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PLUMMER HOME FOR BOYS � Plummer Home for Boys AC ' �.CQW n I" . opk �`'� 3latutittg earl g, aff 2 61979 LErl REQUEST FOR REVIEW COMMENTS 'E!'Xi �i CIl'1' G DEPT. SPECIAL PERMIT DATE: O<', TO: ( ) Building Inspector ( ) Conservation Commission ( ) City Engineer ( ) Other: ( �( ) Board of Health Attached please find the application referenced below. The Planning Board requests that you review this application relative to Section VII of the Zoning Ordinance. We would appreciate your completing the form below and returning it to us. Notice of the public hearing for this application will be forwarded to you. ( x ) WETLANDS & FLOOD HAZARD DISTRICTS ( ) CLUSTER DEVELOPMENT ( ) PLANNED UNIT DEVELOPMENT APPLICANT: / m^P t✓m>- � � PROTECT NAME & ADRESS: CONTACT PERSONS AND PHONE: Applicant: Z� City.* COM21ENTS DUE BY: ,b1 (Failure tocomment�5 days shall be deemed lack of opposition.) I (XX) Concur with proposal (Explain on reverse side) ( ) Need more information (Explain on reverse side) ( ) Cannot concur with proposal (Explain on reverse side) ( ) Comments included ,f�/kn �. � Health Agent 11/2/79 'REVIEWR'S SIGNATURE TITLE DATE / 1 Visited site, viewed plan, concur with proposal At the Board of Health Meeting held November 13, 1979 Motion was made and passed to grant approval. CITY OF SALEM MASSACHUSETTS APPLICATION _ SPECIAL PERMIT WETLANDS AND FLOOD HAZARD DISTRICTS Y SALEM,MASS, U . Applicant: PLUMM,R HOWT FOR BOYS Address: Winter Island Rd. , Salem City Clerk stamp. Telephone: 701�'_ Owner: The Trustees of the Plummer Home for Boys � t Address # x_ Location of Property: G LZM > VASsS - Project Description: Tke irnstallati�oAj f a_ riprav seawall _ a I. It has been determined by the Building Inspector that the above property ' -lies in the followingaxea(s) : ». ±- A. Wetlands District tr£ , �1W, � R Wet2anda ( ' Buffer Zone - B..T Fla od Hazard District=T i w• • Zone •A Zone A3 ( ) Zone V3 - : Ii.T InformatiOn-,required includes this application and the following"additional , information'-(file one 'copy of everything with the City Clerk and. five .'_z copies with the Planning. Board ; all copies must be stamped by the City Clerk) : V A. A site plan at a scale of 1" equals 201 prepared by a registered .' land surveyor or registered professional engineer and showing at least the-following; ] c t`1; L' I� lines within'-(which the development is proposed and the tie- `. - inIto,Ithe nearest 'road intersection; 2. The location, boundaries, and dimensions of each lot in question; ­ 3. Two-foot contours of the existing and proposed land surface; . 4. Location of existing and proposed structures, water-courses,. . ti drainage and drainage easements, means of access, utilities,. and sewer disposal facilities including leaching fields, if any. -Proposed elevations should be noted. i . • ; ..*- a 5. Boundaries of all districts, areas and zones as noted in Section 1. - -2- l B. In the Wetlands District, a determination by a qualified engineer of the seasonal high water table, performe3 during the last two weeks of March or the first three weeks of April. A minimum of two percolation tests for each leaching area shall be performed. . C. In cases of flood-proofing or pile construction, certification by a registered professional engineer or architect as to .the elevation' of flood-proofing measures and as to compliance with the ; applicable sections of the Massachusetts State Building Code concerned with flood depths, pressures, '�Locities, impact and uplift forces, and other factors associated with the base flood. Where specific methods or techniques have been previously certi- fied, the Planning Board may ,waive this requirement. D. A, list of Federal, State, and other local permits required by the applicant. E. .Descriptions relative to all conditions applicable in Section III .below. III. Conditions (Complete those sections "indicated ' (x) by the-Building Inspector) _ k't'In the-Wetlands. andTFlood Hazard Districts no structure or building, t Tincluding pipes,and.wells,- shall be erected,` constructed, substantially „ improved, enlarged, orNotherwise created or moved; no area-shall,- be 1 paved; no`earth"or other material shall be stored, dumped;used.as'; fill,`'excavate d, or transferred and no sediment shall be caused to ., r- ' q s _z Abe discharged from or onto a-we�and,,.unless all"'the