash,refuse, rubbish or de- bris, inciudinc but not limited to lumber, bricks. plaster,wire,lath,paper, cardboard, pipe, tires, ashes. refrigerators.motor vehicles or parts of any of the foregoing. 7. No work shall be undertaken until all administrative appeal periods from this Order have elaosed or.if such an appeal has been filed, until all proceedings before the Department have been completed. B. No work shall be undertaken until the Final Order has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property.In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of registered land. the Final Order snail also be noted on the Land Court Certificate of Title of the owner of the land upon which the Proposed work is to be done.The recording information shall be submitted to the Commission on the form at the end of this Order prior to commencement of the work. 9. A sign shall be displayed at the site not less than two square feet or more than three square feet in size bearing the words."Massachusetts Department of Environmental Protection, File Number 64-189 10. Where the Department of Environmental Protection is requested to make a determination and to issue a Superseding Order. the Conservation Commission shall be a party to all agency proceedings and hearings before the Department. 11 . Upon completion of the work described herein.the applicant shall forthwith reduest in writing that a Certificate of Comotiance be issued stating that the work has been satisfactorily completed. 12.The work snail conform to the following plans and special conditions: 5.2 Plans. Title Dated Sipneo and Stamped oy: On File with PLAN OF PROPOSID LQT 19/19/2 Richard N Wa'8f de Salem Conservation Commission "K" Revised 12/21/88 Prepared for Salem Hospital Special Conditions(Use additional paper if necessary) See Attached ........ __ __......._. . ........ - ..... ... ....... ...................................7..... - . (leave Soace Bienk) 5-3A Plans: Title Dated Signed and Stamped by: On File with Special Conditions(use additional paper it necessary) ........................... ...................... .._........... .............................._..................................... _. . .. . (Leave Soace Blank) 5-36 Issued By Sa m Conservation Commission Sig aturel This Order a gned by a majo the Conservation Commission. On this 2nd day of May 19 90 before me -- -- personally appeared the above named , to me known to be the person described in and who executed the foregoing instrument and acknowledged that he/she executed the same as his/her free act and deed. GNgfWlt.f7 �e,�jf,�//� September 2, 1994 Notarf Pubii# My commission expires The aooacam.the owner any person aggrieved try this Order.any owner of land abutting the land upon which the proposed work is to be cone,or any ten residents of line City or town in winch such land is located.are hereby notifted at their nght to reduest the Department of Environmental Protection to issue a superseding Order, providing the reouest is made by candied mail or hand delivery to the Department. with me appropriate filing fee and Fee Transmittal Form as Drowcea in 310 CMR 1OMM,within ten days from the date of issuance of this Determination.A copy of the reouesl snail at the same time pe sent by centhed mall or hand ceuvery to the Conservation Commission and the appucant. G O in in m 0 G O .rH U Detach on dotted line and submit to the prior to commencement of work. 3 a O .................................................................................................................................................................................................................. G -H a) u G O _ :ssuino Aulnonty > m rn a1Q) Y+ u U O Please be advised that the Order of Conditions for Ine protect at ca N x CO al D =de Numoer ]as 0een recorded at me Reoistry of and O U r-I � ro N h N has been noted in The chain of fine of the affected crooerty in accordance with General Condition a on , 1 9_ ai a C a) N ro It recorded Lana. the instrument number which identities this transaction is rn cn O rn If registerea Jana. ine document number which identifies this transaction is ...cna:ure .Applicant 5-4A Issued by the Department of Environmental Protection Signature On this day of 19 , before me Dersonally appeared to me known to be the person descnbed in and who executed the foreaoing instrument and acknowledged that he!she executed the same 3s nisrner free act and deed. Notary Public My commission expires ie apdhcant.the owner.any person aggrieved by the Sucerseaing Order.any owner of land abutting me land upon which the prbppsed irk is to be cone.or any ten persons pursuant to G.L c.30A S10A,are hereby notified of their night to reouest an adludicatory,nearing �rsuant to G.L.c.30A. 410.providing the reauest is made by ceNnec mile or hand delivery to the Dedarim mint.wrm the ariproonale tiling fee it Fee Transmmal Forth as Provioea in 310 CMR 10.03M.within ten oays from me date of issuance of this Superssamg Order.and is dressed to:Docket Clerk.Office of General Counsel.Detachment of Emmonmemal Protection.one Winter Street,Boston,MA 02108. ]ODv of ins reauesl snail at rile same time be sent ov cenmed man or nand 0euvery to Ins conservation cornmision,the applicant.and any ier carry. a Notice of Claim for an Admdicatbry nearing snail comoiv with the Department s Rules for Acluitcatdry Proceeainbs. 310 CMR 1.01 t6).and snail contain line followino intormation 131 the D'eP Wetlands File Number,name of the apoucani and address of the orolect. (b1 the comoiete name.address and teiednone numoer of the party tiling ins reauest.and.If represented by counsel.line name and adaress of the anorney: I c) the names and addresses of all other dames,it known: tot a clear and concise statement of(1 I the facts wnicn are grounds for the ofoceedind.(2)the obiections to this Superseding Order. Incluolno soeafically the manner in which it is alleoea to oe inconsistent with me DeOartment s Wetlands Reculations(310 CMR 10.001 and noes not contribute to the protection or Ine interests Identified in the Act.and(3)the renet sougnt through the aalu- oicarory nearing,including soecmcally the cnanoes desired in the superseding Order: lel a statement triat a ccoy of the reauest has peen sent to the applicant.the conservation commission and each other party or red. resentative of such party.it known. Failure to suomn all necessary Information may result in a dismissal by the Dedanmenl of the Notice of Claim for an Adfucdatory nearing. Detach on dotted line and submit to the prior to commencement of work. .................................................................................................................................................................................................................. To ssumq Authority Please tie advised trial the Order or Conditions for the orolect at Pile Number nas been recorded at the Registry of and 7ae been notec,n me crain of tine of tie affected brooerry in accordance.,in General Coneinon 8 on . 19__ recorcea land. ire instrument numoer wnich identities this transaction is If re0istered and. :me document numoer which idenMies this transaction is Sionaiure Acolicant J-413 Special Conditions Salem Hospital Parking Lot 1 . All work shall conform to the above-referenced plans and those final specifications which shall be filed with the Commission prior to construction. Any change made or intended to be made in the approved plans shall require the applicant to inquire of the Conservation Commission as to whether the change is substantial enough to require a new filing. If the Conservation Commission determines the changes to be substantial, the Commission can require the applicant to file a Notice of Intent . 2 . Prior to commencement of construction activity, a haybale barrier shall be placed downgradient of construction to prevent siltation of the adjacent wetland. Haybales shall be anchored with stakes and entrenched 4 to 6 inches in depth. Trench material shall be deposited on the upgradient side of the haybale barrier. Haybales shall be inspected daily and those showing signs of deterioration shall be replaced immediately . The haybale barrier shall remain in proper functioning condition until all disturbed areas have been stabilized. 3 . Any additional erosion and sedimentation control measures deemed necessary by the Commission shall be instituted by the applicant . Any siltation caused onto any wetland or waterway areas shall be promptly reported to the Salem Conservation Commission and such areas restored to the satisfaction of the Commission. 4 . During construction, all debris, fill and excavated material shall be stockpiled more than 100 feet away from designated wetlands, at a location to prevent sediment from surface runoff entering wetlands . 5 . A paved berm shall be installed around the perimeter of the parking lot to contain and direct the flow of water to catch basins . 6 . All catch basins and pipes shall be fitted with oil and gas traps, and all catch basins , manholes and pipes shall be maintained in good hydrologic condition and be kept free of litter, refuse or other extraneous matter . A letter stating that said annual cleaning and maintance has occured shall be filed with this Commission annually . 7 . Servicing of equipment must be done outside the Buffer Zone to the resource area . Equipment must be maintained to prevent leakage or discharge of pollutants . Overnight storage of equipment must be 100 feet from the wetland boundry. 8 . Use of rock salt (sodium chloride) or other toxic de-icing chemicals on paved areas is prohibited and any arrangement for snow removal shall so stipulate . 9 . Members and agents of the Salem Conservation Commission shall have the right to enter and inspect the premises at all reasonable times to evaluate compliance with the conditions stated in the Order, and may require the submittal of any further and additional data deemed necessary by this Commission for that evaluation. 10 . Upon completion of the project, the applicant shall submit with their request for a Certification of Compliance, and affidavit prepared by a professional engineer or land surveyor duly registered in the Commonwealth of Massachusetts, stating that the site has been developed in accordance with the requirements of this Order of Conditions and the referenced site plan . 11 . Notice shall be given to this Commission no more than two ( 2 ) weeks nor less than two ( 2 ) days prior to the commencement of any construction activities . Said notice shall include in writing, the name ( s ) , address (es ) , business and home phone numbers of the project supervisor (s ) who will be responsible for -""-"— insuring performance of all sedimentation and erosion control , buffer zone alterations , and drainage system installation. 12 . All disturbed soils shall be immediately and similarly re-vegetated upon completion of construction activities or shall be mulched until the next growing season . 13 . Any proposed headwalls with pipes shall be fitted with a protective barrier approved by the Commission. These headwalls shall be kept free of any obstructions to the flow of water. 14 . During and after work on this project, there shall be no discharge or spillage of petroleum products or other pollutants into any wetland resource area or land within the Buffer Zone . 15 . There shall be minimal pruning and no removal of any buffer zone or wetland vegetation downgradient of the northern-most limit of workline, as delineated by the staked haybale line, on the above-referenced plan. 16 . This Order shall apply to any successor in control or successor in interest of the property described in the Notice of Intent and accompanying plans . D524 Salem Hospital 81 Highland Avenue Salem,Massachusetts 01970 Telephone(508) 741-1200 October 31, 1991 City of Salem Conservation Commission One Salem Green Salem, MA 01970 Julie Riemenschneider: This is to inform you that as of this date, the new Parking Lot "K" has been completed and is ready for a final inspection by the Commission. I have enclosed a letter from the Engineer of record which certifies as to the compliance of the project. If you have any questions or would like to meet me for a site tour, feel free to call me at 741-1200, extension 835-596. Sincerely, , t Frank Neville Project Manager Facilities Engineering cc: Donald DiPanfilo Ken Thompson Beth Debski , Planning Department, City of Salem RECEIVED NOV 1 y 1991 sn101 PLUJUNs DEPT. ATLANTIC ENGINEERING & SURVEY CONSULTANTS, INC P.O. BOX 776 - 30 PROSPECT STREET ROWLEY, MASSACHUSETTS 01969 (506) 948-7677 ******** FAX (508) 948-7590 October 21 , 1991 City of Salem Conservation Commission Salem , MA 01970 Re: D.E.P. File No: 64-189 As-Built Certification Parking Lot K Salem Hospital Dear Commission Members: The contractor has completed the construction on the above referenced site. This letter is to written to satisfy Special Condition # 10 of the Order of Conditions for the above referenced file. Atlantic Engineering has performed a field survey of the finished construction to insure construction compliance with the construction plans. This survey indicates that all completed construction substantially complies with the Order of Conditions and that no work was performed beyond the approved limit of Construction. If you have any questions regarding this matter please feel free to call . Si ohn B. Paulson President , P.L.S. ��� JOHNB. PAULSON No. 31725 lq�'EJSTZVF'0 c .c . Salem Hospital RECEIVEDAPR -_ GULF OF MAINE RESEARCH CENTER INC. ENVIRONMENTAL CONSULTING SERVICES SA EM PLAIM6 XIF X 204 LAFAYETTE STREET April 4, 1990 SALEM, MA 01970 (508) 745-6618 FAX (508) 741-8648 HAND DELIVERY Ms. Kathleen M. Winn Salem Conservation. Commission One Salem Green. Salem, Massachusetts 01970 RE: Amendment to Notice of Intent dated March 13 , 1990 DEP File No. 64-189 Applicant: Salem Hospital Project: Parking Lot off Dove Road Dear Ms. Winn: On behalf of the Applicant, Salem Hospital, we hereby request that the above-referenced Notice of Intent be amended by substituting the attached page 1. The Notice was submitted under provisions of the Massachusetts Wetlands Protection Act (M.G.L. Chapter 131 , Section 40 ) and the City of Salem Ordinance Pertaining to Wetlands. This new page contains corrections to the sections which describe the. property on which the Project is located. The original notice inadvertently referred to Salem Hospital as the site owner. However, the City of Salem is the record owner of the property and the applicant has been granted a perpetual easement over it for purposes of constructing and maintaining a parking lot. All other information in the Notice of Intent remains unchanged. GULF OF MAINE RESEARCH CENTER INC. In view of these amendments, we ask that you publish notice of the hearing now scheduled for April 12, 1990 and notify any abuttors not previously notified. Should you have any questions, please contact the Applicant' s attorney, John E. Darling, Esq. , Serafini, Serafini and Darling at ( 508) 744-0212. Thank you for your cooperation. Sincerely, Hugh F. Mulligan, Ph.D. /Director cc: DEP, Wetlands Division Certified Mail P-926-025-252 310 CMR 10.99 Form 3 OEP FM Ho. � - Commonwealth ~ ne bo PV"O woER o of Massachusetts Cay.Town Notice of Intent Under the Massachusetts Wetlands Protection Act, G.L. c. 131, §40 and Application for a Department of the Army Permit Part 1:General Information 1. Location:Street Address off Dove Road Lot Number 221, Assessor's Map 24 2. Prolect:Type Parking Lot Description The applicant plans to build a parking lot on 4.48 acres of property at this site. Construction activities will include the excavation, grading, and paving of areas lying within the 100 foot buffer zone of Bordering Vegetative Wetland (BVW) (310 CMR 10.55). All parking lot catch basins will be outfitted with MDC oil and grease traps to prevent surface and groundwater contamination. 3. Registry:County Essex South Current Book 1850 8 Page 447 Certificate(If Registered Land) No, 271 4. Applicant Salem Hospital Te1508-741-1200 Address 81 Highland Avenue, Salem, MA 01970 5. Property Owner City of Salem* Tel. 508-745-9595 Address 93 Washington Street, Salem, MA 01970 6. Representative Gulf of Maine Research Center; Inc. Tel 508-745-6618 Address 204 Lafayette Street, Salem, MA 01970 7. a Have the Conservation Commission and the Department's Regional Office eacn been sent, by certified mail or hand delivery,2 copies of completed Notim of Intent,with supporting plans and documents? Yes "m No b. Has the fee been submitted? 2 Yes ❑ No c. Total Fling Fee Submitted $250.00 d. Cityfrown Share of Filing Fee $137.50 State Share of Fling Fee $112.50 (sent to C41'rown) (th of fee in excess of 525, sent to DEP) e. Is a brief statement attached indicating how the applicant calculated the fee? Yes C No *Note: Applicant holds title to an easement from the City'of Salem for use of the site as a parking lot, which easement is recorded with Essex South District Registry of Deeds in Book .10381, Page 88. Effective 11110/89 V GULF OF MAINE RESEARCH CENTER INC. ENVIRONMENTAL CONSULTING SERVICES 204 LAFAYETTE STREET April 23 1990 SALEM, MA 01970 City of Salem Conservation Commission (508) 745-6618 One Salem Green FAX (508) 741-8648 Salem,Massachusetts ATTENTION: John Valles, Chairman m• RE: Salem Hospital Parking Lot, DEP File No. 64-189 Dear Chairman Valles: As discussed at the Salem Conservation Commission public hearing of April 12, 1990, Gulf of Maine Research Center, Inc. has prepared the following suggested list of Special Conditions which the Salem Conservation Commission might like to append to the forthcoming Order of Conditions under the Massachusetts Wetlands Protection Act (M.G.L. C. 131, S. 40) for the above-referenced project. • 1. It is the responsibility of the applicant, owner and/or successor(s) to ensure that all conditions of this Order are complied with. The project engineer and all contractors are to be provided with a copy of this Order and referenced documents prior to the commencement of construction activities. 2. Members and agents of the Salem Conservation Commission shall have the right to enter and inspect the property at all reasonable times to evaluate compliance with the conditions stated in this Order of Conditions. n ke� 3. Notice shall be given to this Commission no more (hone wo (2) weeks nor less than two (2) days prior to the commencement of any constructiovities. Said notice shall include, in writing, the name(s), address(es), business numbers of the project supervisor(s) who will be responsible for insuring performance of all sedimentation and erosion control, buffer zone alterations, and drainage system installation. 4. The limit of work must be defined by a continuous row of staked haybales, as located on the above-referenced plan. These haybales must be maintained and replaced, when necessary, until all disturbed areas are stabilized. 5. The applicant shall have on hand at the start of any soil disturbance, removal, or stockpiling, a minimum of twenty five (25) baybales and sufficient stakes for staking these bales. Said bales shall be used only for the control of emergency erosion problems, and shall not be used for the normal control of erosion. 6. All proposed effluent catch basins shall be outfitted.with oil and grease traps, which shall be cleaned and maintained on an annual basis. 1`A letter stating,that said cleaning has occured shall be filed with this Conservation Conte lion annuallyr Salem Hospital. GMRC No. 09940207. Page 1 1 GULF OF MAINE RESEARCH CENTER INC. Fa • 7. 'All disturbed soils shall be immediately/vegetated upon completion of construction activites or shall be mulched until the next growing season. 8. Upon completion of the proposed parking lot, the applicant shall comply with General Condition Number 11, above, and accompanying such request shall be a certification by a registered engineer that the work complies with that as shown and permitted on the above- referenced plan. Any variation must be noted and explained. 9. Salem Hospital, and all successors, shall make every effort to minimize the use of road salt on this parking lot and to use road salt alternatives (i.e., sand) whenever possible. 10. Any siltation caused onto any wetland or waterway areas shall be promptly reported to the Salem Conservation Commission and such areas restored to the satisfaction of the Commission. 11". There shall be no stockpiling of soil or other materials within 100 feet of any resource area. 12. Any proposed headwalls with pipes shall be fitted with a protective barrier approved by the Commission. These headwalls shall be kept free of any obstructions to the flow of water. 13. During and after work on this project, there shall be no discharge or spillage of petroleum products or other pollutants into any wetland resource area or land within the Buffer Zone. • 14. There shall be minimal pruning and no removal of any buffer zone or wetland vegetation downgradient of the northern-most limit of workline, as delineated by the staked haybale line, on the above-referenced plan. I hope that you are able to make use of this proposed list of Special Conditions for construction of the Salem Hospital parking lot. Please don't hesitate to contact me if any further questions arise. incer y, ug ulligan, PhD Director cc: Salem Hospital Serafini & Serafini • Salem Hospital. GMRC No. 09940207. Page 2 Shaughnessy-Kaplan Rehabilitation Hospital A Charter Health Services Affiliate Dove Avenue, Salem, Massachusetts 01970 (508)745-9000 July 6, 1992 Ms. Julie Riemenschneider City of Salem Planning Department One Salem Green Salem, MA 01970 RE: Salem Hospital Parking Lot. (Dep #64-189) Dear Ms. Riemenschneider: As put forth in the special conditions of May 1990, this letter is to inform the Commission of the completion of annual catch basin cleaning and maintenance. This work was completed on June 29, 1992 and all basins were cleaned and confirmed ,,to be in good repair. Please feel free to contact me if further information is required. Respectnxily Larry A. Healey Director General Services LH/KP cc: D. Geraghty 1 1 PROJECT SPECIFI CA TIONS FOR SALEM HOSPITAL PARKING L 0 T "K" DO VE A VENUE SALEM, MA SS. 1 NO VEMBER JO, 1990 1 I OWNER.• SALEM HOSPITAL . ' 81 Highland Avenue Salem, Mass 01970 ENGINEER: ATLANTIC ENGINEERING & SURI/EY CONSULTANTS, INC. P.O. Box 776, 30 Prospect Street Rowley, Mass 01969 1 ' S t ' SALEM HOSPITAL PARKING LOT K TABLE OF CONTENTS ' BIDDING AND CONTRACT REQUIREMENTS Pages ' BIDDING INFORMATION 00020 - Invitation To Bid 1 00100 - Instructions To Bidders 5 ' 00220 - Soil Test Pits 2 BIDDING FORMS ' 00300 - General Bid Form 3 ' CONDITIONS OF THE CONTRACT 00700 - General Conditions of the Contract 19 for Construction (AIA Doc . A201 , ' 1976 Edition) 00800 - Supplementary Conditions 9 ' DIVISION 1 - GENERAL REQUIREMENTS 01010 - Summary of Work 3 01025 - Unit Prices 1 t 01026 - Alternates 1 01027 - Applications for Payment 3 01040 - Coordination 4 ' 01045 - Cutting and Patching 3 01200 - Proiect Meetings 2 01300 - Submittals 6 ' 01500 - Construction Facilities and 8 Temporary Controls 01568 - Erosion and Sediment Control 4 01600 - Material and Equipment 4 ' 01700 - Contract Closeout 7 01720 - Project Record Documents 2 ' DIVISION 2 - SITEWORK 02000 - Sitework 2 ' 02100 - Site Preparation 5 02200 - Earthwork 15 02485 - Seeding 5 02490 - Trees and Plants 9 02500 - Asphalt (Bituminous) Concrete Pavement 5 02700 - Site Utilities 6 DIVISION 16 - ELECTRICAL 16100 - Electrical 3 ' TABLE OF CONTENTS TC-1 ' DOCUMENT 00020 ' SALEM HOSPITAL 81 Highland Avenue ' Salem, MA 01970 ' INVITATION TO BIDDERS The Salem Hospital invites sealed bids for the construction of ' Sealed bids , be received by Salem Hospital, 81 Highland Avenue, Salem Massachusetts , in the office of the Director of Purchasing, Davenport Building Level 3 , on ' by 4 : 00 p.m. . Bidders will be notified of the results within five ( 5 ) business days of receipt of bids. 1 INVITATION TO BID _- , ' 00020 - 1 ' INSTRUCTIONS TO BIDDERS DOCUMENT 00100 ' BIDDERS DOCUMENTS A. INSTRUCTION TO BIDDERS ' 1.1 Substantial completion is to be accomplished within ' calendar days after execution of the contract and final completion. within calendar days . All requests for stoppage of the work shall be directed to Salem Hospital 1 .2 Each bidder by making his bid represents that he has ' read and understands the documents, has visited the site, and has familiarized himself with the local conditions under which the work is to be preformed, and ' has based his bid upon the materials described in the complete set of bidding documents. The Owner shall not. be responsible for errors resulting from use of incomplete sets of bidding documents . 1 .3 Any interpretation, correction, or change of the bidding documents will be .Wade by addendum, which will ' be mailed or delivered to all who are known to have received a complete set of Bidding Documents . No addenda will be issued later than two ( 2 ) working days ' prior to the date for receipt of bids except, if necessary, for postponing the date for receipt of bid or withdrawing the request for bids. , 1 1 .4 All bids must be submitted in duplicate on the forms included herein. Sums shall be expressed in both words ' and figures, and in a case of discrepancy the written word shall govern. Any alteration or erasure must be initiated by the signers of the bid. The bidder shall ' make no qualifications of his bid, nor additional stipulations on the bid in any manner. Bids as submitted may not be withdrawn by bidders for a period of days following receipt of bids . 1 INSTRUCTIONS TO BIDDERS ' 00100 A-1 1 1 .5 Each copy of a bid shall include the legal name of the ' bidder, and a statement whether the bidder is a sole ' proprietor, a partnership, a corporation or any other legal entity. Each copy shall be signed by the person or persons legally authorized to bind the bidder to a contract. A bid submitted by a corporation shall ' further give the State of Incorporation and have the corporate seal aff9xed. A bid submitted by an agent shall have a current. Power of Attorney attached ' certifying the agent' s authority to bind the bidder. 1 .6 Bids are to be addressed as indicated on the bid form , enclosed herein and must be enclosed in an opaque, sealed envelope marked on the outside with the identification of the project. ' 1 .7 The Owner shall have the right to reject any or all ' bids. 1 .8 The Owner shall have the right to waive any informality ' or irregularity in any bid received. 1 . 9 Any request of clarification or additional information 1 is to be submitted in writing to Salem Hospital, ,81 Highland Avenue, , Salem MA 01970 . ' 1 . 10 Salem Hospital is non-profit . Bidders shall not include in their Bid any tax imposed upon sales or rentals of tangible ' personal property in this Commonwealth, such as any and all building materials , supplies , services and equipment required to construct and complete the Work of this Contract . ' 1 INSTRUCTIONS TO BIDDERS , 00100 -. A-2 ' C. QUALIFICATION OF CONTRACTORS ' 2 .1 Bidders to whom award of a contract is under ' consideration shall submit to the Owner upon his request a properly executed Contractor' s Qualification Statement, A'.I .A. Document A305 . ' INSTRUCTIONS TO BIDDERS 06100 - A-3 D. POST-BID INFORMATION ' 3 .1 SUBMISSIONS ' 3 .1.1 . Unless waived by the Owner, the Bidder shall, within seven days of notification of selection for the award of a contract for the Work, submit ' the following information to the Owner: 1. A designation of the Work to be performed by the Bidder with his own forces: ' 2 . A proposed schedule of construction progress listing each phase of construction. Work by ' other contractors must be accounted for in schedule. 3 . A list of names of the subcontractors or other ' persons or organizations ( including those who are to furnish materials or equipment fabricated to a special design) proposed for the principal ' portions of the Work. 3 .1 .2 The Bidder will be required to establish, to the , -- satisfaction of Salem Hospital, reliability and responsibility of the proposed Subcontractor to furnish and perform the Work. ' 3 .1 .3 Prior to the award of the Contract, the Owner will notify the Bidder in writing if the Owner, after due investigation, has reasonable and substantial ' objection to any person or organization on such list. If the Owner has a reasonable and substantial objection to any person. or , organization on such list, and refuses in writing to accept such person or organization, the Bidder may, at his option, ( 1 ) withdraw his bid, or ' (2 ) submit an acceptable substitute Subcontractor. The Owner may, at this discretion, accept the revised bid price or he may disqualify the Bidder. 3 .1 . 4 Subcontractors and other persons and organizations t proposed by the Bidder and accepted by the Owner must be used on the- Work for which proposed and , accepted and shall not be changed except with the written approval of the Owner. INSTRUCTIONS TO BIDDERS ' 00100 - A-4 E. FORM OF AGREEMENT BETWEEN ' OWNER AND CONTRACTOR ' 4 .1 Form to be Used 4 .1 .1 The Agreement for the Work will be written on ' the Standard Form of Agreement between Owner and Contractor where the basis of payment is a Stipulated Sum, A.I .A. Document A101 and ' A201 . 4 .1 .2 Contract documents will include specifications ' for divisions 1-16, as required. 1 1 . 1: ' INSTRUCTIONS TO BIDDERS 00100 A-5 t PERFORMED BY 972,WncE>JG cuEw. S4IP/✓1 1k4 rA 5pIl A7LAN77C ENGINEERING h SURVEY ✓OB N0: CONSULTANTS, /NC. t OBSERVED BK S/IEr SA�er✓I dOSD%Ttl L P P t'/iUC Lr,7 "lam DA7E• SEPT �99D ' SOILS LOGS --- DEEP HOLE ' P"IT I TESTS PIT # : 2 TOP PIT ELEV : (o I.S } TOP PIT ELEV : G,[). 7 t TOP A� TbP A--)cl T SUS GrAytsh C-AZSg grAyls ' SILTY (SrA�- lL r w T"h sro (ZE fusgl G A.-)CI 51 Lr " � 2.EFusFlL WATER DEPTH: WATER DEPTH: DEEP HOLE P"IT .��... 3 TESTS PIT # 9 TOP PIT ELEV : 592 ± TOP PIT ELEV ' TOP y,,ri IT TdP ANcI I subsa L SoI L ' 2EfU.SA L cpgrsE` �YAJ lsh j 9rq�eL w�r� —L $ILT Co-31-eKJT 1J0 WATER DEPTH: WATER DEPTH: KluJd ,1 1 PERFORMED BY.• CLEW- SAID N45PITAI. A7LAN77C ENGINEERING & SURVEY �irlA unc EuG JOB N0: CONSULTANTS lNG ' OBSERVED BY. SUE A�Pn9 fLD�D%T9 G ' DA7E- SEPT199E SOILS LOGS — — DEEP HOLE ' PIT TESTS PIT # : TOP PIT ELEV TOP PIT ELEV : 31•S�* t Tr)P A+JD 7oP -r sursoiL 5u[ rL 11S 11 1 1 Led e t. 5 fAyrsh SA.�Iy ' 2EF SAC � 6✓RJ�,L So+ae S� Lr co.vrenJf - y+ 1 WATER DEPTH: t6w0 WATER DEPTH: 7 DEEP HOLE -- PJT"j : 1 TESTS PIT TOP PIT ELEV TOP PIT ELEV : SO. 4 ± ' 7aP A 35r .TOP .AND Sui3So',1. 1 5ur3Sor � Zis S9tiYly. trAtx-L IAUEL SrLr coroieaT , .' - ' ' (cLAY) w r T-4 � CE FU SA L 9 �fOwN� Sh �L 1 2EfusAtr ' WATER DEPTH: f1vJC) WATER DEPTH: 1 DOCUMENT 00300 B. GENERAL BID FORM SALEM HOSPITAL ' 81 Highland Avenue Salem, MA 01970 A. The undersigned proposes to furnish all labor and materials requested for the construction of renovations ' at Salem Hospital in accordance with the accompanying contract documents prepared by the Salem Hospital Facilities Department. ' B. It is agreed that time is of the essence of this Contract. The Contractor shall commence work forthwith ' upon execution of the Contract by the Salem Hospital and shall bring the Work to Substantial Completion within calendar days and to Final ' Completion within calendar days. C. The Contractor proposes to complete the construction as described in the Contract Documents for the Contract price of dollars ( $ ) . ' Alternate #1 ( add/deduct) ( $ 1 , ' Alternate #2 ( add/deduct) ( $ ) , I acknowledge receipt of the following Addenda: # dated # dated # dated # dated ' D. The undersigned agrees that, if selected as General ' Contractor, he will within five ( 5 ) days after presentation by the Owner, execute a Contract in , accordance with the terms of this Bids . GENERAL BID FORM 00300 - FGB-1' E. The undersigned represents that this proposal. is made ' in good faith without fraud, collusion or connection of any kind with other bidders for the same work, that the undersigned is competing solely in his own behalf ' without connection with, or obligation to, any undisclosed person or corporation, that no other person or corporation has any interest in the profits of the contract, that the undersigned has read the contract documents attached hereto and is fully informed in regard to all provisions thereof including without limitation the drawings, specifications and the time ' for performance, and that the undersigned has visited the premises described in said Contract Documents and made his own examination of the place where the work is to be done and of all conditions pertaining to the work and has made his own *estimates and from such examination and estimates makes this bid. F. The names and addresses of all persons interested in this proposal, as principals other than the .' undersigned, are as follows : ' G. The bidder is a (an) Individual-Partnership-Corporation- Joint Venture 1. If bidder is a Partnership, state names and residential ' .addresses ' 2 . If bidder is a Corporation, state the following: ' Corporation is incorporated in the State of President is ' Treasurer is Place of business is ' 00300-FGB-2 GENERAL BID FORM 1 1 3 . If the bidder is a Joint Venture, state the names and ' addresses of each person, firm or company that is party to the bid. 1 A. This Bid may be withdrawn by the Bidder, if not ' accepted by the Owner, within sixty ( 60 ) calendar days following date established for the receipt of bids . 1 CORPORATE SEAL (FOR BID SUBMITTED BY ' A CORPORATION) ' LEGAL NAME OF BIDDER ADDRESS 1 SIGNED BY ' TITLE ' DATE GENERAK BID FORM ' 00300 -FGB-3 1 1�- THE AMERICAN INSTITUTE OF ARCHITECTS 1 1 ..I AIA Document A201 General Conditions of the Contract for Construction THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN.ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS MODIFICATION r ; ' 1976 EDITION TABLE OF ARTICLES . ' 1. CONTRACT DOCUMENTS 8. TIME 2. ARCHITECT 9. PAYMENTS AND COMPLETION ' 3. OWNER 10. PROTECTION OF PERSONS AND PROPERTY 4. CONTRACTOR 11. INSURANCE ' S. SUBCONTRACTORS 12. CHANGES IN THE WORK ' 6. WORK BY OWNER OR BY , 13. UNCOVERING AND CORRECTION , SEPARATE CONTRACTORS OF WORK ' 7. MISCELLANEOUS PROVISIONS 14. TERMINATION Or THE CONTRACT ' This document has been approved and endorsed by The Associated.General Contractors of America. Copyright 191l, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1%3, 191h, 1%7, 1970, :0 1976 by The American Institute of Architects, 1731 New York .Avenue, N.W., Washington, D.C. 20006. RepmdllC6011 of the material herein or substantial quotation of its pro- risionc without permission of the AIA violates the copyright laws of the United.States and will be subject to legal prosecution. AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 ' AIA" • p 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1,35 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A201-1976 1 INDIX ' Acceptance of Defective or Non-Conforming Work ..6.2.2, 13.3 Cleaning Up ........ ..... ............4.15, 6.3 Acceptance of Work ..9.5.5. 9.8.1, 9.9.1. 9.9.3 Commencement of the Work, Conditions Relating to..3.2.1, 4.2, ' Access to Work ................................2.2.5, 6.2.1 4.7.1, 4.10, 5.2.1, 6.2.2, 7.5, 9.2, 11.1.4, 11.3.4 Accident Prevention ..............................2.2.4,10 Commencement of the Work, Definition of .. .... .....8.1.2 Acts and Omissions ........2.14, 4.18.3, 7.4, 7.6.2, 8.3.1, 10.2.5 Communications .....................2.2.2, 3.2.6, 4.9.1, 4.16 Additional Costs, Claims for ..................... .....12.3 Completion, Administration of the Contract ....................2.2, 4.3.3 Conditions Relating to ...2.2.16,4.11, 4.15, 9.4.2,9.9, 13.2.2 ' All Risk Insurance ..................................11.3.1 COMPLETION, PAYMENTS AND ..........................9 Allowances ...... ..........4.E Completion, Substantial ....2.2.16, 8.1.1, 8.1.3, 8.2.2, 9.8, 13.2. Applications for Payment ..................2.2.6, 9.2, 9.3,9.4, - Compliance with Laws ................1.3, 2.1.1, 4.6, 4.7, 4.13, 9.5.3,9.6.1,9.8.2,9.9.1,9.9.3,14.2.2 - 7.... .7, ... .. .2 ' Approvals 2.2.14, 3.4, 4.3.3, 4.5, 4.12.4 through Concealed Conditions ..................................12.2 PP ............... 4.12.6, 4.12.8, 4.18.3, 7.7, 9.3.2 Consent, Arbitration ................2.2.7 through 2.2.13, 2.2.19, 6.2.5, Written ...2.2.18, 4.14.2, 7.2. 7.6.2, 9.8.1, 9.9.2, 9.9.3, 11.3.9 7.9,8.3.1,11.3.7,11.3.8 Contract, Definition of ................................1.1.2 ARCHITECT ............................................2 Contract Administration ..........................2.2, 4.3.3 ' Architect, Definition of ..........2.1 Contract Award and Execution, Conditions Architect, Extent of Authority ..2.2, 3.4, 4.12.8, 5.2, 6.3, 7.7.2, Relating to .........4.7.1, 4.10, 5.2, 7.5, 9.2, 11.1.4,.11.3.4 8.1.3,8.3.1,9.2,9.3.1,9.4, 9.5.3,9.6,9.8,9.9.1,9.9.3, 12.1.1, CONTRACT DOCUMENTS ................ ..1 12.1.4, 12.3.1, 12.4.1,13.1, 13.2.1,13.2.5,14.2 Contract Documents, t Architect, limitations of Authority and Responsibility .....2.2.2 Copies Furnished and Use of ...............1.3, 3.2.5, 5.3 through f Authority ority through Responsibility 2.2.... .2.2.2 Contract Documents, Definition of .........................................1.1.1 4.3.3,4.12.6t through 2.2.14, 2.217,2. .18, Contract Sum, Definition of ...........................9.1.1 Contract Termination ...... ..14 Architect's Additional Services ..3.4, 7.7.2, 13.2.1, 13.2.5, 14.2.2 Contract Time, Definition of ..........................8.1.1 , Architect's Approvals ......2.2.14, 3.4, 4.5, 4.12.6, 4.12.8, 4.18.3 CONTRACTOR ..... ... ...4 Architect's Authority to Reject Work ....2.2.13,4.5, 13.1.2, 13.2 Contractor, Definition of 4.1, 6.1.2 Architect's Copyright ...................................1.3 Contractor's Employees ......4.3.2, 4.4.2, 4.8.1, 4.9, 4.18, 10.2.1 Architect's Decisions ..........2.2.7 through 2.2.13, 6.3, 7.7.2, through 10.2.4, 10.2.6, 10.3, 11.1.1 ' 7.9.1,8.3.1,9.2,9.4,9.6.1,9.8.1,12.1.4,12.3.1 Contractor's Liability Insurance ........................11.1 Architect's Inspections ..............2.2.13, 2.2.16, 9.8.1, 9.9.1 Contractor's Relationship with Architect's Instructions ...........2.2.13, 2.2.15, 7.7.2, 12.4, 13.1 Separate Contractors and Owner's Forces .........3.2.7, 6 Architect's Interpretations .........2.2.7 through 2.2.10, 12.3.2 Contractor's Relationship with Architect's On-Site Observations ......2.2.3, 2.2.5, 2.2.6, 2.2.17, Subcontractors .... ....1.2.4, 5.2, 5.3, 9.5.2, 11.3.3, 11.3.6 ' 7.7.1, 7.7.4, 9.4.2, 9.6.1, 9.9.1 Contractor's Relationship with the Architect ........1.1.2,2.2.4, Architect's Project Representative ......... ....2.2.17, 2.2.18 2.2.5,2.2.10,2.2.13,4.3.3,4.5,4.7.3,4.12.6,4.18,11.3.6 Architect's Relationship with Contractor .....1.1.2, 2.2.4, 2.2.5, Contractor's Representations ............1.2.2,4.5,4.12.5,9.3.3 2.2.10, 2.2.13,4.3.3,4.5,4.7.3, 4.12.6,4.18, 11.3.6 Contractor's Responsibility for ' Architect's Relationship with Those Performing the Work ...............4.3.2, 4.18, 10 Subcontractors ..................1.1.2, 2.2.13, 9.5.3, 9.5.4 Contractor's Review of Contract Documents ....1.2.2, 4.2, 4.7.3 Architect's Representations .................9.4.2, 9.6.1, 9.9.1 Contractor's Right to Stop the Work .....................9.7 Artistic Effect .......................1.2.3,2.2.11,2.2.12,7.9.1 Contractor's Right to Terminate the Contract ............14.1 , Attorneys' Fees ...........................4.18.11 6.2.5, 9.9.2 Contractor's Submittals ...............2.2.14, 4.10, 4.12, 5.2.1, Award of Separate Contracts ..........................6.1.1 5.2.3,9.2,9.3.1,9.8.1,9.9.2,9.9.3 Award of Subcontracts and Other Contracts for Contractor's Superintendent '......................4.9, 10.2.6 Portions of the Work ..............................5.2 Contractor's Supervision and Bonds, Lien. ..........................................9.9.2 Construction Procedures ......... 1.2.4, 2.2.4, 4.3, 4.4, 10. ' Bonds, Performance, Labor and Material Payment ....7.5, 9.9.3 Contractual Liability Insurance ........................11.1.3 Building Permit .......................................4.7 Coordination and Certificate of Substantial Completion ...................9.8.1 Correlation ....1.2.2, 1.2.4, 4.3.1, 4.10.1, 4.12.5, 6.1.3, 6.2.1 Certificates of Inspection, Testing or Approval .... ......7.7.3 Copies Furnished of Drawings and Specifications .1.3, 3.2.5, 5.3 ' Certificates of Insurance ........................9.3.2, 11.1.4 Correction of Work .....................3.3, 3.4, 10.2.5, ll12 Certificates for Payment ....2.2.6, 2.2.16, 9.4, 9.5.1, 9.5.5, 9.6.1, Cost, Definition of ..................................12.1.4 9.7.1, 9.8.2, 9.9.1, 9.9.3, 12.1.4, 14.2.2 Costs ......3.4, 4.8.2, 4.15.2, 5.2.3, 6.1.1, 6.2.3, 6.2.5, 6.3, 7.7.1, Change Orden ....... ..1.1.1, 2.2.15, 3.4, 4.8.2.3, 5.2.3, 7.7.2, 7.7.2,9.7,11.3.1,11.3.5,12.1.3,12.1.4,12.3,13.1.2,13.2,14 ' 8.3.1, 9.7, 9.9.3, 11.3.1, 11.3.5, 11.3.7, Cutting and Patching of Work ...... ..... .........4.14,6.2 12.1,13.1.2, 13.2.5,13.3.1 Damage to the Work ................6.2.4, 6.2.5, 9.6.1.5, 9.8.1, Change Orders, Definition of ........................12.1.1 10.2.1.2, 10.3, 11.3, 13.2.6 "^ CHANGES IN THE WORK ....................2.2.15, 4.11.1. 12 Damages, Claims for ............6.1.1, 6.2.5, 7.4, 8.3.4, 9.6.1.2 Claims for Additional Cost or Time ....8.3.2, 8.3.3, 12.2.1, 12.3 Damages for Delay..........................6.1.1, 8.3.4, 9.7 ' Claims for Damages ..............6.1.1, 6.2.5, 7.4, 8.3, 9.6.1.1 Day, Definition of ........................ ............8.1.4 AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 2 A201-1976 AIAS • O 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS.'1735 NEW YORK AVENUE, N.W., WASHINGTON, O.C. 20006 . . ' I� ' Decisions of the Architect ..2.2.9 through 1.1.12, 6.3, 7.7.2, 4.12.6,4.17,4.18.3,6.2.2, 7.6.2;9.4.2, 7.9.1, 8.3.1,9.2, 9.4,9.6.1, 9.8.1, 12.1.4, 12.3.1, 14.2.1 9.9.4,9.9.5, 10.2.5, 11.1.2,11.3.6 Defective or Non-Conforming Work, Acceptance, Rejection Limitations of Time, General ..2.2.8,2.2.14, 3.2.4, 4.2, 4.7.3, and Correction of ....2.2.3, 2.2.13, 3.3, 3.4, 4.5, 6.2.2, 6.2.3, 4.12.4,4.15,5.2.1, 5.2.3, 7.4,7.7,8.2,9.5.2,9.6, 9.6.1.1,9.9.4.2,13 9.8,9.9, 11.3.4,12.1.4, 12.4,13.2.1, 13.2.2,13.2.5 Definitions.........1.1, 2.1, 3.1, 4.1, 4.12.1 through 4.12.3, 5.1, Limitations of Time, Specific ..........2.2.8, 2.2.12, 3.2.1, 3.4, \ 6.1.2, 8.1,9.1.1, 12.1.1, 12.1.4 4.10, 5.3,6.2.2, 7.9.2,8.2,8.3.2,8.3.3,9.2,9.3.1,9.4.1,9.5.1, Delays and Extensions of Time ............. ......8.3 9.7, 11.1.4,11.3.1,11.3.8,11.3.9,12.2,12.3,13.2.2, Disputes ........ .........2.2.9, 2.2.12, 2.2.19, 6.2.5, 6.3, 7.9.1 13.2.5, 13.2.7, 14.1, 14.2.1 ' Documents and Samples at the Site .... ...... ...... .....4.11 Limitations, Statutes of ........_..........7.9.2, 13.2.2, 13.2.7 ., . Drawings and Specifications Use and Loss of Usednsurance . ..11.4 Ownership of 1.1.1, 1.3, 3.2.5, 5.3 Materials, Labor, Equipment and . ..11 3, 4.4, 4.5 412, 4.13, Emergencies ...............10.3 4.15.1, 6.2.1, 9.3.2, 9.3.3, 11.3.1, 13.2.2 13.2.5, 14 . Employees, Contractor's .....4.3.2, 4.4.2, 4.8.1, 4.9, 4,18, 10.2.1 ,Materials Suppliers .......................4.12.1, 5.2.1, 9.3.3 ' through 10.2.4, 10.2.6, 10.3, 11.1.1 Means, Methods,.Techniques, Sequences and Equipment, Labor, Materials and ..1.1.3, 4.4, 4.5, 4.12, 4.13, Procedures of Construction ..2.2.4, 4.3.1, 9.4.2 4.15.1, 6.2.1, 9.3.2, 9.3.3, 11.3, 13.2.2. 13.2.5, 14 Minor Changes in the Work .... ..1.1.1, 2.2.15' 12.4 Execution and Progress of the Work ....1.1.3, 1.2.3, 2.2.3, 2.2.4, MISCELLANEOUS PROVISIONS .....7 2.2.8, 4.2, 4.4.1, 4.5, 6.2.2, 7.9.3, 8.2, Modifications, Definition of ...........................1.1.1 8.3, 9.6.1, 10.2.3, 10.2.4, 14.2 Modifications to the.Contract ........1.1.1, 1.1.2, 2.2.2, 2.2.18, Execution, Correlation and Intent of the 4:7.3, 7.9.3, 12 Contract Documents ..................1......1.2, 4.7.1 Mutual Responsibility ..................................6.2 Extensions of Time ................................8.3, 12.1 Non-Conforming Work, Acceptance of Defective or .....13.3.1 Failure of Payment by Owner ......................9.7,14.1 Notice, Written ..........2.2.8,2.2.12, 3.4, 4.2, 4.7.3, 4.7,4, 4.9, Failure of Payment of Subcontractors ..9.5.2,9.6.1.3,9.9.2,14.2.1 4.116,4.12.7,4.17,5.2.1, 7.3,7.4,7.7, 7.9.2,8.1.2, 8.3.2, Final Completion and Final Payment ..2.2.12, 2.2.16, 9.9, 13.3.1 8.3.3,9.4.1,9.6.1,9.7,9.9.1, 9.9.5,10.2.6,11.1.4, 11.3.1, Financial Arrangements, Owner's ......................3.2.1 11.3.4,11:3.5,11.3.7,11.3.8, 12.2, 12.3, 13.2.2,13.2.5,14 ' Fire and Extended Coverage Insurance ..'....::....::.:11.3.1 Notices, Permits, Fees and .:. ........:::::..:..:.4.7,10.2.2 - Governing Law ..7.1 Notice of Testing and Inspections ..7.7 Guarantees (See Warranty Notice to Proceed ..8.1.2 and Warranties) ........2.2.16,4.5,9.3.3,9.8.1,9.9.4,13.2.2 Observations,.Arch i tect's On-Site ........2.2.3,7.7.1,7.7.4,9.4.2 ' Indemnification .......................4,17, 4.18, 6.2.5, 9.9.2' Observations; Contractor's, ... ..: '. ..1.2.2,4.21,4.7.3 Identification of Contract Documents ..1.2.1 Occupancy ..8.1.3,9.5.5,11.3.9 Identification of Subcontractors and Suppliers .. ..5.2.1. On-site Inspections by the Architect ........2.2.3,2.2.16,9.4.2, Information and 9.8.1,9.9.1 Services Required of the Owner ........3.2,6,9,11.2,11.3 On-Site Observations by the Architect .......2.2.3,2.2.6,2.2.17, ' Inspections ...............2.2.13, 2.2.16, 4:3.3, 7.7, 9.8.1, 9.9.1 7.7.1,7.7.4,9.4.2,9.6.1,9.9.1 Instructions to Bidders ............................1.1.1,13 Orders, Written ....................3.3,4.9,12.1.4,12.4.1,13.1 Instructions to the OWNER ...............................................3 Contractor ......... .2.2.2, 3.2.6, 4.8.1, 7.7.2, 12.1.2, 12.1.4 Owner, Definition of...................................3.1 ' INSURANCE ......................................9.8.1, 11 Owner, Information and Services Required of the ....3.2,6.1.3, Insurance, Contractor's Liability I ..11.1 6.2,9,11.2,11.3 Insurance, Loss of Use .................................11.4 Owner's Authority ............'.2.2.16, 4.8.1, 7.7.2, 9.3.1, 9.3.2, Insurance, Owner's Liability ...........................11.2 9.8.1, 11.3.8, 12.1.2, 12.1.4 Insurance, Property .......... ...... ........... ..4.;...11.3 Owner's Financial Capability ...... ..... . . ........... .3.2.1 Insurance, Stored Materials ..9.3.2,1103.1' Owner's Liability Insurance .. „11.2 Insurance Companies, Consent to Partial Occupancy ..11.19 Owner's Relationship with Subcontractors .. ..141.2,9.5.4 Insurance Companies, Settlement With ................11.3.8 Owner's Right to Carry Out the Work ..4...........3.4,13.2.4 Intent of Owner's Right to Clean Up .......................4.15.2, 6.3 ' the Contract Documents ::.1.2.3,2'2410,2.2.13,2.2.14,12.4 Owner's Right to Perform Work and to Award .'...' Interest' ........ ..7.8 Separate Contracts .. ..6.1 " Interpretations, Written .......1.1.1, 2.2.7, 21.8, 2.2.10, 12.4 Owner's Right to Terminate the Contract .. ..14.2 Labor and.Materials, Equipment ...41.1.3, 4.4, 4.5, 4.12, 4.13, Owner's Right to Stop the Work .........................3.3 4.15.1,6.2.1,9.3.2,9.3.3,11.3, 13.2.2,13.2.5,14 Ownership and Use of Documents ........1.1.1,1.3,3.2.5,12.3 - Labor and Material Payment Bond .......................7.5 Patching of Work, Cutting and .....................414,6.2.2 Labor Disputes ......................................8.3.1 Patents, Royalties and ,: ....... ....._........ ..4.17.1 Laws and Regulations ..............1.3, 2.1., 4.6, 4.7, 4.13, 7.1, Payment Bond, Labor and Material ..... ...:......4.....7.5 7.7, 10.2.2, 14 Payment, Applications for ...........,226, 9.2, 9.3, 9.4, 9.5.3, ' Liens .......................... .....,..9.3.3, 9.9.2, 93A.1 9:6.1, 9.8.2;9.9.1,9.9.3,14.242 Limitations of Authority'.. ..2.2.2, 2.2.17, 2.2.18, 11.3.8, 12.4.1 .Payment, Certificates for .......... ..2.2.6, 2.2.16,9.4, 9.5.1, Limitations of Liability ...:..2.2.10, 2.2.13, 2.2414, 3.3, 4.2,4.7.3, 9.5.5,9.6.1,94741,9.8.2,9.9.1,9.9.3,12.1.4,14.2.2 ' AIA DOCUMENT A701 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 AIAa • © 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE,.N.W.;WASHINGTON, D.C. 20006 A201-1976 . 3 Payment, Failure of ................9.5.2,9.6.1.3,9.7,9.9.2,14 SUBCONTRACTORS ....... ..5 Payment, Final ....................2.2.12,2.2.16,9.9,13.3.1 Subcontractors, Definition of ............................S.1 ' Payments, Progress '' ..7.8,7.9.3,9.5.5,9.8.2,9.9.3,12.1.4 Subcontractors, Work by ...............1.2.4,2.2.4,4.3.1,4.3.2 PAYMENTS AND COMPLETION ...........................9 Subconlractual Relations ...............................5.3 Payments to Subcontractors .................9.5.2, 9.5.3, 9.5.4, Submittals ....................1.3,4.10, 4.12, 5.2.1, 5.2.3, 9.2, 9.6.1.3, 11.3.3, 14.2.1 9.3.1,9.8.1,9.9.2, 9.9.3 ' Payments Withheld ....................................9.6 Subrogation, Waiver of ..............................11.3.6 .Performance Bond and Labor and Material Payment Bond ..7.5 Substantial Completion .. ...2.2.16,8.1.1,8.1.3,8.2.2,9.8,13.2.2 Permits, Fees and Notices .....................3.2.3,4.7,4.13 Substantial Completion, Definition of ...................8.1.3 PERSONS AND PROPERTY, PROTECTION OF ..............10 Substitution of Subcontractors ....................5.2.3,5.2.4 Product Data; Definition of ...........................4.12.2 Substitution of the Architect ..........................2.2.19 ' Product Data, Shop Drawings, Samples and ...2.2.14,4.2.1,4.12 Substitutions of Materials ...... .......... ......4.5,12.1.4 Progress and Completion ....................2.2.3,7.9.3,8.2 Sub-subcontractors, Definition of .......................5.1.2 Progress Payments ...........7.8,7.9.3,9.5.5,9.8.2,9.9.3,12.1.4 Subsurface Conditions ...............................12.2.1 Progress Schedule ....................................4.10 Successors and Assigns ................................7.2 , Project, Definition of .. .. ................ ..1.1.4 Supervision and Construction Procedures .1.2.4,2.2.4,4.3,4.4,10 Project Representative ...............................2.2.17 Superintendent, Contractor's .......................4.9,10.2:6 Property Insurance ...................................11.3 Surety, Consent of ..............................9.9.2,9.9.3 PROTECTION OF PERSONS AND PROPERTY ..............10 Surveys .......................................3.2.2,4.18.3 Regulations and Laws .....1.3,2.1.1,4.6,4.7,4.13,7.1,10.2.2,14 Taxes ........... ....................................4.6 ' Rejection of,Work ........................2.2.13,4.5.1,13.2 Termination by the Contractor .........................14.1 Releases of.Waivers and Liens ....................9.9.2,9.9.4: Termination by the Owner ............................14.2 Representations .............1.2.2,4.5,4.12.5„9.4.2,9.6.1,9.9.1 Termination of the Architect .........................2.2.19 Representatives ............................2.1, 2.2.2, 2.2.17, TERMINATION OF THE CONTRACT ......................14 . 2.2.18,3.1, 4.1,4.9,5.1, 9.3.3 Tests .................................2.2.13,4.3.3,7.7,9.4.2 Responsibility for Those Performing the.Work .....2.2.4,4.3.2, Time ..................................................8 6.1.3,6.2,9.8.1 Time, Definition of ....................................8.1 Retainage ........................9.3.1,9.5.2..9.8.2,9.9.2,9.9.3 Time, Delays and Extensions of ...........8.3, 12.1,12.3, 13.2.7 , Review of Contract Documents Time Limits, Specific ..................2.2.8, 2.2.12, 3.2.1, 3.4, by the Contractor ........................1.2.2,4.2,4.7.3 4.10,5.3,6.2.2,7.9.2,8.2,8.3.2,8.3.3,9.2,9.3.1, Reviews of Contractor's Submittals by 9.4.1,9.5.1,9.7,11.1.4, 11.3.1,11.3.8,11.3.9, Owner. and Architect .....2.2.14,4.10,4.12,5.2.1,5.2.3,9.2 12.2,12.3,13.2.2,13.2.5,13.2.7,14.1,14.2.1 Rights and Remedies ......1.1.2,2.2.12,2.2.13,3.3,3.4,5.3,6.1, Title to Work ...................................9.3.2,9.3.3 ' 6.3, 7.6,7.9,8.3.1,9.6.1,9.7,10.3,12.1.2,12.2,13.2.2,14 UNCOVERING AND CORRECTION OF WORK .............13 Royalties and Patents .................................4.17 - Uncovering of Work ..................................13.1 Safety of Persons and Property .........................10.2 Unforseen Conditions .............................8.3,12.2 Safety Precautions and Programs ..................2.2.4,10.1 Unit Prices ...................................12.1.3,12.1.5 ' Samples, Definition of ...............................4.12.3 Use of Documents .......................1.1.1,1.3,3.2.5,5.3 Samples, Shop Drawings, Product Data and .....2.2.14,4.2,4.12 Use of Site .....................................4.13,6.2.1 Samples at the Site, Documents and ....................4.11 Values, Schedule of ....................................9.2 Schedule of Values ......................:.............9.2 Waiver of Claims by the Contractor ....7.6.2,8.3.2,9.9.5,11.3.6 Schedule, Progress .................. .......... .....4.10 Waiver of Claims by the Owner ......7.6.2,9.9.4,11.3.6,11.4.1 ' Separate Contracts and Contractors .....4.14.2,6,11.3.6,13.1.2 Waiver of Liens .......... ... ............. ......9.9.2 Shop Drawings, Definition of .........................4.12.1 Warranty and Warranties ....2.2.16,4.5,9.3.3,9.8.1,9.9.4, 13.2.2 Shop Drawings, Product Data and Samples ... 2.2.14,4.2,4.12 Weather Delays ......................................8.3.1 Site, Use of .....................................4.13,6.2.1 Work, Definition of ..................................1.1.3 ' Site Visits, Architect's ................2.2.3, 2.2.5, 2.2.6, 2.2.17, Work by Owner or by Separate Contractors ................6 7.7.1,7.7.4,9.4.2,9.6.1,9.9.1 Written Consent ...2.2.18,4.14.2,7.2,7.6.2,9.8.1,9.9.3,9.9.4 Site Inspections .............1.2.2,2.2.3,2.2.16,7.7,9.8.1,9.9.1 Written Interpretations ...............1.1.1,1.2.4,2.2.8,12.3.2 Special Inspection and Testing ....................2.2.13,7.7 Written Notice ...7.2.2.8,2.2.12,3.4,4.2,4.7.3,4.7.4,4.9,4.12.6, ' Specifications ...............................1.1.1,1.2.4,1.3 4.12.7, 4.17, 5.2.1, 7.31 7.4, 7.7, 7.9.2, 8.1.2, 8.3.2, 8.3.3, Statutes of Limitations ....................7.9.2, 13.2.2, 13.2.7 9.4.1, 9.6.1, 9.7, 9.9.1, 9.9.5, 10.2.6, 11.1.4, 11.3.1, 11.3.4, Stopping the Work ......................3.3,9.7.1,10.3,14.1 11.3.5, 11.3.7, 11.3.8, 12.2, 12.3,13.2.2,13.2.5, 14 Stored Materials ............6.2.1,9.3.2,10.2.1.2,11.3.1,13.2.5 Written Orders ...................3.3,4.9,12.1.4,12.4.1,13.1 AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 ' 4 A201-1976 AIAe • p 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 2M 1 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ' ARTICLE 1 1.2.2 By executing the Contract, the Contractor represents that he has visited the site, familiarized himself with the 'CONTRACT DOCUMENTS local conditions under which the Work is to be per- formed, and correlated his observations with the require- 1,1 DEFINITIONS ments of the Contract Documents. ' 1.1.1 THE CONTRACT DOCUMENTS 1.2.3 The intent of the Contract Documents is to include The Contract Documents consist of the Owner-Contrac- all items necessary for the proper execution and comple- tor Agreement, the Conditions of the Contract (General, tion of the Work. The Contract Documents are comple- Supplementary and other Conditions), the Drawings, the mentary, and what is required by any one shall be as Specifications, and all Addenda issued prior to and all binding as if required by all. Work not covered in the Con- Modifications issued after execution of the Contract. A tract Documents will not be required unless it is consistent Modification is (1) a written amendment to the Contract therewith and is reasonably inferable therefrom as being signed by both parties, (2) a Change Order, (3) a written necessary to produce the intended results. Words and ab- interpretation issued by the Architect pursuant to Sub- breviations Which have well-known technical or trade paragraph 2.2.8, or (4) a written order for a minor change meanings are used in the Contract Documents in accord- in the Work issued by the Architect pursuant to Paragraph ante with such recognized meanings. ' 12.4. The Contract Documents do not include Bidding Documents such as the Advertisement or Invitation to 1.2.4 The organization of the Specifications into divisions, Bid, the Instructions to Bidders, sample forms, the Con- sections and articles, and the arrangement of Drawings tractor's Bid or portions of Addenda relating to any of shall not control the Contractor in dividing the Work these, or any other documents, unless specifically enu- among Subcontractors or in establishing the extent of merated in the Owner-Contractor Agreement. Work to be performed by any trade. 1.1.2 THE CONTRACT 1.3 OWNERSHIP AND USE OF DOCUMENTS The Contract Documents form the Contract for Construe-' 1.3.1 All Drawings, Specifications and copies thereof tion. This Contract represents the entire and integrated furnished by the Architect are and shall remain his prop- agreement between the parties hereto and supersedes all erty. They are to be used only with respect to this Project prior negotiations, representations, or agreements, either and are not to be used on any other project. With the ' written or oral. The Contract may be amended or modified exception of one contract set for each party to the Con- only by a Modification as defined in Subparagraph 1.1.1. tract, such documents are to be returned or suitably The Contract Documents shall not be construed to create accounted for to the Architect on request at the comple- any contractual relationship of any kind between the Ar- tion of the Work. Submission or distribution to meet offi- ' chitect and the Contractor, but the Architect shall be cial regulatory requirements or for other purposes in entitled to performance of obligations intended for his connection with the Project is not to be construed as benefit, and to enforcement thereof. Nothing contained publication in derogation of the Architect's common law in the Contract Documents shall create any' contractual copyright or other reserved rights.relationship between the Owner or the Architect and any ARTICLE 2 Subcontractor. or Sub-subcontractor. 1.1.3 THE WORK ARCHITECT ' The Work comprises the completed construction required 21 DEFINITION by the Contract Documents and includes all labor neces- sary to produce such construction, and all materials and 2.1.1 The Architect is the person lawfully licensed to equipment incorporated or to be incorporated in such practice architecture, or an entity lawfully practicing ' construction. architecture identified as such in the Owner-Contractor 1.1.4 THE PROJECT Agreement, and is referred to throughout the Contract Documents as if singular in number and masculine in The Project is the total construction of which the Work gender, The term Architect means the Architect or his ' performed under the Contract Documents may be the authorized representative. whole or a part. 2.2 ADMINISTRATION OF THE CONTRACT 1.2 EXECUTION, CORRELATION AND INTENT signed in not less Con The Architect will provide administration of the 1.2.1 The Contract Documents shall be si g Contract as hereinafter described. ' than triplicate by the Owner and Contractor. If either the Owner or the Contractor or both do not sign the Con& 2.2.2 The Architect will be the Owner's representative tions of;the Contract, Drawings, Specifications, or any of during construction and until final payment is due. The the other Contract Documents, the Architect shall iden- Architect will advise and consult with the Owner. The tify such Documents. Owner's instructions to the Contractor shall be forwarded AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 ' AIAO • © 1976 • THE AMERICAN INSTITUTE 01 ARCHITECTS, 177S NEW YORK AVENUE, N.W., WASHINGTON, D.C. 2m A201-1176 5 through the Architect. The Architect will have authority show partiality to either, and will not be liable for the to act on behalf of the Owner only to the extent provided result of any interpretation or decision rendered in good in the Contract Documents, unless otherwise modified faith in such capacity. ' z1w$itten instrument in accordance with Subparagraph 2 2 11 The Architect's decisions in matters relating to artistic effect will be final if consistent with the intent of 2.2.3 The Architect will visit the site at intervals appro- the Contract Documents. priate to tFe stage of construction to familiarize himself 2.2.12 Any claim, dispute or other matter in question , generally with the progress and quality of the Work and between the Contractor and the Owner referred to the to determine in general if the Work is proceeding in ac- Architect, except those relating to artistic effect as pro- cordance with the Contract Documents. However, the vided in Subparagraph 2.2.11 and except those which have Architect will not be required to make exhaustive or con- been waived by the making or acceptance of final pay- ' tinuous on-site inspections to check the quality or quan- ment as provided in Subparagraphs 9.9.4 and 9.9.5, shall tity of the Work. On the basis of his on-site observations be subject to arbitration upon the written demand of Bi- as an architect, he will keep the Owner informed of the ther party. However, no demand for arbitration of any such , progress of the Work, and will endeavor to guard the claim, dispute or other matter may be made until the Owner against defects and deficiencies in the Work of the earlier of (1) the date on which the Architect has rendered Contractor, a written decision, or (2) the tenth day after the parties 2.2.4 The Architect will not be responsible for and will have presented their evidence to the Architect or have ' not have control or charge of construction means, meth- been given a reasonable opportunity to do so, if the ods, techniques, sequences or procedures, or for safety Architect has not rendered his written decision by that precautions and programs in connection with the Work, date. When such a written decision of the Architect states and he will not be responsible for the Contractor's failure (1) that the decision is final but subject to appeal, and , to carry out the Work in accordance with the Contract (2) that any demand for arbitration of a claim, dispute or Documents. The Architect will not be responsible for or other matter covered by such decision must be made have control or charge over the acts or omissions of the within thirty days after the date on which the party mak- Contractor, Subcontractors, or any of their agents or em- ing the demand receives the written decision, failure to ' ployees, or any other persons performing any of the demand arbitration within said thirty days' period will re- Work. sult in the Architect's decision becoming final and binding upon the Owner and the Contractor. If the Architect 2.2.5 The Architect shall at all times have access to the renders a decision after arbitration proceedings have been ' Work wherever it is in preparation and progress. The initiated, such decision may be entered as evidence but Contractor shall provide facilities for such access so the will not supersede any arbitration proceedings unless the. Architect may perform his functions under the Contract decision.is acceptable to all parties concerned. Documents.- ' 2.2.13 The Architect will have authority to reject Work 2.2.6 Based on the Architect's observations and an evalu- which does not conform to the Contract Documents. ation of the Contractor's Applications for Payment, the Whenever, in his opinion, he considers it necessary or Architect will determine the amounts owing to the Con- advisable for the implementation of the intent of the tractor and will issue Certificates for Payment in such Contract Documents, he will have authority to require , amounts, as provided in Paragraph 9.4. special inspection or testing of the Work in accordance 2.2.7 The Architect will be the interpreter of the require- with Subparagraph 7.7.2 whether or not such Work be ments of the Contract Documents and the judge of the then fabricated, installed or completed. However, neither ' performance thereunder by both the Owner and Con- the Architect's authority to act under this Subparagraph tractor. 2.2.13, nor any decision made by him in good faith either to exercise or not to exercise such authority, shall give 2.2.8 The Architect will render interpretations necessary rise to any duty or responsibility of the Architect to the ' for the proper execution or progress Of the Work, with Contractor, any Subcontractor, any of their agents or reasonable promptness and in accordance with any time employees, or any other person performing any of the limit agreed upon. Either party to the Contract may make Work. written request to the Architect for such interpretations. 2 214 The Architect will review and approve or take. ' 2.2.9 Claims, disputes and other matters in question be- other appropriate action upon Contractor's submittals tween the Contractor and the Owner relating to the exe- such as Shop Drawings, Product Data and Samples, but cution or progress of the Work or the interprrtation of the only for conformance with the design concept of the Contract Documei.is shall be referred initially to the Work and with the information given in the Contract ' Architect for decision which he will render in writing Documents. Such action shall be taken with reasonable within a reasonable time. promptness so as to cause no delay. The Architect's ap- 2.2.10 All interpretations and decisions of the Architect proval of a specific item shall not indicate approval of shall be consistent with the intent of and reasonably in- an assembly of which the item is a component. ferable from the Contract Documents and will be in writ- 2.2.15 The Architect will prepare Change Orders in ac- ing or in the form of drawings. In his capacity as inter- cordance with Article 12, and will have authority to order preter and judge, he will endeavor to secure faithful per- minor changes in the Work as provided in Subparagraph ' formance by both the Owner and the Contractor, will not 12.4.1. 6 A2O1-1976 AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 © 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 2ODD6 , ' 2.2.16 The Architect will conduct inspections to deter- 3.2.5 Unless otherwise provided in the Contract Docu- mine the dates of Substantial Completion and final com- ments, the Contractor will be furnished, free of charge, pletion, will receive and forward to the Owner for the all copies of Drawings and Specifications reasonably nec- ' Owner's review written warranties and related documents essary for the execution of the Work. required by the Contract and assembled by the Contrac- tor, and will issue a final Certificate for Payment upon 3.2.6 The Owner shall forward all instructions to the compliance with the requirements of Paragraph 9.9. Contractor through the Architect. ' 2.2.17 If the Owner and Architect agree, the Architect 3.2.7 The foregoing are in addition to other duties and will provide one or more Project Representatives to responsibilities of the Owner enumerated herein andespecially those in respect to Work by Owner or by ' assist the Architect i, carrying out his responsibilities at Separate Contractors, Payments and Completion, and In- the site. The duties, responsibilities and limitations of surance in Articles 6, 9 and 11 respectively. In- authority of any such Project Representative shall be as set forth in an exhibit to be incorporated in the Contract 3.3 OWNER'S RIGHT TO STOP THE WORK Documents. 3.3.1 If the Contractor fails to correct defective Work as ' 2.2.18 The duties, responsibilities and limitations of au- required by Paragraph 13.2 or persistently fails to carry thority of the Architect as the Owner's representative dur- out the Work in accordance with. the Contract Docu- ing construction as set forth in the Contract Documents ments, the Owner, by a written order signed personally will not be modified or extended without written con- or by an agent specifically so empowered by the Owner sent of the Owner, the Contractor and the Architect. in writing, may order *the Contractor to stop the Work, or any portion thereof, until the cause for such order has 2.2.19 In case of the termination of the employment of been eliminated; however, this right of the Owner to ' the Architect, the Owner, shall appoint an architect stop the Work shall not give rise to any duty on the part against whom the Contractor makes no reasonable objeC- of the Owner to exercise this right for the benefit of the tion whose status under the Contract Documents shall be Contractor or any other,person or entity, except to the that of the former architect. Any dispute in connection extent required by Subparagraph 6.1.3. ' with such appointment shall be Subject to arbitration. 34 OWNER'S RIGHT TO CARRY OUT THE WORK ARTICLE 3 3.4.1 If the Contractor defaults or.neglects 'to carry out the Work.in accordance with the Contract Documents OWNER and fails within seven days after receipt of written notice from the Owner to commence and continue correction 3.1 DEFINITION of such default or neglect with diligence and promptness, the Owner may, after seven days following receipt by the 3.1.1 The Owner is the person or entity identified as such Contractor of an additional written notice and without ' in the Owner-Contractor Agreement and is referred to prejudice to any other remedy he may have, make good throughout the Contract Documents as if singular in num- such deficiencies. In such case an.appropriate Change ber and masculine in gender. The term Owner means the. Order shall be issued deducting from the payments then Owner or his authorized representative. o-t thereafter due the Contractor the cost of correcting ' 3.2 INFORMATION AND SERVICES REQUIRED such deficiencies, including compensation for the Archi- OF THE OWNER tect's additional services made necessary by such default, neglect or failure. Such action by the Owner and the 3.2.1 The Owner shall, at the request of the Contractor, amount charged to the Contractor are both subject to the at the time of execution of the Owner-Contractor Agree- prior approval of the Architect. If the payments then or ment, furnish to the Contractor reasonable evidence that thereafter due the Contractor are not sufficient to cover he has made financial arrangements to fulfill his obliga- such amount, the Contractor shall pay the difference to tions under the Contract. Unless such reasonable evi- the Owner. dence 'is furnished, the Contractor is not required to execute the Owner-Contractor Agreement or to com- ARTICLE 4 mence the Work. ' 3.2.2 The Owner shall furnish all surveys describing the CONTRACTOR physical characteristics, legal limitations and utility Iota- 4.1 DEFINITION tions for the site of the Project, and a legal description of 4.1.1 The Contractor is the person or entity identified as the site. I such in the Owner-Contractor Agreement and is referred ' 3.2.3 Except as provided in Subparagraph 4.7.1, the to throughout the Contract Documents as if singular in Owner shall secure and pay'for necessary approvals, ease- number and masculine in gender. The term Contractor ments, assessments and charges required for the construc- means the Contractor or his authorized representative. tion, use or occupancy of permanent structures.or for per- 4 2 , REVIEW OF CONTRACT DOCUMENTS ' manent changes in existing facilities. 4.2.1 The Contractor shall carefully study and compare 3.2.4 Information or services under the Owner's control the Contract Documents and shall at once report to the shall be furnished by the Owner with reasonable prompt- Architect any error, inconsistency or omission he may dis- ness to avoid delay in the orderly progress of the Work. cover. The Contractor shall not be liable to the Owner or AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 AIAO . © 1976 • THE AMERICAN INSTITUTE Or ARCHITECTS, 173S NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A201-1976 7 1 the Architect for any damage resulting from any such fees, licenses and inspections necessary for the proper , errors, inconsistencies or omissions in the Contract Docu- execution and completion of the Work which are custom- ments. The Contractor shall perform no portion of the arily secured after execution of the Contract and which ' Work at any time without Contract Documents or, where are legally required at the time the bids are received. required, approved Shop Drawings, Product Data or 4.7.2 The Contractor shall give all notices and comply Samples for such portion of the Work. g P y with all laws, ordinances, rules, regulations and lawful or- ' 4.3 SUPERVISION AND CONSTRUCTION PROCEDURES ders of any public authority bearing on the performance 4.3.1 The Contractor Shall supervise and direct the Work, of the Work. using his best skill and''attention. He shall be solely re- 4.7.3 It is not the responsibility of the Contractor to sponsible for all construction means, methods, tech make certain that the Contract Documents are in accord- ' niqueS, sequences and procedures and for coordinating ance with applicablelaws, statutes, building codes and all portions of the Work under the Contract. regulations. If the Contractor observes that any of the 4.3.2 The Contractor shall be responsible to the Owner Contract Documents are at variance therewith in any re- for the acts and omissions of his employees, Subcontrac- spect, he shall promptly notify the Architect in writing, tors and their agents and employees, and other persons and any necessary changes shall be accomplished by ap- performing any of the Work under a contract with the propriate Modification. Contractor. 4.7.4 If the Contractor performs any Work knowing it to ' 4.3.3 The Contractor shall not be relieved from his obli- be contrary to such laws, ordinances, rules and regula- gations to perform the Work in accordance with the tions, and without such notice to the Architect, he shall Contract Documents either by the activities or duties of assume full responsibility therefor and shall bear all costs the Architect in his administration of the Contract, or by attributable thereto. ' inspections, tests or approvals required or performed un- 48 ALLOWANCES der Paragraph 7.7 by persons other than the Contractor. q 81 The Contractor shall include in the Contract Sum 4.4 LABOR AND MATERIALS all allowances stated in the Contract Documents. Items ' 4.4.1 Unless otherwise provided in the Contract Docu- covered by these allowances shall be supplied for such ments, the Contractor shall provide and pay for all labor, amounts and by such persons as the Owner may direct, materials, equipment, tools, construction equipment and but the Contractor will not be required to employ persons machinery, water, heat, utilities, transportation, and other against whom he makes a reasonable objection. , facilities and services necessary for the proper execution q g 2 Unless otherwise provided in the Contract Docu- and and completion of the Work, whether temporary or per- manent and whether or not incorporated or to be incor- 1 these allowances shall cover the cost to the Con- tractor, less any applicable trade discount, of the ' 4.4.2 The Contractor shall at all times enforce strict dis- materials and equipment required by the allowance cipline and good order among his employees and shall not delivered at the site, and all applicable taxes; employ on the Work any unfit person or anyone not .2 the Contractor's costs for unloading and handling ' skilled in the task assigned to him. on the site, labor, installation costs, overhead, prof- it and other expenses contemplated for the original 4.5 WARRANTY allowance shall be included in the Contract Sum and 4.5.1 The Contractor warrants to the Owner and the not in the allowance; ' Architect that all materials and equipment furnished .3 whenever the cost is more than or less than the under this Contract will be new unless otherwise speci- allowance, the Contract Sum shall be adjusted ac- fied, and that all Work will be of good quality, free from cordingly by Change Order, the amount of which faults and defects and in conformance with the Contract will recognize changes, if any, in handling costs on ' Documents. All Work not conforming to these require- the site, labor, installation costs, overhead, profit ments, including substitutions not properly approved and and other expenses. authorized, may be considered defective. If required by the Architect, the Contractor shall furnish satisfactory evi- 4.9 SUPERINTENDENT dence as to the kind and quality of materials and equip- 4.9.1 The Contractor shall employ a competent superin- ' ment. This warranty is not limited by the provisions of tend(-it and necessary assistants who shall be in attend- Paragraph 13.2. ance at the Project site during the progress of the Work.. 4.6 TAXES The superintendent shall represent the Contractor and all ' communications given to the superintendent shall be as 4.6.1 The Contractor shall pay all sales, consumer, use binding as if given to the Contractor. Important commu- and other similar taxes for the Work or portions thereof nications shall be confirmed in writing. Other communi- provided by the Contractor which are legally enacted at cations shall be so confirmed on written request in each ' the time bids are received, whether or not yet effective. case. 4.7 PERMITS, FEES-AND NOTICES - 4.10 PROGRESS SCHEDULE 4.7.1 Unless otherwise provided in the Contract Docu- 4.10.1 The Contractor, immediately after being awarded , ments, the Contractor shall secure and pay for the build- the Contract, shall prepare and submit for the Owner's ing permit and for all other permits and governmental and Architect's information an estimated progress sched- AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 , 8 A201-1976 AIAA © 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW VORK AVENUE, N.W., WASHINGTON, D.C. 20006 ' ule for the Work. The progress schedule shall be related portions of the Work shall be in accordance with ap- to the entire Project to the extent required by the Con- proved submittals. ' tract Documents, and shall provide for expeditious and413 USE OF SITE practicable execution of the Work. 4.13.1 The Contractor shall confine operations at the site 4.11 DOCUMENTS AND SAMPLES AT THE SITE to areas permitted by law, ordinances, permits and the ' 4.11.1 The Contractor shall maintain at the site for the Contract Documents and shall not unreasonably encum- Owner one record copy of all Drawings, Specifications, ber the site with any materials or equipment. Addenda, Change Orders and other Modifications, in 414 CUTTING AND PATCHING OF WORK good order and marked currently to record all changes ' made during construction, and approved Shop Drawings, 4.14.1 The Contractor shall be responsible for all cutting, Product Data and Samples. These shall be available to fitting or patching that may be required to complete the the Architect and shall be delivered.to him for the Owner Work or to make its several parts fit together properly. upon completion of the Work. 4.14.2 The Contractor shall not damage or endanger any ' 4.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES portion of the Work or the work of the Owner or any 4.12.1 Shop Drawings are drawings, diagrams, schedules separate contractors by cutting, patching or otherwise and other data specially prepared for the Work by the altering any work, or by excavation. The Contractor shall Contractor or any Subcontractor, manufacturer, supplier not cut or otherwise alter the work of the Owner or any ' or distributor to illustrate some portion of the Work. separate contractor except with the written consent of the Owner and of such separate contractor. The Contractor 4.12.2 Product Data are illustrations, standard schedules, shall not unreasonably withhold from the Owner or any performance charts, instructions, brochures, diagrams and separate contractor his consent to cutting or otherwise ' other information furnished by the Contractor to illustrate altering the Work. a material, product or system for some portion of the 415 CLEANING UP Work, 4.15.1 The Contractor at all times shall keep the premises 4.12.3 Samples are physical examples which illustrate free from accumulation of waste materials or rubbish materials, equipment or workmanship and establish caused by his operations. At the completion of the Work standards by which the Work will be judged. he shall remove all his waste materials and rubbish from 4,12.4 The Contractor shall review, approve and submit, and about the Project as well as all his tools, construc- ' with reasonable promptness and in such sequence as to tion equipment, machinery and surplus materials. cause no delay in the Work or in the work of the Owner 4.15.2 If the Contractor fails to clean up at the comple- or any separate contractor, all Shop Drawings, Product tion of the Work, the Owner may do so as provided in ' Data and Samples required by the Contract Documents. paragraph 3.4 and the cost thereof shall be charged to the 4.12.5 By approving and submitting Shop Drawings, Contractor. Product Data and Samples, the Contractor represents that 4.16 COMMUNICATIONS he has determined and verified all materials, field meas- 4.16.1 The Contractor shall forward all communications ' urements, and field construction criteria related thereto, to the Owner through the Architect. or will do so, and that he has checked and coordinated the information contained within such submittals with '4.17 ROYALTIES AND PATENTS . the requirements of the Work and of the Contract Docu- 4.17.1 The Contractor shall pay all royalties and license ' ments. fees. He shall defend all suits or claims for infringement of any patent rights and shall save the Owner harmless 4.12.6 The Contractor shall not be relieved of responsi-.12. from loss on account thereof, except that the Owner shall bilityfor any deviation from the requirements of the ' Contract Documents by the Architect's approval of Shop be responsible for all such loss when a particular design, Drawings, Product Data or Samples under'Subparagraph Process to the product of a particular manufacturer or 2.2.14 unless the Contractor has specifically informed the manufacturers is specified, but p the Contractor has ecirea- Architect in writingof such deviation at the time of sub- son to believe that the design, process or product responsible (ied is an infringement of a patent, he shall be responsible ' mission and the Architect has given written approval to for such loss unless he promptly gives such information to the specific deviation. The Contractor shall not be relieved the Architect. from responsibility for errors or omissions in the Shop Drawings, Product Data or Samples by the Architect's 4.18 INDEMNIFICATION ' approval thereof. 4.18.1 To the fullest extent permitted by law, the Co- 4.12.7 The Contractor shall direct specific attention, in tractor shall indemnify and hold harmless the Owner and writing or on resubmitted Shop Drawings, Product Data the Architect and their agents and employees from and ' or Samples, to revisions other than those requested by against all claims, damages,'losses and expenses, including Architect on previous submittals. but not limited to attorneys' fees, arising out of or result- theng from the performance of the Work, provided that 4.12.8 No portion of the Work requiring submission of a any such claim, damage, loss or expense (1) is attributable Shop Drawing, Product Data'.or 5ample shall be com- to bodily injury, sickness, disease or death, or to injury ' menced until the submittal has been approved by the to or destruction of tangible property (other than the Architect as provided in Subparagraph .2.2.14. All such Work itself) including the loss of.use resulting therefrom, AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION . AUGUST 1976 ' AIAI . 0 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS. 1735'NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A201-1976 9 and (2) is caused in whole or in part by any negligent act such proposed person or entity. Failure of the Owner or or omission of the Contractor, any Subcontractor, anyone Architect to reply promptly shall constitute notice of no ' directly or indirectly employed by any of them or anyone reasonable objection. for whose acts any of them may be liable, regardless of 5.2.2 The Contractor shall not contract with any such whether or not it is caused in part by a party indemnified proposed person or entity to whom the Owner or the hereunder. Such:obligation shall not be construed to ne- Architect has made reasonable objection under the provi- t gate, abridge, or otherwise reduce any other right or obli- sions of Subparagraph 5.2.1. The Contractor shall not be gation of indemnity which would otherwise exist as to any required to contract with anyone.to whom he has a rea- party or,person,described in this Paragraph 4.18. sonable objection. 4.18.2 In any and all claims against the Owner or the. 5.2.3 If the Owner or the Architect has reasonable objec- ' Architect or any of their agents or employees by any tion to any such proposed person or entity, the Contrac- employee of the Contractor, any Subcontractor, anyone for shall submit a.substitute to whom the Owner or the directly or indirectly employed by any of them or anyone Architect has no reasonable objection, and the Contract , for whose acts any of them may be liable, the indemnifi Sum shall be increased or decreased by the difference in Cation obligation under this Paragraph 4.18 shall not be cost occasioned by such substitution and an appropriate limited in any way by any limitation on the amount or Change Order shall be issued; however, no increase in type of damages, compensation or benefits payable by or the Contract Sum shall be allowed for any such substitu- for the Contractor or any Subcontractor under workers' tion unless the Contractor has acted promptly and re- ' or workmen's'compensation acts, disability benefit acts or sponsively in submitting names as required by Subpara- other employee benefit acts. graph 5.2.1. 4.18.3 The obligations of the Contractor under.this Para- 5.2.4 The Contractor shall make no substitution for any ' graph 4.18 shall not extend to the liability of the Archi- Subcontractor, person or entity previously selected if the tect, his agents or employees, arising out of (1) the prepa- Owner or Architect makes reasonable objection to such ration or approval of maps, drawings, opinions, reports, substitution. surveys, change orders, designs or specifications, or (21 5 3 SUBCONTRACTUAL RELATIONS ' the giving of or the failure to give directions or instruc- tions by the Architect, his agents or employees provided 5.3.1 By an appropriate agreement, written where legally such giving or failure to give is.the primary cause of the required for validity, the Contractor shall require each injury or damage. Subcontractor, to the extent of the Work to be per- ARTICLE 5 formed by the Subcontractor, to be bound to the Con- tractor by the terms of the Contract Documents, and to as- SUBCONTRACTORS sume toward the Contractor all the obligations and re- sponsibilities which the Contractor, by these Documents, ' 5.1 DEFINITION assumes toward the Owner and the Architect. Said agree- 5.1.1 A Subcontractor is a person or entity who has a di- ment shall preserve and protect the rights of the Owner rect contract with the Contractor to perform any of the and the Architect under the Contract Documents with re- Work at the site. The term Subcontractor is referred to spect to the Work to be performed by the Subcontractor , throughout the Contract Documents as if singular in num- so that the subcontracting thereof will not prejudice such ber and masculine in gender and means a Subcontractor rights, and shall allow to the Subcontractor, unless specifi- or his authorized representative. The term Subcontractor tally provided otherwise in the Contractor-Subcontractor does not include any separate contractor or his subcon- agreement, the benefit of all rights, remedies and redress ' tractors. against the Contractor that the Contractor, by these Docu- 5.1.2 A Sub-subcontractor is a person or entity who has a ments, has against the Owner. Where appropriate, the d Contractor shall require each Subcontractor to enter into direct or indirect contract with a Subcontractor to per- similar agreements with his Sub-subcontractors. The Con- form any of the Work at the site. The term Sub-subcon- ' tractor shall make available to each proposed Subcon- tractor is referred to throughout the Contract Documents tractor, prior to the execution of the Subcontract, copies as if singular in number and masculine in gender and of the Contract Documents to which the Subcontractor means a Sub-subcontractor or an authorized representa- tive thereof, will be bound by this Paragraph 5.3, and identify to the ' Subcontractor any terms and conditions of the proposed 5.2 AWARD OF SUBCONTRACTS AND OTHER Subcontract which may be at variance with the Contract CONTRACTS FOR PORTIONS OF THE WORK Documents. Each Subcontractor shall similarly make cop- 5.2.1 Unless otherwise required by the Contract Docu- es of such Documents available to his Sub-subcontractors. ' ments or the Bidding Documents, the Contractor, as soon ARTICLE 6 as practicable after the award of the Contract, shall fur- nish to-the Owner and the Architect in writing the names WORK BY OWNER OR BY ' of the persons or entities (including those who are to fur- SEPARATE CONTRACTORS nish materials or equipment fabricated to a special design) proposed for each of the principal portions of the Work. 6.1 OWNER'S RIGHT TO PERFORM WORK AND The Architect will promptly reply to the Contractor in TO AWARD SEPARATE CONTRACTS writing stating whether or not the Owner or the Architect, 6.1.1 The Owner reserves the right to perform work re- ' after due investigation, has reasonable objection to any lated to the Project with his own forces, and to award AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION• AUGUST 1976 ' 10 A201-1976 AIAG . p 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 separate contracts in connection with other portions of and charge the cost thereof to the contractors responsible ' the Project or other work on the site under these or similar therefor as the Architect shall determine to be just. Conditions of the Contract. If the Contractor claims that delay or additional cost is involved because of such ARTICLE 7 action by the Owner, he shall make such claim as pro- ' vided elsewhere in the Contract Documents. 6.1.2 When separate contracts are awarded for different MISCELLANEOUS' PROVISIONS portions of the Project or other work on the site, the term 7.1 GOVERNING LAW ' Contractor in the Contract Documents in each case shall mean the Contractor who executes each separate Owner- 7.1.1 The Contract shall be governed by the law of the Contractor Agreement, place where the Project is located. 6.1.3 The Owner will provide for the coordination of the 7.2 SUCCESSORS AND ASSIGNS ' work of his own forces and of each separate contractor 7.2.1 The Owner and the Contractor each binds himself, with the Work of the Contractor, who shall cooperate his partners, successors, assigns and legal representatives therewith as provided in Paragraph 6.2. to the other party hereto and to the partners, successors, ' 6.2 MUTUAL RESPONSIBILITY assigns and legal representatives of such Other party with re- spect to all covenants, agreements and obligations con- 6.2.1 The Contractor shall afford the Owner and separate tained in the Contract Documents. Neither party to the contractors reasonable opportunity for the introduction Contract shall assign the Contract or sublet it as a whole ' and storage of their materials and equipment and the without the written consent of the other, nor shall the execution of their work, and shall connect and coordinate' Contractor assign any moneys due or to become due to his Work with theirs as required by the Contract Docu- him hereunder, without the previous written consent of ments. the Owner. ' 6.2.2 If any part of the Contractor's Work,depends for 7.3 WRITTEN NOTICE proper execution or results upon the work of the Owner 7.3.1 Written notice shall be deemed to have been duly or any separate contractor, the Contractor shall, prior to served if delivered in person to the individual or member ' proceeding with the Work, promptly report to the Archi- of the firm or entity or to an officer of the corporation for tect any apparent discrepancies or defects in such other whom it was intended, or if delivered at or sent by regis- work that render it unsuitable for such proper execution tered or certified mail to the last business address known and results. Failure of the Contractor so to report shall to him who gives,the notice. constitute an acceptance of the Owner's or separate con- tractors' work as fit and proper to receive his Work, ex- 7.4 CLAIMS FOR DAMAGES cept as to defects which may subsequently become appar- 7.4.1 Should either party to the Contract suffer injury or rent in such work by others. damage to person or property because of any act or omis- ' 6.2.3 Any costs caused by defective or ill-timed work sion of the other party or of any of his employees, agents shall be borne by the party responsible therefor, or others for whose acts he is legally liable, claim shall be made in writing to such other party within a reasonable 6.2.4 Should the Contractor wrongfully cause damage to time after the first observance of such injury or damage. ' the work or property of the Owner, or to other work on 75 PERFORMANCE BOND AND LABOR AND the site, the Contractor shall promptly remedy such dam- MATERIAL PAYMENT BOND age as provided in Subparagraph 10.2.5. 7.5.1 The Owner shall have the right to require the Con- ' 6.2.5 Should the Contractor wrongfully cause damage to tractor to furnish bonds covering the faithful performance the work or property of any separate contractor, the Con- of the Contract and the payment of all obligations arising tractor shall upon due notice promptly attempt to settle thereunder if and as required in the Bidding Documents with such other contractor by agreement, or otherwise to or in the Contract Documents. ' resolve the dispute. If such separate'contractor sues or initiates an arbitration proceeding against the Owner on 7.6 RIGHTS AND REMEDIES account of any damage alleged to have been caused by 7.6.1 The duties and obligations imposed by the Contract ' the Contractor, the Owner shall notify the Contractor Documents and the rights and remedies available there- who shall defend such proceedings at the Owner's ex- under shall be in addition to and not a limitation of any pense, and if any judgment or award against the Owner duties, obligations, rights and remedies otherwise im- arises therefrom the Contractor shall pay or satisfy it and posed or available by law. ' shall reimburse the Owner for all attorneys' fees and court or arbitration costs which the Owner has incurred. 7.6.2 No action or failure to act by the Owner, Architect 6.3 OWNER'S RIGHT TO CLEAN UP or Contractor shall constitute a waiver of any right or duty afforded any of them under the Contract, nor shall any ' 6.3.1 If a dispute arises between the Contractor and sepa- such action or failure to act constitute an approval of or rate contractors as to their responsibility for cleaning up acquiescence in any breach thereunder, except as may be as required by Paragraph 4.15, the Owner may dean up specifically agreed in writing. ' AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION• AUGUST 1976 AIAS • p 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A201-1976 11 7.7 TESTS required if complete .relief is to be accorded in the arbi- 7.7.1 If the Contract Documents, laws, ordinances, rules, tration. No person other than the Owner or Contractor I regulations or orders of any public authority.having juris- shall be included as an original third party or additional , diction require any portion of the Work to be inspected, third party to an arbitration whose interest or responsi- tested or approved, the Contractor shall give the Architect bility is insubstantial. Any consent to arbitration involving timely notice of its readiness so the Architect may observe an additional person or persons shall not constitute con- such inspection, testing or approval. The Contractor shall sent to arbitration of any dispute not described therein or ' bear all costs of such inspections, tests or approvals con- with any person not named or described therein. The ducted by public authorities. Unless otherwise provided, foregoing agreement to arbitrate and any other agreement the Owner shall bear all costs of other inspections, tests to arbitrate with an additional person or persons duly or approvals. consented to by the parties to the Owner-Contractor ' Agreement shall be specifically enforceable under the 7.7.2 If the Architect determines that any Work requires prevailing arbitration law. The award rendered by the special inspection, testing, or approval which Subpara- arbitrators shall be final, and judgment may be entered graph 7.7.1 does not include, he will, upon written au- upon it in accordance with applicable law in any court ' thorization from the Owner,. instruct the Contractor to having jurisdiction thereof. order such special inspection, testing or approval, and the Contractor shall give notice as provided in Subparagraph 7.9.2 Notice of the demand for arbitration shall be filed 7.7.1. If such special inspection or testing reveals a failure in writing with the other party to the Owner-Contractor ' of the Work to comply with the requirements of the Con- Agreement and with the American Arbitration Associa- tract Documents, the Contractor shall bear all costs there- tion, and a copy shall be filed with the Architect. The of, including compensation for the Architect's additional demand for arbitration shall be made within the time services made necessary by such failure; otherwise the limits specified in Subparagraph 2.2.12 where applicable, ' Owner shall bear such costs, and an appropriate Change and in all other cases within a reasonable time after the Order shall be issued. claim, dispute or other matter in question has arisen, and in no event shall it be made after the date when institu- 7.7.3 Required certificates of inspection, testing or ap- tion of legal or equitable proceedings based on such , proval shall be secured by the Contractor and promptly claim, dispute or other matter in question would be delivered by him to the Architect. barred by the applicable statute of limitations. 7.7.4 If the Architect is to observe the inspections, tests 7.9.3 Unless otherwise agreed in writing, the Contractor or approvals required by the Contract Documents, he will shall carry on the Work and maintain its progress during , do so promptly and, where practicable, at,the source of any arbitration proceedings, and the Owner shall con- supply. tinue to make paymentsto the Contractor in accordance 7.8 INTEREST with the Contract Documents. ' 7.8.1 Payments due and unpaid under the Contract ARTICLE Documents Shall bear interest from the date payment is due at such"rate as the parties may agree upon in writingTIME or, in the absence thereof, at the legal ,rate prevailing at 8.1 DEFINITIONS ' the place of the Project. 