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HomeMy WebLinkAboutContract 21262126 Document A101/CMa'~ -1992 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a STIPULATED SUM I AGREEMENT made as of the Twenty Sixth day of August in the year of (In words, indicate day, month and year)Two Thousand Tww- '~ ADDITIONS AND DELETIONS: ~ BETWEEN the Owner: The author of this document has (Name and address) added information needed for its completion. The author may also City of Columbia Heights have revised the text of the original 590 40th Avenue Northeast AIA standard form. An Additions and Columbia Heights, MN 55421. Deletions Report that notes added information as well as revisions to the standard farm text is available and the Contractor: from the author and should be (Name and address) reviewed. A vertical line in the left margin of this document indicates Landwehr Construction, Inc. where the author has added 846 33rd Street South necessary information and where St. Cloud, MN 56302 the author has added to or deleted from the original AIA text. For the following Project: This document has important legal (Include detailed description of Project, location, address and scope.) consequences. Consultation with an Columbia Heights Public Safety Center attorney is encouraged with respect i 825 41st Avenue Northeast to ts completion or modification. Columbia Heights, MN 55421 The 1992 Edition of AIA Document New Public Safety Center A201/GMa,General Conditions of the Contract for Construction, The Construction Manager is: Construction Manager-Adviser (Name and address) Edition, is adopted in this document by reference. Do not use with other EDS Builders, Inc. general conditions unless this 404A Saint Croix Trail North document is modified. Lakeland, MN 55043 The Architect is: (Name and address) Buetow and Associates 2345 Rice Street Suite 210 St. Paul, MN 55113 The Owner and Contractor agree as set forth below. Init. AIA Document A101/CMaTM -1992. Copyright ©1992 by The American Institute of Architects. Ail rights reserved. at is prot+ .; [ ~f s. t#r ~ut€~orize: » or distssbutiora of t€z,,. ~.., Q co€5sa of it, may rasa __ ci a g o: rted to the ma imam extent possibEe €under t This document was produced by 1 / AIA software at 16:44:18 on 08/26/2008 under Order No.1000364084_1 which expires on 7/15/2009, and is not for resale. User Notes: (2519482267) ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement; these form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents, other than Modifications, appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall execute the entire Work described in the Contract Documents, except to the extent specifically indicated in the Contract Documents to be the responsibility of others, or as follows: Section 00300 Bid Division CH1-02-1 Site Clearing, Excavation, Landscaping, Water, Sanitary Sewer, Storm System ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § 3.1 The date of commencement is the date from which the Contract Time of Section 3.2 is measured, and shall be the date of this Agreement, as first written above, unless a different date is stated below or provision is made far the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of commencement, if it differs from the date of this Agreement or, if applicable, state that the date will be fixed in a notice to proceed.) Unless the date of commencement is established by a notice to proceed issued by the Owner, the Contractor shall notify the Owner, through the Construction Manager, in writing not less than five days before commencing the Work to permit the timely filing of mortgages, mechanic's liens and other security interests. § 3.2 The Contractor shall achieve Substantial Completion of the entire Work not later than ( )days after the Date of Commencement. (Insert the calendar date or number of calendar days a• fter the date of commencement. Also insert arty requirements for earlier Substantial Completion of certain portions of the Work, if riot stated elsewhere in the Contract Documents.) Portion of Work Substantial Completion date subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions, if any, for liquidated damages relating to failure to complete on time.) ARTICLE 4 CONTRACT SUM § 4.1 The Owner shall pay the Contractor in current funds for the Contractor's performance of the Contract the Contract Sum of Seven Hundred Twenty Nine Thousand Dollars and 00/100ths ($ 729,000.00 ), subject to additions and deductions as provided in the Contract Documents. § 4.2 The Contract Sum. is based upon the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identificatiot: of accepted alternates. If decisions on other alternates are to be made by tAo /~wnar cuhmnaont to fl.n nvnrvfine. nr ft.;.. h.,.-...,.«,...f „ss,.,.h ,. ..,, t. ,, .7..7.. ..f .... _.L ...L __ _,. ____ _., _. , .r ..-- -- ... ~••.-~--yam ........ ..... ........wr...,~ ~ r,~~., .,~, ee.,ewee, u..ua,,c u uuceuuee v~ eu~rt vtrtcr uuentutea ~auwtrtg me amount for each and the date until which that amount is valid.) Base Bid Bid Division CH1-02-1 $838,500.00 Init. AIA Document A101/CMaTM" -1992. Copyright ©1992 by The American Institute of Architects. All rights reserved. pzc z and ~ _ sd ref .c t! n 2 rssay res it cr€rnina u r ~ to the rasa r u> `et _.e # This document was produced by / AIA software at 16:44:18 on 08/26/2008 under Order No.1000364084_1 which expires on 7/15/2069, and is not for resale. User Notes: (2519482267) Alternate #2 Eliminate west property line 4' high ornamental fence. Deduct (-$20,500.00) Alternate #3 Eliminate all trees, shrubs and mulch. Deduct (-$48,000.00} Alternate #4 Supply and install dry-cast segmental masonry retaining wall in lieu of Section 02275 -Modular Concrete Block Retaining Wall. Deduct (-$43,000.00} Alternate #5 Entry Plaza area shall be colored concrete in lieu of previous pavers. Deduct (-$14,000.00} Alternate #7 Replace rip-rap side slope, north of secure parking lot in NE quardrant of the site with adry-cast segmental wall. Add +$12,000.00 Alternate #8 Delete Basement Raom 031. Place and compact additional material. Add +$ 4,000.00 Total $729,000.00 § 4.3 Unit prices, if any, are