following condi _ A tions are 'found toaexist as part o£. the granting of a Special Permit by j the Planning Board (Use additional;:pages if-,necessary) : 1�A. ;All Districts: ,�, Y vg . as ..i.w t" .F • .. (X) t 1:' -The proposed use will comply in all respects to the uses and Fprovisions-'of the underlying District in which the land is _ located. Yes meq_ ^Mo ' (X) 2: There'is adequate .convenience and safety of vehicular and pedes trian movement within the site, and' in relation to adjacent ' ' streets and.property, particularly `in the event of flooding +, of the'lot(s) or adjacent lot(s) caused"by"either overspill. from wate.r•bodies or high runoff. y A . (X) 3. Utilities, including gas, electrictity, fuel, water, and sewage disposal, shall be located and constiucted so as to protect against breaking, Peaking, shortcircuiting, grounding or igniting or any other damage due to flooding. (Provide details) NOT ARFLI9AW (X) 4. The cumulative effect of the proposed development or use, when combined, with all other existing and anticipated'development" and useswill not obstruct or divert flood flow;-`substantially , reduce natural flood-water storage capacity in the local 3 .- , .R . drainage area; destroy valuable habitat for wildlife including _ fisheries or shellfisheries.; adversely affect groundwater .. resources or increase storm water run-off velocity so that { water levels on other, land are substantially. raised or.,the = danger 'from flooding increased. 7 -' Tk-l& pxop-osed seawall will azo sligktr>• 'redirect""the x water raaolf due for tke new sl.oge al®=g tke ezi izg baa& El ¢ ILA �.s+i:n R w .. .i.. � �c - - L - 2.dL i r�F�' •��ns+.s.. n r1 V • - y� i . , lB I�'WetlandSrDistrict: The .proposed development or use shall not include-the.storage of salt, chemicals, petroleum products or other 'conta minting". substauces, or discharge of any polluting liquids 'or•materials into streams, brooks or wetlands. (The polluting effects ' of A. substances:on the Wetlands are to be gauged by'the._"Rules and" ' '., Regulations for the Establishment of Minimum.Water Quality 3 _ y Standards.-and for the Protection of'the Quality °and`Value of Water',Resources" of the Commonwealth- of Massachusetts.) . HO* appal laarlt' -y.:.4 __ - F+✓ O 2. . The floor level of areas to be occupied by human beings as living or work space shall be four (4) feet or more above t the seasonal high water table. + i _A applicable44, ,., r: .-�(')•-"""'" 3:-^If- the basement -floor level is-below. the'_-seasonal_bigh_water table-and affords the possibility' of human occupancy at-some- -,future tsome-'future date, although not•originally intended, adequate perimeter. drainage and foundation shall be installed' to with t.' stand .theroeffect of pressure and seepage. Furnace and utilities w 1 are to be protected'from the effects of leaching. (Provide details) RApplies ( )' .Does not Apply + sa t O� u 4." If the lot is to be served by an lot septic, system, the t _ ate., -leaching,area designed for use,�,as well as a reserved•area for,future expansion or total future use, shall be plotted'with s dimensions on the site plan;�and the leaching areas shall not r < . a � =� -� be constructed where the seao snal-High watei tab3eis`less- j Athan 4 feet below„tfie bottom afthe leaching`areas. --- x A iesl )See site' lan_ C. Flood Hazard District "(all zones) O 1. The floor of the basement, or if none, the lowest floor of c s #_ new:construction,or aubstant-ial;improvement of structures for y c . residential"'uses..shall be at. or ,above the 100 year flood level s ' v _ NOT.APPI.ICAB�� - O 2. The floor of.the'basement, or if none; the lowest floor of {* new construction or substantial improvement of,structures for non- residentialuses shall be at.or above the 100 .year-flood level or the structures shall be flood-proofed to that level in compliance with'the: applicable requirements of the.MassachusettS - State Building Code. Flood-proofing measures shalltiinsure °r -- • that the structure is watertight and that structural components. have the capability of resisting hydrostatic and hydrodynamic_ r loads and the effects of bouvancy. 'i T. a NOT A?PZIC.�sr.