7,g ARBITRATION 8.1.1 Unless otherwise provided, the Contract Time is the period of time allotted in the Contract Documents for 7.9.1 All claims, disputes and other matters in question Substantial Completion of the Work as defined in Sub- ' between the Contractor and the Owner arising out of, or paragraph 8.1.3, including authorized adjustments thereto. relating to, the Contract Documents or the breach there- of, except as provided in Subparagraph 2.2.11 with re- 8.1.2 The date of commencement of the Work is the date spect to the Architect's decisions on matters relating to established in a notice to proceed. If there is no notice to ' artistic effect, and except for claims .which have. been proceed, it shall be the date of the Owner-Contractor waived by the making or acceptance of final payment as Agreement or such other date as may be established provided by Subparagraphs 9.9.4 and 9.9.5, shall be de therein. cided by arbitration in accordance with the Construction 8.1.3 The Date of Substantial Completion of the Work or , Industry Arbitration Rules of the American Arbitration designated portion thereof is the Date certified by the Association then obtaining unless the parties mutually Architect when construction is sufficiently complete, in agree otherwise. No arbitration arising out of or relating accordance with the Contract Documents, so the Owner to the Contract Documents shall include, by consolida- can occupy or utilize the Work or designated portion ' tion, joinder or in any other manner, the Architect, his thereof for the use for which it is intended. employees or consultants except by written consent con- taining a specific reference to the Owner-Contractor 8.1.4 The term day as used in the Contract Documents Agreement and signed by the Architect, the Owner, the shall mean calendar day unless otherwise specifically ' Contractor and any other person sought to be joined. No designated. arbitration shall include by consolidation, joinder or in any other manner, parties other than the Owner, the 8.2 PROGRESS AND COMPLETION 1 Contractor and any other persons substantially involved 8.2.1 All time limits stated in the Contract Documents are ' in a common question of fact or law, whose presence is of the essence of the Contract. AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 12 A201-1976 AIRS . O 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW VORK AVENUE, N.W., WASHINGTON, D.C. 20a06 ' 8.2.2 The Contractor shall begin the Work on the date of by such data substantiating the Contractor's right to pay- commencement as defined in Subparagraph 8.1.2. He. ment as the Owner or the Architect may require, and re- shall carry the Work forward expeditiously with adequate flecting retainage, if any, as provided elsewhere in the forces and shall achieve Substantial Completion within Contract Documents. the Contract Time. 9.3.2 Unless otherwise provided in the Contract Docu ' 8,3 DELAYS AND EXTENSIONS OF TIME meats, payments will be made on account of materials or 8.3.1 If the Contractor is delayed at any time in the prog- equipment not incorporated in the Work but delivered ress of the Work by any act or neglect of the Owner or and suitably stored at the site and, if approved in ad- the Architect, or.by any employee,of either, or by any vance by the Owner, payments may similarly be made ' separate contractor employed by the Owner, or by for materials or equipment suitably stored at some other changes ordered in the Work, or by labor disputes, fire, location agreed upon in writing. Payments for materials unusual delay in transportation, adverse weather condi- or equipment stored on or off the site shall be con-' tions not reasonably anticipatable, unavoidable casualties, ditioned upon submission by the Contractor of bills of ' or any causes beyond the Contractor's control, or by de- sale or such other procedures satisfactory to the Owner lay authorized by the Owner pending arbitration, or by to establish the Owner's title to such materials or equip- any other cause which the Architect determines may ment or otherwise protect the Owner's interest, including justify the delay, then the Contract Time shall be ex- applicable insurance and transportation to the site for ' tended by Change Order for such reasonable time as the those materials and.equipment stored off the site. Architect may determine. 9.3.3 The Contractor warrants that title to all Work, 8.3.2 Any claim for extension of time shall be made in materials and equipment covered by an Application for writing to the Architect not more than twenty days after Payment will pass to the Owner either by incorporation in the commencement of the. delay; otherwise it shall be the construction or upon the receipt of payment by the waived. In the case of a continuing delay only one claim Contractor, whichever occurs first, free and clear of all is necessary. The Contractor shall provide an estimate of liens, claims, security interests or encumbrances, herein- the probable effect of such delay on the progress of the after referred to in this Article 9 as "liens"; and that no Work. Work, materials or equipment covered by an Application 8.3.3 If no agreement is made stating the dates upon for Payment will have been acquired by the Contractor, which interpretations as provided in Subparagraph 2.2.8 furnishing by any other person performing Work at the site or furnishing materials and equipment for the Project, sub- shall be furnished, then no claim for delay shall be al- ject to an agreement under which an interest therein or lowed on account of failure to furnish such interpreta- an encumbrance thereon is retained by the seller or other- tions until fifteen days after written request is made for hem, and not hen unless such claim is seasonable. wise imposed by the Contractor or such other person. ' t t 8.3.4 This Paragraph 8.3 does not exclude the recovery 9.4 CERTIFICATES FOR PAYMENT of damages for delay by either party under other provi- 9.4.1 The Architect will, within seven days after the re- sions of the Contract Documents. ceipt of the Contractor's Application for Payment, either ' - - issue a Certificate for Payment to the Owner, with a ARTICLE 9 copy to the Contractor, for such amount as the Architect determines is properly due; or notify the Contractor in PAYMENTS AND COMPLETION writing his reasons for withholding a. Certificate as pro- ' 9.1 CONTRACT SUM - vided in Subparagraph 9.6.1. 9.1.1 The Contract Sum is stated in the-Owner-Contractor 9.4.2 The issuance of a Certificate for Payment will con- Agreement and, including authorized adjustments thereto, stitute a representation by the Architect to the Owner, ' is the total amount payable by the Owner to the Contrac- based on his observations at the site as provided in Sub- tor for the performance of the Work under the Contract paragraph 2.2.3 and the data comprising the Application for Payment, that the Work has progressed to the point Documents. - indicated; that, to the best of his knowledge, information ' 9.2 SCHEDULE OF VALUES and belief, the quality of the Work is in accordance with 9.2.1 Before the first Application for Payment, the Con- the Contract Documents (subject,to an evaluation of the tractor,shall submit to the Architect a schedule of values Work for, conformance with the Contract Documents allocated to the various portions of the Work, prepared 'n upon Substantial Completion, to the results of any subse- t such form and supported by such data to substantiate its quent tests required by or performed under the Contract accuracy as the Architect may require. This schedule, un- Documents, to minor deviations from the Contract Docu- less objected to by the Architect, shall be used only as a ments correctable prior to completion, and to any specific basis for the Contractor's Applications for Payment. qualifications stated in his Certificate); and that the Con- tractor is entitled to.payment in the amount certified. ' 9.3 APPLICATIONS FOR PAYMENT However, by issuing a Certificate for Payment, the Archi- 9.3.1 At least ten days before the date for each progress tect shall not thereby be deemed to represent that he has payment established in the Owner-Contractor Agreement, made exhaustive or continuous on-site inspections to ' the Contractor shall submit to the Architect an itemized check the quality or quantity of the Work or that he has Application for Payment, notarized if required, supported reviewed the construction means, methods, techniques, AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CUNSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 ' AIAm • © 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 .NEW YORK AVENUE, N.W.,,WASHINGTON, D.C. 20006 A201-1976 13 sequences or procedures, or that he has made any exam- .4 reasonable evidence that the Work cannot be com- ination to ascertain how or for what purpose the Contrac- pleted for the unpaid balance of the Contract Sum, for has used the moneys previously paid on account of .5 damage to the Owner or another contractor, ' the Contract Sum. .6 reasonable evidence that the Work will not be com- pleted within the Contract Time, or 9.5 PROGRESS PAYMENTS ,7 persistent failure to carry out the Work in accord- 9.5.1 After the Architect has issued a Certificate for Pay- ante with the Contract Documents. ' ment, the Owner shall make payment in the manner and within the time.provided in the Contract Documents. 9.6.2 When the above grounds in Subparagraph 9.6.1 are removed, payment shall be made for amounts withheld 9.5.2 The Contractor shall promptly 'pay each Subcon- because of them. ' ' tractor,Upon' receipt of payment from the Owner,out of 9.7 FAILURE OF PAYMENT the amount paid to the Contractor on account of such y71 If the Architect does not issue a .Certi(icate for Subcontractor's Work, the amount to which said Subcon- tractor is entitled, reflecting the percentage actually re- Payment, through,no fault of the Contractor, within seven ' tained, if any,' from payments to the Contractor on ac- days after receipt of the Contractor's Application for Pay- count of such Subcontractor's Work. The Contractor shall, ment, or if the Owner does not pay the Contractor within by an appropriate agreement with each Subcontractor, re- seven days after the date established in the Contract quire each Subcontractor to make payments to his Sub- Documents any amount certified by the Architect or ' subcontractors in similar manner, awarded by arbitration, then the Contractor may, upon seven additional days' written notice to the Owner and 9.5.3 The Architect may, on request and at his discretion, the Architect, stop the Work until payment of the amount furnish to any Subcontractor, if practicable, information owing has been received. The Contract Sum shall be in- regarding the percentages of completion or the amounts creased by the amount of the Contractor's reasonable applied for by the Contractor and the action taken there- costs of shut-down, delay and start-up, which shall be ef- on by the;Architect on account of Work done by such fected by appropriate Change Order in accordance with Subcontractor'. ` Paragraph 12.3. -- ' 9.5.4 Neither the Owner nor the Architect shall have any 9.8 SUBSTANTIAL COMPLETION obligation to pay or to see to the payment of any moneys 9.8.1 When the Contractor considers that the Work, or to any Subcontractor except as may otherwise be required a designated portion thereof which is acceptable to the ' by law. Owner, is substantially complete as defined. in Subpara- graph 8.1.3, the Contractor shall prepare for submission 9.5.5 No Certificate for a progress payment, nor any to.the Architect a list of items to be completed or cor- progress payment, nor any partial or entire use or occu- rected. The failure to include any items on such list does ' panty of the Project by the Owner, shall constitute an not alter the responsibility of the Contractor to complete acceptance of any Work not in accordance with the Con- all Work in accordance with the Contract Documents. tract Documents. When the Architect on the basis of an inspection deter- mines that the Work or designated portion thereof is sub- , stantially complete, he will then prepare a Certificate of 9.6.1 The Architect may decline to certify payment and Substantial Completion which shall establish the Date of may withhold his Certificate in whole or in part, to the Substantial Completion, shall state the responsibilities of extent necessary reasonably to protect the Owner, if in the Owner and the Contractor for security, maintenance, , his opinion he is unable to make representations to the heat, utilities, damage to the Work, and insurance, and Owner as provided in Subparagraph 9.4.2. If the Architect shall fix the time within which the Contractor shall com- is unable to make representations to the Owner as pro- plete the items listed therein. Warranties required by the vided in Subparagraph 9.4.2 and to certify payment in the Contract Documents shall commence on the Date of Sub- ' amount of the Application, he will notify the Contractor stantial Completion of the Work or designated portion as provided in Subparagraph 9.4.1. If the Contractor and thereof unless otherwise provided in the Certificate of the Architect cannot agree on a revised amount, the Substantial Completion. The Certificate of Substantial Architect will promptly issue a Certificate for Payment Completion Shall be submitted to the Owner and the ' for the amount for which he is able to make such rep- Contractor for their written acceptance of the responsi- resentations to the Owner. The Architect may also decline bilities assigned to them in such Certificate. to certify payment or, because of subsequently discov- ered evidence or subsequent observations, he may nullify 0.8.2 Upon Substantial Completion of the Work or desig- ' the whole or any part of any Certificate for Payment nated portion thereof and upon application by the Con- previously issued, to such extent as may be necessary in tractor and certification by the Architect, the Owner shall his opinion to protect the Owner from loss because of: make payment, reflecting adjustment in retainage, if any, .1 defective Work not remedied, for such Work or portion thereof, as provided in the Con- ' .2 third party.claims filed or reasonable evidence indi- cating probable filing of such claims, 9.9 FINAL COMPLETION AND FINAL PAYMENT '" .3 failure of the Contractor to make payments prop- 9.9.1 Upon receipt of written notice that the Work is ' erly to,,Subcontractors or for labor, materials or ready for. final inspection and acceptance and upon re- equipment, , ceipt of a final Application for Payment, the Architect will AIA DOCUMENT'A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION• AUGUST 1976 ' 14 A201-1976 AIA'^ 1g76 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORx AVENUE, N.W., WASHINGTON, D.C. 20006 1 promptly make such inspection and, when he finds the 9.9.5 The acceptance of final payment shall constitute a Work acceptable under the Contract Documents and the waiver of all claims by the Contractor except those previ- t Contract fully performed, he will promptly issue a final ously made in writing and identified by the Contractor Certificate for Payment stating that to the best of his as unsettled at the time of the final Application for Pay- knowledge, information and belief, and on the basis of ment. his observations and inspections, the Work has been com- ARTICLE 10 pleted in accordance with the terms and conditions of the Contract Documents and that the entire balance found to PROTECTION OF PERSONS AND PROPERTY be due the Contractor, and noted in said final Certificate, 10.1 SAFETY PRECAUTIONS AND PROGRAMS is due and payable. The Architect's final Certificate for . ' Payment will constitute a further representation that the 10.1.1 The Contractor shall be responsible for initiating, conditions precedent to the Contractor's being entitled to maintaining and supervising all safety precautions and final payment as set forth in Subparagraph 9.9.2 have been programs in connection with the Work. fulfilled. ' 10.2 SAFETY OF PERSONS AND PROPERTY 9.9.2 Neither, the final payment nor the remaining re- 10.2.1 The Contractor shall take all reasonable precau- tained percentage shall become due until the Contractor tions for the safety of, and shall provide all reasonable submits to the Architect (1) an affidavit that all payrolls, protection to prevent damage, injury or loss to: ' bills for materials and equipment, and other indebtedness .1 all employees on the Work and all other persons connected with the Work for which the Owner or his who may be affected thereby; property might in any way be responsible, have been paid ,2 all the Work and all materials and equipment to or otherwise satisfied, (2) consent of surety, if any, to final be incorporated therein, whether in storage on or ' payment and (3), if required by the Owner, other data off the site, under the care, custody or control of establishing payment or satisfaction of all such obliga- the Contractor or any of his Subcontractors or tions, such as receipts, releases and waivers of liens aris- Sub-subcontractors; and ing out of the Contract, to the extent and in such form .3 other property at the site or adjacent thereto, in- as may be designated by the Owner. If any Subcontractor, cluding trees, shrubs, lawns, walks, pavements, refuses to furnish a release or waiver required by the roadways, structures and utilities not designated for Owner, the Contractor may furnish a bond satisfactory to removal, relocation or replacement in the course the Owner to indemnify him against any such lien. If of construction. ' any such lien remains unsatisfied after all payments are made, the Contractor shall refund to the Owner all mon- 10.2.2 The Contractor shall.give all notices and comply eys that the latter may be compelled to pay in discharging with all applicable laws, ordinances, rules, regulations and such lien; including all costs and reasonable attorneys' lawful orders of any public authority bearing on the safety ' fees. of persons or property or their protection from damage, 9.9.3 If, after Substantial Completion of the Work, final injury or loss. completion thereof is materially delayed through no fault 10.2.3 The Contractor shall erect and maintain,-as re- of the Contractor or by the issuance of Change Orders quired by existing conditions and progress of the Work, ' affecting final completion, and the Architect so confirms, all reasonable safeguards for safety and protection, in- the Owner shall, upon application by the Contractor and cluding posting danger signs and other warnings against certification by the Architect, and without terminating hazards, promulgating safety regulations and notifying the Contract, make payment of the balance due for that owners and users of adjacent utilities. ' portion of the Work fully completed and accepted. If the remaining balance for Work not fully completed or cor- 10.2.4 When the use or storage of explosives or other rected is less than the retainage stipulated in the Contract hazardous materials or equipment is necessary for the t Documents, and if bonds have been furnished as provided execution of the Work, the Contractor shall exercise the in Paragraph 7.5, the written consent of the surety to the utmost care and shall carryon such activities under the payment of the balance due for that portion of the Work supervision of properly qualified personnel. fully completed and accepted shall be submitted by the 10.2.5 The Contractor shall promptly remedy all damage Contractor to the Architect prior to certification of such or loss (other than damage or loss insured under Para- payment. Such payment shall made under the terms graph 11.3) to any property referred to in Clauses 10.2.1.2 Para- and conditions governing finall payment, except that it shall not constitute a waiver of claims. and 10.2.1.3 caused in whole or in part by the Contractor, any Subcontractor, any Sub-subcontractor, or anyone di- ' 9.9.4 The making of final payment shall constitute a. rectly �r indirectly employed by any of them, or by any- waiver of all claims by the Owner except those arising one for whose, acts any of them may be liable and for from: which the Contractor is responsible under Clauses 10.2.1.2 .1 unsettled liens, and 10.2.1.3, except damage or loss attributable to the 2 faulty or defective Work appearing after Substantial acts or 'omissions of the Owner or Architect or anyone Completion, directly or indirectly employed by either of them, or by .3 failure of the Work to comply with the require- anyone for whose acts either of them may be liable, and t�. ments of the Contract Documents, or not attributable to the fault or negligence of the Contrac- 4 terms of any special warranties required by the tor. The foregoing obligations of the Contractor are in Contract Documents. addition to his obligations under Paragraph 4.18. AIA DOCUMENT AM • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION. AUGUST 1976 AIAs . p 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON. D.C. Mom A201-1976 15 10.2.6 The Contractor shall designate a responsible mem- coverages afforded under the policies will not be can- ber of his organization at the site whose duty shall be the celled until at least thirty days' prior written notice has t prevention of accidents. This person shall be the Contrac- been given to the Owner. tor's superintendent unless otherwise designated by the 11.2 OWNER'S LIABILITY INSURANCE Contractor in writing to the Owner and the Architect. 11.2.1 The Owner :shall be responsible for purchasing ' 10.2.7 The Contractor shall not load or permit any part and maintaining his own liability insurance and, at his of the Work to be loaded so as to endanger its safety. option, may purchase and maintain such insurance as 10.3 EMERGENCIES will protect him against claims which may arise from. 10.3.1 In any emergency affecting the safety of persons operations under the Contract. ' or property, the Contractor shall act, at his discretion, to 11.3 PROPERTY INSURANCE prevent threatened damage, injury or loss. Any additional 11.3.1 Unless otherwise provided, the Owner shall pur- compensation or extension of time claimed by the Con- chase and maintain property insurance upon the entire ' tractor on account of emergency work shall be deter- Work at the site to the full insurable value thereof. This mined as provided in Article 12 for Changes in the Work. insurance shall include the interests of the Owner, the ARTICLE 11 Contractor, Subcontractors and Sub-subcontractors in the Work and shall insure against the perils of fire and ex- ' tended coverage and shall include "all risk" insurance for INSURANCE physical loss or damage including, without duplication of 11.1 CONTRACTOR'S LIABILITY INSURANCE coverage, theft, vandalism and malicious mischief. If the Owner does not intend to purchase such insurance for ' 11.1.1 The Contractor shall purchase and maintain such the full insurable value of the entire Work, he shall in- insurance as will protect him from claims set forth below form the Contractor in writing prior to commencement which may arise out of or result from the Contractor's of the Work. The Contractor may then effect insurance operations under the Contract, whether such operations which will protect the interests of himself, his Subcontrac- ' be by himself or by any Subcontractor or by anyone di- tors and the Sub-subcontractors in the Work, and by ap- rectly or indirectly employed by any of them, or by any- propriate Change Order the cost thereof shall be charged one for whose acts any of them may be liable: . to the Owner. If the Contractor is damaged by failure of .1 claims under workers'or workmen's compensation, the Owner to purchase or maintain such insurance and to ' disability benefit and other similar employee bene- so notify the Contractor, then the Owner shall bear all fit acts; reasonable costs properly attributable thereto. If not cov- .2 claims for damages because of bodily injury, oc- ered under the all risk insurance,or otherwise provided cupational sickness or disease, or death of his in the Contract Documents, the Contractor shall effect ' employees; and maintain similar property insurance on portions of . .claims for damages because of bodily injury, the Work stored off the site or in transit when such por- 3 g y ' 7 ry, sick- tions of the Work are to be included in an Application ness or disease, or death of any person other than for Payment under Subparagraph'9.3.2. , his employees; .4 claims for damages insured by usual personal in- 11.3.2 The Owner shall purchase and maintain such boiler jury liability coverage which are sustained (1) by and machinery insurance as may be required by the Con- any person as a result of an offense directly or in- tract Documents or by law. This insurance shall include , directly related to the employment of such person the interests of the Owner; the Contractor, Subcontrac- by the Contractor, or (2) by any other person; tors and Sub-subcontractors in the Work. .5 claims for damages, other than to the Work itself, 11.3.3 Any loss insured under Subparagraph 11.3.1 is to because of injury to or destruction of tangible be adjusted with the Owner and made payable to the ' property, including loss of use resulting therefrom; Owner as trustee for the.insureds, as their interests may and appear, subject to the requirements of any applicable .6 claims for damages because of bodily injury or mortgagee clause and of Subparagraph 11.3.8. The Con death of any person or property damage arising tractor shall pay each Subcontractor a just share of any ' out of the ownership, maintenance or use of any insurance moneys received by the.Contractor, and by ap- motorvehicle. propriate agreement, written where legally required for validity, shall require each Subcontractor to make pay- 11.1.2 The insurance required by Subparagraph 11.1.1 shall ments.to his Sub-subcontractors in si^ilar manner. ' be written for not less than any limits of liability specified .in the Contract Documents, or required by law,,which- 11 3.4 The Owner shall file a copy of all policies with the ever is greater. Contractor before an exposure to loss may occur. 11.1.3 The insurance required by Subparagraph 11.1.1 113.5 If the Contractor requests in writing that insurance ' shall include contractual liability insurance applicable to for risks other than those described in Subparagraphs the Contractor's obligations under Paragraph 4.18. 11.3.1 and 11:3.2 or other special hazards be included in the property insurance policy, the Owner shall, if pos- 11.1.4 Certificates of Insurance acceptable to the Owner sible, include such insurance, and the cost thereof shall ' shall be filed with the Owner prior to commencement of be charged to the Contractor by appropriate Change the Work. These Certificates shall contain a provision that Order. 16 A201-1976 AIA DOCUMENT A2D/ • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION• AUGUST 1976 ' AIASp 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 2DDD6 11.3.6 The Owner and Contractor waive all rights against ARTICLE 12 ' (1) each other and the Subcontractors, Sub-subcontractors, agents and employees each of the other, and (2) the CHANGES IN THE WORK Architect and separate contractors, if any, and their sub- contractors, sub-subcontractors, agents and employees, 12.1 CHANGE ORDERS ' for damages caused by fire or other perils to the extent covered by insurance obtained pursuant to this Paragraph 12.1.1 A Change Order is a written order to the Contrac- 11.3 or any other property insurance applicable to the for signed by the Owner and the Architect, issued after Work, except such rights as they may have to the pro- execution of the Contract, authorizing a change in the ' ceeds of such insurance held by the Owner as trustee. Work or an adjustment in the Contract Sum or the Con- The foregoing waiver afforded the Architect, his agents tract Time. The Contract Sum and the Contract Time may and employees shall not extend to the liability imposed be changed only by Change Order. A Change Order by Subparagraph 4.18.3. The Owner or the Contractor, as signed by the Contractor indicates his agreement there- appropriate, shall require of the Architect, separate con- with, including the adjustment in the Contract Sum or tractors, Subcontractors and Sub-subcontractors by ap- the Contract Time. propriate agreements, written where legally required for 12.1.2 The Owner, without invalidating the Contract, may validity, similar waivers each in favor of all other parties order changes in the Work within the general scope of enumerated in this Subparagraph 11.3.6. the Contract consisting of additions, deletions or other wired in writing b an revisions, the Contract Sum and the Contract Time being 11.3.7.If required g y y party in interest, the adjusted accordingly. All such changes in the Work shall Owner as trustee shall, upon the occurrence of an insured be authorized by Change Order, and shall be performed loss, give bond for the proper performance of his duties. under the applicable conditions of the Contract Docu- He shall deposit in a separate account any money so re- ments. ceived, and he shall distribute it in accordance with such agreement as the parties in interest may reach, or in ac- 12.1.3 The cost or credit to the Owner resulting from a cordance with an award by arbitration in which case the change in the Work shall be determined in one or more procedure shall be as provided in Paragraph 7.9. If after of the following ways: such loss no other special agreement is made, replace- .1 by mutual acceptance of a lump sum properly ment of damaged work shall be covered by an appropri- itemized and supported by sufficient substantiating ate Change Order. data to permit evaluation; .2 by unit prices stated in the Contract Documents or 11.3.8 The Owner as trustee shall have power to adjust subsequently agreed upon; and settle any loss with the insurers unless one of the' 3 by cost to be determined in a manner agreed upon parties in interest shall object in writing within five days by the parties and a mutually acceptable fixed or after the occurrence of loss to the Owner's exercise of this. percentage fee; or power, and if such objection be made, arbitrators shall be 4 by the method provided in Subparagraph 12.1.4. chosen as provided in Paragraph 7.9, The Owner as trustee ' shall, in that case, make settlement with the insurers in 12.1.4 If none of the methods set forth in Clauses accordance with the directions of such arbitrators. If dis- 12.1.3.1, 12.1.3.2 or 12.1.3.3 is agreed upon, the Contrac- tribution of the insurance proceeds by arbitration is re- tor, provided he receives a written order signed by the ' quired, the arbitrators will direct such distribution. Owner, shall promptly proceed with the Work involved. The cost of such Work shall then be determined by the 11.3.9 If the Owner finds it necessary to occupy or use a Architect on the basis of the reasonable expenditures and portion or portions of the Work prior to Substantial Com- savings of those performing the Work attributable to the pletion thereof, such occupancy or use shall not com- change, including, in the case of an increase in the Con- mence prior to a time mutually agreed to by the Owner tract Sum,a reasonable allowance for overhead and profit. and Contractor and to which the insurance company or In such case, and also under Clauses 12.1.3.3 and 12.1.3.4 companies providing the property insurance have con- above, the Contractor shall keep and present, in such ' sented by endorsement to the policy or policies. This in- form as the Architect may prescribe, an itemized account- surance shall not be cancelled or lapsed on account of ing together with appropriate supporting data for inclu- such partial occupancy or use.Consent of the Contractor sion in a Change Order. Unless otherwise provided in and of the insurance company or companies to such the Contract Documents, cost shall be limited to the fol- ' occupancy or use shall not be unreasonably withheld. lowing: cost of materials, including sales tax ,nd cost of delivery; cost of labor, including social security, old age 11.4 LOSS OF USE INSURANCE and unemployment insurance, and fringe benefits re- 11.4.1 The Owner, at his option, may purchase and main- quired by agreement or custom; workers' or workmen's ' tain such insurance as will insure him against loss of use compensation insurance; bond premiums; rental value of of his property due to fire or other hazards, however equipment ,and machinery; and the additional costs of caused. The Owner waives all rights of action against the supervision and field office personnel directly attributable. Contractor for loss of use of his property, including con- to the change. Pending final determination of cost to the 1 sequential losses due to fire or other hazards however Owner, payments on account shall be made on the Archi- caused, to the extent covered by insurance under this tect's Certificate for Payment. The amount of credit to be Paragraph 11.4. allowed by the Contractor to the Owner for any deletion t AIA DOCUMENT A291 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION•AUGUST 1976 AIAO . (p 1976 . THE AMERICAN INSTITUTE OF ARCHITECTS, 173S NEW YORK AVENUE, N.W., WASHINGTON, D.C. 2m A201-1976 17 or change which results in a net decrease in the Contract The Contractor shall carry out such written orders Sum will be the amount of the actual net cost as con- promptly. ' firmed by the Architect. When both additions and credits ARTICLE 13 covering related Work or substitutions are involved in any one change, the allowance for overhead and profit shall be figured on the basis of the net increase, if any, UNCOVERING AND CORRECTION OF WORK ' with respect to that change. 13.1 UNCOVERING OF WORK 12.1.5 If unit prices are stated in the Contract Documents 13.1.1 If any portion of the Work should be covered con- or subsequently agreed open, and if the quantities orig- trary to the request of the Architect or to requirements ' inally contemplated are so changed in a proposed Change Specifically expressed in the Contract Documents, it must, Order that application of the agreed unit prices to the if required in writing by the Architect, be uncovered for quantities of Work proposed will cause substantial in- his observation and shall be replaced at the Contractor's equity to the Owner or the Contractor, the applicable ' expense. unit prices shall be equitably adjusted. 12.2 CONCEALED CONDITIONS 13.1.2 If any other portion of the Work has been covered which the Architect has not specifically requested to ob 12.2.1 Should concealed conditions encountered in the serve prior to being covered, the Architect may request ' performance of the Work below the surface of the ground to see such Work and it shall be uncovered by the Con- or should concealed or unknown conditions in an existing tractor. If such Work be found in accordance with the structure be at variance with the conditions indicated by Contract Documents, the cost of uncovering and replace- the Contract Documents, or should unknown physical ment shall, by appropriate Change Order, be charged to ' conditions below the surface of the ground or should the Owner. If such Work be found not in accordance with concealed or unknown conditions in an existing structure the Contract Documents, the Contractor shall pay such of an unusual nature, differing materially from those ordi- costs unless it be found that this condition was caused narily encountered and generally recognized as inherent by the Owner or a separate contractor as provided in ' in work of the character provided for in this Contract, be Article 6, in which event the Owner shall be responsible encountered, the Contract Sum shall be equitably, ad- for the payment of such costs. justed by Change Order upon claim by either party made within twenty days after the first observance of the 13.2 CORRECTION OF WORK . ' conditions. 13.2.1 The Contractor shall promptly correct all Work ) 12.3 CLAIMS FOR ADDITIONAL COST - rejected by the Architect as defective or as failing to con- form to the Contract Documents whether observed be- 12.3.1 If the Contractor wishes to make a claim for an fare or after Substantial Completion and whether or not increase in the Contract Sum, he shall give the Architect fabricated, installed or completed. The Contractor shall written notice thereof within twenty days after the occur- bear all costs of correcting such rejected Work, including rence of the event giving rise to such claim. This notice compensation for the Architect's additional services made ' shall be given by the Contractor before proceeding to necessary thereby. execute the Work, except in an emergency endangering life or property in which case the Contractor shall pro- 13.2.2 If, within one year after the Date of Substantial teed in accordance with Paragraph 10.3. No such claim Completion of the Work or designated portion thereof or ' shall be valid unless so made. If the Owner and the Con- within one year after acceptance by the Owner of desig- tractor cannot agree on the amount of the adjustment in nated equipment or within such longer period of time as the Contract Sum, it shall be determined by the Architect. may be prescribed by law or by the terms of any appli- Any change in the Contract Sum resulting from such cable special warranty required by the Contract Docu- , claim shall be authorized by Change Order. ments, any of the Work is found to be defective or not in accordance with the Contract Documents, the Contractor 12.3.2 If the Contractor claims that additional cost is in- shall correct it promptly after receipt of a written notice volved because of, but not limited to, (1) any written from the Owner to do so unless the Owner has previously ' interpretation pursuant to Subparagraph 2.2.8, (2) any given the Contractor a written acceptance of such condi- order by the Owner to stop the Work pursuant to Para- tion. This obligation shall survive termination of the graph 3.3 where the Contractor was not at fault, (3) any Contract. The Owner shall give such notice promptly written order for a minor change in the Work issued pur- after discovery of the condition. suant to Paragraph 12.4, or (4j failure of payment by the ' Owner pursuant to Paragraph 9.7, the Contractor shall 13.2.3 The Contractor shall remove from the site all por- make such claim as provided in Subparagraph 12.3.1. tions of the Work which are defective or non-conforming 12.4 MINOR CHANGES IN THE WORK and which have not been corrected under Subparagraphs ' 4.5.1, 13.2.1 and 13.2.2, unless removal is waived by the 12.4.1 The Architect will have authority to order minor Owner. changes in the Work not involving an adjustment in the -1 Contract Sum or an extension of the Contract Time and 13.2.4 If the Contractor fails to correct defective or non- not inconsistent with the intent of the Contract Docu- conforming Work as provided in Subparagraphs 4.5.1, ' ments. Such changes shall be effected by written order, 13.2.1 and 13.2.2. the Owner may correct it in accordance and shall be binding on the Owner and the Contractor, with Paragraph 3.4. AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 ' 18 A201-1976 AIA® . © 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE. N.W., WASHINGTON, D.C. 20006 13.2.5 If the Contractor does not proceed with the cor- having jurisdiction, or as a result of an act of government, ection of such defective or non-conforming Work within such as a declaration of a national emergency making a reasonable time fixed by written notice from the Archi- materials unavailable, through no act or fault of the sect, the Owner may remove it and may store the mate- Contractor or a Subcontractor or their agents or employ- rials or equipment at the expense of the Contractor. If ees or any other persons performing any of the Work ' the Contractor does not pay the cost of such,removal under a contract with the Contractor, or if the Work and storage within ten days thereafter, the Owner may should be stopped for a period of thirty days by the upon ten additional days' written notice sell such Work Contractor because the Architect has not issued a Certifi- at auction or at private sale and shall account for the net cate for Payment as provided in Paragraph 9.7 or because ' proceeds thereof, after deducting all the costs that should the Owner has not made payment thereon as provided in have been borne by the Contractor, including compensa- Paragraph 9.7, then the Contractor may, upon seven addi- tion for the Architect's additional services made necessary tional days' written notice to the Owner and the Archi- thereby. If such proceeds of sale do not cover all costs tect, terminate the Contract and recover from the Owner which the Contractor should have borne, the difference payment for all Work executed and for any proven loss shall be charged to the Contractor and an appropriate sustained upon any materials, equipment, tools, construc- Change Order shall be issued. If the payments then or tion equipment and machinery, including reasonable thereafter due the Contractor are not sufficient to cover profit and damages. ' such amount, the Contractor shall pay the difference to the Owner. 14.2 TERMINATION BY THE OWNER 13.2.6 The Contractor shall bear the cost of making good 14.2.1 If the Contractor is adjudged a bankrupt, or if he all work of the Owner or separate contractors destroyed makes a general assignment for the benefit of his credi- t or damaged by such correction or removal. tors, or if a receiver is appointed on account of his in- 13.2.7 Nothing contained in this Paragraph 13.2 shall be solvency, or if he persistently or repeatedly refuses or construed to establish a period of limitation with respect fails, except in cases for which extension of time is pro- to any other obligation which the Contractor might have vided, to supply enough properly Skilled workmen or t under the Contract Documents, including Paragraph 4.5 proper materials, or if he fails to make prompt payment hereof. The establishment of the time period of one year to Subcontractors or for materials or labor, or persistently after the Date of Substantial Completion or such longer disregards laws, ordinances, rules, regulations or orders period of time as may be prescribed by law or by the of any public authority having jurisdiction, or otherwise terms of any warranty required by the Contract Docu- is guilty of a substantial violation of a provision of the ' nents relates only to the specific obligation of the Con- Contract Documents, then the Owner, upon certification tractor to correct the Work, and has no relationship to by the Architect that sufficient cause exists to justify such the time within which his obligation to comply with the action, may, without prejudice to any right or remedy and Contract Documents may be sought to be enforced, nor after giving the Contractor and his surety, if any, seven t to the time within which proceedings may be com- days' written notice, terminate the employment of the menced to establish the Contractor's liability with respect Contractor and take possession of the site and of all mate- to his obligations other than specifically to correct the rials, equipment, tools, construction equipment and ' Work. machinery thereon owned by the Contractor and may 13.3 ACCEPTANCE OF DEFECTIVE OR NON-CONFORMING finish the Work by whatever method he may deem WORK expedient. In such case the Contractor shall not be en- titled to receive any further payment until the Work is ' 13.3.1 If the Owner prefers to accept defective or non- finished. conforming Work, he may do so instead of requiring its removal and correction, in. which case a Change Order 14.2.2 If the unpaid balance of the Contract Sum exceeds will be issued to reflect a reduction in the Contract Sum the costs of finishing the Work, including compensation ' where appropriate and equitable. Such adjustment shall for the Architect's additional services made necessary he effected whether or not final payment has been made. thereby, such excess shall be paid to the Contractor. If ARTICLE 14 such costs exceed the unpaid balance, the Contractor shall pay the difference to the Owner. The amount to be ' TERMINATION OF THE CONTRACT paid to the Contractor or to the Owner, as the case may 14.1 TERMINATION BY THE CONTRACTOR be, shall be certified by the Architect, upon application, in the manner provided in Paragraph 9.4, and this obliga- 14.1.1 If the Work is stopped for a period of thirty days tion for payment shall survive the termination of the ' under an order of any court or other public authority Contract. 1 t AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 ' AIAG • OO 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS, 173S NEW YORK AVENUE, N.W., WASHINGTON, D.C. No% A201-1976 19 ' SALEM HOSPITAL PARKING LOT K DOCUMENT 00800 ' SUPPLEMENTARY CONDITIONS ' GENERAL A. Document A201, American Institute of Architects, Thirteenth Edition, August ,1976, "General Conditions of the Contract for Construction", constitutes the General Conditions of this contract . B. The following supplements modify, change, delete ' from ' or add to the "General Conditions of the Contract for Construction", AIA Document A201, Thirteenth Edition, August 1976 . Where any ' of the General Conditions is modified or any paragraph, subparagraph, or clause thereof is modified or deleted by these Supplementary Conditions, the unaltered provisions of that ' article, paragraph, subparagraph, or clause shall remain in effect . C. Substitute the word Engineer in place of the word Architect in "AIA Document A201, Thirteenth Edition, August 1976" . ' D. NOTE: This Contract is subject to all laws of the Commonwealth of Massachusetts and all amendments thereto, and where any requirements contained herein ' do not conform to such statutes governing the construction of this Contract, the laws shall govern. Statutes, and portions of, statutes, ' set forth hereunder shall be construed to include all amendments thereto effective as of the date of issuance of Invitation to Bid of the proposed work . ' No responsibility shall be assumed for errors and omissions in the statutes reproduced herein . ARTICLE 1 - CONTRACT DOCUMENTS ' A. Paragraph 1. 1 DEFINITIONS - Add the following to subparagraph 1.1 . 2: ' Except for .the special agreements in paragraph 4 . 18, nothing contained in the Contract Documents shall be construed to create any contractual relationship of any kind between the Engineer.°and the General Contractor or any subcontractor . ' B. Paragraph 1 . 1 DEFINITIONS - Add subparagraphs 1. 1 . 5 through 1.1 .10 to paragraph 1 .1 : ' 1 . 1 . 6 The word site shall mean the project site as shown on the Drawings . SUPPLEMENTARY CONDITIONS ', 00800-1 SALEM HOSPITAL PARKING LOT K ' 1. 1 . 7 The use of the words "provide" or "provided" ' in the specifications is intended to mean "furnish(ed) " and "install (ed) ", and/or "connect(ed) ", unless specifically mentioned ' otherwise in the specifications . 1 .1 . 8 Where the words "shown" or "shown on ' Drawings" are used in the specifications it shall be construed to mean "noted", "indicated", "scheduled", "detailed", or any other diaagrammatic or written reference made on any of the Contract ' Documents, including both Drawings and sections of the specifications . 1 . 1. 9 The term "approved" or "approval" means , written approval . 1.1. 10 The term "directed", "required", "permitted", ' "ordered", "designated", "prescribed", and words of like import shall imply the direction, requirements, permission, designation or order of , the Engineer and "approved", "acceptable",. "satisfactory", and words of like import shall mean approved by, or acceptable or satisfactory to the ' Engineer; and "necessary", "reasonable", "proper", "correct", and words of like import shall mean necessary, reasonable, proper, or correct in the judgement of the Engineer . ' C. Paragraph 1. 2 EXECUTION, CORRELATION AND INTENT - Add Clauses 1 . 2 . 3 .1, 1. 2 . 3 . 2, and 1. 2 . 3 . 3 to sub- ' paragraph 1 . 2 . 3 : 1 . 2. 3 . 1 In the event of conflict or discrepancies , among the Contract Documents, the Documents shall be construed according to the following priorities : Highest Priority Modifications ' Second Priority Agreement Third Priority Addenda-later date to ' . take precedence Fourth Priority Division 1- General Requirements Fifth Priority Supplementary Conditions , Sixth Priority General Conditions Seventh Priority Drawings and Specs 1 . 2 . 3 . 2 In the event of conflict between drawings t and specifications as to the extent or location of materials, the following order of precedence shall govern: SUPPLEMENTARY CONDITIONS 00800-2 1 ' SALEM HOSPITAL PARKING LOT K Large Scale Drawings ' Smaller Scale . Drawings Schedules Specifications ' 1. 2 . 3 . 3 In the event of conflict as to the type or quality of materials to be supplied, the ' specifications shall govern, unless otherwise directed by written addendum. D. Paragraph 1. 2 EXECUTION, CORRELATION AND INTENT- Add the following subparagraph 1. 2 . 4 : The General Contractor and all Subcontractors shall ' refer to all of the Drawings, including those showing primarily the work of the electrical, and other specialized trades, and to all of the sections ' of the Specifications, and shall perform all work reasonably inferable therefrom as being necessary to produce the indicated results . ' E. Paragraph 1 . 2 EXECUTION, CORRELATION AND INTENT- Add the following subparagraphs 1 . 2 . 5 through 1 . 2 . 8 to. paragraph 1 . 2 : ' 1 . 2 . 