� 1 • . D. Flood Hazard District, Coastal High Hazard Area (Zone V3) : ( ) 1. New structures or substantial improvements shall be located landward of the reach of Mean High Tide, Tin? APPT TMAUT P. - ( ) 2. New structures or substantial improvements shall be elevated on adequately anchored pilings or columns, and securely anchored to such pilings. or columns so that the lowest portion of the structural members of the lowest floor- (ex= cluding the pilings, or columns), is elevated to or above the 100 year flood level. Space below"the lowest floor shall be free of fixed obstruction. . '(Provide details) NOT " A, PT,TQ ARTk' rE' �. (~) 3. The support ofdnew structures or substantial improvements shall , .' m not be-, in whole or in mart;by the use of fill =—(Provide�.,details) s x a x`31� j'+.-qi+ s-s'R^'pe`.` 'v IV. Procedure The Planning Board-shall,ywithin 7' d. after the filing of this. application, transmit one.copy of said application,.plans_and all other submitted-information to the'Tnspector­of Buildings ty Engineer,. Board of Health and Conservation*Commission who"may, at their disc reti'on`12 ° , y investigate the application and.reportrin writing their recommendation to the Planning Board'. The Planning Board-shall not.take"-final'action on such -application until',it has ,received a report 'tbereon fromthe Inspector, of Buildings, City Engineer, Board of Health and Conservation Commission or until thirty five_'(35)` days have elapsed after disn-' ` tribution of such 'application without a submission"of .a. report.. :The, Planning. Board`Shill hold4a Public Hearing; on said'`_application as soon as possible 'after receiving the above reports, in accordance with'` A_74«__ - ;.Chapter„40A of' the'Massichusetts General Laws. :The Planning=Board , 4 _ - ” `�' shall-notify-thez`applicant in writing of `its' decision on the 'special7_4*.._, W permit.. The decision shall document the proposed development or use and the grounds for grantingor .refusing the special permit _. The ~' ._,,,.........®.s. .._.._. i ..: Vim' ..... ...�- :.-w---+--rte...... Q ` F� ,u �"T w 1'.' r� ,:-,. .�W' r 1 wa•r"'ei j 4) .;,�'Xy M' �+,r�» y , 03 rO' n b 'ra4 :6—,u y5r V f� a — , � P >V era ' . a F'TD- P Pw •,..e:- '• N 'to P. H '.,'t P t , ry .r " A rr }.y , C' to (I1 pPµ _h '.JP H K H .pp Zti x P v ! 1 * -.-N 0, MCL N j ' •I' r 1 JM F�,� a fW p e7 j I. F y �Y'}}� : h H O P N O aq N w 91. M .rwt t... 1f F f,. kr, }� r . ,� ,. < r X PV n (D CL f8 -4*. .{, w. fD F m O' w w < !C In P.N N a , yFV i ( m , O (D o w " y i I M CLNWw ais jy r fg � s et a Hmro m n I Y, tr+ s +:. .$, O O P. O V) rt 'd rt 2 tl H, fn (D w w O O I I, - t �'� T , a w W N• H (n rt m 1 r ( r•, .. - na u r r i S 4j f �, N N P O O ,'t N 5 1D P. H .� (D n rOiy m w w Wrtx < b CO (D' N (D b f } J p f.? n + a. w aDH o y1 , + «': a t d^ S ' CO (D P'yC M r�•- • '� w (n N O m H lip11 il R tl-3 , yry {r(r', µ CL C7 co C Tl N H • .n .,.,1 r..y ,..b ,NS` ,,+w. ' e r;,I}"r� ....�'+ �r " ' .�"',,, c w.+ : �- i 1IIpI�l0 c '{N" ,`"" 'yh.`SPt .. ..p, IHD N yE 36 qr dF `! h N, W 9 • n t 9. F rt W to p' • S"1 l W. : + .a.:' .a d ,�' Y f 1�, Y'} - k:k M N M o0 n ,+ae a t a w. ( rr q r} N n <- W. O w x 7' O H m . r. I nm ro , i 4 ( FI C ' y' y a µ �f: r � n a v $�s, '• ' `i a .'y�` Lr �' h' " .rf g - 'O. I W. .. � 1] r 1 ..1' •Y, fi ` I g� � , E� fl� d i 7F .. l � � _ �f,. Jr'„" 4:J r a - '' `Y�"y µ,' w. �"41 r 1 111 ,I ,7{ ,g r r STRUCTURES ENGINEERING 15 ANDERSON DRIVE MARSHFIELD, MASS. 02050 834-7494 SPECIFICATIONS FOR RIPRAP SEAWALL PART I : GENERAL Section I : Description This section describes the requirements for the furn- ishing, installation, or relocation of new and existing riprap. The scope of the work includes all labor, materials, equipment, tools, supplies, transportation and power required to complete the riprap installations as shown on the plans and specified hereinafter. Section II >I Excavation and Backfill A. Excavation and backfilling work shall be performed in accordance with the. Massachusetts State Building Code and the Standard D.P.W. Specifications, Sections 120, 140, and 170. B. Any surplus excavated materials shall be removed and disposed of off the project site as directed by the Town. C. The location of the new top of seawall as shown on the drawings is an approximated location and may be varied according to approval by the Engineer. The new location may be adjusted in order to balance the excavation and backfilling quantities. Section IIIc Quality Assurance A. The stone to be used will be accepted only after its suit- ability has been established to the satisfaction of the Engineer. B. Tests, additional to those specified hereinafter, for slaking or other undesirable qualities may be required as determined by the Engineer. C. The stone to be used will be accepted only after its suit- ability has been established to the satisfaction of the Engineer. The stone source will be inspected at the quarries and quarries approved prior to shipment. D. Approval of samples submitted, or of the quarries, shall not be construed as a waiver by the Engineer of the right to reject any stone which does not comply with the requirements noted here- inafter. E. Conform to all applicable requirements of the Town of Salem, and the Commonwealth of Massachusetts regarding handling, delivery, and installation of riprap stone. F. Rejection: If, during the progress of the work, it is found that the stone being furnished by the Contractor does not fully meet all the requirements of these specifications, the Contractor shall be required to furnish other stone of acceptable quality. The Contractor shall dispose of all rejected stone in a manner approved by the Engineer. The- right is reserved to .reject materials from certain localized areas, zones, or channels in the quarry when such materials are .determined to.. be unsuitable. Section IV: Submittals A. Samples : Submit samples of proposed stone as directed by Engineer. B. Quarry Approval: Submit to Engineer name and location of proposed quarry for approval prior to shipment of any stone. C. Delivery Method: Submit to Engineer, for approval, pro- posed procedures for delivery of stone, prior to shipment of any materials. Section V: Job Conditions Prior to commencement of any work, Contractor shall visit job sites and examine and verify all conditions that affect the optimum delivery, installation, and/or relocation of riprap. PART II : MATERIALS A. Stone Quality: All stone used..in the. work .shall be quarried, angular, sound, hard, dense,-..durable stone .of good quality and highly resistant to weathering and disintergration under the action of sea water and alternate freezing and thawing. Accord- ingly, mica schist, slate, micaceous or thinly-bedded sandstone, shale, coarse limestor% gypsiferous rock, poorly cemented sand- stone conglomerate or soft or closely jointed rock of any sort shall not be used. The rock shall have the physical properties ) required by ASTM C33 for quarry rock suitable for producing coarse aggregate for concrete , in accordance with ASTM C88 and C131, respectively. The requirements of the abrasion test for all rock shall be a maximum loss of 40 percent. All stone shall not weigh less than 160 pounds or more than 17$ pounds per cubic foot, as determined by the standard test for apparent specific gravity (ASTM C127) , using representative chips about one inch in size taken from the stone as furnished. B. Classes of Stones The stone shall be Class A and Class B and shall be placed in the locations shown ori the Plans: 1. Class A Stone : Shall have a minimum weight of one and one-half tons, a maximum weight of three tons. No boulders or flat slabs in which one dimension is less than one-third of any other dimension shall be used for Class A stone. 2. Class B Stone : Shall have a minimum weight of one-third ton, a maximum weight of one-half ton. No boulders or flat slabs in which one dimension is less than one-third of any other dimension shall be used for Class B stone. PART III : EXECUTION A. Upon completion and approval of the excavation or as the Engineer may direct, stone of the various classes shall be placed to full course thickness at the location and to the lines and grades shown on the Drawings. B. Placement of stone shall follow immediately after approval of excavation in order to prevent movement of sand and beach stone back into the excavated area. The Contractor shall place all classes of stone to form a compact mass with a minimum of voids so as to avoid displacement by the sea and to conform to the cross-section shown on the plans. The Stones shall be of non-uniform size as far as practicable, and segregation of uniform sizes stone in any part of the structure shall be avoided. No large voids underneath Class A or Class B Stone shall be left unfilled. C. Class A or Class B stones shall be placed with the angular edges protruding upwards within the tolerance shown on the plans. D. The stones placed in Class A or Class B zone shall not be more than 6 