5 All indications or notations which apply to one of a number of similar situations, materials, or processes shall be deemed to apply t to all such situations, materials, or processes wherever they appear in the work, except where a contrary result is clearly indicated by the , ' Contract Documents . 1. 2 . 6 Where codes, standards, requirements and ' publications of public and private bodies are referred to in the specifications, references shall be understood to be to the latest revision prior to the date of receiving bids, except where ' otherwise indicated . 1 . 2.7 Where no explicit quality or standards for. ' materials or workmanship are established for work . such work is to be of good quality for the intended use and consistent with the quality of the surrounding work and of the construction of the Project generally. 1 .2 . 8 All manufactured articles, materials, and ' equipment shall be applied, installed, connected, erected, used, cleaned, and conditioned in accordance with the manufacturers written or ' printed directions and instructions unless otherwise indicated in the Contract Documents . SUPPLEMENTARY CONDITIONS 00800-3 1 SALEM HOSPITAL PARKING LOT K ' 1 . 2 . 9 The Electrical Drawings are diagrammatic ' only, and are not intended to show the exact physical locations or configurations of work . ' Such work shall be installed to clear all obstructions, permit proper clearances for the work of other trades, and present an orderly appearance where exposed . Exact location of ' fixtures and outlet shall be obtained from the Engineer as provided in subparagraph 2 . 2 . 8 and 4 . 2 . 2 before the work is roughed in; work t installed without such information from the Architect shall be relocated at the General Contractor ' s expense . ' F. Paragraph 1. 3 OWNERSHIP AND USE OF DOCUMENTS - Change subparagraph 3 . 2 . 4 to read as follows : All Drawings and Specifications furnished by the , Engineer, and all copies thereof and the copyright therein, are the property of the Engineer or the ' Owner . ARTICLE 3 : OWNER A. Paragraph 3 . 2 INFORMATION AND SERVICES c REQUIRED OF THE OWNER - Change subparagraph 3 . 2 . 4 to read as follows : , 3 . 2 . 4 Information or services under the Owner 's control shall be furnished by the Owner with ' reasonable promptness after receipt from the General Contractor of a written request for such information and services . B. Paragraph 3 . 2 INFORMATION AND SERVICES ' REQUIRED OF THE OWNER - Change subparagraph 3 . 2 . 5 to read as follows : ' 3 . 2 . 5 Construction Documents . 1 The General Contractor shall be entitled to ' receive, without additional charge, six ( 6 ) copies of the Contract Documents, including Drawings, Specifications, and Addenda, for use ' during the construction period . These copies shall be in addition to those furnished for bidding purposes . SUPPLEMENTARY CONDITIONS 00800-4 , ' SALEM HOSPITAL PARKING LOT K ' . 2 Successful Filed Sub-Bidders shall retain the copies of the Contract Documents issued them for bidding, and shall be entitled to receive from the ' General Contractor, without additional charge, two ( 2 ) additional copies of those Drawings and Specifications directly- related to the work of their ' respective trades, for used during the construction period . . 3 All other copies of the Contract Documents ' required by the General Contractor or subcontractors for used during the construction period shall be purchased and paid for by the party requiring the same . The Engineer will furnish approximate costs of such additional copies and will transmit originals to local printing companies with whom he regularly does business, but will not receive bills for t such printing through his account. All negotiations for printing shall be between General Contractor and Printer . ' ARTICLE 4 : CONTRACTOR A. Paragraph 4 . 2 REVIEW OF CONTRACT DOCUMENTS - Change subparagraph 4 . 2 . 1 to read as follows, and add subparagraphs 4 . 2. 2 and 4. 2 . 3 to paragraph 4 . 2 : ' 4 . 2 .1 Before starting the work, and at frequent intervals during the progress thereof, the ' General Contractor shall carefully study and compare the Agreement, Conditions of .the Contract, Drawings, Specifications, Addenda and other Contract Documents and shall at once report to the Engineer any error, inconsistency, or omission he may discover . Any necessary change shall be ordered as provided in Article 12, . subject to the' ' requirements of Paragraph 1 . 2 and other provisions of the Contract Documents . If the General Contractor proceeds with the work without such notice to the ' Engineer, having discovered such errors, inconsistencies, or omissions, or if by reasonable study of the Contract Documents he could have discovered such, the General Contractor shall bear all cost arising therefrom. ' 4 . 2 . 2 The General Contractor shall give the Engineer timely notice of any additional design drawings, ' specifications, or instructions required to define the work in greater detail, or to permit the proper progress of the work . 1 ' SUPPLEMENTARY CONDITIONS 00800-5 SALEM HOSPITAL PARKING LOT K t 4 . 2 . 3 The General Contractor shall not proceed with ' any Work no clearly and consistently defined in detail in the Contract Documents, but shall request additional drawings or instructions from the ' Engineer as provided in subparagraph 4 . 2 . 2 . If the General Contractor proceeds with such Work without obtaining further drawings or instructions, he shall ' correct work incorrectly done at his own expense . B. Paragraph 4 . 3 SUPERVISION AND CONSTRUCTION PROCEDURES - Add the following subparagraph ' 4 . 3 . 4 to Paragraph 4 . 3 : 4 . 3 . 4 Where the Contract Documents refer to ' particular construction means, methods, techniques, sequences or procedures or indicate or imply that such are to be used on the work, such mention is intended only to indicate that the operations of the General Contractor t shall be such as to produce at least the quality of Work implied by the operations described, but that the actual determination of whether or not the described operations ' may be safely and suitably employed on the work shall be the responsibility of the General Contractor who shall notify the Engineer in writing of the actual means, ' methods, techniques, sequences, or procedures which will be employed on the Work, if these differ from those inferred in the Contract Documents . All losses, damage, liability, or cost of correcting ' defective Work arising from the employment of any construction means, methods, techniques, sequences, or ' procedures referred to, indicated or implied by the Contract Documents, unless the General Contractor has given timely notice to the Engineer in writing that such . means, methods, techniques, sequences or procedures are ' not safe or suitable, and the General Contractor has then been instructed in writing to proceed at the Owner 's risk . ' C. Paragraph 4 . 4 LABOR AND MATERIALS - Add the following subparagraph 4 . 4 . 3 to Paragraph ' 4 . 4 : 4 . 4 . 3 After the Contract has been executed, the Owner and the Engineer will consider a formal request for ' the substitution of products in place of those specified only under the conditions set forth in Section 01600 - Material and Equipment . ' D. Paragraph 4 .9 SUPERINTENDENT - Change the title of Paragraph 4 .9 to read "SUPERINTENDENCE" and change the first .sentence of subparagraph 4 .9 . 1 to read ' as follows : SUPPLEMENTARY CONDITIONS 00800-6 ' 1 ' SALEM HOSPITAL PARKING LOT K ' The General Contractor shall employ a competent superintendent and necessary assistants who shall be in attendance at the Project Site full time during the ' progress of the work until the date of Substantial Completion, and for such additional time thereafter as the Engineer may determine to be necessary for the expeditious completion of the work . 1 E. Paragraph 4 . 11 DOCUMENTS AND SAMPLES AT THE SITE - Add the following subparagraph 4 . 11 . 2 to ' Paragraph 4 . 11: 4 .11 . 2 Refer to Section 01700 - Contract Closeout ' for additional requirements for Record Drawings and Maintenance and Operating Manuals. F. Paragraph 4 . 12 SHOP DRAWINGS, PRODUCT DATA, AND ' SAMPLES - Change subparagraph 4 .12 . 5 to read as follows : ' 4 . 12 . 5 By approving and submitting Shop Drawings, Product Data, and Samples, the General Contractor thereby . represents that he has determined and verified all dimensions, quantities, field dimensions, relations to ' existing work, coordination with work to be installed later, coordination with information on previously accepted Shop Drawings, Product Data, or Samples and the ' Contract Documents . The accuracy of all such information is the responsibility of the General Contractor . t G. Paragraph 4 . 12 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES - Add the following at the end of subparagraph 4 . 12 . 7 : ' Unless such written notice has been given, the Engineer 's approval of resubmitted Shop Drawings, Product Data, or Samples shall not constitute approval of any ' changes not requested on the prior submittal . H. Paragraph 4 .12 SHOP DRAWINGS, PRODUCT DATA, AND ' SAMPLES - Add the following subparagraph 4 . 12 .9 to Paragraph 4 . 12 : 4 .12 .9 Refer to Section 01300, Submittals, for ' procedures and additional requirements relative to shop drawings, product data, and samples . ' I . Paragraph 4 . 15 CLEANING UP - Add the following subparagraph 4 . 15. 3 to Paragraph 5.15 : 4 . 15. 3 Refer to Section 01700 - Contract Closeout for additional requirements relative to cleaning up. SUPPLEMENTARY CONDITIONS ' 00800-7 SALEM HOSPITAL PARKING LOT K ' ARTICLE 5 - SUBCONTRACTORS ' A. Paragraph 5. 2 AWARD OF SUBCONTRACT AND OTHER CONTRACTS FOR PORTIONS OF WORK - Add the following ' subparagraph 5. 2 . 5 to Paragraph 5. 2: 5 . 2 . 5 The provisions of subparagraphs 5. 2 . 1 ' through 5. 2 . 4 shall not apply to the designated filed Sub-Bidders under this Contract . Such Subcontracts shall be in accordance with Chapter 149, Sections 44A through 44I inclusive of the General Laws of ' Massachusetts as amended . B. Paragraph 5 . 3 SUBCONTRACTUAL RELATIONS - Add new ' subparagraph 5 . 3 .1. 1, as follows : 5 . 3 . 3 . 1 Subcontractors agreements with. the General , Contractor shall be in facsimile form included under Bidding and Contract Requirements . ARTICLE 8 : TIME ' A. Paragraph 8 . 1 DEFINITIONS - Subparagraph 8 .1. 3 - Change the period to a comma and add the following: ' and only minor items which can be corrected or completed without unreasonable interference with the Owner ' s use of the Work remain to be corrected or completed . ' • B. Paragraph 8 . 1 DEFINITIONS - Add the following subparagraph 8 . 1 . 5 to Paragraph 8 .1 : , 8 . 1 . 5 The term "working day" shall mean calendar day except Saturdays, Sundays and legal holidays ' at the place of the building. ARTICLE 11 : INSURANCE ' A. Change Article 11 to read as follows : 11. 1. 2 The insurance required by Subparagraph ' 11. 1. 1 shall be taken out in a company or companies authorized to do business in the Commonwealth of Massachusetts, satisfactory to the Owner and shall be ' written for not less than any limits of liability specified herein below, or required by law, whichever is greater . 1. Workmen's Compensation and other benefits as ' required under Chapter 152 of the Laws, as amended, and Section 34A of Chapter 149 of General Laws. ' SUPPLEMENTARY CONDITIONS 00800-8 ' 1 SALEM HOSPITAL PARKING LOT K ' 2 . Employer ' s liability with a limit of at least $300, 000 each accident . 3 . Comprehensive Public Liability including ' Contractor 's Liability as applicable to the General Contractor 's obligations under Paragraph 4 . 18; Elevators ( if any on the work ) : Completed Operations and Products Liability: all on the occurrence basis with Personal ' Injury coverage and Broad Form Property Damage . Remove the XCU exclusions relating to Explosion, Collapse, and Underground Property Damage . Completed Operations t Liability shall be kept in force for at least two years after the date of final completion. Personal Injury and Accidental Death - General Liability Each person/aggregate $1, 000, 000/$1, 000,000 ' Property Damage - General Liability Each occurance/aggregate $100,000/$500,000 ' Personal Injury - Automobile Liability Each person/aggregate $50, 000/$100, 000 Property Damage - Automobile Liability ' Each Occurance/aggregate $50, 000/$100,000 11 . 2 Owners Liability Insurance ' The Owner shall be named as an additional insured on the General Contractor 's Liability Insurance ' Policies . 11. 3 . 4 The General Contractor shall file the original and one certified copy of all policies with the ' Owner before exposure to loss may occur . If the Owner is damaged by the Failure of the General Contractor to maintain such insurance and to so notify the Owner, then ' the General Contractor shall bear all reasonable costs properly attributable thereto. END OF DOCUMENT SUPPLEMENTARY CONDITIONS ' 00800-9 1 ' SALEM HOSPITAL PARKING LOT K SECTION 01010 SUMMARY OF WORK ' PART 1 - GENERAL 1 . 01 SECTION INCLUDES A. Work covered by Contract Documents . B. Contract. ' C. Contractor ' s use of premises . ' D. Safety regulations . E. Field engineering. ' 1. 02 RELATED SECTIONS A. General Conditions: Additional requirements of all parties to the Contract . B. Section 01027 - Applications for Payment: ' Procedures for preparation and submittal of applications for payment . C. Section 01040 - Coordination . D. Section 01045 - Cutting and Patching 1 . 03 WORK COVERED BY CONTRACT DOCUMENTS A. The work of this Contract comprises the construction of Parking Lot K as described by the Contract Documents prepared by Atlantic Engineering & Survey Consultants, Inc. dated 30 November 1990 . ' 1 .04 CONTRACT ' A. Construct the work under a Lump Sum Amount in accordance with the conditions of the Agreement Between Contractor and Owner, -' including provisions for liquidated damages . B. The General Contractor shall : 1 . Place the exemption certificate number on ' invoices for materials incorporated in the work . 2 . Furnish copies of invoices to Owner . ' 3 . Upon completion of the work file with the Owner notarized statement that all purchases made under exemption certificate were entitled to be exempt . ' SUMMARY OF WORK 01010-1 SALEM HOSPITAL PARKING LOT K ' 4 . Pay legally assessed penalties for improper use ' of exemption certificate number . 1 .06 CONTRACTOR 'S USE OF PREMISES ' A . The General Contractor and all subcontractors shall confine operations at the Site to areas permitted by : ' 1 . Law and ordinances. 2 . Permits. 3 . Contract limit lines . ' B. Do not unreasonably encumber site with materials or equipment . ' C. Assume full responsibility for protection and safekeeping of products stored on premises. D. Move any stored products which interfere with ' operations of Owner or other Contractors. E. Obtain and pay for use of additional storage ' or work areas needed for operations. F. Limit use of site to work and storage . ' G. The General Contractor shall be responsible for adequate site drainage during the entire t construction period by any temporary means which shall not adversely affect construction progress or abutting property . ' H . Site Construction Work Hours shall not begin before 7 :00 AM and shall not continue past 5 :00 PM. 1 .07 SAFETY REGULATIONS ' A . This project is subject to compliance with Public ' Law 91-596 , "Occupational Safety and Health Act of 1970" (OSHA) , with respect to all rules and regulations pertaining to construction , including Volume , 36 , numbers 75 and 105 , of the Federal Register , as amended , and as published by the U.S. Department of Labor . 1 .08 FIELD ENGINEERING ' A . The General Contractor shall be responsible for t properly laying out the work and for lines and measurements for the work . Verify all site survey information including elevations, dimensions , property lines and the fiqures shown on the Drawings before laying out the work and report errors or inaccuracies to the Engineer before commencing work . SUMMARY OF WORK ' 01010-2 SALEM HOSPITAL PARKING LOT K ' B. The General Contractor shall engage a Registered Land Surveyor to establish necessary reference lines ' and elevations and to lay out the work . Establish not less than two such bench marks in widely separated locations . Be responsible for the proper location and level of the work and for the maintenance of the referenced lines and bench marks . Part 2 - PRODUCTS ' (Not Used ) Part 3 - EXECUTION (Not Used) END OF SECTION 1 1 1 1 ' SUMMARY OF WORK 01010-3 ' SALEM HOSPITAL PARKING LOT K SECTION 01025 ' UNIT PRICES PART 1 - GENERAL 1. 01 CONTRACT REFERENCE A. Attention is directed to the printed form of Contract of which these specifications are hereby made a part . ' 1 . 02 UNIT PRICES A. Insert on the Bid Form for General Bid in the spaces provided, unit prices for the ' following items of work : 1 . Rock excavation will be paid on a unit price basis calculated by multiplying the ' volume of rock determined by rock profiles and rock payment lines by the appropriate unit prices submitted on the bid form and indicated below: ' a . Rock excavation (blasted ) , open cut, including drilling, blasting, removal and disposal, per cubic yard . b. Rock excavation (blasted ) , trench, including ' drilling, blasting, removal and disposal, per cubic yard . C. Rock Excavation (hydraulically split) , ' open cut or trench, including drilling, removal and disposal, per cubic yard . 2 . Unit prices shall include all associated labor, equipment, overhead, profit, taxes, ' material, permits and associated supervision and other costs . 3 . The Owner reserves the right to negotiate all ' unit prices prior to the signing of the contract . 4 . The quoted unit prices will be used to adjust the lump sum contract amount based on actual ' ledge quantities found. B. Unit prices shall include cost of all labor, materials, insurance, overhead and profit, ' unless otherwise stipulated in the unit price . PART 2 - PRODUCTS (Not Used ) PART 3 - EXECUTION (Not Used) END OF SECTION UNIT PRICES ' 01025-1 ' SALEM HOSPITAL PARKING LOT K SECTION 01026 ALTERNATES ' PART 1 - GENERAL ' 1 .01 SCOPE A . This section lists all of the Alternates which ' appear in the Contract Documents. Consult the Contract drawinas for the requirements of each Alternate . B . Bid prices for each Alternate shall include overhead , profit , and all other expenses incidental to the Work under each Alternate. ' C. The Contractor and Subcontractors shall be responsible for examining the scope of each Alternate generally defined herein and for recoanizina_ modifications to the ' Work caused by the Alternates and including the cost thereof in the bid price . ' 1 .02 SCHEDULE OF ALTERNATES A . Alternate No . 1 : Delete electric service drop from hand- hold #2 out to Old Road . Alternate service drop to route ' from hand-hold #1 through Parking Lot J up to the Davenport Buildinq and to connect to the the existina Salem Hospital liahtina facilities in. Davenport 1 . ' Contractor is to specify routing of service that is most practical and economical . B . Alternate No. 2 : Delete the proposed January 1991 start date . Provide an adjusted lump sum cost for all of the work called for in the specifications and plans based on a startina date of April 1 , 1991 . 1 END OF SECTION 1 ' ALTERNATES 01026-1 ' SALEM HOSPITAL PARKING LOT K ' SECTION 01027 APPLICATIONS FOR PAYMENT ' PART 1 - GENERAL 1. 01 REQUIREMENTS INCLUDED ' A. Procedure for preparation and submittal of Application for Payment . ' 1. 02 RELATED REQUIREMENTS A. Owner-Contractor 's Agreement: ' 1 . Progress payments and retainages, and times for submittals . ' B. Section 00800 - Supplementary Conditions : Progress payments and final payment. ' C. Section 01300 - Submittals 1 . Submittal procedures. 2 . Schedule of values . ' 1. 03 GENERAL A. Submit Application for Payment to the Engineer ' in accordance with the schedule established by the Owner-Contractor Agreement 1 . 04 FORMAT AND DATA REQUIRED A. Submit itemized applications typed on AIA Document G702, "Application and Certificate ' for Payment", and Continuation Sheet G703 or on other forms approved by the Owner . ' B. Line items and dollar values shall be from the schedule of values accepted by the Engineer . C. Include trades and amounts for subcontractors . D. Overhead and profit shall be a line item each ' month for the Contractor on his G703 sheets . APPLICATIONS FOR PAYMENT 01027-1 SALEM HOSPITAL PARKING LOT K 1 . 05 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT ' A. Application Form: ' 1 . Fill in required information, including that for Change Orders executed prior to the date of submittal of application. List each authorized Change Order as an extension on continuation sheet, ' listing Change Order number and dollar amount as for an original item of work . 2. Fill in summary of dollar values to agree with ' the respective totals indicated on the Continuation Sheets . 3 . Execute certification with the signature of an authorized officer of the Contractor 's firm. ' B. Continuation Sheets : 1. Fill in total list of all scheduled component , items of work, with item number and the scheduled dollar value for each item. 2 . Fill in the dollar value in each column for each ' scheduled line item when work has been performed or products stored as approved . Round off values to the nearest dollar, unless otherwise specified for the schedule of values . ' 3 . List each Change Order executed prior to the date of submission, at the end of the Continuation Sheets . List by Change Order number, description, and break- ' of costs as for an original component item of work . 1.06 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS _ A. When substantiating data is required, Contractor shall 1 submit suitable information as specified in Section 01300, Submittals, with a cover letter identifying: ' 1 . Project . 2 . Application number and date . 3 . Detailed list of enclosures . ' 4 . For stored products : a . Item number and identification as shown on application. b. Description of specific material . B. Submit one copy of data and cover letter for each copy of application. ' 1 . 07 PREPARATION OF APPLICATION FOR FINAL PAYMENT A. Fill in application form as specified for progress ' payments . B. Use Continuation Sheets for presenting the final statement of accounting. APPLICATIONS FOR PAYMENT ' 01027-2 1 SALEM HOSPITAL PARKING LOT K ' 1 . 08 SUBMITTAL PROCEDURL A. Submit five copies of Applications for Payment ' to the Engineer at the times stipulated in the Agreement. ' B. Submit under transmittal letter specified in Section 01300 . PART 2 - PRODUCTS 1 (Not Applicable ) ' PART 3 - EXECUTION (Not Applicable ) ' END OF SECTION 1 1 1 APPLICATIONS FOR PAYMENT ' 01027-3 SALEM HOSPITAL PARKING LOT K SECTION 01040 COORDINATION ' PART 1 - GENERAL 1 . 01 SECTION INCLUDES ' A. Coordination of elements of the work . C. Coordination of Contract Closeout . ' 1. 02 RELATED SECTIONS ' A. Section 01010 - Summary of Work . B. Section 01045 - Cutting and Patching: Advance notification to other sections of cutting and patching ' requirements . C. Section 01200 - Project Meetings : Preconstruction tconferences; progress meetings . D. Section 01600 - Material and Equipment: Product ' options and substitutions . E. Section 01700 - Contract Closeout : Closeout submittals . F. Refer to Conditions of the Contract and other sections of the specifications for coordination requirements . ' 1 . 03 DESCRIPTION A. The General Contractor shall Coordinate scheduling, submittals, and work of the various sections of ' specifications and subcontractors to assure efficient and orderly sequence of installation of construction elements . ' B. Coordinate sequence of work to accommodate Owner occupancy as specified in Section 01010 . ' 1 . 04 MEETINGS A. In addition to progress meetings specified in Section ' 01200, hold coordination meetings and pre-installation conferences with personnel and subcontractors to assure coordination of work . 1 COORDINATION ' 01040-1 SALEM HOSPITAL PARKING LOT K ' 1 . 05 COORDINATION OF SUBMITTALS , A. The General Contractor shall schedule and coordinate submittals specified in Section 01300 . ' B. The General Contractor shall coordinate the work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, ' such equipment . C. The General Contractor shall coordinate requests for ' substitutions to assure compatibility of space, of operating elements, and effect on work of other sections . 1. 06 COORDINATION OF ELEMENTS OF THE WORK ' A. Before commencing any work, the General Contractor shall prepare a sequence of operations for all work ' under this Contract as stipulated in Section 01300, and submit for approval by the Engineer . B. If, in the judgment of the Engineer, continued work under ' the approved sequence of operations may interfere with the progress of the work, the Engineer may direct the ' General Contractor to accelerate, interrupt, or cease Work at particular points . he General Contractor shall make reasonable changes in the sequence of operations to accommodate these directions, at no additional cost to ' the Owner . C. The General Contractor shall be responsible for the ' proper fitting of all work and the coordination of the operations of all trades, subcontractors or materials and equipment engaged upon the work . He shall be prepared to guarantee each of his subcontractors the dimensions which ' they may require for the fitting of their work to all surrounding work and shall do or cause the subcontractors to do all cutting, fitting, adjusting and patching ' necessary to make the several parts of the work come together properly and to fit the work to receive or be received by that of other contractors . D. The General Contractor shall give his personal super- ' vision to the work or have a competent superintendent on the work at all times during the progress of the work, t with the proper coordination and expediting of his work . E. The General Contractor shall lay out his own ' work, and be responsible for all lines, elevations, and measurements of grading, paving, and other work executed under the Contract. COORDINATION 01040-2 ' ' SALEM HOSPITAL PARKING LOT K ' He shall exercise proper precaution to verify the dimensions shown on the Drawings before laying out the work and will be held responsible for any error resulting tfrom his failure to exercise such precaution.. F. The General Contractor shall be in charge of the entire work and shall be responsible for the prompt coordination ' of all trades, including his own forces and his subcontractors, as well as the Owner ' s separate Contractors if they are on the job during the t Contractor 's operations, and become fully familiar with all work required under the contract . t G. Care shall be given to the proper scheduling, delivery, and installation of items to be built into rough construction which will affect the latter portions of the work . The General Contractor shall ascertain that ' all are properly installed in their correct locations at the proper time, so as to prevent cutting and patching of finished work . H. The General Contractor shall be fully responsible for coordination of general construction work with that of subcontractors for drainage, electrical, and ' other specialized trades . He shall investigate, together with the subcontractors involved, the routing of pipe, ductwork, and conduit with particular attention to ' interference of structural members, other pipes, ducts, and conduit cuts and similar features which may affect installation and proper functioning of such items . ' I . Changes in design locations which may be necessary in the routing of pipes and ducts, or in the location of any electrical or other equipment shall be anticipated ' and made prior to installation. Additional compensation will not be allowed for costs incurred as a result of the General Contractor 's failure to anticipate the necessity ' for such changes . J. The General Contractor ' s responsibility for the ' coordination of all work under the Contract shall be complete, and shall extend to all modifications in the work, whether or not such modifications entail a change in the Contract Price . Where the Contract Documents ' allow an optional material or method of performing a portion of the work, or where the General Contractor is ultimately allowed or directed to perform a part of the ' work using a substitute material or method, the General Contractor shall provide all other coordination and additional work that such change necessitates, without any additional cost to the Owner . COORDINATION ' 01040-3 SALEM HOSPITAL PARKING LOT K ' 1 . 07 COORDINATION OF CONTRACT CLOSEOUT ' A. The General Contractor shall coordinate the completion and cleaning of the work of separate subcontractors ' in preparation for Substantial Completion of portions of work designated for partial Owner occupancy. B. After Owner occupancy of premises, coordinate access ' to the Site by various subcontractors for correction of defective or unfinished work and work not in accordance with Contract Documents, to minimize ' disruption of Owner 's activities . C. Assemble and coordinate closeout submittals ' specified in Section 01700 . PART 2 - PRODUCTS (Not Applicable ) PART 3 - EXECUTION ' (Not Applicable ) END OF SECTION , 1 1 1 1 COORDINATION 01040-4 , ' SALEM HOSPITAL PARKING LOT K SECTION 01045 CUTTING AND PATCHING ' PART 1 - GENERAL 1. 01 SECTION INCLUDES t A. Execute cutting, fitting and patching, including excavation and fill, to complete work, and to : 1 . Fit the several parts together, to integrate with other work . 2. Uncover work to install ill-timed work . 3 . Remove and replace defective and nonconforming work . ' 1 . 02 RELATED SECTIONS A. Conditions of the Contract : 1 . Refer to the printed General Conditions for require- ments pertaining to cutting and patching. ' B . Section 01010 - Summary of Work C. Section 01500 - Construction Facilities and Temporary ' Controls : Temporary enclosures; cleaning during construction. D. Section 01600 - Material and Equipment : Substitution of materials . E. Individual Specifications Sections : ' 1 . Cutting and patching incidental to work of the section. 2 . Advance notification to other sections of openings required in work of those sections . 1 . 03 SUBMITTALS t A. Submit written request in advance of cutting or alteration which affects : 1 . Structural integrity of any element of Project . ' 2 . Efficiency, maintenance, or safety of any operational element . 3 . Visual qualities of sight-exposed elements . ' 4 . Work of Owner or separate contractor . B. Include in request : 1. Identification of Project. 2 . Location and description of affected work . 3 . Necessity for cutting or alteration. 4 . Description of proposed work and products ' to be used . CUTTING AND PATCHING ' 01045-1 SALEM HOSPITAL PARKING LOT K , 5 . Alternatives to cutting and patching. 6 . Effect on .work of Owner or separate Contractor . ' 7 . Written permission of affected separate Contractor . 8 . Date and time work will be executed . PART 2 - PRODUCTS ' 2 . 01 MATERIALS , A. Those required for' original installation B. For any change in materials, submit request for ' substitution under provisions of Section 01600. PART 3 - EXECUTION ' 3 .01 GENERAL A. Except as otherwise specified in any particular ' Filed Sub-Bid section of the specifications, the General Contractor shall do all cutting, fitting, and ' patching of his work that may be required to make its several parts come together properly and fit it to receive and be received by work of other Contractors shown upon, or reasonably implied by, Drawings and ' Specifications for completed structure, and he shall make good after them as the Engineer may direct. 3 . 02 INSPECTION ' A. Inspect existing conditions, including elements , subject to damage or movement during cutting and patching. B. After uncovering, inspect conditions affecting ' performance of work . C. Beginning of cutting or patching means acceptance of t existing conditions . 3 . 03 PREPARATION A. The General Contractor shall provide supports to assure structural integrity of surroundings; devices and methods to protect other portions of Project form ' damage . 1 CUTTING AND PATCHING 01045-2 t SALEM HOSPITAL PARKING LOT K ' B. The General Contractor shall provide protection from the elements for areas which may be exposed to the elements by uncovering work . Maintain excavations ' free of water . 3 . 04 PERFORMANCE ' A. Execute work by methods to avoid damage to other work, and which will provide proper surfaces to receive patching finishing. ' B. Employ original Installer to perform cutting and patching for weather-exposed and moisture-resistant elements, and sight-exposed surfaces . ' f C. Cut rigid materials using masonry saw or core-drill . Pneumatic tools shall not be allowed without prior t approval . Cut only as much material as is required for the installation of new work . ' D. Restore work with new products in accordance with requirements of Contract Documents . E. Fit work airtight to pipes, sleeves, ducts, conduit, and ' other penetrations through surfaces . F. Refinish surfaces to match adjacent finishes . For ' continuous surfaces, refinish to nearest intersection for an assembly, refinish entire unit. END OF SECTION t 1 1 CUTTING AND PATCHING ' 01045-3 ' SALEM HOSPITAL PARKING LOT K SECTION 01200 ' PROJECT MEETINGS ' PART 1 - GENERAL 1. 01 SECTION INCLUDES A. Contractor participation in pre-construction conference . ' B. Contractor administration of progress meetings . 1. 02 RELATED SECTIONS A. Section 01040 - Coordination: Coordination of elements of the Work . ' B. Section 01300 - Submittals : Progress Schedules; Progress Reports; Schedule of Values . ' C. Individual Specifications Sections : Pre- installation conference . ' 1 . 03 GENERAL A. The Engineer will schedule pre-construction organizational meetings, periodic project meetings, t specially called meetings throughout the progress of the work, and post-construction meetings . All of these meetings shall be attended by the representatives of the ' General Contractor, subcontractors and the Engineer Consultants will attend as requested by the Engineer . 1 . 04 PRE-CONSTRUCTION ORGANIZATIONAL MEETINGS 1 A. Immediately following award of Contract, the Engineer will call one or more preliminary ' organizational meetings during which detailed procedures will be worked out for submission and review of shop drawings and samples, format and extent of the construction schedule and schedule of -values, format and methods for progress payment requisitions, channels of communication between the Owner, the Engineer, and the General Contractor 's personnel, and other routines to be ' followed during construction . The Engineer will then issue a directive summarizing such procedures . PROJECT MEETINGS ' 01200-1 SALEM HOSPITAL PARKING LOT K ' 1. 05 PROJECT MEETINGS ' A. The Engineer will call together, twice each month or at other reasonable times as designated by the ' Engineer, representatives of the General Contractor and subcontractors who shall meet at the office of the General Contractor or at the Site, to report on the , condition of the Work under their charge, or on any other matters pertinent to the conduct of the work . B. The General Contractor ' s representative and each ' subcontractor 's representative attending such meetings shall be the job superintendent or other responsible party approved by the Engineer . Such ' representatives shall be empowered to make, at these meetings, definite decisions binding upon their respective employers regarding all matters pertaining to ' the work under this Contract. C. The General Contractor shall furnish the Owner and the Engineer, in writing, the names, addresses, and t telephone numbers of General Contractor 's and principal subcontractor 's personnel to be contacted in the event of an after hours emergency at the Site . The General , Contractor shall also maintain a similar list readily visible form the outside of the field office . PART 2 - PRODUCTS ' (Not Applicable ) PART 3 - EXECUTION , (Not Applicable ) END OF SECTION ' 1 PROJECT MEETINGS 01200-2 ' 1 SALEM HOSPITAL PARKING LOT K SECTION 01300 ' SUBMITTALS ' PART 1 - GENERAL 1. 01 SECTION INCLUDES ' A. Construction Progress Schedule . B. Shop Drawings, Product Data . ' C. Schedule of Values . ' 1. 02 RELATED SECTIONS A. Section 01010 - Summary of Work . B. Section 01027 - Applications for Payment . C. Section 01700 - Contract Closeout . ' 1. 03 FORM AND CONTENT OF CONSTRUCTION SCHEDULE A. Prepare the construction schedule in the form ' of a horizontal bar chart. 1 . Provide separate horizontal bar for each trade or operation. ' 2 . Horizontal time scale : Identify the first work day of each week . 3 . Scale and spacing: To allow space for notations and future revisions . 4 . Minimum sheet size : 8-1/2 inches by 11 inches . B. Content of Construction Progress Schedule : ' 1 . Show the complete sequence of construction by activity. 2 . Show the dates for the beginning, and ' completion of, each major element of construction. 1 . 04 SHOP DRAWINGS, PRODUCT DATA ' A. Submit shop drawings, product data and samples for all items as required by the specifications and as directed by the Engineer . See General and Supplementary Conditions for additional requirements. SUBMITTALS ' 01300-1 SALEM HOSPITAL PARKING LOT K B. The General Contractor, within 20 days after being ' awarded the Contract, shall prepare and submit for the Engineer 's approval a schedule of shop drawings, product data and samples required to be ' submitted for the work . The schedule shall indicate by trade the date by which final approval of each item must be obtained, and shall be revised as required by ' condition of the work, subject to the Engineer 's approval . The schedule shall allow a minimum of 10 days for the Engineer 's review of each submission or re- submission, including consultants ' review, plus an allowance for receipt of submittals by the Engineer and subsequent distribution by the General Contractor . The Engineer will consider requests for a reduced review ' period on specific submissions, if the General Contractor makes such request in writing. The General Contractor is required to strictly adhere to the established schedule dates . ' C. Notes or other information on the shop drawings, labels, transmittals or other items submitted which are contrary ' to provisions of the Contract Documents shall be deemed to be addressed to the General Contractor, applicable subcontractor, materialmen or other parties involved, and ' shall have no force or effect with respect to this Contract, even though the shop drawing or sample involved is approved by the Engineer . In particular the terms "By Others" , "N. I .C. ", or words of similar meaning and ' import on submissions shall not be deemed to imply that the referenced items are to be omitted from this Contract . ' D. Substitutions : Refer to Section 01600 for additional requirements pertaining to substitutions . All proposed substitutions shall be accompanied by a "Substitution t Request Form" on which the contractor shall state : 1. The proposed substitution does not affect dimensions indicated on Drawings . ' 2 . The contractor making the request for the substitution shall pay for the costs of changes to the building design, including engineering design, ' detailing and construction costs caused by the requested substitution. 3 . The proposed substitution will have no adverse affect on other trades, the construction schedule, ' or specified warranty requirements . 4 . Maintenance and service parts will be locally available for the proposed substitution. ' 5 . The function, appearance and the quality of the proposed substitution are equal or superior to the specified item. ' SUBMITTALS 01300-2 t 1 SALEM HOSPITAL PARKING LOT K ' E. Shop Drawings .and Product Data: 1. To receive consideration by the Engineer, shop drawings and product data shall be accompanied by ' a letter of transmittal and each shall contain the following information: a . Project identification. ' b. Engineer 's name . C . Date of preparation of submission, and of revision if applicable . d . Shop drawing number and title of item ' the drawing refers to. e . Engineer ' s drawing numbers and specifications paragraph number used as a reference in pre- paying shop drawings . f . Contractor 's and subcontractor 's name . g. names of person or firm preparing drawings . ' h. Statement or stamp of approval by the General Contractor, which shall signify that he has seen and examined the drawing and that requirements of Paragraph 4 .12 of the General ' Conditions have been complied with. 2. Shop drawings and product data relating to various units comprising a proposed assembly shall be sub- mitted simultaneously so that said units may be checked individually as an assembly. 3 . All shop drawings and product data shall be submitted ' to the Engineer through the General Contractor . Drawings or product data submitted directly from the subcontractors, manufacturers or vendors, or directly to the Engineer 's consultants, will be ' returned to the Contractor without action. 4 . Submit six copies each of standard manufactured items in the form of manufacturer ' s product data (catalog sheets ) , showing illustrated cuts of the items to be furnished, scale details, sizes, dimensions, performance characteristics, capacities, and other pertinent information, accompanied by an appropriate ' transmittal form with specific reference to the applicable paragraph in the specification. Such sheets will be marked either "Accepted" or t "Rejected", and two copies of each will be returned to the General Contractor . Rejected submittals shall be resubmitted in the same manner until acceptance is ' obtained. Indicate clearly on such printed matter which of several items is being submitted for approval . ' SUBMITTALS 01300-3 SALEM HOSPITAL PARKING LOT K ' 5 . For all shop drawings, including wiring and control , diagrams, one transparent (Ozalid type ) reproducible copy of each shall be submitted, along with five black line or blue line prints . The print copies ' shall be made by the General Contractor after his stamp and his comments or corrections, if any, have been affixed to the transparency. ' a . Each drawing transparency and print shall have a clear space approximately 80 square inches as an additional border on the right side . or bottom ' of the transparency for stamps and Engineer 's comments . b. The Engineer will annotate the transparency and indicate one of the following marks as ' applicable . REJECTED REVISE-RESUBMIT ' ACCEPTED AS NOTED ACCEPTED C. For drawings marked "Rejected", or "Revise - Resubmit", the Engineer will keep one print . ' Such prints shall be used for record purposes and for comparison with subsequent resubmissions . The remaining prints will be returned to the , General Contractor . d . Drawings marked "Accepted as Noted", shall be treated as approved drawings . The Engineer 's ' comments shall be considered part of the original Drawings . Should the Contractor disagree with such comments, he shall so notify the Engineer , in writing within ten days after receipt of such ' Drawings and before commencing work on the items in question. Failing this, the Contractor shall be deemed to have accepted full ' responsibility for implementing such comments at no additional cost to the Owner . e . For drawings marked "Accepted" or "Accepted as Noted", the Engineer will keep one print, one ' print will be issued to the Owner and one print will be furnished to the applicable consultants if any. The transparency and any remaining ' prints will be returned to the General Contractor . 6 . If catalog cuts of standard manufactured items show , different types, options, finishes, performance requirements, or other variations, those features that the Contractor proposes to furnish shall be clearly circled or otherwise indicated, and all ' irrelevant diagrams, notes, or other information deleted or canceled . If any variations from the catalog description are proposed or required, such ' variations must be clearly noted on the cut by the Contractor . SUBMITTALS 01300-4 ' 1 ' SALEM HOSPITAL PARKING LOT K t Catalog cuts of wiring diagrams will not be acceptable . 7 . Shop drawings shall clearly indicate all details, ' sectional views, arrangements, working and erection dimensions, kinds and quality of materials and their finishes, and other information necessary for proper ' checking and for fabrication and installation of the items, and shall include all information required for making connections to other work . ' 8 . If any information on previously submitted shop drawings, aside from notations made by the Engineer is revised in any way, such revision shall be circled ok otherwise graphically brought to the Engineer 's ' attention. If approved Drawings are subsequently revised, they shall be resubmitted to the Engineer with all the revisions clearly marked for the ' Engineer 's attention. Whenever Drawings are revised, the latest revision shall be circled or otherwise indicated to distinguish them clearly from all previous revisions and from the information ' on the original Drawing. 9 . Should the Engineer, in checking shop drawings, make changes which the contractor deems will increase ' the Contract Price, the General Contractor shall so inform the Engineer in writing within ten days following receipt of the checked shop drawings and t prior to starting fabrication of the item or items . Failing this, the contractor shall be deemed to have waived all claims for extra compensation for the work involved . ' 10 . The General Contractor shall be responsible for obtaining and distributing copies of approved shop drawings to his subcontractors and material suppliers needing such information, at no additional cost to ' the Owner . 11. The General Contractor shall keep on the site, in ' good order, a complete up-to-date set of all approved shop drawings to his subcontractors and material suppliers needing such information, at no additional cost to the Owner . 1 . 05 SCHEDULE OF VALUES ' A. The General Contractor shall : 1 . Submit to the Engineer two copies of the Schedule of Values within 10 days of receipt of Notice to Proceed . ' 2. Upon request by the Engineer, support values given with data that will substantiate their correctness . 3 . Submit quantities of designated materials for ' materials stored on which payment is expected to be made . ' SUBMITTALS 01300-5 1 SALEM HOSPITAL PARKING LOT K ' 4 . Use Schedule of Values only as basis for , Contractor 's Application for Payment . B. Form of Submittal : ' 1. Submit typewritten Schedule of Values on 8 1/2 inch by 11 inch white paper . 2 . Use Table of Contents of the Project Manual ' as basis for format for listing costs of work for sections under Division 2 through 16 and identify each line with number and title of section. ' C. Preparing Schedules of Values : 1 . Itemize separate line item cost for each of the following general cost items : ' a . Performance and Payment Bonds . b. Field supervision and layout . C . Construction Facilities and Temporary Controls . ' d . Alternates . 2 . Itemize separate line item cost for work required by each section of specification . Sections shall be ' further subdivided into separate line items under each section as required by the Engineer . 3 . Break down installed costs into: a . Delivered cost of product . , b. Total installed cost, with overhead and profit. C . Note : The Owner is tax exempt for all materials incorporated into the construction. ' 4 . For each line item which has installed value of more than $10, 000 . 00, break down costs to list major products or operations under each item. 5. Make sum of total costs of all items listed in ' schedule equal to total Contract Sum. D. Review and Resubmittal : After review by Engineer ' revise and resubmit schedules as required . Resubmit revised schedules in same manner . PART 2 - PRODUCTS ' (Not Applicable ) PART 3 - EXECUTION ' (Not Applicable) END OF SECTION '• SUBMITTALS ' 01300-6 ' SALEM HOSPITAL PARKING LOT K SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PART 1 - GENERAL 1. 01 REQUIREMENTS INCLUDED ' A. Temporary Facilities and Services . B. Temporary water . ' C. Temporary sanitary facilities . D. Temporary fire protection E. Protection of work, property and the public . ' F. Noise control . G. Dust control . ' H. Water control . I . Pest control . ' J. Rodent control . K. Cleaning during construction. L. Pollution control . M. Removal . 1 . 02 RELATED REQUIREMENTS ' A. Section 01010 - Summary of Work . ' B. Section 01700 - Contract Closeout: Final Cleaning. 1 . 03 TEMPORARY FACILITIES AND SERVICES A. General Contractor shall be responsible for arranging and providing temporary facilities and general services as specified herein and as otherwise required for proper and expeditious prosecution of work . Except as otherwise specified in the Project Manual, the General Contractor shall pay costs for all temporary facilities and general services until Date of Substantial Completion ' of the work established by the Engineer and shall remove same at completion of the work . CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500-1 SALEM HOSPITAL PARKING LOT K , B. All such services and facilities shall comply ' with applicable Federal, State, and Local regulations . C. General Contractor shall make all connections to ' existing services and sources of supply, shall provide all necessary installations, labor, materials, and equipment, in a manner subject to the ' approval of the Engineer and the Owner, shall remove temporary installations and conditions when no longer required, and shall restore the services and sources of supply to proper operation condition as approved by the ' Engineer . D. Discontinuance of any temporary service prior to ' the completion of any portions of the work shall not render the Owner liable for any additional cost resulting therefrom. ' E. Should a change in location of any temporary equipment ' be necessary in order for the work to progress properly, General Contractor shall remove ' and relocate such equipment as required without additional cost to the Owner . 