inches inside or 12 inches outside the slope lines shown on the plans. E. During construction, the Contractor shall take all necessary precautions to prevent displacement of shore protection by the sea and from all other causes. Any stone displaced by the sea or by other causes during the progress of the work shall be replaced by the Contractor without additional cost to the Owner. PART IVs CONTRACTUAL REQUIREMENTS A. The contractor agrees to enter into and abide by the contractual requirements as set forth in the included sample agreement. B. The bid prices submitted for this project shall consist of two lump sum prices as follows: 1) All work as shown on the plans and specification, and 2) All work as shown on the . plans and specifications between points A and B. The Owner shall accept one of the lump sum bid prices prior to entering into any agreement. 1. AGREEMENT: This Agreement is made on between Date of � Contractor Address , hereinafter called "Contractor", and Telephone of Owner 7 Address) hereinafter called "Owner" , for work to be done at Address , 2. WORK: Contractor agrees to perform all required work as shown on the plans and specifications as prepared by Structures Engineering, 1.5 Anderson Drive, Marshfield, Mass. , hereinafter called "Engineer", for the construction of the seawall as shown. 2 3. PRICE: Contractor agrees to do such work for no more than the price of $ Cont.tactor understands it is Iiis responsibility ori comlilcElot% of the work , before final pay- ment to furnish owner with an itemized statement of work done. The statement shall include: 1) a list of parts and materials, Including a statement of whether the parts and materials are new, usel or rebuilt; 2) the cost to the Owner of such parts and materials and 3) the number of hours of labor charged to the Owner. If the Mork is done by someone other than the signing Contractor, the statement shall also include: 4) the name of the person or persons who actually did the work . 4 . EXPRESS WARRANTY : Contractor yuarantees to Owner , that .all materials incorporated into the work will be new unless other- wise specified or agreed. Contractor also guarantees that all work will be crone in a workmanlike manner, free from defects , and in conformance with any -specifications mentioned in para- graph !2 . work under this Agreement is guaranteed for one year . If any defect in materials or workmanship arises within this time , Contractor agrees. to repair such defects and to bring the work up to the standards required under this Agreement at no additional cost to Owner. This guarantee in no way limits or supersedes any other remedy available to Owner under the law in the event of defective work. 5 . TIIE INSPECTOR: The Inspector for this Project is the Owner or the- Owner' s designee. The Inspector shall at all times have access to the work whenever it is in preparation and progress. On the basis of on-site observations the Inspector will endeavor to guard the owner against defects and deficiencies in the Work of the Contractor. The Inspector will not be required to make continous or exhaustive on-site inspections of the work and will not be responsible for contractor means, methods, techniques sequences or procedures and will not be responsible for the Contractor's failure to carry out the Work in accordance with this contract. The Inspector will have authority to reject Work which does not conform to this contract. b. PAYMENT: The Contractor shall be paid 501 of the Contract Price within 30 days following the Inspector' s approval of completion of So% of the Contract Work and shall be paid the remaining balance of. the Contract Price 30 days after the Inspector ' s approval of 1001 completion of the Work. However, payments may be withheld on account of: (1) defective Work not remedied. (2) claims filed, (3) failure of the Contractor to make payments properly to sub-contractors or for labor, materials or equipment. The preceding notwithstanding, Final Payment shall not be due until the Contractor. has delivered to the owner a complete release of all liens arising our of this Contract or receipts in full covering all labor, materials and equipment for ...... ........................... ................................. ............................................................... ...... ............... .......... ........ ................................... - 3 - which a lien could be filed, or a bond satisfactory to the Owner and Inspector indemnifying the Owner against lien. 7 . COMMENCEMENT AND COMPLETION OF WORK: The Contractor will begin the Work described in paragraph #2 of this agreement on Date Work shall be completed as soon as possible, but in no event later than days from the date of com- mencement. 8 . PERMITS : Contractor certifies that he will obtain any necessary permits or other documents which are required for the Work being done . Such official fees shall be disclosed as an item of cost . 9 . LICENSING: Contractor certifies that he has complied with any applicable licensing laws . Contractor is licensed as with license number 10 . INSURANCE & BONDING: Contractor is insured by (Name of Insurance Co for injury incurred by contractor or his employees or agents while they are working under this Agreement . Contractor is insured by for public liability . (Name of Insurance Co . Contractor certifies that he will maintain these or equivalent policies in full force and effect throughout the duration of this - contract . The contractor shall supply a performance bond in the amount of the total contract price. The bond will be issued by 11 . CONTRACTOR' S RESPONSIBILITIES : Name of Bonding Agen The Contractor shall supervise and direct the Work, using his best skill and attention. The Contractor shall be solely responsible for all construction means , methods , techniques , sequences , and procedures and for coordinating all portions of the Work under the Contract . Unless otherwise specifically noted, the Contractor shall provide and pay for all labor, materials , equipment , tools , construction equipment and machinery , water , heat , utilities , transportation , and other facilities and services necessary for the proper execution and com- pletion of the Work. The Contractor shall at all times enforce strict discipline and good order among his employees , and shall not employ on the Work any unfit person or anyone not skilled in the task assigned to him. The Contractor warrants to the Owner and the Inspector that all materials and equipment incorporated in the Work will be new unless otherwise specified, and that all Work will be of good quality, free from faults and defects , and in conformance with the Contract Documents . All Work not so conforming to these standards may be considerod defective. The Contractor shall pay all sales, consumer, use and other similar taxes required by law and shall secure all permits fees and licenses necessary for the execution of the Work. The Contractor shall give all notices and comply with all laws, ordinances , rules, regulations , and orders of any public authority bearing on the performance of the work, and shall notify the Inspector if the Drawings and Specifications are at variance therewith. The Contractor shall be responsible for the acts and omissions of all his employees and all Subcontractors, their agents and employees and all other persons performing any of theWork under a contract with the Contractor. The Contractor at all times shall keep the premises free from accumulation of waste materials or rubbish caused by his operations . At the completion of the Work he shall remove all his waste materials and rubbish from and about the Project as well as his tools, construction equipment, machinery;' and . surplus materials, and shall clean all glass surfaces and shall leave the work "broom clean" or its equivalent , except as otherwise specified. The Contractorshall .indemnify and hold harmless the Owner and the Inspector and their agents and employees from and against all claims , damages , losses, and expenses including attorney ' s fees arising out of or resulting from the performance of the work, provided that any such claim, damage, loss or expense ( 1) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangihle property (other than the Work itself) including the loss of use resulting therefrom, and (2) is caused in whole or in part by any negligent act or omission of the Contractor, any Subcontractor , anyone directly or indirectly employed by any of them or anyone for whose acts any of them tnay be liable , thc indemnification obligation under this paragraph .hall not be limited in any way by any limitation on the amount or type of damages , compensation or benefits payable by or for the Contractor or any Subcontractor under workmen' s compensation acts , disability benefit acts or other employee benefit acts .The obligations of the Contractor under this Paragraph shall not extend to. the liability of the Inspector his agents or employees arising out of (1) the preparation or approval of maps , drawings, opinions , reports, surveys, Change Orders, designs or specifications, or ( 2) the giving of or the failure to give directions or instructions by the Inspector, his agents or employees provided such giving or failure to give is the primary cause of the injury or damage. The contractor agrees to abide by all conditions and requirements of the attached General Conditions (exhibit "A" ) which pertain to the work in this contract, The contractor shall provide a complete copy of this contract to each of his subcontractors, if any. 12. NODIriCATION : The Owner without invalidating the Agreement, may order Changes in the Work consisting of additions , deletions, or modifications, the Contract Price and Completion Date being adjusted accordingly . All such chan(jes in the Work, shall be authorized by the written Change Order signed by both the Owner and the Inspector. The cost or credit to the Owner from a change in the Work shall be determined by mutual agreement of the Owner, Inspector, and Contractor. 13. ADDITIONAL TERMS: Additional terms mutually agreable to the Owner and Contractor may be inserted here: CONTRACTOR and OWNER HEREBY AGREE TO THE ABOVE TERMS (sign all three copies and deliver one completed signed copy to each: Owner, Contractor and Engineer ) . (Contractor 's Signature) (Date) (Owner ' s Signature) (Date) GENERAL CONDITIONS 1. All necessary measurements must be obtained and/or verified by the contractor. The contract drawings supplied 'are intended to illustrate the contracted work and may not necessarily show all of the detailed work required. 2... . Building Codes--All work to be done shall be subject to the current regulations of the Building Code and to all other State or Federal applicable codes, regulations, laws and ordinances. 3. Daily clean-up and removal from site of all debris and waste materials resulting from his work shall be the responsibility of the Contractor who will keep the premises clean and orderly at the end of each work day and upon completion of his work, remove all debris, have premises swept clean, etc. 4. Salvage materials and equipment that have been removed and re- placed as part of the work shall belong to the Contractor unless otherwise arranged by the Owner. 5. Protection of Work and Property. The Contractor shall adeq- uatedly protect the work, the. owner' s. property, and the public, and the Contractor shall be :responsible for any damage or injury due to his act of neglect. When adjacent property is affected or endangered by any work done under this contract, it shall be the responsibility of the contractor to take at his espense whatever steps are necessary for the protection of the adjacent property and to notify the owner of such possible hazards. • f 6. Indemnity Agreement--The Contractor agrees to hold -harmless the Owner. and-. indemnify Owner' s Name him against any and all suits, actions, and claims for property damage and personal injury arising from or because of the execu- tion of the work under this contract. 7. Public Liability Insurance-=The Contractor shall carry, and require all subcontractors .to ,carry, Contractor's Public Liability Insurance with limits not less that $100,000-$300,000 in the event of bodily injury, including death, and $100,000 in the event of property damage arising out of work performed by the Contractor. 8, Workmen's Compensation Insurance shall also be carried and maintained during the life of the contract by the Contractor for all employees on the site according to State Law. 9. Repairs shall be made to all property of the owner damaged by the Contractor in his work under this contract at no additional cost to owner. 10. Cutting and Patching--The Contractor shall do all cutting, patching, or fitting of his.:work that may be required to make its several. parts come together properly. Any cost caused by defective or ill-timed work shall be borne by the party responsible thereof. 11. Utilities--The Owner shall permit the contractor to use at no cost, existing utilities such as light, heat, power, and water necessary to carrying out the completion of the work.