1. 04 TEMPORARY WATER ' A. Provide an adequate supply of drinking water from approved sources of acceptable quality, satisfactorily ' cooled, for the General Contractor 's employees and those of his subcontractors . Where required, furnish drinking water in suitable containers and provide single- ' service cups for use of employees . Drinking water dispensers shall be conveniently located in building where work is in progress . ' 1 .05 TEMPORARY SANITARY FACILITIES A. The General Contractor shall provide temporary ' sanitary facilities, with chemical type toilets rented from and serviced by an approved company, as necessary for all persons engaged on the work . The existing toilet ' facilities shall not be used by construction personnel . 1. Provide the quantity and types of toilet fixtures and facilities required by the State Plumbing Code . ' B. The toilets shall be erected in location approved by the Engineer, shall be maintained by the General ' Contractor in a clean and orderly condition in compliance with all local and State health requirements, and shall be removed at Substantial Completion of the ' work . CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500-2 ' ' SALEM HOSPITAL PARKING LOT K ' 1 . 06 TEMPORARY FIRE PROTECTION A. The General Contractor shall provide and maintain ' adequate temporary fire protection in the form of barrels of water with buckets, fire bucket tanks, fire extinguishers, or other effective means of ' extinguishing fire, ready for instant use, distributed around the project and in and about temporary inflammable structures during construction of the work . B. Gasoline and other flammable liquids shall be stored in and dispensed from UL listed safety containers in ' conformance with National Board of Fire Underwriter 's recommendations . Storage shall not be within building. C. Make arrangements for periodic inspection by local ' fire protection authorities and insurance underwriters inspectors . Cooperate with said authorities and promptly carry out their recommendations . tD. Tarpaulins used during construction work shall be made of material which is resistant to fire, water, and ' weather . Tarpualins shall have UL approval and comply with S-CCC-D-746 . E. Torch cutting and welding operations performed by t subcontractors shall have approval of General Contractor before such work is started and chemical extinguisher shall be available within sight and not over ' ten (10 ) feet from location where such work is in progress . F. Do not light fires in or about premises . 1 . 07 PROTECTION OF WORK, PROPERTY AND PUBLIC ' A. The General Contractor shall construct barricades and protective facilities required for the protection of the public in accordance with local and State ' regulations . Furnish and install all signs, lights, reflectors, and all such protection facilities as may be required . ' B. The General Contractor shall hold harmless the Owner from all claims arising from the use of public streets, sidewalks, and adjoining premises for construction purposes . ' CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500-3 - SALEM HOSPITAL PARKING LOT K ' C. The General Contractor shall keep all access roads and ' walks clear of debris, materials, construction plant and equipment during building operation. Repair streets, drives, curbs, sidewalks, fences, poles, and the like ' where disturbed in building operation and leave them in as good condition after completion of the work as before operations started . ' 1. Provide ways and means to control the flow of water from every source which may cause delay or damage during the construction operation. 2 . Protect all planting, landscaping, trees, and site ' improvements in the area of site work . D. The General Contractor shall be responsible for the ' maintenance of construction barriers and traffic barriers in order to maintain traffic, over, through, or around the work included in his contract with the ' maximum of safety and practical convenience to such traffic during the life of the contract, and whether or not work has been suspended temporarily. The General Contractor shall take all precautions for preventing ' injuries to persons or damage to property to or about the work . 1. The work shall be carried on and barriers erected ' in such a manner as to provide safe passage at all times for public travel and with least obstruction to traffic. The General Contractor shall provide and maintain at his own expense in a safe and passable ' condition such temporary bypasses as created by the barriers- as may be necessary to accommodate both pedestrian and vehicular traffic . ' 2 . Maintain all legibly required means of egress, and shall not erect barriers which interfere with or obstruct such means of egress . 3 . Where the new construction or repair work coincides ' with the present traveled way, the General Contractor shall carry on his work so that travel will not be obstructed. ' E. Whenever gale or high winds are forecast, the General Contractor shall take proper measures to secure all ' loose material, equipment, or other items which could blow about and be damaged or cause damage to other work . No such loose items shall be left unsecured at end of working day. ' F. Take all required measures to protect the work at all times against fire, storm, theft, vandalism and ' other losses . CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500-4 ' ' SALEM HOSPITAL PARKING LOT K ' G. The General Contractor shall be wholly responsible for patrolling and protecting the work under construction and the materials stored on the site; and ' shall reimburse the Owner for any losses, damages, or injury not compensated by insurance, except those directly caused by the Owner, his agents, or his employees . ' 1 . 08 NOISE CONTROL t A. The General Contractor shall develop and maintain a noise-abatement program and enforce strict discipline Over all personnel to keep noise to ' a minimum. B. Execute construction work by methods and by use of equipment which will reduce excess noise . ' 1. Employ construction methods which will reduce noise . 2 . Equip air compressors with silencers, and ' power equipment with mufflers . 3 . Handle vehicular traffic and scheduling to reduce noise . ' 1 . 09 DUST CONTROL A. The General Contractor shall maintain the construction ' site, stockpiles, access, detour, and haul roads, staging and parking areas used for the work free of dust which would cause a hazard or nuisance to those ' at the site or adjacent sites . 1 . Provide positive methods and apply dust control materials to minimize raising dust from construction operations, and provide positive means to prevent ' air-borne dust from dispersing into the atmosphere . 1. 10 WATER CONTROL ' A. The General Contractor shall provide methods to control surface and ground water to prevent damage to Project, ' the site, or effect on adjoining properties . 1 . Provide, operate and maintain hydraulic equipment of adequate capacity to control surface and ground water at all times . ' 2 . Dispose of drainage water in a manner to prevent flooding, erosion, or other damage to any portion of the site or adjoining areas . 1 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS ' 01500-5 1 SALEM HOSPITAL PARKING LOT K ' 1. 11 PEST CONTROL ' A. The General Contractor shall provide control or abatement of interfering or harmful plant growth, ' bacterial fungi or insects . 1 . Employ methods and use materials which will not adversely affect conditions at the site ' or on adjoining properties . 2 . Should the use of pesticides be considered necessary, submit a copy of the proposed program to Owner with a copy to the Engineer . ' Clearly indicate : a. The nuisance to be controlled . b. The area or areas to be treated. ' C . The pesticides to be used, with copy of manufacturers printed instructions'. d . The pollution preventative measures to be employed . ' 3 . The use of any pesticide shall be in full accordance with the manufacturers printed instructions and recommendations . ' 1. 12 RODENT CONTROL A. The General Contractor shall provide rodent control ' as necessary to prevent infestation .of the construction or of the storage areas . 1 . Employ methods and use materials which will not ' adversely affect conditions at the site or on adjoining properties . 2 . Should the use of pesticides be considered ' necessary, submit a_ copy of the proposed program to the Owner with a copy to the Engineer . Clearly indicate : a. The nuisance to be controlled . ' b. The area or areas to be treated . C. The pesticides to be used, with copy of manufacturers printed instructions . ' d . The pollution preventative measures to be employed . 3 . The use of any pesticides shall be in full ' accordance with the manufacturers printed instructions and recommendations . 1. 13 CLEANING DURING CONSTRUCTION ' A. General : 1 . Execute cleani_rig during progress of the work, ' as required by the General Conditions and as herein specified. CONSTRUCTION OF FACILITIES AND TEMPORARY CONTROLS 01500-6 , ' SALEM HOSPITAL PARKING LOT K ' 2 . Maintain premises and public properties free from accumulations of waste, debris, and rubbish, caused by operations . At completion of work, remove t waste materials, rubbish, tools, equipment, machinery and surplus materials, and clean all sight-exposed surfaces; leave project clean and ready for ' occupancy. 3 . Prohibit overloading of trucks to prevent spillages on access and haul routes . 4 . Refer to sections of the specifications for ' cleaning of specific products or work . B. Safety and Disposal Requirements : ' 1 . Standards : Maintain project in accordance with State Building Code and local ordinances . 2 . Hazards Control : ' a. Store volatile wastes in covered metal containers, and remove from premises . b. Prevent accumulation of wastes which create hazardous conditions . ' C. Provide adequate ventilation during use of volatile or noxious substances . 3 . Conduct cleaning and disposal operations to comply ' with local ordinances and anti-pollution laws . a. Do not burn or bury rubbish and waste materials on project site . b. Do not dispose of volatile wastes such as ' mineral spirits, oil, or paint thinner in storm or sanitary drains . C . Do not dispose of wastes into streams or water- ways . C. During construction the General Contractor shall: ' 1 . Execute cleaning to ensure that the site and adjacent properties are maintained free from accumulations of waster materials and rubbish and windblown debris, resulting from construction t operations . 2 . Provide on-site containers for collection of waste materials, debris and rubbish. ' 3 . Remove waste materials, debris and rubbish from the site periodically and dispose of it at legal disposal areas off Owner 's property. Provide documentation that waste materials, debris ' and rubbish was legally disposed of . 4 . Handle materials in a controlled manner with as few handlings as possible. Do ,not drop or throw materials from heights . CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS ' 01500-7 1 SALEM HOSPITAL PARKING LOT K ' 1 . 19 POLLUTION CONTROL A. Provide methods, means and facilities required ' to prevent contamination of soil, water or atmosphere by the discharge of noxious substances from construction operations . ' B. Provide equipment and personnel, perform emergency measures required to contain any spillages, and to ' remove contaminated soils or liquids. 1 . Excavate and dispose of any contaminated earth off-site, and replace with suitable compact fill and topsoil . ' C. Take special measures to prevent harmful substances from entering public waters . ' 1 . Prevent disposal of wastes, effluents, chemicals, or other such substances adjacent to streams, or in sanitary or storm sewers. ' D. Provide systems for control of atmosphere pollutants . 1 . Prevent toxic concentrations of chemicals . 2 . Prevent harmful dispersal of pollutants into ' the atmosphere . 1 . 15 REMOVAL A. The General Contractor shall remove temporary ' materials, equipment, services, and construction prior to Substantial Completion of Work . ' B. The General Contractor shall clean and repair damage caused by installation or use of temporary ' facilities used during construction to specified or original condition. PART 2 - PRODUCTS ' (Not Applicable ) PART 3 - EXECUTION ' (Not Applicable ) END OF SECTION ' 1 1, CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS ' 01500-8 1 ' SALEM HOSPITAL PARKING LOT K ' SECTION 01568 EROSION AND SEDIMENT CONTROL PART 1 - GENERAL 1 .00 RELATED DOCUMENTS ' A . Drawings and General Provisions of the Contract including General and Supplementary Conditions and Division 1 Specification sections, apply to work in this ' section. 1 .01 WORK INCLUDED ' A . Provide all equipment and materials, and do all work necessary to construct a complete erosion and sediment control program for minimizing erosion and siltation ' during the construction phase of the project . The erosion and sediment control provisions detailed on the Drawings and specified herein are the minimum ' requirements for an erosion control program. The Contractor shall provide additional erosion and sediment control materials and methods as required to effect the erosion and siltation control principles specified ' herein. B. All requirements of the City of Salem Conservation ' Commission and compliance with the Order of Conditions issued for the project . (See Order of Conditions at the end of Specification Book) . 1 .02 RELATED WORK A . Section 02100 - Site Preparation. B. Section 02200 - Earthwork . ' C. Section 02720 - Storm Drainage . 1 .03 SUBMITTALS ' A . Proposed methods, materials to be used , and schedule for effecting erosion and siltation control and preventing erosion damage shall be submitted ' for approval . Submittals shall include : 1 . Proposed methods for effecting erosion and siltation control including 1" = 20 ' scale plans indicating location of erosion control devices. ' 2. Schedule of erosion control program indicating specific dates form implementing programs in each major area of work . ' EROSION AND SEDIMENT CONTROL 01568-1 SALEM HOSPITAL PARKING LOT K ' 1. 04 CITY OF SALEM A. Upon installation of all soil erosion and sediment ' control devices, the Contractor shall notify and coordinate a site inspection with the City of Salem ' Conservation Commission. 1 . 05 EROSION CONTROL PRINCIPLES A. The Contractor shall implement all soil erosion and ' sediment control devices prior to excavation within the site . ' B. The following erosion control principles shall apply to the land grading and construction phases : ' 1 . Stripping of vegetation, grading, or other soil disturbance shall be done in a manner which will minimize soil erosion. 2 . Whenever feasible, natural vegetation shall be ' retained and protected . 3 . Extent of area which is exposed and free of vegetation and duration of its exposure shall be ' kept within practical limits . 4 . Temporary seeding, mulching, or other suitable stabilization measures shall be used to protect exposed critical areas during prolonged construction ' or other land disturbance . 5. Drainage provisions shall accommodate increased runoff resulting from modifications of soil and ' surface conditions during and after development or disturbance . Such provisions shall be in addition to existing requirements . ' 6 . Sediment shall be retained on-site . 7 . Erosion control devices shall be installed as early as possible in .the construction sequence prior to the start of clearing and grubbing operations and ' excavation work . B. Cut and fill slopes and stockpiled materials shall ' be protected to prevent erosion . Slopes shall be protected with permanent erosion protection when erosion exposure period is expected to be greater than or equal , to six months, and temporary erosion protection .when erosion exposure period is expected to be less than six months . 1 . Permanent erosion protection shall be accomplished ' by seeding with grass and covering with an erosion protection material, as appropriate for prevailing conditions . ' 2 . Temporary erosion protection shall be accomplished by covering with erosion protection materials, as appropriate for the prevailing conditions . EROSION AND SEDIMENT CONTROL 01568-2 ' 1 ' SALEM HOSPITAL PARKING LOT K ' 3 . Except where specified slope is indicated on Drawings, fill slopes shall be limited to a grade of 2 : 1 (horizontal :vertical ) , cut slopes shall be limited to a grade of 1. 5: 1. PART 2 - PRODUCTS 2 . 01 HAY BALES A. Hay bale for construction of erosion control devices ' shall be new,- firm, wire or nylon bound livestock feed-grade . PART 3 - EXECUTION ' 3 . 01 HAY BALES ' A. Hay bales shall be constructed and installed as indicated on the Drawings . 1. Bales shall be placed in a row with ends tightly abutting the adjacent bales . Each bale ' shall be securely anchored in place by 2 stakes or re-bars driven through the bales . The first stake in each bale shall be angled toward the previously laid ' bale to force the bales together . 3 .02 MAINTENANCE AND REMOVAL OF EROSION CONTROL DEVICES ' A. Wetland areas, water courses, and drainage swales adjacent to construction activities shall be monitored once each week for evidence of silt intrusion and other ' adverse environmental impacts, which shall be corrected immediately upon discovery. ' B. Culverts and drainage ditches shall be kept clean and clear of obstructions during the construction period . ' C. Erosion Control Devices : 1. Sediment behind the erosion control device shall be checked twice each month and after heavy rain. Silt ' shall be removed if greater than 6 inches deep. 2 . Condition of erosion control device shall be checked twice each month or more frequently as required . Damaged and/or deteriorated items shall 'be replaced. Erosion control devices shall be maintained in place and in effective condition. 3 . Hay bales shall be inspected frequently and ' maintained or replaced as required to maintain both their effectiveness and essentially their original condition. Underside of bales shall be kept in close ' contact with the earth below at all times, as required to prevent water form washing beneath bales . EROSION AND SEDIMENT CONTROL ' 01568-3 1 SALEM HOSPITAL PARKING LOT K t D. Removal of Erosion Control Devices : ' 1 . Erosion control devices shall be maintained until all disturbed earth has been paved or vegetated, at which time they shall be removed . After removal, areas ' disturbed by these devices shall be regraded and seeded. 2 . Erosion protection material shall be kept securely ' anchored until acceptance of completed slope or entire project, whichever is later . END OF SECTION ' 1 1 1 t 1 EROSION AND SEDIMENT CONTROL 01568-4 ' SALEM HOSPITAL PARKING LOT K SECTION 01600 MATERIAL AND EQUIPMENT ' PART 1 - GENERAL 1. 01 REQUIREMENTS INCLUDED ' A. Products . B. Material and Equipment Incorporated into the work . C. Manufacturer 's Instructions . ' D. Transportation and Handling. E. Storage and Protection. F. Product Standards . 1. 02 RELATED REQUIREMENTS ' A. Section 01010 - Summary of Work . ' B. Section 01300 - Submittals . 1 . 03 PRODUCTS ' A. Products include material, equipment, and systems . 1 . 04 MATERIAL AND EQUIPMENT INCORPORATED INTO THE WORK A. comply with specifications and referenced standards as minimum requirements . ' B. Comply with size, make, type, and quality specified, as shown on the Drawings, or as specifically approved in writing by the Engineer . ' C. Manufactured and Fabricated Products: 1. Design, fabricate and assemble in accordance with ' best engineering and shop practices . 2 . Manufacture like parts of duplicate units to standard size and gages, to be interchangeable . ' 3 . Two or more items of the same kind shall be identical, by the same manufacturer . 4 . Products shall be suitable for service conditions . 5 . Equipment capacities, sizes, and dimensions shown or specified shall be adhered to unless variations are specifically approved in writing . MATERIALS AND EQUIPMENT ' 01600-1 SALEM HOSPITAL PARKING LOT K 1. 05 MANUFACTURER ' S INSTRUCTIONS , A. When Contract Documents require that installation of work shall comply with manufacturer 's printed ' instructions, obtain and distribute copies of such instructions to parties involved in the installation, including two copies to the Engineer . Maintain one set ' of complete instructions at the job site during installation and until completion. B. Handle, install, connect, clean, condition and adjust , products in strict accord with such instructions and in conformity with specified requirements : 1 . Should job conditions or specified requirements t conflict with manufacturer 's instructions, consult with Engineer for further instructions . 2 . Do not proceed with work without clear instructions . C. Perform work in accordance with manufacturer ' s instructions . Do not omit any preparatory step or installation procedure unless specifically modified , or exempted by Contract Documents . 1. 06 TRANSPORTATION AND HANDLING A. Arrange deliveries of products in accord with construction schedules, coordinate to avoid conflict ' with work and conditions at the site . 1. Deliver products in undamaged condition, in manufacturer 's original containers or packaging, with identifying labels intact and legible . , 2 . Immediately on delivery, inspect shipment to assure compliance with requirements of Contract Documents and approved submittals, and that products are ' properly protected and undamaged. B. Provide equipment and personnel necessary to handle products by methods to prevent soiling or damage to ' products or packaging. 1. 07 STORAGE AND PROTECTION A. Store products in accordance with manufacturer ' s instructions, with seals and labels intact and ' legible : 1. Store products subject to damage by the elements in weathertight enclosures . 2 . Maintain temperature and humidity within the ranges ' required by manufacturer 's instructions . M MATERIAL AND EQUIPMENT 01600-2 , ' SALEM HOSPITAL PARKING LOT K ' B. Exterior Storage : 1 . Store fabricated products above the ground, on blocking or skids, prevent soiling or staining. ' Cover products which are subject to deterioration with impervious sheet coverings, provide adequate ventilation to avoid condensation. ' 2 . Store loose granular materials in a well-drained area on solid surfaces to prevent mixing with foreign matter . ' C. Arrange storage in a manner to provide easy access for inspection. Make periodic inspections of stored products to assure that products are maintained under ' specified conditions, and free from damage or deterioration. D. Protection after installation: Provide substantial ' coverings as necessary to protect installed products from damage from traffic and subsequent construction operations . Remove when no longer needed . ' 1.08 PRODUCT STANDARDS ' A. Any product specified by reference to the number, symbol, or title of a standard, such as Commercial Standard, a Federal Specification, an ASTM Standard, an ANSI Standard, a trade association standard, or other ' similar standard, shall comply with the requirements of the latest issue of such standard or revision thereof, including any amendment or supplement thereto, as listed ' in the latest official index in effect and issued not later than thirty days prior to date of Invitation To Bid . t B. The standard referred to, except as modified in the specifications, shall have full force andeffect as though printed in the specifications . C. All manufactured articles, materials, and equipment shall be applied, installed, connected, erected, used, ' cleaned and conditioned, in accordance with the manufacturer 's printed instructions, unless otherwise specified . 1 . 09 SUBSTITUTIONS A. Substitutions of products shall comply with requirements of Chapter 30, Section 39M of the General Laws, and the additional requirements and procedures specified herein . 1 MATERIALS AND EQUIPMENT ' 01600-3 SALEM HOSPITAL PARKING LOT K C. Specific reference in the specifications to any 1 product, material, or process by name, make, or catalog number shall be interpreted as establishing a standard of quality. An item will be considered 1 "equal" to the item so named or described if (1) it is at least equal in quality, durability, appearance, strength and design; ( 2) it will perform at least equally the 1 function imposed by the general design for the work; and ( 3 ) it conforms substantially, even with deviations, to the detailed requirements for the item in the specifications . 1 D. If the General Contractor proposes to use a material which, while suitable for the intended use, deviates 1 in any way from the detailed requirements of the Contract Documents, he shall inform the Engineer in writing of the nature of such deviations at the time the material is 1 submitted for approval, and shall request written approval of the deviation from the requirements of the Contract Documents . E. In requesting approval of deviations or substitutions, the General Contractor shall provide, upon request, evidence leading to a reasonable certainty that the proposed substitution or deviation will provide a quality or result at least equal to that otherwise attainable . If, in the opinion of the Engineer, the evidence presented by the General Contractor does not provide a 1 sufficient basis for such reasonable certainty, the Engineer may reject such substitution or deviation without further investigation.' F. Any additional cost, loss, or damage arising from the .substitution of any material or any method for those 1 originally specified shall be borne by the General Contractor, notwithstanding approval or acceptance of such substitution by the Owner or the Engineer, unless such substitution was made with written request or direction of the Owner or Engineer . PART 2 - PRODUCTS 1 (Not Applicable ) PART 3 - EXECUTION 1 (Not Applicable ) END OF SECTION 1 1 MATERIAL AND EQUIPMENT 01600-4 1 SALEM HOSPITAL PARKING LOT K SECTION 01700 ' CONTRACT CLOSEOUT ' PART 1 -. GENERAL 1. 01 REQUIREMENTS INCLUDED ' A. Closeout Procedures . B. Final Cleaning C. Record Drawings . ' D. Maintenance Manuals and Instructions . E. Warranties and Bonds . ' F. Closeout Requirements . 1 . 02 RELATED REQUIREMENTS ' A. Document 00700 - Conditions of the Contract for Construction. ' B. Section 01010 - Summary of Work . C. Section 01500 - Construction Facilities ' and Temporary Controls : Cleaning during Construction. 1 . 03 CLOSEOUT PROCEDURES ' A. Comply with procedures stated in Conditions of the Contract for issuance of Certificate of Substantial Completion. ' B. When Contractor considers work has reached final completion, submit written certification that ' Contract Documents have been reviewed, work has been inspected, and that work is complete in accordance with Contract Documents and ready for Engineer ' s inspection. ' C. In addition to submittals required by the Conditions of the Contract, provide submittals required by governing authorities, and submit a final statement of accounting ' giving total adjusted Contract Sum, previous payments, and sum remaining due . D. Engineer will issue a final Change Order reflecting approved adjustment to Contract Sum no previously made by Change Order . t CONTRACT CLOSEOUT ' 01700-1 SALEM HOSPITAL PARKING LOT K ' 1 . 04 FINAL CLEANING A. Clean site; sweep paved areas, rake clean other surfaces . ' B. Remove waste and surplus materials, rubbish, and construction facilities from the Project and from the Site . ' C. Owner will assume responsibility for cleaning as of time designated on Certificate of Substantial Completion ' or Owner 's acceptance of Project or portion thereof . 1 . 05 RECORD DRAWINGS A. Before work begins, the General Contractor shall ' obtain and pay the cost of having a complete set of reproducible copies on Mylar of the Contract Drawings . ' The General Contractor shall furnish to the electrical subcontractor the reproducible copies of the drawings which correspond to the respective portions of the work . ' B. During construction, the General Contractor and the electrical subcontractor shall keep accurate daily recordings of all major deviations from the works as ' shown on the Contract Drawings, and indicate actual installation with colored inks on a complete set of prints obtained and maintained at the job site for that ' specific purpose . Such sets shall be kept available at all times for use and inspection by the Engineer . C. The General Contractor shall transfer all information ' from the daily record prints to the reproducible tracings at least once every month. Submit three prints of each tracing to the Engineer at least three times , during construction: When work is approximately 1/4, 1/2, and 3/4 complete . D. Records shall be made and kept on separate prints and ' tracings for work shown on the Site work, and electrical drawings . Particular attention shall be given to noting location, elevations, sizes, etc . of all concealed and ' buried utilities, ducts, and services, and especially including exterior utility and storm drainage lines . 1 1 CONTRACT CLOSEOUT 01700-2 ' ' SALEM HOSPITAL PARKING LOT K ' E. Before completion of the work, and when directed by the Engineer, the General Contractor and all indicated ' subcontractors shall transcribe all previous information onto a set of reproducible copies with ink, make all final changes and corrections to same, sign each Drawing as certification that the work was installed as shown, ' and deliver same to Engineer . Drawings shall be signed by the General Contractor and each applicable subcontractor . Acceptance by the Engineer of the t completed tracings shall be a prerequisite for final payment . F. Shop drawings will not be acceptable as Project ' Record Drawings . G. All Record Drawing work shall be performed by ' competent draftspersons . The Engineer shall be the sole judge of the acceptability of project Record Drawings . ' H. Record Drawings for exterior utilities and other items below grade shall accurately locate the points where such items enter the property lines and shall locate all ' turns, offsets, and other changes in direction below grade, as well as all valves and other appurtenances . Such locations shall be made by dimensions to adjacent ' permanent bench marks or structures as approved by the Engineer . Reliance on scale only or reference to any temporary or concealed construction will not be ' acceptable . 1. 06 MAINTENANCE MANUALS AND INSTRUCTIONS ' A. The General Contractor shall, upon Substantial Completion of the work, submit rough drafts of maintenance schedules, maintenance manuals, and all ' approved shop drawings, presenting full details for care and maintenance of visible surfaces and all equipment furnished and installed under the Contract . ' B. Maintenance manuals shall consist of manufacturer 's catalog cuts with descriptive information, lubricating instructions, names, addresses and telephone t numbers where replacement parts and service can be quickly obtained, and all other information required for the Owner to use, maintain, and service the items ' properly. C. Upon Engineer ' s approval of drafts, submit three corrected copies properly bound in a logical and ' well arranged order, with index, for Owner ' s use . CONTRACT CLOSEOUT ' 01700-3 SALEM HOSPITAL PARKING LOT K ' 1 .07 WARRANTIES ' A . Compile specified warranties review to verify compliance with Contract Documents , and submit to Engineer for his ' review and transmittal to Owner . B . Submittal Requirements : 1 . Assemble two original signed copies of warranties, ' and service and maintenance contracts , executed by Officers of each of the respective manufacturers, suppliers, and subcontractors . ' 2 . Table of Contents : Neatly typed , in orderly sequence. Provide complete information for each item. a . Product or work item. ' b . Firm, with name of Principal , address and telephone number . C . Scope . ' d . Date of beginning of warranty or service and maintenance contract will commence upon date of Substantial Completion as established by the ' Engineer . e . Duration of warranty or service maintenance contract . f . Provide information for Owner 's personnel : ' 1) Proper procedure in case of failure. 2) Instances which might affect validity of warranty . ' g . Contractor , name of responsible principal , address and telephone number . C . For of Submittals : Prepare in duplicate packets and ' in the following format : 1 . Size 8 1/2 inch by 11 inch ; punch sheets for 3 ring binder. Fold larger sheets to fit into binders. ' 2 . Cover : Identify each packet with typed or printed title "Warranties" . List title of Project and Name of Contractor . ' 3 . Binders : Commercial quality, three-ring binders with durable and clean plastic covers. D . Time of Submittals: ' 1 . For equipment or component parts of equipment put into service during progress of construction, submit documents within 10 days after inspection ' and acceptance. Otherwise , make submittals within ten days after Date of Substantial Completion , prior to final request for payment . ' 2 . For items of work where acceptance is delayed materially beyond the Date of Substantial Completion, provide updated submittal within ten days after acceptance , listing the date of acceptance as the ' start of the warranty period . CONTRACT CLOSEOUT 01700-4 ' ' SALEM HOSPITAL PARKING LOT K ' E. Submittals Required : Submit warranties, service and maintenance contracts as specified in the respective sections of the specifications. ' 1 .08 CLOSEOUT REQUIREMENTS A . Punch List : When the Engineer inspects the work for Substantial Completion, he will prepare and issue to the General Contractor a "punch list" of items to be corrected before final payment will be made . Such punch ' list shall not be construed as all inclusive of the work which the General Contractor will be required to perform before final payment . ' H . Substantial Completion : The Enaineer will prepare and issue a Certificate of Substantial Completion , complete with signatures of Owner and General Contractor , ' accompanied by a list of items to be completed or corrected , as verified and amended by the Engineer . C. Final Inspection : 1 . The General Contractor shall submit written certification that : a . Contract Documents have been reviewed . ' b . Project has been inspected for compliance with Contract Documents . C . Work has been completed in accordance with ' Contract Documents. d . Equipment and systems have been tested in presence of Owner 's Representatives and are operational . ' e . Project is completed , and ready for final inspection. 2. Engineer will begin final inspection within seven ' days after receipt of certification. 3 . Should the Engineer consider the work is finally complete in accordance with requirements of Contract ' Documents he shall request the General Contractor to make Proiect Closeout submittals. 4 . Should the Engineer consider the work incomplete: a. He shall notify the General Contractor , in ' writing , stating reasons . b . General Contractor shall take immediate steps to remedy the stated deficiencies, and send second written notice to the Engineer certifying the work is complete . c . Engineer will reinspect the work . 1 1 CONTRACT CLOSEOUT ' 01700-5 1 SALEM HOSPITAL PARKING LOT K ' D. Closeout Submittals : ' 1 . Project Record Documents . 2 . Operating and Maintenance Data . 3 . Extended Guarantees and Warranties. 4 . Keys and Keying Schedule . ' 5 . Spare Parts and Maintenance Materials . 6 . Evidence of compliance with requirements of governing authorities . , 7 . Certificate of Insurance for Products and Completed Operations . E. Evidence of Payments, and Releases of Liens : ' 1 . Contractor ' s Affidavit of Payment of Debts and Claims, AIA 0706 . 2 . Contractor ' s Affidavit of Release of Liens, ' AIA G706, with: a. Consent of Surety to Final Payment: AIA G707 . b . Contractor ' s release or waiver of liens . ' C. Separate releases or waivers of liens for subcontractors, suppliers, and others with liens rights against property of Owner, together with ' list of those parties . 3 . All submittals shall be duly executed before delivery to the Engineer . F. Final Application and Certificate for Payment: ' 1 . The General Contractor shall submit final application in accordance with requirements of ' General and Supplementary Conditions . 2 . Engineers will issue final certificate in accordance with provisions of Conditions of the Contract . ' 3 . Note : Prior to issuance of the Certificate for Final Payment by the Engineer, all requirements contained in this Paragraph entitled "Closeout ' Requirements" and other requirements of the Conditions of the Contract shall be executed, received and approved by the Engineer . ' G. Post-Construction Inspection: 1 . Prior to expiration of one year from Date of Substantial Completion, the Engineer will make ' visual inspection of Project with the Owner and the General Contractor to determine whether correction of any work is required, in accordance ' with provisions of General Conditions . 2 . Engineer will promptly notify the General Contractor in writing, of any observed deficiencies . 1 CONTRACT CLOSEOUT ' 01700-6 1 SALEM HOSPITAL PARKING LOT K ' PART 2 - PRODUCTS (Not Used ) PART 3 - EXECUTION (Not Used ) ' END OF SECTION 1 1 1 t 1 1 1 CONTRACT CLOSEOUT ' 01700-7 ' SALEM HOSPITAL PARKING LOT K ' SECTION 01720 PROJECT RECORD DOCUMENTS ' PART 1 - GENERAL 1. 01 REQUIREMENTS INCLUDED ' A. Maintenance and submittal of Record Documents and Samples . 1 . 02 RELATED REQUIREMENTS A. Document 00700 - General Conditions of the Contract: ' Documents at the site . B. Section 01300 Submittals : Shop drawings, product data, and samples . C. Section 01700 - Contract Closeout: Closeout procedures . ' D. Individual Specifications Sections : Manufacturer 's certificates and certificates of inspection. ' 1 . 03 MAINTENANCE OF DOCUMENTS AND SAMPLES A. Maintain at the site for Owner one record copy of : 1. Contract Drawings . ' 2 . Specifications . 3 . Addenda . 4 . Change Orders and other modifications to the ' Contract . 5. Reviewed shop drawings, product data, and samples . 6 . Inspection certificates . 7 . Manufacturer 's certificates . B. Store Record Documents and samples in Field Office apart from Documents used for construction. C. Maintain Record Documents in a clean, dry, legible condition. Do not use Record Documents for construction ' purposes . D. Keep Record Documents available for inspection by Engineer . ' 1 . 04 RECORDING A. Record information on a set of black line opaque drawings, and in a copy of a Project Manual, provided by the Owner . ' PROJECT RECORD DOCUMENTS 01720-1 SALEM HOSPITAL PARKING LOT K ' B. Record information concurrently with construction ' progress . Do not conceal any work until required information is recorded . C. Contract Drawings and Shop Drawings : Legibly ' mark each item to record actual construction, including: ' 1 . Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements . 2 . Measured locations of internal utilities and ' appurtenances concealed in construction, referenced to visible and accessible features of construction. ' 3 . Field changes of dimension and detail . 4 . Changes made by Modifications . 5 . Details not on original Contract Drawings . ' 6 . References to related shop drawings and modifications . D. Specifications : Legibly mark each item to record ' actual construction, including: 1. Manufacturer, trade name, and catalog number of each product actually installed, particularly ' optional items and substitute items . 2 . Changes made by Addenda and Modifications . E. Other Documents : Maintain manufacturer 's certifications, ' inspection certifications, and field test records required by individual Specifications sections. 1 . 05 SUBMITTALS ' A. At Contract Closeout, deliver Record Documents and ' Samples as specified in Section 01700 . B. Transmit with cover letter in duplicate, listing: 1 . Date . ' 2 . Project title and number . 3 . Contractor ' s name, address, and telephone number . 4 . Number and title of each Record Document . ' 5 . Signature of Contractor or authorized representative . END OF SECTION 1 1 PROJECT RECORD DOCUMENTS 01720-2 ' ' SALEM HOSPITAL PARKING LOT K ' SECTION 02000 SITE WORK ' PART 1 - GENERAL 1. 01 DESCRIPTION ' A. The general site work requirements apply to all site work operations . Refer to Division 2 specification sections for specific general, product and ' execution requirements . 1 . 02 QUALITY ASSURANCE ' A. Comply with all applicable local, state, and federal requirements regarding materials, methods of work, and disposal of excess and waste materials . B. Obtain and pay for all required inspections, permits, and fees . Provide notices required by governmental ' authorities . 1 . 03 PROJECT CONDITIONS ' A. When uncharted or incorrectly charted underground piping or other utilities and services are encountered during site work operations, notify the applicable utility company immediately to obtain procedure directions . Cooperate with the applicable utility company in maintaining active services in operation. ' B. Locate, protect, and maintain bench marks, monuments, control points, and project engineering reference points . Re-establish disturbed or destroyed items at no ' additional expense to .the Owner . C. Perform site work operations and the removal of debris ' and waste materials to assure minimum interference with streets, walks, and other adjacent facilities . ' D. Obtain governing authorities written permission when required to close or obstruct streets, walks, and adjacent facilities . Provide alternate routes around closed or obstructed traffic ways when required by governing authorities . E. Control dust caused by the work . Dampen surfaces ' as required . Comply with pollution control regulations of governing authorities . SITE WORK 02000-1 SALEM HOSPITAL PARKING LOT K ' F. Protect existing buildings, paving, and other services ' or facilities on site and adjacent to the site from damage caused by site work operations . Cost of repair and restoration of damaged items shall be at no ' additional expense to the Owner . G. Protect and maintain street lights, utility poles and ' services, valves and other services, except items designated for removal . Remove or coordinate the removal of traffic signs, and postal mail boxes, etc . with the applicable governmental agency. Provide for temporary ' relocation when required to maintain facilities and services in operation during construction work . H . Adjust rim elevations on utility access structures ' such as manholes, clean outs, etc. to be flush with new grade elevations, unless otherwise indicated on drawings . t PART 2 - PRODUCTS 2 .01 MATERIALS AND EQUIPMENT ' A. Materials and equipment: As selected by Contractor, ' except as indicated . PART 3 - EXECUTION 3 . 01 PREPARATION 1 A. Examine the areas and conditions under which site ' work is performed . B. Consult the records and drawings of adjacent work and of existing services and utilities which may affect ' site work operations . END OF SECTION , 1 SITE WORK 02000-2 ' SALEM HOSPITAL PARKING LOT K ' SECTION 02100 SITE PREPARATION PART 1 - GENERAL 1. 01 GENERAL ' A. The General Documents, as listed in the Table of Contents, and applicable parts of Division 1 General Requirements, shall be included and made a part of this Section. B. Examine all Drawings and all other Sections of the ' Specifications for requirements therein affecting the work of this trade . 1 . 02 SCOPE A. The work of this Section consists of all site preparation work and related items as indicated on the Drawings ' and/or as specified herein and includes, but is not limited to, the following : 1. Removal of trees and shrubs (clearing and grubbing) . ' 2 . Stripping and stockpiling of topsoil . 3 . Tree protection. 4 . Protection of existing improvements . ' 5. Disposal of waste material . 6 . Removal of pavements . 7 . Construction fencing. B . Removal of site improvements . ' 9 . Adjustment of utility structures . B. All work shall also include the preservation from t injury or defacement of all vegetation and objects to remain, as shown on the Drawings or as directed by the Engineer . 1. 03 RELATED WORK UNDER' OTHER SECTION A. The following items of related work are specified ' and included in other Sections of Specifications : 1. Site earthwork . 2 . Paving . ' 3 . Site improvements . 4 . ' Sod lawns . 5 . Planting 6 . Site utilities . ' 7 . Rock excavation. ' SITE PREPARATION 02100-1 SALEM HOSPITAL PARKING LOT K ' 1. 04 DEFINITIONS ' A. The following related items are included herein and shall mean: ' 1 . Standard Specifications : The Commonwealth of Massachusetts, Department of Public Works, Standard Specifications of Highway and Bridges, latest ' edition. 2 . ANN: American Association of Nurserymen. 1. 05 EXAMINATION OF SITE AND DOCUMENTS ' A. The Contractor shall have a clear understanding of existing conditions of the site before submitting ' his bid, and shall be fully responsible for carrying out all site work required to fully and properly execute the work of the Contractor, regardless of the conditions ' encountered in the actual work . No claim for extra compensation or extension of time will be allowed on account of actual conditions inconsistent with those assumed except those conditions described in the GENERAL ' CONDITIONS . B. Plans, surveys, measurements and dimensions under which ' the work is performed are believed to be correct to the best of the Engineer 's knowledge, but the Contractor shall have examined them for himself during the bidding period, as no allowance will be made for any errors or ' inaccuracies that may be found herein. PART 2 - PRODUCTS ' (Not Used ) PART 3 - EXECUTION ' 3 . 01 REMOVAL OF TREES AND SHRUBS A. Remove vegetation, improvements or obstructions ' interfering with installations of new construction. B. Removal includes digging out stumps and roots, clearing ' site of shrubs and other vegetation, except for those indicated to be left standing. ' C. Fill depressions caused by clearing and grubbing operations with satisfactory material or compacted sand and gravel . ' D. Transplant trees and shrubs according to AAN standards and practices . ' SITE WORK 02100-2 1 1 ' SALEM HOSPITAL PARKING LOT K ' 3 . 02 STRIPPING AND STOCKPILING OF TOPSOIL A. Prior to starting general excavation, all loam ' shall be stripped from areas to be regraded and resurfaced and shall be free from trash, brush, stones over two inches ( 211 ) in diameter and other extraneous matter . Under no conditions may loam be taken away from the premises without a clear understanding of existing soil planting and site conditions to be preserved . ' B. All loam containing excessive amounts of stone shall be stockpiled separately or used as fill, as directed ' by the Engineer . 3 . 03 TREE PROTECTION ' A. Protect existing trees and other vegetation to remain in place, against unnecessary cutting, breaking or skinning of roots, skinning and bruising of bark, ' smothering of trees by stockpiling construction materials or excavation materials within drip line, excess foot or vehicular traffic, or parking of vehicles within drip line . Provide temporary guards to protect trees and ' vegetation to be left standing. The Contractor shall arrange to meet the Engineer on the site to determine plant material to be protected prior to beginning any t work . B. Where necessary, as determined by the Engineer, plant ' material shall be encircled at the outer limits of their branches by a protective fence . Layout and construction of protective fences must be approved by the Engineer prior to construction. Protective fences ' shall be constructed prior to starting the work of this Contract . ' C. Water trees and other vegetation to remain within limits of contract work as required to maintain their health during course of construction operations . ' D. Provide protection for roots over 1. 5 inches diameter cut during construction operations . Coat cut faces with an emulsified asphalt, or other acceptable ' coating, formulated for use on damaged plant tissues . Temporarily cover exposed roots with wet burlap to prevent roots from drying out; .cover with earth as soon as possible . SITE PREPARATION ' 02100-3 1 SALEM HOSPITAL PARKING LOT K ' E. If any existing plant material designated to be saved ' is damaged by mechanical or other means, or is removed without written authorization from the Engineer, the Contractor shall pay as fixed and agreed liquidation ' damages 125% of the value of the plant, as established in the latest edition of the "Guide for Established Values of Trees and Plants", as prepared by the Council of Tree ' and Landscape Appraisers under the auspices of the International Society of Arboriculture . The before mentioned liquidated damages shall be extended to include the fee of a member of the American Society of Consulting ' Arborists selected by the Landscape Architect to assess the extent of the damages . This evaluation shall be accepted by all parties as sole determination. In ' addition to liquidated damages, the Contractor shall bear the cost of removal of damaged tree (s ) as directed by the. Engineer . F. Repair or replace trees and vegetation indicated to ' remain which are damaged by construction operations, in a manner acceptable to the Engineer . Employ , qualified tree surgeon to repair damaged ,trees and shrubs . Cost of repair or replacement shall be borne by the Contractor . G. Replace trees which cannot be repaired and restored to full-growth status, as determined by the tree surgeon. Removal and replacement shall be at Contractor 's expense . ' 3 . 04 PROTECTION OF EXISTING IMPROVEMENT A. Provide protections necessary to prevent damage to ' existing improvements indicated to remain in place . B. Protect improvements on adjoining properties and ' on Owner 's. property. C. Restore damaged improvements to their original condition ' as acceptable to parties having jurisdiction, and at no additional cost to the Owner . 3 . 05 DISPOSAL OF WASTE MATERIAL ' A. Burning is not permitted on the Owner 's property. B. Remove waste materials, unsuitable and excess material ' from the Owner 's property and legally dispose off-site . C. The Contractor shall submit dumpsite owner 's name and ' location of dumpsite to the Owner for approval prior to waste removal from the project site . 3 . 06 REMOVAL OF PAVEMENTS ' SITE PREPARATION 02100-4 ' ' SALEM HOSPITAL PARKING LOT K ' A. Demolish and remove completely from the site all paving that conflicts with new construction and as ' indicated on the Drawings . B. Saw cut limits of paving to be removed . Saw cuts shall be protected from damage until new paving is placed against it. Existing pavement not scheduled for removal which is damaged, disturbed, or settled shall be cut back by the same method and replaced as directed ' by the Engineer at no additional cost to the Owner . END OF SECTION 1 1 1 1 1 1 SITE PREPARATION 02100-5 1 tSALEM HOSPITAL PARKING LOT K SECTION 02200 ' EARTHWORK ' PART 1 - GENERAL 1 . 01 RELATED DOCUMENTS ' A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1-Specifications Sections, apply to work of this ' section . . 1 . 02 DESCRIPTION OF WORK ' A. General : Provide site earthwork in accordance with the Contract Documents . B. Description of the System: The work includes, but is not limited to the following: 1. Excavation, filling, grading, and subgrade ' preparation for walks and pavements . 2 . Excavation, trenching, and backfilling for all structures, foundations, and other improvements . ' 3 . Excavation and backfill required in conjunction with underground mechanical and electrical utilities, and buried mechanical and electrical appurtenances . 4 . Dewatering as necessary to perform all work " in the dry" . 5 . Disposal of excess and waste materials . ' 6 . Temporary earth retaining structures as necessary to maintain the integrity of the excavation and prevent settlement of adjacent ' structures. C. Definitions : 1. Excavation: Removal of material encountered to subgrade elevations indicated and subsequent disposal or reuse of materials removed as directed by the Engineer . 2 . Unclassified excavation: Removal and disposal of all material regardless of character of material and obstructions encountered. 3 . Unauthorized excavation: Removal of materials beyond ' indicated subgrade elevations or dimensions without written authorization by the Engineer . No payment will be made for unauthorized excavation or remedial ' work required to correct unauthorized excavation. t EARTHWORK ' 02200-1 1 SALEM HOSPITAL PARKING LOT K ' 4 . Rock Excavation: The excavation of the following ' items, if they cannot be broken up and removed by power excavation equipment appropriate for work conditions and job site conditions and require the ' use of drills and explosives is defined as Rock Excavation. a ) Rock or stone in original ledge . ' b) Boulders on site, outside trench limits exceeding two cubic yards in volume . c) Boulders within trench limits exceeding 1/2 cubic yard in volume . ' d) Rock excavation shall include : Open rock excavation and trench rock excavation. 5 . Standard Specifications : Commonwealth of ' Massachusetts, Department of Public Works, Standard Specifications for Highways and Bridges, latest edition. ' D. Related Work Specified Elsewhere : 1. Section 02100 - Site Preparation ' 1 . 03 SUBMITTALS A. Shop Drawings : Submit shop drawings to be ' reviewed by the Engineer . Indicate earthwork procedures and sequences, including temporary retention structures and temporary dewatering systems . ' B. Certificate : Before proceeding with the work, submit to the Engineer one copy of certification, ' in an acceptable form stating that careful examination ,has been made of the site, existing structures, records of utility lines, records of subsurface explorations, and samples, and the Contract Documents . C. Soil Samples: Provide the Owner ' s soil testing agency with representative samples of borrow and backfill ' materials to be used in the work . Submit samples at least two weeks prior to using material on site . D. Records: Submit complete records, dated and signed by a professional engineer or land surveyor, hired by the Contractor, of computed quantities of rock excavated, methods of excavation used, and extent of ' labor and equipment involved . Include plot plans at a suitable scale showing all elevations and measurements of rock and the location and measurements of boulders . No , payment will be made for rock which has been removed without obtaining the specified data and prior written authorization for the Engineer . ' EARTHWORK 02200-2 ' 1 SALEM HOSPITAL PARKING LOT K 1 . 04 QUALITY ASSURANCE A. Codes and Standards : Except as modified by governing codes and by the Contract Documents, comply with the applicable provisions and recommendations of the latest editions of the following: ' 1 . Commonwealth of Massachusetts, Department of Public Works, Standard Specifications for Highways and Bridges . 2. State and Local Environmental Standards. ' 3 . OSHA Standards for Excavations 29CFR 1926 . 650 . 9 . State and Federal Code requirements governing the disposal of waste materials and contaminated soils . 1 . 05 TESTING ' A. Contractor ' s Quality Control : 1 . Perform all earthwork using personnel experienced in earthwork operations, in a manner which will not ' interfere with or delay work of other trades . 2 . The Contractor is responsible for all additional observation and testing resulting as a consequence ' of earthwork : a) Not in compliance with these specifications . b) Performed with improper supervision. c) Performed without prior notice . d) Performed contrary to standard construction practice . ' 1 .06 PROJECT CONDITIONS A. General : Examine the site, the drawings, the records of existing utilities and construction, the record of test borings, and the geotechnical engineering reports to determine all conditions under which excavations will be made . All site data, test ' borings and geotechnical engineering reports are for information only and are not guaranteed to represent all conditions which will be encountered . ' 1 . The site survey indicates the location of all buildings and utilities known to the Owner . 2 . Formulate conclusions as to the extent of construction and remove all material of any nature to the design subgrades indicated or hereinafter specified . a ) Variations with conditions indicated by the Contract Documents will be adjusted as described in Division 1 Specifications . EARTHWORK ' 02200-3 1 ___ SALEM HOSPITAL .PARKING LOT K ' b) Should concealed obstacles of major consequence ' or other unknown conditions, etc. be encountered during construction, notify the Engineer immediately to determine a course of action. ' Proceed with the excavation after receiving a written notice to proceed . c) "Concealed obstacles" do not include those items reasonably indicated on surveys, soil ' reports, Utility Company, and City, County or other Public Agency Drawings . B. Soil Conditions : Test pits have been made under the , supervision of the Engineer at locations shown. The approximate character of the encountered subsoils and the depths of various strata as disclosed by these tests are ' shown. 1. Data on indicated subsurface conditions are not intended as representations or warranties of ' accuracy or continuity between soil borings . It is expressly understood that the Owner will not be responsible for interpretations or conclusions drawn ' therefrom by the Contractor . Data re made available for the convenience of the Contractor . Interpretation of the subsurface data for the purposes of construction is the responsibility of the ' Contractor . C. Existing Utilities: ' 1. Locate existing underground utilities in the area of the Work . Should uncharted or in- correctly charted piping or other utilities be encountered during excavation, consult the Engineer ' immediately for directions . 2 . Provide adequate protection for aerial or underground utility lines noted to remain. ' 3 . Repair damaged utilities to the satisfaction of the utility owner . PART 2 - PRODUCTS ' 2. 01 SOIL MATERIALS A. General Fill : Satisfactory soil materials ' including sand, gravel or friable earth, free or organic or cohesive material, cinders, frozen material, ' trash, masonry, or rubble and free of stones having a maximum dimension greater than 4 inches. Soils must be suitable for placement in relatively thin lifts and ' compaction to the specified densities . EARTHWORK 02200-4 ' r ' SALEM HOSPITAL PARKING LOT K ' B. Granular Fill/Sand: Comply with ASTM C-33 . Clean well-graded, free draining natural or crushed sand, natural or crushed stone, or crushed slag free from clay and conforming to the following gradation requirements : Sieve Size % Passina 3/8" 100 No . 4 95-100 No . 8 80-100 ' No. 16 50-85 No. 30 25-60 No . 50 10-30 ' No . 100 1-10 No. 200 0-3 C. Gravel/Stone : Comply with ASTM C-33 . Clean ' hard, sound, durable, uniform in quality and free of any detrimental quantity of deleterious substances : ' Sieve Size % Passing ' 2 0 1/2" 90-1-100 1/4" 0-15 ' D. Bank Run. Sand and Gravel : Clean, hard, sound, durable, uniform in quality, and free of any detrimental quantity of soft, friable, thin, elongated, ' or laminated pieces, disintegrated material, organic matter, oil alkali or other deleterious substances . Sieve Size k Passing ' 2" 100 1/4" 25-60 ' No. 40 5-40 No . 200 0-8 E. Dense-grades crushed stone shall conform to Section M2 . 01 .7 of the Standard Specifications and shall conform to the following grade requirements : Sieve Size % Passing By Weicaht 3" 100 ' 1-1/2" 70-100 3/4" 50-85 No . 4 30-55 No. 50 8-24 ' No. 200 3-12 EARTHWORK ' 02200-5 SALEM HOSPITAL PARKING LOT K , F. Stone dust fill shall conform to Section M2 . 05. 0 , of the Standard Specifications . G. The Contractor may propose alternate materials ' with similar engineering properties for consideration by the Engineer . Such materials will be considered only. where substitution - results in a credit to the Owner . H. Non-Frost susceptible Material : Well graded granular material with a maximum diameter of 2 inches and with less than 10% passing a #200 sieve . ' I . Utilization of Excavated Materials : Use all suitable .materials removed form excavations insofar ' as practicable in the formation of fills and for backfilling. Suitability of excavated materials for use as fills shall be determined by. the Engineer. Separate unsuitable material from material suitable for fill . ' PART 3 - EXECUTION 3 . 01 GENERAL ' A. Excavation is unclassified . B. Backfill and compact unauthorized excavations ' as specified for authorized excavations of same classifications, unless otherwise directed by the ' Engineer-. C. Use of Explosives : Do not bring explosives onto site ' or use in work without prior written permission for authorities having jurisdiction. Contractor is solely responsible for handling, storage, and use of explosive materials when their use is permitted. ' E. Maintain sides and slopes of excavating in safe condition until completion of backfilling. ' 3 .02 EXCAVATION FOR PAVED AREAS A. Excavate to the subgrade required to accept the ' full pavement section plus specified base course from the . required finished grade. Fill and compact any over-excavation more than 1/2" below the design ' subgrade elevation at no additional .cost to the Owner . B. Where subgrades contain unsuitable material, perform ' additional excavation to remove it. Replace all additional excavation with suitable compacted fill . t EARTHWORK 02200-6 t SAbEM HOSPITAL PARKING LOT K 3. 03 EXCAVATION FOR TRENCHES ' A. Dig trenches to the uniform width required for the particular item to be installed, sufficiently wide to provide ample working room. Provide 61" to 9" clearance on both sides of pipe or conduit. B. Excavate trenches to depth . indicated- or required. ' Carry depth of trenches for piping to establish indicated flow lines and- invert elevations . _ Beyond building perimeter, keep bottoms of trenches sufficiently below finished grade to avoid freeze-ups: C. Where rock is encountered, carry excavation 6" below required elevation and backfill with a 6" layer of crushed stone or gravel prior to installation of pipe . D. For pipes or conduit 5" or less in nominal size and for ' flat-bottomed multiple-duct conduit units, do not excavate beyond indicated depths . Hand excavate bottom cut to accurate elevations and support pipe or conduit on undisturbed soil. . ' E. For pipes or conduit 6" or larger in nominal size, tanks and other mechanical/electrical work ' indicated to receive subbase, excavate to subbase depth indicated, or if not otherwise indicated, .to 6" below bottom of work to be supported. F. Except as otherwise indicated, excavate for exterior water-bearing piping, (water, steam, condensate, drainage ) so top of piping is not less than 4 ' -0" ' below finished grade . G. Grade bottoms of trenches as indicated, notching ' under pipe bells to provide solid bearing for entire body of pipe. H. Use care in backfilling to avoid damage or ' displacement of pipe systems . 3.04 EXCAVATION OF NON-PAVED AREAS ' A. Excavate to lines and grades indicated within a tolerance of +/- 0.1 foot. ' 3 .05 .ROCK EXCAVATION A. When during the process of excavation, rock is ' encountered, such material shall be uncovered and exposed, and• the Engineer shall be notified by the Contractor before proceeding further . The areas in question shall be cross sectioned as hereinafter specified . EARTHWORK 02200-7, 1 SALEM HOSPITAL PARKING LOT K ' B. Failure on the part of the Contractor to uncover ' such material and' to notify the Engineer. and proceeding by the Contractor with the excavation before cross sections are taken. w.ill forfeit the Contractor 's right to ' any credits or payments . C. The Contractor shall employ and= pay. for .an approved registered civil engineer or land surveyor to take ' cross sections of rock before removal andto make computations of volume of rock excavated within the payment lines. Cross sections shall be take in the ' presence of the Engineer . The Owner has the option to perform independent cross sections and computations of rock quantities . D. Where removal of boulder or ledge is required ' outside the established payment lines, the extent of this removal and basis of payment shall be determined by the ' Engineer . E. Any rock removal outside of or below the prescribed ' limits as outlined above by reason of overshooting, improper blasting, or carelessness on the part of the Contractor shall be replaced with compacted gravel fill or concrete, as directed by the Engineer at no cost to t the Owner . F. No potential water pockets shall be allowed to ' remain at the excavated rock subgrade plane. Any apparent impounding of water shall be relieved subiect to the approval of the Engineer regardless of the depth below finished grade at which the offending , entrapment is suspected of occurring. G. Construction requirements for rock excavation shall ' conform to Section 120 Excavation and Section 140 Excavation For Structures of the Standard Specifications . H. Blasting: t 1 . Obtain written permission and approval of method from Owner, fire chief and local authorities before proceeding with rock ' excavation. Explosives shall be sorted, handled, and employed in accordance with the provisions of the "Manual of Accident Prevention of ' Construction" of Associated Contractors of America, Inc . and all other applicable regulations including OSHA. ' 2 . Notify the Engineer at least 98 hours before any intended blasting and provide a detailed timetable . for proposed blasting operations. EARTHWORK 62200-8 ' ' SALEM HOSPITAL PARKING LOT K 3 . Notify Owner 's office at least 24 hours before any intended blasting and provide same timetable for Owner . 4 . Contractor shall present evidence that his insurance includes coverage for blasting operations before doing any blasting work . All blasting operations shall be done by a licensed blaster . All rock blasting shall be well covered with heavy mats or timbers chained together and the Contractor shall take great care to do no damage to ' existing buildings, foundations, roadways, glazed areas, and vegetation to remain. Any damage caused by the work shall be repaired to the full satisfaction of the Engineer and the Owner at not ' .cost to the Owner . 6 . For purposes of protecting the existing structures from damage due to blasting the following minimum ' criteria shall be complied with: a ) Maximum particle velocity at all structures to remain shall be less than or equal to ' 2 inches per second . This shall be measured by a seismograph or by compliance with the following correlation: ' Allowable charge Distance per day ' 1/8 pounds 5 feet 1/4 pounds 10 feet 1/2 pounds 15 feet 1.0 pounds 20 feet ' 2 . 5 pounds 30 feet 4 . O pounds 40 feet 6 . 5 pounds 50 feet ' 15 . 0 pounds 75 feet 25.0 pounds 100 feet 50.0 pounds 200 feet ' b) No blasting will be permitted with five feet of any existing structure . Should removal of rock be required with five feet of an ' existing structure, it shall be drilled and hydraulically split. 7 . Confirm with Owner, fire department, and security ' that audible warning horn or siren alerting personnel of upcoming- blast and/or call clear signal does not conflict with local signals . ' 8 . No storage of explosives or devices (caps, wiring, etc) will be permitted on site . 9 . Blasting contractor to acquaint himself with site boring information prior to blasting operations . EARTHWORK ' 02200-9 SALEM HOSPITAL PARKING LOT K ' I . Basis of Payment: ' 1. The lump sum bid, price should Include 6400 cubic yards of Rock excavation, however : 2 . Rock excavation will actually be paid on a unit ' price basis calculated by multiplying the volume of rock determined by rock profiles and rock ,payment lines by the appropriate unit prices ' submitted on the bid form and indicated below: a) - Rock excavation (blasted) , open cut, including drilling, blasting, removal, ' and disposal, per cubic yard . b) Rock excavation (blasted ) , trench, including drilling, blasting, , removal and disposal, per cubic yard. ' c) Rock excavation (hydraulically split) , open cut or trench, including drilling, removal and disposal, per cubic yard. ' 3 . Unit prices shall include all associated labor, equipment, overhead, profit, taxes, material, permits and associated supervision and other costs . ' 4 . The Owner reserves the right to negotiate all unit prices prior to the signing of the contract. J. Payment Lines for Rock Excavation ' 1. Payment linesfor drain structures shall be one foot outside the outer walls and one foot below subgrade in the area of the proposed structure . ' 2 . Payment lines for rock excavation under parking areas and other paved areas not specifically noted shall be 19 inches below grades shown on ' the grading plan. 3. Payment lines for rock excavation under pipes and for utility trenches shall be in no case , be calculated as greater in width than outside diameter of the pipe plus three feet total width. Payment lines at the bottom of pipe. Payment lines for all structures shall be two feet all ' around. 4 . Payment lines for general lawn and planting areas shall be two feet below finished grades . 3.06 COLD WEATHER .PROTECTION t A. Protect the bottom of excavations against freezing , when atmospheric temperature is less than 35 degrees Fahrenheit . 1 1 EARTHWORK 02200-10 ' ' SALEM HOSPITAL PARKING LOT ' 3.07 PROTECTION OF SUBGRADES A. Take precaution during. final. stages of excavation ' to preserve the undisturbed state of the natural soil at the proposed subgrade level. Such precautions may include, but not be limited to, keeping equipment of the final subgrade during the last several feet of excavation, and using excavating buckets without teeth. B. Protect the natural subgrades once final subgrade ' level has been reached . Carefully grade to prevent ponding of water, install temporary sumps., and apply an initial protective lift of compacted crusher run stone or ' gravel, and/or a lean concrete "'mud" mat, as applicable . C. Failure to properly excavate and protect approved subgrades, resulting in additional. excavation and.. ' approved backfi'll to .attain a suitable subgrade in accordance with these Specifications, will be at the. expense of the Contractor . 3 . 08 COMPACTION EQUIPMENT, ' A. General: Prior to placing any fill, demonstrate to the Engineer that the compaction method or methods, and the equipment which is proposed for use, will provide the degrees of compaction hereinafter specified . It is ' the responsibility of the Contractor to select, furnish, and properly maintain equipment which will compact the subgrade and fill uniformly to the required densities.. 1 B. Do not excavate to final subgrade or place li ll until approved compaction equipment is on .the. site_and. in .,working condition. C. Maintain . a vibratory steel wheel roller. with a rated. capacity of 10 tons at the site at all ,times during ' earthwork operations . , Use the roller to seal the surface of the fill at the close of each working day, and at other times when recommended by the Engineer to prevent. ' infiltration .of precipitation and surface water into the fill material . 1 EARTHWORK ' 02200-11 SALEM. HOSPITAL PARKING LOT K ' 3 . 09 FILL AND BACKFILL ' A. Use of Materials 1 . General Fill : a) Site fill. where no pavement occurs . ' b) Fill and backf:ill to subgrade at site trenches where no slab on grade or pavement occurs . ' c) Fill and backfill in areas not otherwise specified . 2. Granular.. Fill ' a) Bedding a; detailed for mechanical and electrical utility trenches . b).. Backfill as required and detailed for. underground tanks . ' 3 . Bank Run Sand and Gravel: a) Fill and backfill beneath porous base material specified for pavement. , b) Backfill at site trenches where pavement occurs . 4 . Non-frost susceptible material : ' a) Use under paved areas, and within 3' of finished pavement grade . B. Preparation ' ' 1. Ground Surface Preparation: Remove vegetation, topsoil, debris, obstructions and deleterious materials from ground surface prior to placement of , fills . Plow strip, or break-up sloped surfaces steeper than l vertical to 4 horizontal so that fill material will bond .with existing surface . 2. When the existing ground surface is unstable , when proofrolled, break up the ground surface, pulverize, moisture-condition to near optimum depth and percentage of maximum density. Subgrades which ' cannot be stabilized in the manner must be undercut and replaced with controlled fill materials . C. Placement of. Fill Materials , 1. Backfill excavations as promptly as work permits, but not until completion of the following: a ) Areas have been examined by the Engineer ' and recommended for approval•. b) Observation, testing, approval and recording of locations of underground. utilities. ' EARTHWORK ' 02200-12 r ' SALEM .HOSPITAL PARKING LOT K ' c) Removal of trash and debris . 2 . Frost-Do not place any fill material when either the fill material or the previous lift or subgrade on which it is to be placed is ' frozen. In the event that the subgrade or any fill becomes frozen, scarify it to break up all frozen material, apply heat directly with propane ' burners to thaw the materials and recompact or remove it before the next lift is placed. Remove or recompact any soft areas resulting from frost before , ' new fill is placed over the area . 3. Place backfill and fill materials in layers not more than 8" in loose depth compacted by' heavy compaction equipment, and not more than 9" in loose depth ' compacted by -hand-operated tampers . Testing by the Owner's soil testing agency may be used to evaluate if the. lift thickness is appropriate for the ' equipment being used. 4 . Place each layer of fill at a moisture content within +\- 2 percent of the optimum moisture content ' as determined by ASTM D-1557 . Before compaction, moisten or aerate each layer as necessary to provide near optimum moisture content . 5. Place backfill and fill materials evenly adjacent to. ' structures, piping or conduit to required elevations . Take care to prevent wedging action of backfill against structures or displacement of piping or ' conduit by carrying material uniformly around structure, piping or , conduit to approximately the same elevation in each lift. 6 . Avoid routing of heavy construction equipment ' including loaded trucks over finished subgrade areas or compacted fill areas to avoid the adverse effects under the load of such equipment— ' . 3 . 10 COMPACTION - PERCENTAGES OF MAXIMUM DENSITY REQUIREMENTS ' A. Compact soil to not less than the following percentages of maximum density at optimum moisture content ,for soils which exhibit a well-defined moisture density relationship determined in accordance with ASTM ' D-1557 . The Owner 's soil testing agency will perform all compaction. testing. ' B. Compaction for Paved Areas - Compact the subgrade, and each layer of fill or backfill to the following densities: 95% maximum density ' C. Compaction for Lawns, Unpaved Areas .and for Walk- ways - Compact the top 6" of subgrade and.. each layer of fill or backfill to the following densities : ' 90% maximum density EARTHWORK ' 02200-13 t SALEM HOSPITAL PARKING LOT. K ' 3 . 11 GRADING ' A. General: Uniformly grade the areas within the limits of this section, including adjacent transition areas . Smooth the finished surface within specified ' tolerances free of mounds, ridges, or depressions which may impede surface drainage or collect water. Provide uniform levels or slopes between points where elevations ' are indicated, or between such points and existing finished grades . Provide a smooth transition between abrupt changes in slope, creating smooth curves at high and low points . ' B. Grading for Paved Areas: Provide final grades for both subgrade 'and base course to +/- 0. 25 inches ' of indicated grades . - C. Compaction: After. grading, compact subgrade surfaces ' to the depth and indicated percentage of maximum or relative density for each area classifications . 3 .12 MAINTENANCE ' A. Protection of Graded Areas: Protect newly graded. areas from traffic and erosion. Keep free of trash and ' debris. Repair and re-establish grades . in settled eroded, and rutted areas to specified tolerances . B. Reconditioning Compacted Areas : Where completed ' compacted areas are disturbed by subsequent construction operations or adverse weather, scarify surface, re-shape, and compact to required density ' prior to further construction: C. Settling: Where settling is measurable or observable ' at excavated areas during general project warranty period, remove surface (pavement, lawn or other finish) , add backfill material, compact, and replace surface treatment. Restore appearance quality, ' and condition of surface or finish to match adjacent work, and eliminate evidence of restoration to greatest extent possible. ' . 3 . 13 DISPOSAL OF UNSUITABLE AND EXCESS EXCAVATED MATERIAL A. Remove from site and dispose of excavated materials , unsuitable for fill and/or backfill . B. Place excessexcavated materials, suitable for fill ' and/or backfill, on site where directed . EARTHWORK- ' 62200-14 1 ' SALEM HOSPITAL PARKING LOT K ' C. Remove from site and dispose of any excess excavated materials after all fill and backfill operations have been completed. ' 3 .14 CLEANING— A. Upon completion of earthwork. operations,. clean ' areas within .contract limits, remove tools and equipment. . Provide site clear, clean, free of debris, and suitable for subsequent construction operations . ' END OF SECTION 1 1 ' EARTHWORK . 02200-15 1 ' SALEM HOSPITAL PARKING LOT K SECTION 02485 ' SEEDING ' PART 1 - GENERAL 1. 01 DESCRIPTION ' A. Provide seeded lawns,. as .shown..and specified. The work includes : 1. Topsoil distribution andfinish grad-ing. 2 . Soil .preparation. 3. Hydroseed lawns and indicated areas. ' B. -Related .Work : 11. Section 02100 - Site Preparation. 2 . Section 02490 Trees and Plants . 1 . 02 QUALITY ASSURANCE. A. Comply with Section 02000 requirements-,._ ' -1 . 03 DELIVERY, .STORAGE, . AND HANDLING ' A. Deliver seed and fertilizer materials in original unopened containers, showing weight, analysis, and name . of' manufacturer . Store : in a manner to prevent wetting and deterioration. t1 . 04 PROJECT CONDITIONS ' A. Work notification: Notify Engineer at least 7 days prior to start . of seeding operations . B. Protect existing utilities, paving, and other., facilities from damage caused by seeding operations . C. Perform seeding work only after. planting and other. ' work -affecting ground surface has been completed. D. Restrict traffic from lawn areas until grass is ' established . Erect signs .and . barriers as required . E. Provide hose and lawn watering equipment as required. ' 1.05 WARRANTY A. Provide a uniform stand of grass by watering, ' mowing, and maintaining seeded areas until final acceptance. Reseed areas, with specified materials, . which fail to provide a uniform stand of grass until all ' affected areas are accepted by the Engineer. SEEDING ' 024'85-1 SALEM HOSPITAL- PARKING LOT K , PART 2 - PRODUCTS ' 2.01 MATERIALS A. Topsoil : Natural, friable, fertile soil characteristic ' of productive soil in the vicinity, free o.f stones larger than 1/2" diameter, clay lumps, roots, and other ' foreign matter . Topsoil shall be amended per recommendations of testing agency. 1. Provide topsoil as required to complete the work . B. Lawn seed: Fresh, clean and new crop seed mixture. ' 1 . Mixed by an approved method . 2 . Composed of the following , varieties, mixed to the ' specified proportions by weight and tested to minimum percentages of purity and germination. C. Blend: Seed shall be purchased from a recognized , distributor and shall be composed of the following varieties mixed in the proportions indicated . Seed shall test to minimum percentages-.'of purity and. ' germination specified . Seed Mix: Scientific Common proportion %Purity %Germination. ' Name Name By Weight Festuca Pennlawn 25% 98% 90% ' rubra Fescue Pennlawn Poa Baron 25% 90% 85% ' pratensis Kentucky Baron Bluegrass ' Poa Delta 25% 90% 85% pratensis Kentucky Delta Bluegrass Lolium,. , Perennial 20% 98% 90% Perenne Rye Lolium Annual 05% 95% 90% ' D. Fertilizer : ' 1. Granular,, non-burning. product composed of not less . than 50% organic slow acting, guaranteed analysis professional fertilizer . . ' a . Type A: Starter fertilizer containing 20`k. nitrogen, 26% phosphoric acid,-: and. 6% potash. by.. weight, or similar approved composition. SEEDING 02485-2 ' ' SALEM HOSPITAL PARKING LOT K ' E. Ground limestone : Containing not less than 85% of total carbonates and ground- to such fineness that. 50 % will pass through a 100 mesh sieve and 90% ' will pass through a 20 mesh sieve. F.. Water : . Free of substance harmful to seed growth. ' Hoses, or other methods of transportation furnished. by Contractor . G. Wood cellulose fiber mulch: Degradable green dyed ' wood cellulose fiber or 100% recycled long fiber pulp, free from weeds or other foreign matter toxic to seed germination and suitable for hydromulching. ' H. Tackifier : Liquid concentrate diluted with water forming a transparent 3-dimensional film like crust permeable to water and air and containing no agents ' toxic to seed germination. PART 3 - EXECUTION, ' 3 .01 INSPECTION A. Examine finish surfaces, grades, topsoil quality, and depth. Do not start seeding work until unsatisfactory conditions are corrected. ' 3 . 02 FINISH GRADING A. Finish. grading: See Section 02200-Earthwork,. for ' finish grading. B. Fine grade topsoil eliminating rough and. low areas ' to ensure positive drainage . Maintain levels, profiles, and contours of subgrades. Minimum depth of topsoil in seeded areas shall be 6 inches . ' C. Remove stones, . roots, weeds, and debris . while spreading topsoil materials . Rake surface clean of stones 1/2" or larger in any dimension and all debris . Provide ' surfaces suitable for soil preparation. D. Maintenance : 1. Protect finish graded areas from traffic and erosion._ ' Keep free of trash and. debris . Repair and re- establish grades in settled, eroded, and damaged. areas . ' 2 . Where completed- areas are disturbed by construction operations or adverse weather, scarify, re-shape, and compact to required density. SEEDING ' 02485-3 1 SALEM HOSPITAL PARKING LOT K ' 3 .03 PREPARATION A. Limit preparation to areas . which will be immediately , seeded . S. Loosen topsoil of lawn areas to minimum depth of 411 . ' Remove stones over l" in any dimension and sticks, roots, rubbish, and extraneous. matter . C. Grade lawn areas to a smooth, free draining even surface ' with a loose, moderately coarse texture . Roll and rake, . remove ridges, and fill depressions as required to drain. D. Restore prepared areas to specified condition if eroded,, ' settled, or' otherwise disturbed after fine grading and prior to seeding. 3 . 04 INSTALLATION A. Seeding.: ' 1. Seed immediately after preparation of bed. Spring seeding between April 1 and June l and fall seeding between August 15 and October 15 or at such other ' times acceptable to the Engineer . 2. Seed indicated areas and all disturbed soil . 3 .05 MAINTENANCE ' A. Maintain seeded lawn areas, including watering, spot weeding, .mowing, applications of herbicides, fungicides, ' insecticides, and reseeding until a full, uniform stand of grass free of weeds, undesirable grass species, . disease, fungus, and insects is achieved and accepted ' by the Engineer . 1. Water daily to maintain adequate surface soil moisture for proper seed germination. Continue daily watering for not less than 30 days . Thereafter apply 1/2" ' of water twice weekly until acceptance . 2. Repair, re-work, and re-seed all. areas . that have washed out, are eroded, or do not catch. ' 3. Mow lawn areas as soon as lawn top growth reaches a 3" height. Cut back to 2" in height . Repeat mowing as required to maintain specified height. 3 . 06 ACCEPTANCE ' A. Inspection to determine acceptance of seeded lawns will t be made by the Engineer, upon Contractor 's request. Provide notification at least 10 working days before requested inspection date . ' SEEDING 02485-4 t ' SALEM HOSPITAL PARKING LOT 1 . . Seeded areas will be acceptable provided all ' requirements, including maintenances have been complied with, and a healthy uniform, close stand of specified grass is established free of weeds, ' undesirable grass species, disease, fungus, and Insects . 2. No individual lawn areas shall have bare spots or unacceptable cover in areas requested to be inspected. B. Upon acceptance, . the Owner will assume lawn maintenance . ' 3 .07 CLEANING A. Perform cleaning during installation of the. work and ' upon completion of the work . Remove from site all excess materials, debris,. and equipment. Repair damage . resulting from seeding operations . ' END OF SECTION- 1 1 1 SEEDING ' 02485-5. SALEM HOSPITAL PARKING LOT K SECTION 02490 ' TREES AND PLANTS PART 1 - GENERAL 1. 01 DESCRIPTION A. Provide trees and plants as shown and, specifded.- The work includes : 1. Soil preparation, ; ' 2 . Trees and plants 3. Planting mixes,, 4 . Mulch and planting accessories ' 5. Maintenance B.-. .Related work : 1. Section 02200-Earthwork . ' 2 . Section-02485-Seeding 1. 02 .QUALITY ASSURANCE ' A. Comply with Section 02200 requirements: B. , Materials and methods of construction shall comply ' with the following standards:. 1 . - Massachusetts. Department of Public Works, Standard Specifications for, Highways..and Bridges, t 1973 . C. Plant names indicated comply with. "Standardized ' Plant Names" as adopted by the latest edition of the American Joint Committee of . Horticultural Nomenclature . Names and varieties not listed conform generally with names accepted by the nursery. trade .. Provide- stock true ' to botanical name and legibly tagged. D. Comply with sizing and . gradang standards of the latest ' edition of "American Standard for Nursery Stock" . A plant shall be dimensioned as it stands in its natural, position. , ' E. All. plants. shall be. nursery grown under climatic conditions similar to those .in the .locality of the project for a minimum of. 2 years . . ' F. Stock furnished .shall be at least the minimum size Indicated. Larger stock may be planted at no additional cost to the, Owner, providing that the larger plants ' shall not be cut back to. size indicated., and that: they are accepted by the Engineer . 1 TREES AND PLANTS ' 02490-1 SALEM HOSPITAL..PARKING LOT K ' G. Provide "specimen" trees with a special height, shape, ' or character of growth. Tag specimen trees at the source of supply. The Engineer will inspect selections ' at the source of supply for suitability and adaptability to selected location. When specimen plants cannot be purchased. locally, provide sufficient photographs of the proposed specimen plants for approval . ' H. Plants may be inspected and approved- at the place of growth for compliance with specification requirements for ' quality, size, and variety. 1 . Such approval shall not .impair the sight of inspection and rejection upon delivery at the site , or during the progress of the work . 1. 03 DELIVERY, STORAGE, AND HANDLING A. Deliver fertilizer materials in original, unopened, ' and undamaged containers showing weight, analysis, .and name of manufacturer . Store in a manner to prevent ' wetting and deterioration. B. Take all precautions customary in good trade practice in preparing plants for moving. Workmanship that fails ' to meet the highest standards will be rejected. Spray deciduous plants in foliage with and approved "Anti- Desiccant" immediately after digging to prevent ' dehydration. Dig, pack, transport, and handle plans with care to ensure protection against injury. Inspection certificates required by law shall accompany each ' shipment invoice or order to stock and on arrival . The certificate shall be filed with the Engineer . Protect all plants from drying out . If plants cannot be planted Immediately- upon delivery, properly protect them with ' soil, wet peat moss, or in a manner acceptable to the Engineer . Water heeled-in plantings daily. No plant shall be bound with rope or wire in a manner that could ' damage or break the branches . C. Cover plants transported on open vehicles with a , protective covering to prevent wind burn.. D. Provide dry, loose topsoil for planting bed mixes . Frozen- or muddy topsoil is not acceptable. ' 1. 04 PROJECT CONDITIONS A. Work Notification; Notify the Engineer at least , 7 working days prior to installation of plant material . TREES AND PLANTS 02490-2 ' ' SALEM HOSPITAL PARKING LOT K ' B. Protect existing utilities, paving and other facilities from damaged caused by landscaping operations. ' C. A complete list of plants, including a schedule of sizes, quantities, and other requirements is shown on the drawings . In the event that quantity discrepancies ' or material omissions occur. in the plant materials list. the planting plans shall govern. ' 1. 05 WARRANTY A. Warrant plant material to remain alive and be in healthy, vigorous condition for a period of 1 year ' after completion. and acceptance of entire project. 1. Inspection of plants will be .made by the Engineer- at completion and acceptance of entire. ' project . B.. Replace in- accordance with the drawings and ' .specifications all plants -that are dead or, as determined by the Engineer, are in an unhealthy or unsightly condition, and have lost their natural shape due to dead branches or other causes due to the Contractor 's negligence . The cost of such replacement(s) is at no additional cost to the Owner . Warrant all replacement plants for 1 year - after installation. ' C. Warranty shall no include damage or loss of plants causec}_ by fires, floods, freezing rains, lightning storms or ' winds over 75 miles. per hour, winter kill caused by extreme cold and severe winter conditions not typical of planting area, acts of. vandalism or negligence on the .part of the Owner . ' D. Remove and immediately replace all plants as determined by the Engineer to be unsatisfactory during ' the initial . planting installation... PART 2 - PRODUCTS 2 .01 MATERIALS. A. Plants : Provide plants typical of their species or ' variety with normal, densely-developed branches and vigorous, fibrous root systems . 1 TREES AND PLANTS ' 02490-3 SALEM HOSPITAL PARKING. LOT.. K ' Provide only sound, healthy, vigorous plants free from ' defects, disfiguring knots, sunscald injuries, frost cracks, abrasions of the bark, plant diseases, insect ' eggs, borers, and all forms. of, infestation. All plants. shall have a fully developed form without voids and open spaces . Plants . held in storage will be rejected if they show signs of ' growth during storage 1. Dig balled and burlapped plants with firm, natural balls of earth of sufficient diameter 1 and depth to encompass the fibrous and feeding root ' systems necessary for full recovery of the plant. Provide ball sizes complying with the latest edition of the "American Standard for .Nursery' Stock . " Cracked or mushroomed balls are not acceptable. 2. Provide tree species that mature at heights over 251011 .with a single main trunk . Trees that have ' the main- trunk . forming a "Y" shape are not acceptable . 3. Trees planted in rows shall match in form. _ ' 4 . Trees and plants larger than those specified in the plant list maybe •used when acceptable to the Engineer . 5. The height of the trees, measured from the crown ' of the roots to the top of the top branch, shall not be less than the minimum size designated in the .plant list . ' 6 . No pruning wounds shall be present with a. diameter of more than 1" and such wounds must show vigorous bark on all edges.. ' 7 . Evergreen trees shall be branched to the ground .. 8 . Shrubs and small plants shall meet the requirements for spread. and height indicated in the plant list. a . The measurements for .height shall be taken ' ground level to the average height of the top of the plant and not the longest branch. b. Single stemmed: or thin plants will not be ' accepted . C. Side branches shall be generous, well-twigged, . and the plant as a whole well-bushed to the ground.._ ' d. Plants shall be in a moist, vigorous condition, free from dead wood, bruises, and other root or branch injuries .. ' TREES AND PLANTS 02490-4 ' 1 ' SALEM HOSPITAL PARKING LOT K 2 .01 ACCESSORIES A. Topsoil for Planting Beds: Fertile, friable, natural ' topsoil of loamy character, without admixture of sub- soil material, obtained from the. site, free from clay, lumps, coarse sands, stones over one inch, plants, roots, ' sticks, and other foreign materials with acidity range of between Ph 6 . 0 and 6 . 8 . B. Peat Moss : Brown to black in color, weed and seed free ' granulated raw peat or baled peat, containing more than 9% mineral on a dry basis. ' C. Fertilizer : 1. Plant Fertilizer Type "A" : Commercial type approved, by the 'Engineer, containing 12% nitrogen, 12% ' phosphoric acid, and 12% potash by weight. 1/4 of nitrogen in the form of nitrates, 1/4 in form of ammonia salt, and 1/2 in form of organic nitrogen. ' D. Anti-Desiccant: Protective film emulsion providing a protective film over plant surfaces : permeable to permit .transpiration . Mixed and applied in accordance with manufacturer 's instructions . E. Mulch: Native softwood bark nugget mulch not larger than 2" - in length and 1/2" in width,. free ' from woodchips and sawdust . F. Water : Free of substances harmful. to plant growth. ' Hoses or other methods of transportation furnishedby Contractor. ' G. Stakes for staking: Hardwood 2" x 2" x 810" long. H. Stakes for Guying: Hardwood 211 x 2" x 36" long. ' I . Guying/Staking wire: No. 10 or 12 gage galvanized wire . 1. ' Turnbuckles Galvanized steel of size and ' gage required to provide tensile strength equal to that of the wire. Turnbuckles openings shall be at least 311 . J. Staking and Guying. Hose: Two-ply, reinforced garden hose not less than 1/2" inside diameter . ' K. Tree Wrap: Standard waterproofed tree wrapping paper, 1-1/2" wide, made of 2 layers of crepe kraft paper weighing, not less than 30 lbs . -pet ream, cemented ' together with asphalt . ,TREES AND PLANTS ' 02490-5 SALEM HOSPITAL. PARKING LOT K ' L . Twine : Two-ply jute material . ' PART 3 - EXECUTION 3 . 01 INSPECTION ' A. Examine proposed planting areas and conditions ' of installation. Do not start planting work until unsatisfactory conditions are corrected. 3 . 02 PREPARATION ' A. Time of Planting: 1. Evergreen Material: Plant evergreen material ' between September 1 and November 15 or in spring before new growth begins . If project requirements require planting at other times, plants shall be ' sprayed with anti-desiccant prior to planting. operations . 2. Deciduous Material : . Plant deciduous materials in a dormant condition. If deciduous trees are ' planted in leaf, they shall be sprayed with an anti- desiccant prior to planting operation. 3 . Planting times other than those ind-icated shall ' be authorized by the Engineer . B. Planting shall be performed only by experienced. workmen familiar with planting procedures under the ' supervision of a qualified supervisor . . C. Locate plants as indicated or as approved in the ' field after staking by Contractor.. If obstructions are encountered that are not shown on the drawings, do not proceed with planting operations until alternate ' plant -locations have been selected. D. Excavate circular plant pits with vertical sides, except for plants specifically indicated to be planted in beds . ' Provide shrub pits at least 12" greater than the diameter of the root system and 24" greater for trees . Depth of pit shall accommodate the root system. Scarify the ' bottom of the pit to a depth of 411 . Remove excavated materials from the site. E. Provide pre-mixed planting mixture for use around the ' balls and roots of -the plants consisting of 5 parts planting topsoil to 1 part peat moss and 1/2 lb. plant fertilizer Type "A" for each cubic yard of mixture . ' TREES AND PLANTS 02490-6 ' ' SALEM HOSPITAL PARKING LOT K ' 3 .03 INSTALLATION A. Set plant material in the planting pit to proper ' grade and alignment . Set plants upright, plumb, and faced to give the best appearance or relationship to each other and adjacent structure . Set plant material ' 1"-2" above the finish grade . No filling will be permitted around trunks or stems . Backfill the pit with planting mixture . Do not use frozen or muddy mixtures for backfilling. Form a ring of soil around the edge of ' each planting pit to retain water . . B. After balled and burlap plants are set, muddle ' planting soil mixture around base of balls and fill all voids . 1. Remove all burlap, ropes, and wires from tops ' of balls . C. Mulching: 1 . Mulch trees and shrub planting pits and shrub ' beds with required mulching material 2" deep immediately after planting. Thoroughly water mulched areas . After watering, rake mulch to provide a ' uniform finish surface. 2 . Mulch ground cover beds with mulch 1" to 1-1/2" deep immediately after planting. ' D. Wrapping, Guying, Staking: 1. Inspect trees for injury to trunks, evidence of insect infestation, and improper pruning ' before wrapping. 2 . Wrap trunks of trees spirally from bottom to top with specified .tree wrap and secure in place . a) Overlap 1/2 of width of the tree 's wrap strip and cover the trunk from the ground to the height of the second branch. ' b) Secure tree wrap in place with twine wound spirally downward in opposite direction, tied around the tree in at least 3 places in addition ' to the top and bottom. 3 . Staking/Guying : a) Stake/guy all trees immediately after lawn seeding operations and prior to acceptance . b) Stake deciduous trees under 3" caliber . c) Guy deciduous trees over 3" in caliber. 4 . All work shall be acceptable to the Engineer . TREES AND PLANTS ' 02490-7 1 SALEM HOSPITAL PARKING LOT K ' E. Pruning: ' 1. Prune branches of. deciduous stock, after planting, to balance the loss of roots and preserve the natural character appropriate to the particular ' plant requirements . In general, remove 1/4 to 1/3 of the leaf bearing buds, proportion shall in all cases be acceptable to the Engineer . Remove or cut ' back broken, damaged, and unsymmetrical growth of new wood. 2. Multiple Leader Plants : Preserve the leader which will best promote the symmetry of the plant . Cut ' branches flush with the trunk or main branch at a point beyond a lateral shoot or bud a distance of not less than 1/2 the diameter of the supporting ' branch. Make cut on an angle . 3. Prune evergreens only to remove broken or damaged branches . 3 . 04 MAINTENANCE ' A. Maintain planting until completion and acceptance of .the. ' entire project. B. Maintenance shall include pruning, cultivating, weeding ' and watering,- and application .of appropriate insecticides and fungicides- necessary to maintain plants free of insects and disease . 1. Re-set settled plants to proper grade and ' position. Restore planting saucer and adjacent material and remove dead material. 2 . Tighten- and repair guy wires and stakes as , required . 3 . Correct defective work as soon . as possible after deficiencies become apparent and weather and season ' permit. 4 . Water trees, plants, and ground cover beds within the first 24 hours or initial planting, and not less than twice per week. until final acceptance . . ' 3 . 05 ACCEPTANCE A. All planting will be inspected at completion of ' installation and accepted subject to compliance with specified materials and installation requirements. ' B. Inspection to determine acceptance of planted areaswill be made by the Engineer upon the Contractor 's request. Provide notification at least 10 working days before , requested inspection date. 1 . Planted areas will be accepted provided all requirements, including maintenance, have been , complied with and plant materials are alive and in a healthy vigorous condition. TREES AND PLANTS 02490-8 ' ' SALEM HOSPITAL PARKING LOT K C. Upon acceptance, the Owner .will assume plant maintenance.. ' 3 . 06 CLEANING A. Perform cleaning during installation of the work ' and upon completion of the work . Remove from site all excess materials, soil, debris, and equipment. Repair damage resulting from planting operations. ' END OF SECTION. 1 1 TREES AND PLANTS ' 02490-9 SALEM HOSPITAL PARKING LOT K tSECTION 02500 ASPHALT (BITUMINOUS) CONCRETE PAVEMENT ' PART 1 - GENERAL ' 1 ,01 DESCRIPTION A . Provide bituminous concrete paving as shown and specified . The work includes : 1 . Final subgrade preparation and paving base . 2 . Roadway, parking , and walkway paving . 3 . Pavement stripinq and markings. ' B . Related work : 1 . Section 02200-Earthwork ' 1 .02 QUALITY ASSURANCE A . Comply with Section 02000 requirements. ' B. Materials and methods of construction shall comply with the following standards . ' 1 . Massachusetts Department of Public Works , Standard Specifications For Highways and Bridges, 1973 . 2 . American Society for Testinq and Materials (ASTM) . 3 . American Association of State Highway and Transportation officials (AASHTO) . 4 . Asphalt Institute (AI) . ' C . Promptly notify Engineer of unsatisfactory subgrade soil conditions . ' 1 .03 SUBMITTALS A. Product Data: ' 1 . Submit complete materials list of items proposed for the work . Identify materials source . 2 . Submit a pavement striping paint data. 1 .04 DELIVERY , STORAGE, AND HANDLING ' A . Deliver manufactured products in manufacturer 's original , unopened and undamaged containers with labels intact and legible . B . Store and handle manufactured products to prevent damage and deterioration . ' 1 .05 PROJECT CONDITIONS A . Weather Limitation : ' 1 . Do not install base course materials over wet or frozen subgrade surfaces . ' ASPHALT (BITUMINOUS) CONCRETE PAVEMENT ....___......---�_ — - - - SALEM HOSPITAL PARKING LOT K 2. Install bituminous materials only when base is dry ' and air temperature is 40 degrees F . or above . B. Grade Control : Establish and maintain the required lines and grades, including crown, and cross-slopes, ' for each course during paving operations. C . Provided temporary barricades as required for ' protection of project work and public safety . D. Protect adjacent work from damage , soiling and ' staining during paving operations. PART 2 - PRODUCTS 2 .01 MATERIALS A . Compacted Subbase Course : (Granular Fill ) See Section ' 02200-Earthwork . B. Compacted Pavement Base Course: (Sand and Gravel ) See Section 02200-Earthwork . ' C . Tack Coat : Asphalt emulsion SS-1 , SSIh , CSS-1 , or CSS-lh . ' D. Bituminous Concrete : Class 1 , Bituminous Concrete Base , Type I-1 , and Bituminous Concrete Pavement , as specified ' in the Massachusetts Department of Public Works Standard Specifications for Highways and Bridges, 1973 . E. Line Marking Paint : Chlorinated rubber-alkyd type , ' AASHTO M 246 (FS TT-P-115) , Type III . Color of parking lot-yellow . F . Granite Curbinq : ' 1 . Granite curb shall be new granite curb of hard durable stone , conforming to the requirements of Type VA-4 , Section M9 , Paragraph 9 .04 .01 of the ' Standard Specifications. All curb shall have sawn tops and split faces and a 3" deep saw cut along top of back face, and shall be provided from a single , quarry sources. 2 . Cement mortar shall meet the requirements of Section M4 , Paragraph M4 .02. 15 of the Standard ' Specifications. Color shall be natural to match color of the curb . 3 . Cement mortar shall be Class A concrete conforming to the requirements of Section M4 , Paragraph M4 .02 .15 of ' the Standard Specifications. Color shall be natural to match color of curb . 4 . Gravel fill shall be as specified under Section ' M1 .03 .0 , Type C , GRAVEL BORROW of the Standard Specification. ASPHALT (BITUMINOUS) CONCRETE PAVEMENT ------- - SALEM HOSPITAL PARKING LOT K ' S . Bituminous concrete shall meet the requirements of Section M3 . 11 .00 , Class 1 , BITUMINOUS CONCRETE t of the Standard Specifications . PART 3 - EXECUTION 3 .01 INSPECTION A . Examine subgrades and installation conditions. Do not start bituminous concrete paving work until unsatisfactory conditions are corrected . 3 .02 PREPARATION A . Proof roll the subgrade and do all necessary rolling and compacting to obtain firm, even subgrade surface. ' Fill and consolidate depressed areas . Remove uncompactable materials, replace with Base Course Sand and Gravel , and compact as specified in Section 02200 . ' 3 .03 INSTALLATION A . Comply with Asphalt Institute (AI ) MS-3 Asphalt ' Manual for material storage , control and mixing , and for plant equipment and operation . ' B. Transport bituminous concrete mixtures from the mixing plant to the project site in trucks with tight clean compartments. ' 3 .04 GRANITE CURB A . The Contractor shall make any corrections necessary to ' gravel fill furnished and installed to bring gravel to the sections and elevations shown on the drawings . Gravel fill shall be compacted as specified under Section 401 .60 of the Standard Specifications . B. The trench for the granite curb shall be excavated as shown in the drawings. ' C. Curb shall be fitted together as closely as possible. Joints between curb stones shall be carefully filled with ' cement mortar and nearly pointed on the top of exposed faces. After pointing , clean off all excess mortar and tool joints slightly below adjacent stone surfaces ' approved by the Engineer . 3 .05 INSTALLATION: PAVEMENT SUBBASE AND BASE COURSE ' A . Install Pavement Subbase and Base Course materials as specified in Section 02200 . ' ASPHALT (BITUMINOUS) CONCRETE PAVEMENT SALEM HOSPITAL PARKING LOT K ' B. Compacted pavement Subbase and Base Course materials as , Specified in Section 02200 until a uniformly-smooth , hard surface , complying with lines , grades , elevations, and cross-sections shown has been established . 3 .05 INSTALLATION: ASPHALT CONCRETE A . Remove loose and foreign material from compacted Base ' Course immediately before application of surface materials . Do not start work until all other work which may damage the finish surface is completed . ' B. Install bituminous concrete pavement in two courses. Binder course and wearing course . The total compacted ' depth of each course shall be as shown on the drawings. Walk pavement shall be constructed as a wearing course only . C. Apply tack coat on binder course , following acceptance by , the Engineer , at a rate of 0.05 to 0.10 gallons per sq . yd . Allow to dry and cure as required . , D. Place , spread , and strike off bituminous concrete mixture on a properly prepared and conditioned surface. Inaccessible and small areas may be placed by hand . ' Place to required grade , cross-section , and scheduled compacted thickness . E. Carefully make joints between old and new pavements, and ' between successive day 's work , to ensure a continuous bond between adjoining work . Construct joints to have ' the same texture, density and smoothness as other sections of the bituminous concrete course . F. Beain rolling operations when the bituminous concrete ' mixture will bear the weight of the roller without excessive displacement . Compact areas inaccessible to rollers with vibrating plate compactors ' G. Perform breakdown, second and finish rolling when the bituminous concrete mixture has been compacted to the ' required surface density and smoothness. Continue rolling_ until all roller marks are eliminated . Provide a smooth compacted surface true to thickness and elevations required . ' H . After final rolling , do not permit vehicular traffic on the pavement until it has cooled and hardened , and in no ' case sooner than 8 hours. I . Protect newly placed material from traffic by barricades or other suitable methods acceptable to the Engineer . ' ASPHALT (BITUMINOUS) CONCRETE PAVEMENT ' 02500-4 1 SALEM HOSPITAL PARKING LOT K J . Striping : Use chlorinated-rubber base traffic lane- marking paint, factory-mixed , quick-drying , and non- bleeding . Color : White . Do not apply traffic and lane marking paint until layout and placement has been t verified with the Engineer . Apply paint with mechanical equipment to produce uniform straight edges. Apply in 2 coats at manufacturer 's recommended rates . ' 3 .06 FIELD QUALITY CONTROL A . Provide field quality control testing and inspection t during asphaltic concrete paving operations. Testing locations and frequency shall be as determined by the testing agent in concert with the Engineer . ' B. Contractor shall provide adequate notice , cooperate with, provide access to the work , obtain samples , and assist Test Agency and their representatives in execution of ' their function C. Before constructing binder course , field verify subgrade ' surfaces are adequate and meet or exceed design bearing values. ' 3 .07 PROTECTION A . Protect paving from damage due to construction and vehicular traffic until final acceptance . t3 .08 CLEANING ' A . Perform cleaning during installation of the work and upon completion of the work . Remove from the site all excess materials, debris , and equipment . Repair damage resulting from paving operations B. Sweep pavement and wash free of stains , discolorations , dirt , and other foreign material immediately prior to ' final acceptance . END OF SECTION ASPHALT (BITUMINOUS) CONCRETE PAVEMENT 02500-5 ---- 1 1 SALEM HOSPITAL PARKING LOT K SECTION 02700 tSITE UTILITIES PART 1 - GENERAL t1.1 GENERAL PROVISIONS ' A. Attention is directed to the CONTRACT and GENERAL CONDITIONS and all Sections within DIVISION 1 - GENERAL REQUIREMENTS, which are hereby made a part of this Section of the Specifications . . ' B. Examine all Drawings and all other Sections ofthe Specifications for requirements therein affecting the work of this trade .- 1. 2 DESCRIPTION OF WORK A. Work Included: Provide labor, materials, and equipment necessary to complete the work of this section, ' including but not limited to the following: 1 . Storm and roof drainage system. ' 2. Water system, ' 1. 3 RELATED WORK SPECIFIED ELSEWHERE A. Site Preparation, as specified in Section 02100 . ' B. Earthwork,....as specified in Section 02200 . C. Asphalt Paving, as specified in Section 02513 . 1. 4 -.SHOP -DRAWINGS ' Not used . , ' 1. 5 SAMPLES Not used.. 1. 6 PRODUCT LITERATURE ' Not used ' [ SITE UTILITIES ] [ 027001 1 1 1 SALEM HOSPITAL. PARKING LOT K 1 .7 MOCK UPS ' Not used. 1 . 8 QUALITY ASSURANCE ' A. All work for drainage and. water systems shall conform to ' the Commonwealth of Massachusetts Department of Public Works Standard Specifications . 1 .9 DELIVERY, STORAGE, AND HANDLING Not used. ' 1. 10 COORDINATION ' All work in- this section .is to be coordinated through . the Architect. ' PART 2 - PRODUCTS 2 . 1 ACCEPTABLE MANUFACTURERS ' Not used ' 2 . 2 MATERIALS ' STORM DRAINS , 1A. Storm Drain Pipe: extra strength. nonreinforced . ' concrete (C-14 ) or Class IV reinforced concrete (C-76 ) for storm drain connections . Pipe shall be tongue and groove type, or bell and spigot type, at contractors ' option. 1B. Concrete pipe shall be joined by any of the following ' materials, at the contractors option: a. Rubber gaskets conforming to ASTM C-443. . b. Portland cement mortar . ' c. Non-shrink grout. ' d . Asphalt mastic cement. [ SITE UTILITIES] ' . [027001 - 2 SALEM HOSPITAL PARKING LOT K 1C. Pipe may be supplied with .or without lifting holes, at ' the contractors option. Lifting holes shall be conical, arranged to lie at the top of the pipe as installed . Precast concrete plugs, shaped to fit ' lifting holes, shall be supplied with the pipe . 2. Roof Drain Pipe : PVC pipe in accordance with ASTM D-2729 or aluminum corrugated metal in accordance with AASHTO M36, Type 11 . 3 . Clean-Outs : Cast iron, Catalog No . 56040-17 with ' secured cover, as manufactured by Josam .Co. , Michigan City, Ind . , or approved equal . ' 9 . Catch Basins and Manholes : Drain manholes and catch basins shall be precast concrete or concrete unit masonry construction, at the contractor's option. ' A. Precast concrete manholes and catch basins shall conform to ASTM, C-978, and shall be similar> to. those manufactured by: ' Concrete Systems,. Inc. , Hudson, NH. Chase Precast Corp. , N.Brookfield, MA Superior Concrete Co. , Inc. , Auburn, ME a. Sections shall have tongue and groove Joints . b. Joints between sections shall be made with preformed. ' butyl rubber Joint sealant conforming to ASTM C 993 . c. Each section shall have no more than two suitable ' lifting holes or cast-in lifting devices . d. Precast base shall be manufactured with wall openings to receive the ends of pipes which are to ' be connected to structure . e . Pipe openings in base shall be minimum size required ' to receive pipe, and shall be accurately set to conform to the required line and grade . ' f. Drain pipe. shall be Joined to wall of concrete manhole or catch basin with nonshrink grout or flexible manhole sleeve, at the contractor 's option. g. Manholes and catch basins shall be designed to safely withstand an AASHTO H-20 loading, as specified in the AASHTO specifications . ' [ SITE UTILITIES] [027001 - 3 1 SALEM HOSPITAL PARKING. LOT K B. Concrete unit masonry manholes and catch basins . a. Block. for concrete unit masonry manholes and catch 1 basins shall .be machine-made solid concrete masonry units, conforming to ASTM C 139 . Block shall be ' manufactured with Type LI cement. b. Sampling and testing of units shall conform to ASTM ' C - 140 . c. Units shall be manufactured by a company approved by the architect. ' d. Radial units shall be 6 inches thick . e . Barrel units shall be 6 inches high and batter units ' 8 inches high, measured in the vertical direction with blocks in place in the wall. ' f. Batter blocks shall reduce inside diameter of manholes or catch basins by 6 inches per course . g. Moisture content of concrete masonry units at time ' of delivery shall be less than or equal to 30% of the total absorption when tested in accordance with ' ASTM C-140 . 5. Catch Basin Frames and Grates : Three flange, 475 lbs, E.L. LeBaron catalog no . LK120 or approved equal . , 6. Manhole Steps: Massachusetts standard wrought iron, E.L. Lebaron catalog no . L105 or approved equal . ' 7 . Jointing Materials : In accordance with manufactuer 's requirements and as specified in Massachusetts ' Specifications, Item 230 .62 . 8 . Mortar : ASTM C270, Type M or Pre-mix ASTM C387, Type M. 9 . Brick : Brick for support of casting shall be any of ' the following types : a. Common brick meeting the physical requirements of ' ASTM C 62, Grade MS . b. Clay brick meeting the physical requirements of ASTM ' C 32, Grade MS . c. Concrete brick meeting the physical requirements of ' ASTM C 55, Grade N-11 . [SITE UTILITIES] ' [027001 - 4 1 SALEM HOSPITAL PARKING LOT K 1 2 . 3 MIXES 1 Not used ' 2 . 4 FABRICATION ' Not used. ' PART 3 - EXECUTION ' 3 .1 PREPARATION. Excavation, compaction, and backfill: Refer to Section 02200, Earthwork . 3 .2 WORKMANSHIP, PERFORMANCE . ' Not used ' 3.3 INSTALLATION A. .Excavation, trenching and backfilling as. specified under ' Section 02200, Earthwork, and as follows : Trim the. bottom of all excavations and trenches to receive equipment and pipe; provide finish grade by hand t methods . The bottom of all trenches shall be carried to 6 inches below, pipe invert in undisturbed soil and 12 inches below pipe in existing fill, and the entire ' trench backfilled with coarse sand up to the third point of the pipe, firmly compacted. Bell holes shall be dug- to insure pipe resting for the entire length upon the bottom of the trench. ' B. Piping shall not be installed on ledge or stone . Ledge and/or stone shall be removed to a minimum depth of 6 t inches below the bottom of the pipe, and the trench shall be backfilled with screened gravel . The gravel shall be brought up to the required grade and compacted to 95% compaction before laying of pipe . 1 C. In pipe trenches, after the pipes have been tested and approved, trenches shall be backfilled by hand with the ' excavated materials free from large clods or stones, carefully deposited in layers not to exceed 6 inches in t [SITE UTILITIES ] A 027001 - 5 1 SALEM HOSPITAL PARKING LOT K thickness on both sides of pipe and thoroughly rammed ' until enough fill has been placed to provide cover of not less than 1 foot above the top of pipes . Backfill shall be compacted thoroughly under and around the pipe . Backfill below the pipe centerline shall be placed and ' compacted by hand. Backfill between the certerline and 1 foot above the top of the pipe shall be deposited by hand and leveled and compacted to 95% compaction before ' the additional height of backfill is placed by coaching. D. Connections to structure shall be watertight after installation. All piping shall accurately conform to ' the lines and grades shown on the drawings . All piping shall be examined for defects . Any defective pieces discovered after installation and testing shall be ' removed and replaced by the contractor at his own expense . Pipe system shall be inspected by building inspector and Joints shall be approved before , backfilling over pipe is permitted. All pipe and fittings shall be kept clean until final acceptance of work . The exposed ends of all uncompleted lines shall be closed with wooden plugs at all times when pipe ' laying is not actually in progress . All piping shall be installed on a good foundation and adequate means taken to prevent settlement . ' 3 . 4 FIELD QUALITY CONTROL Not used ' 3 . 5 CLEANING AND PROTECTION ' Not used 3 . 6 . SCHEDULES Not used ' END OF SECTION ' [SITE UTILITIES ] t 1027001 - 6 1 1 1 SALEM HOSPITAL PARKING LOT K ' SECTION 16100 ELECTRICAL ' PART 1 - GENERAL 1 .01 GENERAL PROVISIONS A . Attention is directed to the, CONTRACT AND GENERAL CONDITIONS and all Sections within DIVISION 1 - GENERAL REQUIREMENTS , which are hereby made a part of this ' Section of the Specifications. B . Where .Drawings or Specifications indicate discrepancies, ' or are unclear , advise Engineer in writing before Award of Contract . Otherwise Engineer 's interpretation of Contract Documents shall be final . No additional compensation will be approved because of discrepancies or ' unclarities thus unresolved . C . Provide work specified but not shown on drawings , and ' work shown on drawinas but not specified , as thouah expressly required by both . ' D. Where drawinas or specifications do not aaree with manufacturer 's recommendations , or with applicable codes and standards , alert Engineer in writing before installation . Otherwise , make necessary changes in ' installation as required by Engineer E. Drawings are diagrammatic and indicate aeneral ' arranaement of systems and work included in Contract . It is not intended that every fitting or component be specified or shown on drawings: however , Contract Documents require provision of all components and ' materials necessary for complete and operational Electrical installation , whether or not indicated or specified . ' F . Do not scale Drawings. Scale indicated on drawings is for establishina reference points ,only. Actual field ' conditions shall govern all dimensions . 1 .02 ITEMS TO BE FURNISHED AND INSTALLED ' A . Precast or poured in place concrete bases for poles, precast concrete manholes/handholds , precast underground pull boxes for site lighting and associated metal frames ' and covers . B . Anchor bolts for poured in place concrete bases for exterior liahtina standards. Furnish pole base templates , for determining locations of anchor bolts, if required . ' C . Ground rods at pole bases shall meet all NEC requirements. Coordinate with Contractor and Electrician . ' ELECTRICAL 16100-1 SALEM HOSPITAL PARKING LOT K ' 1 .03 ITEMS TO BE INSTALLED ONLY A . Light poles and light fixtures . ' 1 .04 RELATED WORK A . Sitework - Section 02000 ' B. Site Preparation - Section 02100 ' C. Earthwork - Section 02200 1 .05 CODES AND PERMITS ' A . Installation shall comply with Massachusetts Electrical Code , latest revisions, and prevailing local , federal and , state regulations . B. Material and equipment shall be UL listed where standard ' has been established . C. Unless otherwise specified , furnish , install and test work ' in accordance with the latest editions of applicable publications and standards of following : AEIC , ANSI , ASTM, SBC , ICEA , IEEE, MEC, NEC, NEMA , NFPA , UL. D. Reference made to codes and standards shall be , interpreted as minimum requirements . Where referenced codes and/or standards conflict , the more strinq_ent shall apply . E . Obtain necessary permits, licenses, or certificates of approval required . Pay fees required by and conforming to local and state laws and regulations. At conclusion of ' work , furnish certificates of inspection to Owner from authorities havinq jurisdiction. F. Perform tests required by laws, ordinances or public ' authorities. G. Pay backcharges to electric and/or telephone companies, ' and city departments. PART 2 - PRODUCTS , 2 .01 GENERAL A . Provide materials and equipment necessary to make ' installation complete in every detail under this Contract whether or not specifically shown on Drawings or specified herein . Materials and equipment shall be new . ' ELECTRICAL ' 16100-2 1 ' SALEM HOSPITAL PARKING LOT K PART 3 - EXECUTION ' 3 .01 GENERAL A . Unless specifically noted or shown otherwise , install all ' equipment and material specified in this section or shown on Drawin4s whether or not specifically itemized herein . . ' 3 .02 EXISTING SERVICES A. Do not interrupt existing services without Owner 's approval . Any required interruption shall be done at ' times convenient to the Owner . 3 .03 TESTING AND INSPECTION A . Test and inspect work of this section as required by Contract Documents , codes, standards and authorities that have jurisdiction, to the satisfaction of the Owner . ' B. Furnish Owner with certificates of testing and inspection indicating approval of all required authorities . ' C . Perform all required work to correct deficiencies noted by approving authorities at no additional cost to the owner . 1 END OF SECTION 1 1 1 ' ELECTRICAL 16100-3 September 24, 1979 OF 44 ' concBa rete for F.xtcr or Lichtin4 $ �e�F ��4_ Salem 10spital .� 0;�h . - J ob N 1 20Q- _. � Sz•6���:� i IA " - l l required for the installation Scope .of Work: Prgvide all labor and materials lighting 11ork shall include- eight (S) neu concrete.bases for exterior ' 1, Excavation. • 2 ' Form ork as required. b others, as 'noted on p3ans: ' 3 placement of 1" conduit, for wiring y 4. Reinforcement and anchor bolts as noted on plans. oured in place. 5. 3,000 p.s.i. concrete, p. 6• Filling, grading, clean-up ;< e Submitted to Any request for clarification or additional information shall b ' Charles Hincman, Security Manager; Salem Hospital. 1 :. r- J > .. ._....... ....... ...__......... ........:..:.. I ,�- ` na,N OF Ia ';6 C.s 'N . 5.6 v I. 01 t✓ t t,i t rat:J M . PP�t� � 1 . :. I V.c 210(� Ll�h�il 9 21T79 50)kLl d: ANCHOR BOLTS AND OTHER NECESSARY and step support lug shall be fabricated from high strength FASTENERS steel to provide maximum safety. Four high strength (50,000 psi yield) steel anchor bolts 10. 'SPECIAL PAINTS AND FINISHES shall be furnished with each Floodlighting Standard. Each anchor bolt shall have an "L" bend at the bottom end and Numerous paint systems or combinations of systems for metal be threaded at the top end. Threads shall be unifie)I paint structures. Contact American national coarse series with a class 2 fit. Two hex nuts shall Lighting Standards Corporation or its representative if be provided with each anchor bolt.The strength of the hex special coatings are needed. ' nuts shall be comparable with the strength of the anchor bolts. All hex nuts and the threaded portion of each anchor 11. HOT DIPPED GALVANIZED FINISH bolt shall be hot dipped galvanized in accordance with ASTM Specification A-153. A hot dipped galvanized finish can be furnished if All other fasteners shall be threaded as noted above and ordered. The complete Floodlighting Standard, excluding shall be hot dipped galvanized;or electro zinc plated. anchor bolts and fasteners, shall be hot dip ped galvanized inside and outside in accordance with ASTM Specification ' 5. HANDHOLE WITH COVER A-123. A 4"x6%" handhole (3"x5" for shafts having a base GENERAL INFORMATION ' diameter of 6'/," or less) with shaft reinforcing frame and removable cover shall be furnished with each Standard.The A. When ordering, specify both the TYPE NUMBER and . center of the handhole shall be located 10"above the base. DESIGN NUMBER shown in the catalog. ' 6. GROUNDING BAR B. All.mounting heights listed are nominal and indicate the vertical distance from bottom of tenon to bottom of base plate. A grounding bar,drilled and tapped 1/2'-13UNC-2B,shall - C. Consult with American Lighting Standards Corporation, ' be welded inside each shaft. or its representatives, for dimensional requirements if Standards are to be mounted on existing foundations. 7. ONE SHOP COAT OF PRIMER American Lighting Standards Corporation does not lassume responsibility for the structural capa+<ity of The complete Floodlighting Standard, excluding anchor existing foundations and anchor bolts. bolts and fasteners, shall be thoroughly cleaned and coated D. Unusual loading conditions such as overhead wiring, inside and outside with our best quality red oxide primer.' guying or abnormal winds may require special designs.The primer coating shall have minimum dryfilmthickness Consult with American Lighting Standards Corporation of 1 mil. The primer coating is a base for an oil based or its local representative. finish coat of paint to be applied in the field by others. If E. Handholes may be omitted from Standards that are to ' the finish coat is other than an oil based paint, contact be mounted on transformer bases. Grounding lugs will American Lighting Standards Corporation for recommenda- be located inside the shaft. bons. F. Two-piece shafts noted in the Material and Fabrication ' OPTIONAL ITEMS Specification section will have either 11 gauge 'or 7 .. gauge bottom sections. The wall thickness of bottom sections will be as shown in the tables. Top sections 8. FLOODLIGHT OR LUMINAIRE MOUNTING will have a minimum wall thickness of 11 gauge ' BRACKET G.'The policy of American Lighting Standards Corporation is to provide Lighting Standards of the highest quality in A floodlight or luminaire mounting bracket can be relation to the price paid and the competitive nature of ' furnished if.ordered. Bracket arms shall be fabricated from the market in both the fields of engineering and manu- 2 3/8" O.D. structural quality carbon steel tubing having a facturing. Pursuant to this policy, design and develop- guaranteed minimum yield strength of 35,000 psi. The ment is a continuous process at American Lighting ' arms shall be welded to a slipfitter sized to mate with the - Standards Corporation enhancing the quality, service- pole top tenon and secured to the tenon with three (3) set .ability and value of the product. This progressiveness screws. The bracket shall be constructed in a manner that necessitates periodic revisions to designs and material will provide an internal weather resistant wiring raceway. specifications. American Lighting Standards Corporation ' A removable cap shall be furnished where required. - reserves the right to make such periodic revisions with- out notice. 9. REMOVABLE POLE STEPS. Removable pole steps can be furnished if ordered. They shall begin approximately 12 ft. above the shaft base and ' extend to within 3 ft. of 'the top of the shaft. Each step 2 1.. ' 310 CMR 10.99 Form 5 bEP Fib No. -189 (To in movwa ov DEP) Commonwealth C11y,Town 'Salem _ " of Massachusetts Aoolicant Salem Hospital Order of Conditions Massachusetts Wetlands Protection Act ' G.L. C. 131 , §40 Salem Conservation Commission From To Salem Hospital Ciry nf cn1-m (Name of Applicant) (Name of property owner) - Address 81 Highland Ave. , Salem, MA Address91 Wachingrn (Zr Salem, MA This Order is Issued and delivered as follows: by hand delivery to applicant or representative on 1%4ay-2 3 g 9 0 (date) by cer lifted mail.return receipt requested on (cafe) This protect is located at off Dove Road. Lot 221 Map 24 ' `..The property is recorded at the Registry of Essex ' Book 1850 Page 447 Certificate(it registered) No. 2 1 - ' The Notice of Intent for this project was filed on 3/13/90 (pate) 4/12/90 date) The public hearing was closed on ( Findings The Salem (' ncpr -r' Com- t sinfj has reviewed the above-referenced Notice of .Intent and plans and has veto a public hearing on me project. Based on the information available to the Commission at this time,the Commission has determined that - ' the area on wnicn the or000sed work is to be bone is significant to the following interests in accordance with the Presumptions of Significance set forth in the regulations for each Area Subject to Protection Under the Act(bhecK as appropriate): Pubiic water supply M Flood control ❑ Land containing shellfish LK Private water supply ® Storm damage prevention 0 Fisheries 2% Ground water supply ® Prevention of pollution 0 Protection of wildlife habitat Total Fling Fee Submitted $250.0000 State Share$112,50 City/Town Share $137.50 (1h_ fee in excess of $25) Total Refund Due S CityfTown Portion S State Portion S (1/2 total) (1/2 total) 5•t Effective 11/10/89 herefore. the Commission hereby finds that the following conditions are 'T necessary. in accoraance with the Pertormance Standards set forth in the regulations.to protect those inter- ests Checketl aDOVe. The Commission - orders that all work shallbe performed in accoraance wuh said contlnions and with the Notice of Intent referenced above.To the extent that the lot• lowing conditions modify or differ from the plans. specifications or other proposals submitted with the Notice of Intent. the conditions shall control. 'General Conditions 1. Failure to comply with all conditions stated herein.and with all related statutes and other regulatory meas- ures.shall be deemed cause to revoke or modify this Order. .2. This Order does not grant any property rights or any exclusive privileges;it does not authorize any injury to private property or invasion of private rights. ' 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal. state or local statutes. ordinances.by-laws or regulations. 4. The work authorized hereunder shall be completed within three years from the date.of this Order unless either of the following apply: (a) the work is a maintenance dredging project as Provided for in the Act:or (b) the time for completion has been extended to a specified date more than three years. but less than five years.from the date of issuance and both that date and the special circumstances warranting ' the extended time period are set forth in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. ' 6. Any fill used in connection with this project shall be clean fill,Containing no trash,refuse.rubbish or de- bnsr including but not limited to lumber. bricks, plaster.wire,lath.paper.cardboard. pipe, tires.ashes. refrigerators.motor vehicles or parts of any of the foregoing. 1 7. No work shall be undertaken until all administrative appeal periods from this Order have elapsed or, it such an appeal has been filed, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Final Order has been recorded in the Registry of Deeds or the Land Court for the district to which the land is located.within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Inaex under the name of the owner of the land upon which the proposed work is to be done. In the case of registered land.the Final Order snall also be noted on the Land Court Certificate of Title of the owner of the land upon which Commission ' the proposed work is ro Pe done.The recording information shall be submitted to the Comm - on the forth at the end of this Order prior to commencement of the work. 9. A sign shall be displayed at the site not less than two square feet or more than three square feet in size bearing the words.'Massachusetts Department of Environmental Protection, . File Number 64-189 10, Where the Department of Environmental Protection is requested to make a determination and to issue a Superseding Order.the Conservation Commission shall be a party to all agency proceedings and hearings before the Department. 11. Upon completion of the work described herein.the applicant shall forthwith request in writing that a Certificate of Compliance be issued stating that the work has been satisfactorily completed. 1 1 12.The work snail conform to the following plans and special conditions: 1 5.2 Plans. Titre Dated. Sioneo and Stamped by: On File wnn ' PI AN OF PRf1PO4Fn tom 19119/8R RiQh"d S 7a EE dr Salem Conservation Commission "K" Revised 12/21/88 Prepared for Salem Hospital 1 Special Conditions(Use additional paper if necessary) ' See Attached 1 t .. ............ ... .............................................. (Leave Spate Biank) ' p 3A Issued By Conservation Commission Sig aturej ' t This Order a gned by a majo - the Conservation Commission. On this 2nd day of May 19 90 , before me ' personally appeared the above named , to me known to be the person described in and who executed the foregoing instrument and acknowledged that helshe executed the same as his/her free act and deed. A.(,!2Q September 2, 1994 Notarf Publi# i ' My commission expires The apolicanl,the owner.any person aggrieved by this Order,any owner of land abutting the,land upon which the proposed work is to be pone,or any ten resioedrs 01 the city or town m which sucn Iano is haled.are neredy notified of ineir right to request the Department of ' Environmental Proiecilon to issue a Superseding Order.providing Ins request is made by cendied mail or hand delivery to the Department, with the approonaia Kling lee and Fee Transmmal Form as provided in 310 CMR 10.03pJ,within ten days from the dare of issuance of this Dissemination.A copy of Ins request shall at the same time oe sent oy candied mail of hand delivery rd me Conservation Commission and Ina applicant. 1 O 7 O Detach on dotted line and submit to the - poor to commencement of work. ................................................ 1 u GO ................................................................................ I w iti n` To tj a, Issuing Authority O Please de advised trial the Order of Conditions for the project atQQ O N £, "le Numder nias peen retarded at me Registry of l U r--I and i N f has peen noted in ins cnam of tine of the attectea property in accordance wars General Conothon 8 on I g_ GN - It recorded land.the instrument numoer which loonah"this trm,,scum e I rn O in If registered land. Ins document numoer which identifies this transaction is t, .-nature . r,poecam 5 4A 1 Special Conditions Salem Hospital Parking Lot 1 . All work shall conform to the above-referenced plans and ' those final specifications which shall be filed with the . Commission prior to construction. Any change made or intended to be made in the approved plans shall require the applicant to inquire of the Conservation Commission as to whether the change ' is substantial enough to require a new filing. If the Conservation Commission determines the changes. to be 'substantial, the Commission can require the applicant to file a Notice of ' Intent . 2 . Prior to commencement of construction activity, a haybale barrier shall be placed downgradient of construction to prevent ' siltation of the adjacent wetland. Haybales shall be anchored with stakes and entrenched 4 to 6 inches in depth . Trench material shall be deposited on the upgradient side of the haybale ' barrier . Haybales shall be inspected daily and those showing signs of deterioration shall be replaced immediately . The haybale barrier shall remain in proper functioning condition until all disturbed areas have been stabilized. 3 . Any additional erosion and sedimentation control. measures deemed. necessary by the Commission shall be instituted by the applicant . Any siltation caused onto any wetland or waterway areas shall be promptly reported to the Salem Conservation Commission and such areas restored to the satisfaction of the ' Commission . 4 . During construction, all debris, fill and excavated material shall be stockpiled more than 100 feet away from designated wetlands, at a location to prevent sediment from surface runoff t entering wetlands . '. 5 . A paved berm shall be installed around the perimeter of the parking lot to contain and direct the flow of water to catch basins . ' 6 . All catch basins and pipes shall be fitted with oil and gas traps, and all catch basins, manholes and pipes shall be maintained in good hydrologic condition and be kept free of litter, refuse or other extraneous matter. A letter stating that .' said annual cleaning and maintance has occured shall be filed with this Commission annually . ' 7 . Servicing of equipment must be done outside the Buffer Zone to the resource area . Equipment must be maintained to prevent leakage or discharge of pollutants . Overnight storage of ' equipment must be 100 feet from the wetland boundry . 8 . Use of rock salt (sodium chloride) or other toxic de-icing chemicals on paved areas is prohibited and any arrangement for snow removal shall so stipulate . 9 . Members and agents of the Salem Conservation Commission shall ' have the right to enter and inspect the premises at all reasonable times to evaluate compliance with the conditions stated in the Order, and may require the submittal of any further and additional data deemed necessary by this Commission for that evaluation. 10 . Upon completion of the project, the applicant shall submit -' with their request for. a Certification of Compliance, and affidavit prepared by a professional engineer or land surveyor duly registered in the Commonwealth of Massachusetts, stating that the site has been developed in accordance with the ' . requirements of this Order of Conditions and the referenced site plan. ' 11 . Notice shall be given to this Commission no more than two ( 2 ) weeks nor less than two (2 ) days prior to the commencement of any construction activities . Said notice shall include in writing, the name (s ) , address (es ) , business and home phone numbers of the project supervisor(s) who will be responsible for insuring performance of all sedimentation and erosion control , buffer zone alterations, and drainage system installation. 12 . . All disturbed soils shall be immediately and similarly re-vegetated upon completion of construction activities or shall be mulched until the next growing season . 13 . .Any proposed headwalls with pipes shall be fitted with a protective barrier approved by the Commission. These headwalls . shall be kept free of any obstructions to the flow of water. 14 . During and after work on this project, there shall be no ' discharge or spillage of petroleum products or other pollutants into .any wetland resource area or land within the Buffer Zone . 15 . There shall be minimal pruning and no removal of any buffer zone or wetland vegetation downgradient of the northern-most limit of workline, as delineated by the staked haybale line, on the above-referenced plan . ' 16 . This Order shall apply to any successor in control or successor in interest of .the property described in the Notice of Intent and accompanying plans . y � . D524 1 i 'COPY GULF OF MAINE ' RESEARCH CENTER INC. NOTICE OF INTENT UNDER THE MASSACHUSETTS WETLANDS PROTECTION ACT ' M.G.L. Chapter 131 S.40 ' NOTICE OF INTENT FOR ' Salem Hospital 81 Highland Avenue Salem, Massachusetts 1 ' SUBMITTED BY: ' Gulf of Maine Research Center Inc. 204 Lafayette Street Salem, Massachusetts tMarch 1990 ' ENVIRONMENTAL CONSULTING SERVICES XO 1 1 1 GULF OF MAINE RESEARCH CENTER INC. ' ENVIRONMENTAL CONSULTING SERVICES 204LAFAYETTE STREET ' SALEM, MA 01970 (508)745-6618 FAX(508) 741-8648 ' TABLE OF CONTENTS ' Title Identifying Number Attachment on NOI ' Notice of Intent Wetlands Report R1 Attachment 1 Site Location F1 ' Site Plan P1 Attachment 2. Drainage Report P2 Attachment 3 1 1 1 1 1 1 1 1 1 ' 310 CMR 10.99 Form 3 OEP FM Ab. ' Commonwealth ! e (TO°i01°11pmWOEM •• of Massacnusetts C.tv.To vn SALEM, MA Aooucant SALEM HOSPITAL SALEM,MA Notice of Intent Under the tMassachusetts Wetlands Protection Act, G.L. c. 131, §40 and ' Application for a Department of the Army Permit Part 1:General Information ' 1. Location:Street Address 81 HIGHLAND AVE, Lot Number 001 ' 2. Project:Type PARKING LOT Description The applicant plans to build a parking lot on 4.48 acres of property at this site. Construction activities will include theexcavation, grading, and ' paving of areas lying within the 100 foot buffer zone of Boarding Vegetative Wetland (BVW) (310 CMR 10.55). ' All parking lot catch basins will be outfitted with MDC oil and grease traps to prevent surface and groundwater contamination. - - ' 3. Registry:County Ease- Current Book s6r7 &Page 551 Certificate(If Registered Land) 4. Applicant Salem Hospital Tel. 508-741-1200 ' Address 81 Highland Avenue, Salem, MA 01970 5. Property Owner Salem Hospital Tel.508-741-1200 Address 81 Highland Avenue q.t.- MA m a2n ' Gulf of Maine Research Center, Inc. Tel 508-745-6618 5. Representative Address 204 Lafayette St., Salem, MA ' 7. a. Have the Conservation Commission and the Departments Regional Office earn been sent, by certified mail or hand delivery. 2 copies of completed Notice of Intent,with supponmg plans and documents? ' Yes Zc No b. Has the fee been submitted? tic Yes C� No c. Total Filing tree Submitted d. City/Town Share of Fling Fee $137.50 State Share of Fling Fee $112.50 ' (sent to City/Town) (1/2 of fee in excess of S25. sent to DEP) e. Is a brief statement attached indicating how the applicant calculated the fee? Z Yes C No 1 Effective 11/10/89 1 ' B. Have all obtainable permits.variances and aoorovals rebutred by local oy-law been Obtained? ' Yes _ No ER Obtained: ApDoea For: Not Aopliea For: ' - City of Salem: Building Permit ' Planning Board Approval ' 9. Is any Dortion of the site subject to a Wetlands Restriction Order oursuanl to G.L c. 131. §40A or G.L c. 130. §1057 Yes _ No — ' 10. Lisl all Dtans and Suoporttng documents submitted with tuts Notice of Intent. Idenhtytng NumoenLetter _ Title. Date ' F1 Figure 1, USGS Map, 1970 ' - R1 Wetlands report from Gulf of Maine R: --'' ^enrer _ P1 Site Plan ' P2 Drainage Report from T & M Engineering Associates. Inc. ' 1 1.Check those resource areas within wnich work is orODOsed: (a) s Buffer Zone (b)Inlanc: Bank' Lana Subject to Flooding. ' = Barbering Vegetated Wetland' _ Bordering Land Under Water Body d Waterway' _ Isolated ' (c1 Coastal: Lana Under the Ocean• _ Designated Port Area Coastal Beach Z Coastal Dune ' = Barrier Beach = Coastal Bank _ RCCky interttaal Shore• _ Salt Marsh' Lana Under Salt Pona' _ Land Containing Shellfish' FFsh Run' Likely to involve U.S.Army Coros of Engineers concurrent jurisdiction.See General Instructions for COrnDtettnc Notice of Intent. ' 3.2 ' 1 Z Is the wetland resource area to be altered by the proposed work located on the most recent Estimated Habitat Map of any)of rare. "state-listed"vertebrate and invertebrate animal spectres ' occurrences provided to the conservation commission by the Natural Heritage and Endangered Species Program? ' YES [ J NO (x ) Date printed on the Estimated Habitat Map issued NO MAP AVAILABLE [ J (it any) 1989 If yes. have you completed an Appendix A and a Notice of Intent and filed them, along with supporting documentation with the Natural Heritage and Endangered Species Program by certified mail or hand delivery,so that the Program shall have received Appendix A prior to the filing of this Notice of Intent? YES ( ] NO [ j 1 1 1 3.3 trait If:Site Description �ndicate which of the following information has peen provided (on a plan.in narrative description or calcuta- :onsi to clearlyy. completely and accurately describe existing site conditions. Identifying ' NumberiLetter lot plan.narrative or calculations) ' Natural Features: RI Soils Rl Vegetation F1, Pi Topography NA Open water bodies f including ponds and lakes) Rl, Fl. Pl Flowing water bodies(including streams and rivers) ' NA Public and private surface water and ground water supplies on or within 100 feet of site - NA Maximum annual ground water elevations with dates and location of test RI Boundaries of resource areas Checked under Part 1,item 11 above ' NA Other Man-made Features: ' Rl Structures isucn as buildings,piers,towers and headwalls) R1, Pl, P2 Drainage and flood control facilities at the site and immediately off the site,including culverts and open channels (with inverts).cants and dikes ' NA Subsurface sewage disposal systems Pi Underground utilities Rl, Pl Roadways and parking areas ' Rl, Pl Progeny boundaries.easements and nghts-of-way NA Other tart III:Work Description dicate which of the following information has been provided(on a plan.in narrative description or calcula- florist to clearly.completely,and accurately describe work proposed within each of the resource areas necked in Part 1.item 1 1 above. Identifying NumberiLetter '(of Dian,narrative or calculations) Planw•-w and Crass Section of: , NA Struc:.:res isucn as ouiioinos.piers. towers and heaowansl Rl, Pl P2 Drainage and flood control facilities,including culverts and open channels(with inverts). gams and dikes Pi Subsurface sewage disposal systems d underground utilities ' NA Filling,dredging and excavating,indicating volume and composition of material NA Compensatory storage areas.where reoured in accordance with Part Ili,Section 10:57 ' !41 of the regulations NA Wildlife habitat restorauon or replication areas NA Other ' Point Source Discharge NA Description of characteristics of discharge from point source(both closed and open channel).when point of discharge falls within resource area checked under Part 1.item ' *1 above.as supponed by stanoaro engineering calculations.cata and plans,including but not limited to the following: 3.4 1 ' I. Delineation of the drainage area conmbuting to the point of discharge: - ' 2. Pre-and post-development oeaK run-olf from me drainage area.at the point of discharge,for at least the 10-year and 100-year frequency storm: 3. Pre-and post-development rate of infiltration contributing to the resource area cnecked under Part 1.item ' 1 1 aoove: 4. Estimated water quality cnaractenstics of pre-and post-development run-otf at the point of discharge. ' Part IV:Mitigating Measures 1. Clearly,comotetely and accurately descnbe.with reference to supporting plans and Calculations where necessary: (a) All measures and designs proposed to meet the performance standards set forth under each re- source area specified to Part II or Part III of the regulations:or (o) why the presumptions set forth under each resource area soectfteo In Part II or Part III of the regula- tions do not apply. ' I _ Coastal nesowce Atea Type_ toentnvmq ewmw w duet tnwno I of suown oxtunents I t I i i I I i I I I = Coastal aesowce Area Tvoe: loennty"minder or tenet ,mans of wotwn pocutnenn 1 I I ' ( I 1 , 1 i ! t 30 1 Couw Re WNCe Mes Tyee w "Ivep MMnoM or tenet of Suomi r»cranents tntano ' � I 1 ' ' 2- Clearly, zcrnoletely ano accurately aescnae-wtln reference to supoontng plans and calculalons wnere necessary: fal all measures and designs to regulate,work within the Buffer Zone so as to ensure that said work ' does not alter an area specified in Pan 1 Section 10.020)(a)of these regulations: or (b) if work in the Buffer Zone will alter such an area.all measures and designs proposed to meet the ' performance standards established for the adjacent resource area-specified in Part 11 or Part III of these regulations. r ' ( = coastal aeaowce Area Tyoe Boroered By t GO-Foot ptsoemnoy Zone: toenotvmg numw or tenor x. t^tatro of su000n Documents Bordering Vegetated Wetland (BVW) (310 Chat 10.55) Work within the buffer zone will be conducted in a manner that ' Iwill prevent any alteration of the BVW. Staked haybales or a siltation fence will be placed immediately downgradient of construction Ito prevent siltation of the adjacent wetland and to delineate a 1 no-w,rk zone. Erosion control barriers will remain in place throughout I R1, P1 ' I construction.and until the area has been stabilized. The haybales (or siltation fence) will be periodically inspected, maintained, and I replaced as.necessary. 1 i I t 1 t 3-B 1 Part V:Additional Information for a Department of the Army Permit 1. COE Apducation No. 2. (to be orov.aeo by COE) (Name of waterway) ' 3. Names and addresses of DrbDerty owners adioining your property: Document other Dr0)ect alternatives ti.e..other locations and/or construction methods. Damcularly those ' Inat wouia eliminate the discharge of Greaoeo or fill material Into waters or wetlands). x 11" drawings in planv.ew and cross-section,showing the resource area and the proposed activ. ' itv within the resource area. Drawings must be to scale and should be clear enough for photocopying. - t Certification is required from the Division of Water Pollution Control before the Federal permit can be issued.Certification may be obtained by contacting the Division of Water Pollution Control.1 Winter Street Boston, Massachusetts 02108. ' Where the activity will take place within the area under the Massachusetts approved Coastal Zone Management Program,the applicant certifies that his proposed activity complies with and will be conducted in a manner that is consistent With the approved program. Information provided will be used in evaluating the application fora permit and is made a matter of public record tnrougn issuance of a public notice.Disclosure of this information is voluntary,however,if necessary ' information is not provided,the application cannot be processed nor can a permit be issued. I hereov certify under the owns and oenafties of per(t)ry that the foregoing Notice of Intent and accompanying clans, cc ments and supporting cam are true and complete. to the best of my Knowledce. jS attire of Addnca DateI - II —nature f C:)IIc nt s Representative Date t FORM 'E...r.mw .. ESG Fe.. 9.5 neo.ee a. HOCSACE. 6 M.. 1967" MED 100 (TEST) 1 MAY 82 '+.. een.... .ewuu. • .... Dne...... .I .a• A'.. ... iw. e1 M..... •nbu lied 4r . rn.n a eau.. ro.e.ue a rot... e.a.um a U.u.e St.,.. eelan. Th. 011i.. o. tee Been. IOMaI be.rlre.se .a.e0 n.eu... rpone a. U.. US Ar.. C.". et Eapaeere. OMa \w.be 0702.0036 eee ea)ne..e. Y.e H ]o Se)le.aer 1967 onw' Th.. n e.we.l -.It a. m m 6 uul I.r.. 3. a I ' NOTICE OF nf= FEE 7RMC24 TEAL F 1 DIPAIWO?f OF ENvncNMEREAL PlmTDLTICN DIVISION OF WEPiAtffi AMID WATENWS ' NOTICE OF INIUM (NCI) APPLICJWf: PROPERTY OWNER: Name Salem Hospital Name Salem Hospital Street 81 Highland Ave. Street 81 Highland Ave. ' City/Tam Salem, MA city,/Tcm Salem MA ' state MA yip Code 01970 State MA zip Oode 01970 pia Number 508-741-1200 ' project Location: Street/Lot Number 81 Highland Ave. Lot#001 city/Tom Salem, MA DEP FILE NUMBER (if available) ' NOT FIL3M FEE DISPUIM FEE Total NOI Filing Fee: $ 250. 00 Total Disputed Fee: $ 112.50 (as determined is Notice of State Stare of Filing Fee: $ Insufficient Fee letter from (1/2 of fee in excess of $25.00) conservation commission) ' City/Town Share of State Share of Fee: $ Filing Fee: $ 137 .50 (1/2 of total disputed fee) ' City/lbwn Share of Fee: $ (1/2 of total disputed fee) 1. Send M= Fee Transmittal farm with a check or money order, payable to the Oamnonwealth of Massachusetts, to the DEP Lock Box at: ' Department of Environmental Protection Box 4062 ' Boston, HA 02211 2. Attach a sM of this form to the Notice of Intent submitted to the local Conservation Commission. 1 3. Attach a e�y of this farm and a gy of the DEP check to each of the Notice of Intent forms submitted to the DEP regional office. ' 11/10/89 ' FUING FEE CALCULATION WORKSHM plane, roadwaye/driveways NOT subject to 310 put ' 10.53(3a) SHALL NOT BE SUBJECT TO ADDITIONAL FEES fATEGORY 1 $55 PER ACTIVITY S No. if amid activities are reviewed under a SINGLE NOT A. Existing House/residential lot (addition, deck, C. Construction of EACH ROADWAY/DRIVEWAY within the garoge,pool, shed,or DRIVEWAY) — Buffer zone or Coastal Floodzone NOT reviewable under 310 CMR 10.53 (Se) and NOT associated with a SFN 8. Site Preparation (remevol of vegetation, exce- _ vetlon grading where home construction isn't — 0. HAZARDOUS WASTE CLEANUP (except as noted in proposed under this MOO category 4) ' C. Control of nuia4nce vegetation by removal, herb- _ _ TOTAL CATEGORY 3 ACTIVITIES !sides, etc. within a Resource Area PER LOT pursuant to 310 CMR 10.53(4) CATEGORY 4 $725 PER ACTIVITY ' 0. Resource Area Improvement pursuant to 310 CHR _ A. EACH WETLAND FILLING/CROSSING LIMITED PROJECT _ 10.53 (4) other than IC above ACCESS ROADWAY/ORIVEWAY under 310 CHR 10.53 (3e) E. SEPTIC SYSTEMS or any part thereof/repain, associated with COMMERCIAL, INDUSTRIAL, INSTITU- replacement, UPGRADING TIONAL DEVELOPMENT OR RESIDENTIAL SUBDIVISION CONSTRUCTION. (*see category 2g for SFH driveways*) F. Monitoring Wells/wall B. Flood Control'Struetures (construction, REPAIR, ' TOTAL CATEGORY 1 ACTIVITIES __ and/or modification) C. LANDFILLS-public ! private _ $250 PER ACTIVITY D. SAND h GRAVEL OPERATIONS _ ' A. EACH NEW single really house (SFM) INCLUDING _ E. NEW railroad lines or EXTENSIONS of EXISTING site preparation, retention/detention basins, lines utilities, SEPTIC SYSTEM, roadway/driveway other than those pursuant to 310 CMR 10.53(3e) F. Control of NUISANCE VEGETATION under 310CHR If reviewed under a SINGLE NOI 10.53(4) other than on a SFH lot B. Parking lot/ ANY size $250 1 C. BRIDGES (construction, reconstruction, expansion ' C. Beech Nourishment maintenance) ASSOCIATED with a SFH lot - -- 0. Coastal Activities pursuant to 310 CHR 10.24 H. Raising or lowering WATER LEVELS _ (7a-0 Including 7s-Electric Generation Facilitime, I. ALTERATION Of RESOURCE AREA d diversion of water ' 7b-Public Utilities, 7c-Coastal Limited Projects Including REPAIR/MAINTENANCE of EXISTING piers, associated with HAZARDOUS WASTE CLEANUP, tan- buildings culverts, etc. mosquito control projects, or for ANY OTHER PURPOSE NOT EXPRESSLY IDENTIFIED ELSEWHERE IN THIS FEE SCHEDULE E. LIMITED PROJECT ACTIVITIES pursuant to 310 CHR J. DREDGING ACTIVITIES not associated with a NEW _ 10.53 (a-d) AND 310 CMR 10.53 (f-1) per footprint dock, pier or other structure described in category 5 F. NEW agricultural/aquacultural projects TOTAL CATEGORY 4 ACTIYITIES G. EACH WETLAND DRIVEWAY CROSSING'associated with a SFH pursuant to 310 CMR 10.53(3e) _ CATEGORY 5 $2 PER LINEAR FOOT; TOTAL FEET NOT TO BE LESS M. ANY point source discharge THAN $50 NOR MORE THAN $1000 I. ANY OTHER ACTIVITY not described in categories A• Construction, reconstruction, REPAIR, or replace-_ _ 1,3,4 h 5 _ sent of DOCKS, PIERS, REVETMENTS, DIKES, or other • engineering structures on COASTAL or INLAND RESOURCE TOTAL CATEGORY 2 ACTIVITIES $250 1 AREAS including the placement of RIP-RAP or other material on coastal or inland resource areas ATEGORY 3 $525 PER ACTIVITY TOTAL CATEGORY 5 ACTIVITIES �• SITE PREPARATION for ANY development other then TOTAL FILING FEE CALCULATED S 250.00 fora SFH INCLUDING removal of vegetation, PERSON CALCULATING FEE SCHEDULE (Print Name) excavation A grading when actual construction is NOT proposed Under this NOI RORFRT LFONAPn � CONSTRUCTION OF EACH BUILDING within commercial, ADDRESS GULF OF MAINE RESEAT�H CENTER, INC. • Industrial# institutional, or apartment/condo/ 204 LAFAYETTE ST. SALEM, MA 01970 townhouse type of development, ANY PART of which TELEPNO ER 508-745-66 8 ' is In a BUFFER ZONE or RESOURCE AREA. Associated activities, site preparation ratention/detention SIGNATUREI GTE 3/13/90 basin construction,septic systems, parking lots, utilities, point source diecherges, sewerage treatment ' MACC Newsletter 7—: 1 Salem« • Hospital) .� "81 HighlaAvenue03 1sul m, mau hnsetls 01970,TNephode(508)741-1200 .i61 $ ***112.50*** °AY Commosetts cTo"MR ., lU.,.EASTERN179 I'SALEM,MA68A3 • I ' ' 1120 21,956110 1:0113017981: 00 0044 20 ' Salem„ ,ram Hospital : : 81 1Gghland Avenue Sa'=.1M0s huicUi 01970 O { Telephone(508)741--1200' ac ' $ ***137.50*** IAY ro Salem:Conservation EASTERN BANK 63-178 ' SALEM.T,IASSAC USETTS 113 RISE ' 110021,9SSO 1:01130i7981: 00 0044 2110 1 GULF OF MAINE RESEARCH CENTER INC ENVIRONMENTAL CONSULTING SERVICES ' 204 LAFAYETTE STREET SALEM, MA01970 (508) 745-6618 FAX 508-741-8648 C,UIf QF MMNE RESEARCH CENTER RAC. 1 ATTACHMENT 1 Identifying Number: R1 ' Wetlands Report ' Prepared by: Gulf of Maine . Research Center, Inc. ' Salem, Massachusetts 1 1 1 1 1 1 1 ' Wetlands Report Providing Information for ' Notice of Intent Under the Massachusetts Wetlands Protection Act ' M.G.L. c. 131 s.40 for property at ' 81 Highland Avenue Salem, Massachusetts ' Prepared for: Salem Hospital 81 Highland Avenue ' Salem, Massachusetts ' Prepared by Gulf of Maine Research Center Inc. ' 204 Lafayette Street Salem, Massachusetts ' March 13, 1990 1 GULF OF MAINE RESEARCH CENTER INC. ' ENVIRONMENTAL CONSULTING SERVICES 204LAFAYETTE STREET ' SALEM, MA 01970 (508)745-6618 FAX 508-741-8648 tGULF OF MAINE RESEARCH CENTER INC. ' Section I: Introduction ' The applicant, Salem Hospital, 81 Highland Avenue, Salem, Massachusetts, proposes to construct a parking lot with drainage on a ' 4. 48 acre parcel of property on the hospital grounds (Figure 1) . The ' property is identified as Lot 001 of City of Salem assessor' s map No. 24. The Gulf of Maine Research Center Inc. (GMRC) of Salem, ' Massachusetts identified and delineated the boundaries of Wetlands Resource Areas on the property and served as environmental consultants ' for the project. T & M Engineering, Inc. , of Peabody, Massachusetts, ' conducted the site survey and served as the project engineer. Because T & M Engineering, Inc. , went out of business in late 1989, Meridian tEngineering, Inc. , of Peabody, Massachusetts assisted in the preparation of the final Site plan. The site layout will protect the Wetlands ' Resource Areas according to the criteria and performance standards of ' the Massachusetts Wetlands Protection Act (M.G.L. c. 131 s.40) and Regulations ( 310 CMR 10:00) , as well as the City of Salem ordinance ' pertaining to wetlands. This report describes the existing wetlands on the site and discusses measures to protect the interests identified in ' the Massachusetts Wetlands Protection Act and Regulations, as well as ' the city ordinance. The wetland was initially flagged by GMRC in December of 1989. ' Follow-up site visits were conducted on February 20 and 22, 1990 during breezy, clear, and cold conditions. The site contained scattered areas ' of snow and ice. 1 ' 1 tGULF OF MAINE RESEARCH CENTER INC. ' Section II: Site Description and Wetland Resource Areas ' The approximately 4.48 acre site is composed of 1 lot, (see attached plan entitled "Plan of Proposed Parking Lot "R" , prepared ' for Salem Hospital, Salem, Massachusetts by T & M Engineering and ' Meridian Engineering, December 12, 1988, revised March 12, 1990) . Elevations surrounding the area to be developed range from 15 feet ' to 65 feet above sea level. The property contains two vegetated wetland areas separated by an elevated sewer easement. The site ' abuts the existing paved parking lot belonging to Shaughnessy ' Hospital. The northern property line of Lot 001, Assessors map 24, is at the Salem High School, and the proposed site is bordered to ' the south by Emerald Avenue, to the east by Jefferson Avenue, and to the west by Highland Avenue. ' Upland soil at the site belongs to the Chatfield-Hollis-Rock ' outcrop complex and consists of well-drained, moderately deep Chatfield soils, somewhat excessively drained, shallow Hollis soils, ' and areas of exposed bedrock. Wetland soil in the area is primarily Freetown Muck, a poorly drained soil composed of black organic ' matter over sands or loamy mineral material (United States ' Department of Agriculture, 1981) . The upland portion of the property is primarily old field ' growth. These areas contain upland field grasses (Gramineae) , staghorn sumac (Rhus typhina) , red maple (Acer rubrum) , and ' multiflora rose (Rosa multiflora) , as well as occassional red oak ' ( uercus rubra) , red cedar (Juniperus virginiana) , small white pine saplings (Pinus strobus) , and grey birch (Betula populifolia) . A ' small abandoned apple orchard occupies a portion of the site and there are some small apple trees in the upland areas. Herbs at the ' 2 ' GULF OF MAINE RESEARCH CENTER INC. tSite include goldenrod (Solidago sp. ) , chicory (Cichorium intybus) tand St. Johns Wort (Hypericum perforatum) . The vegetative structure of the upland areas, namely perennial herb and shrub species ' associated with secondary growth, suggest that this land has been ' used for agricultural purposes in the past. A more complete list of the upland vegetation is found in Table 1. ' Trees range from 20 to 30 ft. in height, and provide approximately 5 to 10% cover. The 8 to 10 ft. tall shrub community ' provides approximately 10 to 20% cover, while the herbaceous layer ' provides approximately 60 to 70% cover. The Wetland Resource Area at the site is a Bordering Vegetated ' Wetland (BVW) ( 310 CMR 10. 55) associated with a small unnamed brook. The brook enters the site from a round, 36 inch concrete pipe at the ' north portion of Salem Hospital parking lot "J" . The brook then ' travels east, eventually draining into the small body of water (approximately 2,600 square feet area) which empties into the South ' River Flood Control Tunnel. Within the wetland, trees provide 10% relative cover and range from 20 to 40 ft. in height. The 4-6 ft. ' shrub community provides approximately 30% cover, and is primarily northern arrowwood (Viburnum recognitum) , red osier dogwood (Cornus stolenifera) , and high bush blueberry (Vaccinium corymbosum) . The ' approximately 60% cover in the herbaceous layer includes purple loosetrife (Lythrum salicaria) , broad-leaved cattail (Typha ' latifolia) , and common reed (Phragmites australus) . The emergent ' portion of the wetland is dominated by purple loosetrife. The brook draining the BVW runs adjacent to a small abandoned apple orchard. ' A more complete list of wetland vegetation and their affinities is found in Table 1. 1 'GULF OF NWNE RESEARCH CENTER INC. ' A total of 27 stations were flagged; each station represents the ' boundary of the BVW (310 CMR 10.55) (see Appendix II for vegetation analysis methodologies) . ' Section III . The wetland interests on the property subject to protection ' under the Massachusetts Wetlands Protection Act are - public and private water supply ' - groundwater supply ' - storm damage control - flood control ' - prevention of pollution - protection of fisheries ' - protection of wildlife ' The state also mandates that no project shall have an adverse ' effect on rare vertebrate or invertebrate species within a resource area. Lastly, the state regulations (310 CMR 10.02 2b) and the City ' of Salem Wetlands Ordinance provide a 100 ft. Buffer Zone outside ' the Resource Area. Any activity in this Buffer Zone must not destroy or otherwise impair a protected Wetland Resource Area. Section IV: Proposed Activities ' The applicant proposes to build an asphalt parking lot in an area of the Site adjacent to the existing Shaunnessy Hospital parking lot (see Pg. 1) . The proposed parking lot which will occupy ' approximately 4.48 acres will be accessed by Dove Avenue. ' 4 'GW OF MAINE RESEARCH CENTER INC. ' Storm drainage catch basins in the proposed parking lot will be outfitted with MDC oil and grease traps to prevent groundwater and surface water contamination. Three catch basins located in the ' northwestern portion of the property will flow into a central MDC ' trap. Water exiting this oil and grease trap will flow northerly, towards a proposed headwall, and will flow from the headwall into a ' rip-rap lined channel located approximately 20 feet upgradient from the wetland resource area. An additional pair of catch basins, ' located at the eastern portion of the proposed parking lot, will ' drain into a rip-channel to the south. In addition, the applicant proposes to construct two retaining ' walls adjacent to the eastern portion of the proposed parking lot. The southern retaining wall will serve as a headwall for the ' drainage exiting the site via the two easternmost catch basins. ' In summary, construction activities at the Site will include excavation, grading and paving of property at the Site. Some of ' these activities will occur within the 100 foot buffer zone of Boardering Vegetated Wetland (BVW) ( 310 CMR 10. 55) . ' Section V: Impacts and Mitigation No work is to be conducted within Bordering Vegetated Wetlands; ' therefore, no measures and designs are required to mitigate direct impacts to this resource area. work within the Buffer Zone will be ' conducted in a manner that will prevent alteration of the BVW. ' Staked haybales (or silt fences) will be placed immediately downgradient of construction to prevent siltation of the adjacent ' wetland and to delineate a no work zone. Haybales will remain in place throughout construction and until the area has been ' 5 "GULF OF MAINE RESEARCH CENTER INC. ' stabilized. The erosion control barriers will be periodically ' inspected, maintained, and replaced as necessary. Based upon obtained information from the Federal Emergency ' Management Agency (FIRM Map panel 005, Salem, Massachusetts) , the ' proposed residential development falls outside of the 100 year floodplain. Therefore no compensatory water storage is required. tAccording to the most recent "Estimated Habitat Map" for rare and endangered species in wetlands within the Town of Salem ( 1989) , ' the site does not provide rare and endangered species habitat ' recognized by the Massachusetts Department of Fisheries and Wildlife, Natural Heritage Program. Furthermore, no public or ' private water supplies are present within the influence of the proposed project and the BVW contains no fisheries. ' Section VI: Summary The applicant proposes to build a 4.48 acre parking lot with ' drainage on a site containing Bordering Vegetated Wetland (BVW) ( 310 CMR 10. 55) . No work will be conducted in this Resource Area. All ' work in the 100 ft. Buffer Zone will be conducted so as to prevent alteration of the Bordering Vegetated Wetland. Erosion control measures will be implemented and maintained to prevent siltation of ' the adjacent wetland and to delineate a no work zone. The project design complies with all performance standards of the Massachusetts ' wetland Regulation and the City of the Salem Wetlands Ordinance, therefore the interests of the Act and the Ordinance will be protected. 6 1 GULF OF MAINE RESEARCH CENTER INC. 1 1 i 1 Appendix A References 1 Cox, George W. 1985, Laboratory Manual of General Ecology, Wm. C. Brown, Dubuque, Iowa. 248 pp. 1 Roth, Charles E. 1984. The Plant Observers Guidebook. Prentice Hall, Inc. , Englewood Cliffs, N.J. 222 pp. 1 Tiner, Ralph W. , Jr. 1988. Field Guild to Nontidal Wetland Identification. Maryland Department of Natural Resources, Annapolis, Maryland. 283 pp and plates. 1 Massachusetts Division of Fisheries and Wildlife. Natural Heritage and Endangered Species Program 1989. Atlas of Estimated Habitat of State-listed Rare Wetlands Wildlife. Mass. Div. of Fisheries 1 and Wildlife, Boston, MA (Salem Quadrangle) United States Department of Agriculture, Soil Conservation Service. 1 1981. Soil Survey of Essex County Massachusetts: Southern Part. 1 1 1 1 1 .. 1 i 1 GULF OF MAINE RESEARCH CENTER INC. ' APPENDIX B 1 Delineation of the Wetland Plant Boundary ' The Wetland-Resource Area. was-delineated..according. to. the Massachusetts' Wetlands Protection Act (M.G.L. Chapter 131, Section 40) ' and Regulations ( 310 CMR 10.00) , which state, "the boundary of Bordering Vegetated Wetlands is the line within ' which 50 percent or more of the vegetational community consists of the wetland plant species identified in the Act. " ( 310 CMR 10.55) The Act lists four distinct types of Bordering Vegetated Wetland: tswamp, marsh, wet meadow, and bog. Plants not mentioned in the Act but identifiable as wetland species through the use of the United States ' Fish and Wildlife Service Wetlands Plant List, 1988, or through the ' professional field experience of Gulf of Maine Research Center scientists, are used to establish the 50% line of delineation. 1 A number of quantitative ecological techniques and methodologies are available to examine wetland and terrestrial plant habitats. Gulf of ' Maine Research Center delineates wetlands through the use of a line or ' belt transect system (Roth, 1984) (A transect is an imaginary line bisecting a parcel of land) . Transect systems are particularly useful ' for exploring environmental gradients and ecotone ecology. t ., GULF OF MAINE RESEARCH CENTER INC. This methodology relies on careful field observation correlating changes tin vegetation, hydrology, and soils (Tiner, 1988) . Upon arrival at a project site, Gulf of Maine scientists walk the ' area in order to qualitatively evaluate existing topography, wetland, and upland conditions. Hydrologic, vegetative, and soil conditions are noted. ' Once an area has been clearly identified as containing a Wetland Resource Area, the wetland-upland boundary (the "delineation" ) is ' determined. Transect lines running perpendicular to the perceived ' boundary are established at appropriate intervals (generally not more than 30 ft. apart) . Starting at a point where wetland conditions are ' obvious, transect lines are walked upland towards the perceived boundary. Changes in floristic composition and soil properties are ' noted, as is the first point where 50% or more of the plant species are ' no longer wetland species. The transect evaluation continues until upland conditions are clearly obvious. Finally, the transect is walked ' back towards the wetland and the initial 50% boundary determination is re-evaluated and adjusted as necessary. A strip of surveyor' s tape ' ( "flagging" ) is tied around a tree, shrub, stake or other semi-permanent object indicating the boundary location. Field notes are taken indicating conditions and plants upgradient and downgradient of the ' flagged location. The above procedure is repeated along all of the transects and flags are placed along the boundary line. ' Vegetation upgradient and downgradient of the flagged interval is evaluated in 3 layers: canopy ( forest tree communities) ; shrubs or saplings (up to about 15 ft in height) ; and herbaceous vegetation. ' GULF OF NWNE RESEARCH CENTER INC. ' Based upon field observations, a plot is established at the flagged ' interval and the percent cover of each layer of vegetation is evaluated within this plot. In general, a 1 square meter plot is used for the ' herbaceous layer and an approximately 10 square meter plot is used to ' evaluate percent cover of woody vegetation. (up to a 100 square meters plot may be used for mature forest communities) (Cox, 1985) . ' Finally the delineation boundary line is created by connecting the transect points, and a detailed site inspection report is written. 1 1 1 1 1 GULF OF NWNE RESEARCH CENTER INC. ' Table 1 and Table 2 Plant Species Associated with the Site The following list of plant species represents the floristic ' composition at the site. The Commonwealth of Massachusetts ' Department of Environment Quality Engineering (DEQE) recognizes the United States Fish and Wildlife Service National Wetland Plant List ' (Northeast Region) as the definitive source for the frequency of occurrence of plants in wetlands. The following definitions are ' utilized to characterize the plants on this list: ' OBLIGATE (OBL) : Always found in wetlands under natural (nonplanted) conditions (frequency greater than 99%) , but may persist in nonwetlands if planted there by man or in wetlands ' that have been drained, filled, or otherwise transformed into nonwetlands. FACULATIVE WETLAND (FACW) : Usually found in wetlands (67-99% ' frequency) , but occasionally found in nonwetlands. FACULATIVE (FAC) : Sometimes found in wetlands ( 34-66% ' frequency) , but also occurs in nonwetlands. FACULATIVE UPLAND (FACU) : Seldom found in wetlands (1-33% frequency) and usually occurs in nonwetlands. NONWETLAND (UPL) : occurs in wetlands in another region, but not found (<l% frequency) in wetlands in the region specified. If a ' species does not occur in wetlands in any region, it is not on the list. ' DRAWDOWN (DRA) : Typically associated with the drier stages of wetlands, such as mud flats, vernal pools, and playa lakes. NO AGREEMENT (NA) : An unanimous decision was not reached by the ' regional interagency review panel. NO REVIEW (NR) : Those specie that have not yet received ' regional review. ' GULF OF MNNE RESEARCH CENTER INC. ' It should be noted, however, that individual plants from any ' category may be found in a variety of habitats. Occasional wetland plants occur in upland settings, and vice versa. Therefore, the ' relative cover of a number of species provides more useful ' information regarding wetland delineation then does data collected from one individual species. 1 1 < ' GULF OF MAINE RESEARCH CEMER INC. 1 1 TABLE 1 ' SPECIES LIST FOR SALEM HOSPITAL Prepared by Gulf of Maine Research Center, Inc. Salem, Massachusetts 1 1 1 1 1 1 1 1 1 1 ' Salem Hospital Salem, Massachusetts March 1990 SCIENTIFIC NAME COMMON NAME OBL FACW FAC FACU MISC Acer rubrum Red Maple X ' Achillea millefolium Yarrow x ' Ambrosia artemisinfolia Ragweed x Amelanchies canadensis Shadbush x ' Angelica atropurpurea Angelica x Arctium minus Common Burdock UPL ' Asclepias syriaca Common Milkweed UPL Aster novae-belgii New York Aster x Betula populifolia Gray Birch x ' Celastrus orbiculatus Asiatic bitterweeet x Cichorium intybus Chicory UPL ' Cornus stoloniafera Red-osier Dogwood x Euonymus sp. Cuonymus x x tFraxinus americana White Ash x ' Gaultheria procumbens Teaberry x Gramineae (Upland) Upland grasses x x ' Hypericum perforatum St. John' s Wort x Impatiens capensis Jewelweed x ' Juniperus virginiana Red Cedar x Lepidium virginicum Pepper-grass x Lythrum salicaria Purple Loosestrife x ' Oenothera biennis Evening primrose x 1 ' SCIENTIFIC NAME COMMON NAME OBL FACW FAC FACU MISC Onoclea sensibilis Sensitive Fern x ' Phragmites australis Reed x ' Pinus strobus White Pine x Populus tremuloides Quaking Aspen x ' Prunus serotina Black Cherry x rus sp. Apple UPL ' uercus coccinea Scarlet Oak x ' uercus rubra Red Oak x Rhamnus frangula European Buckthorn x ' Rhus lg abra Smooth Sumac UPL Rhus typhina Staghorn Sumac x ' Rosa multiflora Multiflora Rose x t Rubus spp. Bramble x x x Salix babylonica Weeping Willow x Salix sp. Willow x x Salix discolor Pussy Willow x ' Tanacetum vulgare Common Tanzy UPL ' Vaccinium corymbosum Highbush Blueberry x Viburnum recognitum Northern Arrow-wood x ' Viola Sp. Violet x x x x 1 1 ' GULF OF MANE RESEARCH CENTER INC. 1 TABLE 2 ' VEGETATION COMMUNITY ANALYSIS Prepared by: Gulf of Maine Research Center, Inc . Salem, Massachusetts 1 1 1 1 1 1 1 1 VEGETATION COMMUNITY ANALYSIS 1 SITE: SALEM HOSPITAL STATION: #21 OBSERVER: ROBERT LEONARD MA DATE: FEB. ' SALEM 22 1990 HERBACEOUS UPGRADIENT ' Absolute Cover( o <1 %* < 5% <85% species Re ave species Relative species Relative Cover %Cover %Cover t 1 NNE* Rhus typ ina 5 o Gramineae (upland) 50% 2. Rosa multiflora Ambrosia artemisii o is 15% ' 3. Rubus sp. 15% Arctium minus 10% 4. Acer r rum sapl. % Lythrum salicaria 10% ' 5• Tanacetumvulgare 5% 6. enothera biennis 5% 7• Aster novae- elgii 5% 8. ' RELATIVE WETLAND SPECIES COMPOSITION 0% 5% 15% 1 DOWNGRADIENT Absolute Cover % <l % 5 0 60% ' species Relative species Relative species Relative Cover %Cover %Cover l.Salix sp. <10%* Rosa mu tii fora 100% Lythrum salicaria 50% ' 2. Typha latifolia 50% 3 4. 5. 6. ' 7. 8. RELATIVE WETLAND SPECIES COMPOSITION 01yo 0% 100% * Vegetative layers with less than or equal to 10% absolute cover were disregarded. DOWNGRADIENT WETLAND SPECIES CONTRIBUTION: 100% UPGRADIENT WETLAND SPECIES CONTRIBUTION: 15% ' GULF OF MAINE RESEARCH CENTER INC. 1 1 1 ' SITE LOCATION Identifying Number: F1 1 1 1 1 z1 1 �TRT', \4 t1 '>'o $•t7Cfd I to <GoR�qu se /' 1 PI ! f Petei 1 0 ,r r�x I �YLe tZ . gM`15 y rbh • '�� �'NIEAh�' Point 'x Ie y. Fwlod .� All;n ll`)) �ti �F Golt Course�OA,i ll�� RmksLobster REV 114 1" Msd r. 4 RA 1 I 1 d •� I I ao �' 1 � sy 1 Pa ��:"• alem .i J •� rk H Mitudi' r 1! \ • t 'l1 St h 1 1 cil14 .� to o SITE > PA F _ !F , V - � , Long Pt -a' AF As ile � t�M5ubstl /1 _ �I_ -, ' �� �` 1� t O t /�• ��' I 4 w.R'almer AN u ` (� :sb I lu 1 'E�itA � �yPark » i Cker�F \ 1 L \`�- r "�i ( I3M olf Course GNLANO RK ' FIGURE 1: SITE LOCATION SCALE: 1" - 2100' Base Map: USGS SALEM, MA 1979 Topographic Map N GULF OF MAINE RESEARCH CENTER INC. . 1 ' ATTACHMENT 2 ' Site Plan Identifying Number: P1 1 t t ' GULF OF NWNE RESEARCH CENTER INC. 1 ATTACHMENT 3 ' DRAINAGE REPORT ' From: T&M Engineering Assoc. , Inc Identifying Number: P2 1 1 ' cos—J4LEAI ifJcsAirwi �/�✓7 BNEET NO. 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I(/p O<3GNdK�E . 5�-RCtM' {VETZ.,GNO fJREs '_ 1 1 1 "s � a ppQ Q /aa MAO co" 14m l 91 e.5 •.s tw t C I.! ee am 1 e,e p�0 DIot ie SooO p,9 P.V. f •.•a to, /6 C O. r 1 eb io /.5 ..•/ !ee eq d.•Oe /a Af 7 of %iai 1 ad de n s ee fe Sf .f ees e.ee! .a6 1 wa A I,oe/ jw IV VII Af- 6 /S / SO •.fleet 6.e lit If I.eoeae O �� / f 9p O,OOeeD et 10.6 •.5 o•s d.eeoo/ O•4 V •.eeeeee e.? O.f ,C /5.0 a.saeew6 0.2 fl Q 1 M4NN/NCB.? AWWA AZA geA.0N/C SOLUTION , IF KOREA AJIN qqq 'AMMIFIAI FAA T_�b R WIb'&%MMW;AftMWA 1LY—M/IMWRPA2I/fII ME FAA �. FA . 'IWA19MMIR,A50315 MOW W-V. 1 1 SUMMARY OF QUALIFICATIONS ' Gulf of Maine Research Center, Inc. Salem, Massachusetts 1 1 1 1 1 1 1 1 1 GULF OF MAINE RESEARCH CENTER INC. ' ENVIRONMENTAL CONSULTING SERVICES 204 LAFAYETTE STREET ' SALEM, MA 01970 (508)745-6618 FAX 508-741-8648 ' GULF OF MAINE RESEARCH CEIM IIC. ' Summary of Qualifications GULF OF MAINE RESEARCH CENTER, INC. 204 Lafayette Street Salem, MA 01970 ' ( 508) 745-6618 ' The Gulf of Maine Research Center, Inc. is a small business with headquarters in Salem, MA, and branch offices in Lawrence, MA and Portsmouth, NH, (GMRC) which specializes in defining environmental regulations and providing technical consulting ' services to attorneys, developers, bankers, title companies, engineers, industry and government in order to satisfy these regulations. ' When new facilities are constructed or business operations are modified, compliance with federal, state and local laws requires the ' submission of technical information to appropriate regulatory agencies. Projects which have recently been undertaken by the Gulf of Maine Research Center, Inc. , include: * Conducting numerous MGL c.21E site assessments (over 600 in 1988) for the presence of oil or hazardous materials. As necessary, GMRC has coordinated and supervised remedial action programs on contaminated properties, including underground tank removal, groundwater recovery system ' installation and contaminated soil removal. * Preparing Notices of Intent and Wetland Compliance Reports ' for Conservation Commissions throughout the state for installation of submarine cables, seawalls, sewer lines, foadways, houses and drainage structures within the buffer zones of coastal and inland wetland resource areas. * Preparing expert testimony and adjudicatory hearing testimony for Wetland Filings before Mass. DEP for ' projects in Wetland Buffer Zones. * Reviewing and recommending options to engineering companies, ' and city and state officials relative to alteration and restoration of ponds, lakes and fresh and salt water wetlands. * Recommending sewer outfall locations in Lynn, Salem, and Boston Harbor and evaluating impact of sewer pipeline through wetland and shellfish areas in Quincy, Weymouth, ' and Braintree. 1 GULF OF MAINE RESEARCH CENTER INC. t ' page 2 * Obtaining Conservation Commission approvals for Eastern Route MBTA track, bridge and drainage improvements in Salem, Beverly, Wenham, Hamilton, Ipswich, Manchester, t Gloucester and Rockport. * Analyzing technical reports and records of Acid Rain Damage in Massachusetts for New England Electric, Boston Edison, Commonwealth Electric, Northeast Utilities and Eastern Utilities Associates. ' In addition, the staff of the Gulf of Maine Research Center, Inc. , has experience in siting numerous land based and offshore energy facilities including: ' * Obtaining U.S. Environmental Protection Agency (Region 2) N.P.D.E.S. permit to allow ocean disposal of drilling mud and cuttings in the Mid Atlantic and therefore enabled ' offshore oil and gas exploration to proceed. * Preparing permit strategy, documents and environmental ' reports and designing, subcontracting and supervising studies of land, water, and air environment for EG&G New England Energy Park 10,000 ton/day coal gasification ' plant proposed for Fall River, MA. * Preparing permit strategy and documents for proposed New England Electric - EG&G co-generation plant to generate ' process steam and electricity at Millers Falls, MA. * Directing application for waiver of stack tests at NASA ' Hazardous Waste Rocket Fuel Incinerator at Kennedy Space Center. Gulf of Maine Research Center has also arranged and conducted ' a series of U.S. Industrial Pollution Control Tours for selected international environmental officials. This work is being undertaken for the World Environment Center and U.S. Department of ' State (Agency for International Development) . The Center has arranged the itinerary and conducted a tour for the Environmental Protection Minister of Tunisia, who visited industrial facilities in ' Massachusetts, Pennsylvania, New York, Texas and Florida. Similar visits are planned for other senior international environmental officials. 1 ' GULF OF MAM RESEARCH CENTER INC. 1 page 3 The activities in which GMRC engages are multi-disciplinary, ' and they involve interacting with facility managers, attorneys, engineers, geologists, geohydrologists, chemists, biologists, economists and planners. GMRC often works with solid and liquid ' waste disposal alternatives, treatability of wastes, surface and ground water contamination, and the impacts of hazardous materials and chemicals on the environment and on public health and safety. ' The Center evaluates ocean outfalls and impacts to other water uses, defines wetland boundaries, defines compensation for wetland utilization, evaluates feasibility of dredging and disposal of dredge spoils, and prepares Environmental Impact Statements, ' Environmental Impact Reports and applications for environmental permits and approvals. ' Dr. Hugh F. Mulligan, the Director of the Gulf of Maine Research Center, Inc. , consults with other individuals or firms, as necessary, to carry out the Center' s environmental programs. Prior ' to establishing this company, Dr. Mulligan worked for ten years with engineering and environmental consulting firms and spent fifteen years in academic research, teaching and public service. Dr. Mulligan has authored more than 50 scientific publications on Limnology, Aquatic Botany, Phytoplankton, and Oceanography and has presented papers at national and international symposia. He was ' awarded an NSF Fellowship at Cornell in 1961, was awarded a Fulbright Fellowship to develop a Center of Excellence in Oceanography at the University of Karachi in Pakistan in 1975-76, ' and in 1975 was selected by the U.S. and Rumanian Academies of Sciences for a ten-month Exchange Research Fellowship to study the Danube Delta of the Black Sea. He has worked closely with scientists from the Agency foF International Development, world ' Bank, The United Nations Food and Agricultural Organization, United Nations Development Program, and other international agencies. Dr. Mulligan has had considerable experience in working on projects that were quite controversial and often precedent setting. His role has been to design and receive industry and regulatory ' approval for special studies which satisfied the letter of the regulatory requirements and which were technically sound and cost effective. As the studies are being performed, he works closely with regulatory officials to insure that they are .well informed and that the statutory requirements are met. 1 . t ' GUIF OF MNNE RWkQcN mu mc. page 4 ' Additional projects completed by Dr. Mulligan include: ' * Obtaining all environmental permits for Allied Specialty Chemical Oximes Plant in Hopewell, VA. * Designing regulatory studies, preparing a compliance plan ' and obtaining ocean dumping permits for Allied Chemical Company enabling them to discharge industrial wastes into an approved disposal area in the Mid-Atlantic. * Preparing the first Environmental Reports which achieved compliance with U.S.G.S. Regulations and consistency with Coastal Zone Management Regulations for companies ' exploring for oil and gas off Mid and North Atlantic coasts. * Obtaining N.P.D.E.S. permits for Hudson River Power Plants with Thermal Discharge Demonstration Compliance Studies. * Designing and conducting complex studies on the ' Phytoplankton Productivity of Georges Bank for the U.S. Bureau of Land Management which were essential to permit oil and gas exploration. ' * Designing an Ocean Dumping Compliance Program for the . Government of Australia. * Evaluating dredging and ocean disposal of dredged materials for the U.S.Army Corps of Engineers at Roosevelt Roads Naval Base, Puerto Rico. Experience with projects such as these has enabled Dr. ' Mulligan to analyze environmental problems and identify the most cost effective - technically sound solution. Dr. Mulligan can provide a third party role by preparing or reviewing proposed ' scopes-of-work; reviewing proposals and performing a technical overview of reports and studies while the work is in progress. 1 1 ' GULF OF MAINE RESEARCH CENTER INC. Hugh F. Mulligan, Ph.D. President, Chief Environmental Scientist ' Dr. Hugh F. Mulligan is the Director of the Gulf of Maine Research Center, Inc. Prior to establishing this company, ' Dr. Mulligan worked for ten years with engineering and environmental consulting firms and spent fifteen years in academic research, teaching and public service. He has authored more than 50 scientific publications on Limnology, Aquatic Botany, Phytoplankton, and Oceanography and has presented papers at national and international symposia. He was awarded an NSF Fellowship at Cornell in 1961, was awarded a Fullbright Fellowship to develop a Center of ' Excellence in Oceanography at the University of Karachi in Pakistan in 1975-76 and, in 1975, was selected by the U.S. and Rumanian Academies of Sciences for a 10-month Exchange Research Fellowship to study the Danube Delta of the Black Sea. He has worked closely with ' scientists from AID, World Bank, FAO, UNDP, and other international agencies. ' Dr. Mulligan has had considerable experience in working on projects that were quite controversial and often precedent setting. His role has been to design and receive industry and regulatory ' approval for special studies which satisfied the letter of the regulatory requirements and which were technically sound and cost effective. As the studies are being performed, he works closely with regulatory officials to ensure that they are well informed and ' that the statutory requirements are met. Education ' Ph.D. , Aquatic Botany, Cornell University, 1966 Biological Oceanography, Graduate School of Oceanography, University of Rhode Island, 1962-1963 ' M.S.T. , Biology, Cornell University, 1962 B.S. General Science and Mathematics, Salem State College, 1958 ' Publications and References Information on Dr. Mulligan' s publications and references will be provided on request. 1 GULF OF MAY*R85OCNACENTER INC. ' William J. Betters Geologist William Betters' principle duties at the Gulf of Maine ' Research Center include: site assessments. for compliance with M.G.L. ch 218, industrial waste water discharge monitoring programs, hazardous waste site remedial action, 21E project management and cost estimating. Other projects undertaken by Mr. Betters include an assessment of coastal substrate and water circulation. Mr. Betters has concentrated his geological graduate studies ' in Coastal Geology, and has included studies in Sedimentology, Hydrogeology and Geophysics. He is currently a member in good standing of The National Honor Society of Phi Kappa Phi, The ' American Association of Petroleum Geologists, and the Salem State College Alumni Council. He was also a recipient of a Boston College Teaching Assistantship, was noted in the 1983 Who's Who in American Colleges and Universities, and received the Salem State College ' Silver Key Award. ' Education M.S. , Geology anticipated September, 1989. Boston College. B.S. , Geological Sciences/Physics Minor. Salem State College. Magna Cum Laude ' Certification Hazardous Waste Site Activities, OSHA Standard 29 CFR 1910 and SARA section 126(d) 1 t ' STEVEN P. LOW ' Office: Home: Gulf of Maine Research Center Inc. 204 Lafayette Street RR 1 Norton Road, 509A ' Salem, MA 01970 Kittery, Maine ( 508) 745-6618 ( 107) 439-5619 ' EDUCATION: ' Pennsylvania State University University Park, Pennsylvania Master of Science in Geophysics, May 1988 t Thesis: Response of a Conductive Target to Ground-Penetrating Radar Colgate University ' Hamilton, New York Bachelor of Arts,May 1983 Major: Geology ' EXPERIENCE: 1989 - present Gulf of Maine Research Center Inc. Salem, Massachusetts Environmental Scientist/Geophysicist ' Responsibilities include assessing environmental liability under state and federal agencies, and planning and conducting subsurface investigations and ' remediation measures to ensure environmental compliance. ' 1988-1989 Shevenell Gallen and Associates, Inc. Portsmouth, New Hampshire Geophysicist/Project Manager, prepared budgets, ' proposals,and reports for environmental audits and assessments. Supervised monitoring well installation, excavation of test pits, and soil removal; in addition, collected groundwater and soil samples to document soil/groundwater quality. Also responsible for conducting geophysical surveys. 1987 Pennsylvania State University University Park, Pennsylvania ' Teaching Assistant, provided lab instruction in an introductory geology course. Topics included mineralogy, geology. ' Summer 1986 Atlantic-Richfield Company Houston, Texas Geophysicist, correlated well log data, generated ' synthetic seismograms, and interpreted seismic reflection data in order to construct regional structure-contour maps of the Gulf of Mexico. 1 1984-1985 Weston Geophysical Corporation ' Westboro, Massachusetts Assistant Geophysicist, participated in all phases of geophysical projects including project coordination, data acquisition, data reduction, and interpretation. Gained ' expertise and insight into the application of seismic refraction, electrical resistivity electromagnetic, gravity, and magnetic methods in projects of a geotechnical/environmental nature. January 1983 Colgate University ' Hamilton, New York Member, geologic mapping team; responsible for detailed mapping of local structural features as part of a regional ' study in Baja, California. Summer 1982 Member, geology study group; geologic mapping of deformed sedimentary and volcanic units in Granville, New York and ' Acadia National Park. SHORT COURSES ' "Personnel Protection and Safety" , 40-hour health and safetl course sponsored by the Environmental Protection Agency for compliance with 40 CFR 120, April 17-21, 1989. 1 "A Field Perspective on Groundwater Contamination" , John Cherry, sponsored by the Geological Society of Maine, May ' 19, 1988. PROFESSIONAL ' SOCIETIES: American Geophysical Union Society of Exploration Geophysicists National Well Water Association ' President, Student Society of Exploration Geophysicists. EXTRACURRICULAR ' ACTIVITIES: Cycling, backpacking, scuba diving, racquetball, skiing ' REFERENCES: Available on Request 1 1 1 ' GULF OF MAINE RESEARCH CENTER INC. Lawrence H. Lessard ' Environmental Scientist Lawrence Lessard's responsibilities include geological and ' hydrological site assessment, hazardous waste site assessment, and ground water flow and contaminant transport modeling. He is knowledgeable in hydrologic transport, boundary-layer atmospheric transport, acid deposition processes, geology, statistics, numerical ' methods and instrumental analysis. Prior to Mr. Lessard's employment at Gulf of Maine Research ' Center Inc. , he worked on several federally funded research projects including: The Integrated Lake-Watershed Acidification Study (ILWAS) , the Aluminum Biogeochemistry Study (A1Bios) , the Mountain-Cloudwater Chemistry Project (MCCP) and the ' Forest-Atmosphere Interaction Study. At Colgate University Mr. Lessard received High Honors in Geology, obtained a Mobile Research fellowship and was an NL Industries Scholar. At the University of Virginia he was awarded both teaching and research fellowships. Education ' B.A. , Geology 1985. Colgate University High Honors, Geology. M.S. , Environmental Sciences, 1989. University of Virginia. ' Thesis: The Variability of Acidic Gas and Particle Concentrations and Deposition Rates in a Virginia Deciduous Forest. ' Professional Presentations ' Concentration, Movement and Profiling of Some Reactive Atmospheric Gases and Fine Particles with Annular Denuder Atmospheric Samplers. AMS. Sixth Annual Symposium on . Meteorological Observation and Instrumentation. New Orleans, LA January 12-15, 1987. Feasibility of Annular Denuders as a Measurement System for ' Concentration Gradients of Some Gases and Particles in a Deciduous Forest Canopy. Enviro Days. University of Virginia, Charlotesville, VA February 26-27, 1987. Publications Krovetz, D.O. , J.T. Sigmon, M.A. Rieter, L.H. Lessard, and F.S. Gillium. 1989. An Automated System for Air Sampling with Annular Denuders at a Remote Site. Environmental Pollution Vol. 58 pp 97-107. ' Lessard, L.H. and J. Sigmon. 1987. Concentration, Movement and Profiling of Some Reactive Atmospheric Gases and Fine ' Particles with Annular Denuder Atmospheric Samplers. Proc. Sixth Symposium on Meteorological Observation and Instrumentation. Gilliam, F.S. , M.J. Estes and L.H. Lessard. 1987. Chemical Interactions of Precipitation, Cloud Water and Dry Deposition with a Montane Hardwood Forest Canopy. Bull. Ecol. Soc. Am. ' 68: 310. ' GULF OF MAINE RESEARCH CENTER INC. 1 John A. Bleiler ' Ecologist/Biologist John Bleiler performs consulting services in the areas of wetland resources and wildlife habitat evaluation. He is involved ' with the identification, delineation, and replication of wetland resource areas. He is knowledgeable in ecological data collection, field methodologies, and technical report writing. ' Prior to Mr. Bleiler's employment at Gulf of Maine Research Center Inc. , he was employed as an environmental education ' administrator at the South Shore Natural Science Center and the Nantucket Science Center. He has authored articles for both technical and popular audiences. Mr. Bleiler' s field experience is diverse. He has worked in coastal and inland wetlands, northeastern ' and southeastern North America, and in the neotropics. Education ' M.S. 1985 University of Kentucky: Biochemical Ecology (worked under joint advisors from the University of Kentucky and University of Pennsylvania) . Thesis Biochemical Ecology ' of Canavanine-eating Seed Predators. Academic Fellow. B.A. 1983 Biology with honors. Bard College. ' Publications Bleiler, J.A. , Rosenthal, G.A. , & Janzen, D.H. 1988. ' Biochemical Ecology of Canavanine-Feeding Insect Seed Predators. Ecoloov 69(2) 427-433 ' Dunwiddie, P. & Bleiler, J.A. 1988. Ponds of Nantucket. The Maria Mitchell Science Center Bleiler, J.A. & Hatch, H. , (eds) 1988. A Natural History ' Guide to Thompson Island Rosenthal, G.A. Berge, M.A. , Bleiler, J.A. , Rudd, T. 1987. ' Aberrant, Canavanyl Protein Formation and the Ability to Tolerate or Utilize L-Canavanine. Experientia ( 43 ) 558-561 ' Bleiler, J.A. 1987. A Key to the Trees and Shrubs of Thompson Island Bleiler, J.A. 1986. Heathlands of Nantucket. Nantucket ' Vacation Guide, Nantucket Chamber of Commerce (reprinted, 1988, by Maria Mitchell Science Center) . ' Bleiler, J.A. 1986. Bogs of Nantucket. Nantucket Vacation Guide, Nantucket Chamber of Commerce (reprinted, 1988, by Maria Mitchell Science Center) Numerous natural history articles in newsletters and newspapers ' GULF OF MAWS RESEARCH CENTER INC. Nikki J. Korkatti ' Chemist/Biologist Ms. Korkatti's responsibilities include chemical waste ' management, industrial wastewater pretreatment studies, analysis and system development to meet local ordinances, discharge permitting, wetland resource evaluations and site investigations for hazardous ' materials. She also has extensive experience in fish population studies, species distribution patterns and their relationship to oceanographic features and processes. She holds a Class 4 waste water operators license. Education institute in Marine Science, Salem, Massachusetts. 1978 Simmons College, Boston, Massachusetts, MA, Biology. 1973 ' Northeastern University, Boston, Massachusetts. BA, Biology; Minor, Chemistry. 1967 1 ' GULF OF NWNE RESEARCH CENTER INC. 1 ' Susan Moir Dunsmore Geologist t Susan Moir Dunsmore is a Geologist/Geohydrologist. Ms. Dunsmore's responsibilities include geological site assessment, hazardous waste site assessment, underground tank removal, ' contaminated soil classification and hydrologic investigation. She is knowledgeable in environmental data collection, and federal and state regulations related to water quality and hazardous waste. Ms. Dunsmore is also experienced in the identification and delineation ' of wetlands and the regulations related to their protection. Prior to Ms. Dunsmore's employment at Gulf of Maine Research ' Center Inc. , she worked for four years at The BSC Group of Boston, Massachusetts where she conducted numerous geologic and hazardous waste site evaluation studies. ' Education B.S. , Earth Science with Biology minor, Salem State College, 1982. Support courses: Hydrology, Field Geology, Cartography, Land Use Planning, Conservation of Natural Resources, Environmental Sciences and Air Photo Interrelations 1 1