as follows: Description Units Price ($ 0.00) On Site Soil Correction Cubic Yard $5.00 On Site Soil Correction with Stock-Piled Material Cubic Yard $7.50 Soil Correction with Off Site Material Cubic Yard $15.00 ARTICLE 5 PROGRESS PAYMENTS § 5.1 Based upon Applications for Payment submitted by the Contractor to the Construction Manager, and upon Project Applications and Certificates for Payment issued by the Construction Manager and Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. § 5.2 The period covered by each Application for Payment shall. be one calendar month ending on the last day of the month, or as follows: § 5.3 Provided an Application for Payment is submitted to the Construction Manager not later than the 25th day of a month, the Owner shall make payment to the Contractor not later than the 30"' day of the following month. If an Application for Payment is received by the Construction Manager after the application date fixed above, payment shall be made by the Owner not later than Sixty (60 )days after the Construction Manager receives the Application for Payment. § 5.4 Each Application for Payment shall be based upon the Schedule of Values submitted by the Contractor in accordance with the Contract Documents. The Schedule of Values shall allocate the entire Contract Sum. among the various portions of the Work and be prepared in such form and supported by such data to substantiate its accuracy as the Construction Manager or Architect may require. This schedule, unless objected to by the Construction Manager or Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment. § 5.5 Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. § 5.6 Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: § 5.6.1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the Schedule of Values, less retainage of Five Percent ( 5% ). Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute may be included as provided in Section 7.3.7 of the General Conditions; § 5.6.2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of Five Percent ( 5% ); Init. AIA Document A101/CMaT"+-1992. Copyright ©1992 by The American Institute of Architects. Ail rights reserved. protecfed ~y 11.5. tr¢apyrigkst nation a o; r ~n rraay e esuit an severe civ¢9 an ~tttes, ~ ~ .This document was produced by / AIA software at 16:44:18 on 08/26/2ti08 under Order No.1000364084_t which expires on 7/1512009, and is not for resale. User Notes: (2519482267) 3 § 5.6.3 Subtract the aggregate of previous payments made by the Owner; and § 5.6.4 Subtract amounts, if any, for which the Construction Manager or Architect has withheld or nullified a Certificate for Payment as provided in Section 9.5 of the General Conditions. § 5.7 The progress payment amount determined in accordance with Section 5.6 shall be further modified under the following circumstances: § 5.7.1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to Ninety Five Percent (95°l0 ) of the Contract Sum, less such amounts as the Construction Manager recommends and the Architect determines for incomplete Work and unsettled claims; and § 5.7.2 Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Section 9.10.3 of the General Conditions. § 5.8 Reduction or limitation of retainage, if any, shall be as follows: (If it is intended, prior to Substantial Completion of the entire Work, to reduce or limit the retainage resulting from the percentages inserted in Sections 5.6.1 and 5.6.2 above, and this is not explained elsewhere in the Contract Documents, insert here provisions for such reduction or limitation.) ARTICLE 6 FINAL PAYMENT Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when (1) the Contract has been fully performed by the Contractor except for the Contractor's responsibility to correct nonconforming Work as provided in Section 12.2.2 of the General Conditions and to satisfy other requirements, if any, which necessarily survive final payment; and (2) a final Project Certificate for Payment has been issued by the Construction Manager and Architect; such final payment shall be made by the Owner not more than 30 days after the issuance of the final Project Certificate for Payment, or as follows: After the contractor has satisfactorily completed all non-conformed work, fulfilled all final close-out requirements in accordance with the Contract Documents. ARTICLE 7 MISCELLANEOUS PROVISIONS § 7.1 Where reference is made in this Agreement to a provision of the General Conditions or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. § 7.2 Payments due and unpaid under the Contract shall. bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon, if any.) At legal rate of interest as set by Minnesota Statutes. (Usury laws and requirements under the Federal Truth in Lending Act, similar state and local consumer credit laws and other regulations at the Owner's and Contractor's principal places of business, the location of the Project and elsewhere may affect the validity of this provision. Legal advice should be obtained with respect to deletions or modifications, and also regarding requirements such as written disclosures or waivers.) § 7.3 Temporary facilities and services: (Here insert temporary facilities and services which are different from or in addition to those included elsewhere in t bi l..Vi'Ltrat,t DV(.I.fl%le%LLJ.) This contractor is responsible for all temporary facilities as identified in the Project Manual; including but not limited to loading, unloading, materials storage and protection, layout, clean-up, hoisting, scaffolding, bracing, Init. AIA Document A101/CMaTM -1992. Copyright ~ 1992 by The American Institute of Architects. Atl rights reserved. ~, r Copyright Lacer E; a ~ csr rtis*rt~s ~ tI v, !t, 4 rna= ., P°t an as ~ < Thls document was produced by / AIA software at 16:44:18 on 08/26/2008 under Order No.1000384084_1 which expires on 7/15/2009, and is not for resale. User Notes: (2519482267) safety, barricades, guard rails, protection of Work and surrounding Work, as specified. Location of site stored materials and temporary facilities shall be coordinated with the Construction Manager/Site Representative. § 7.4 Other Provisions: (Here list any special provisions affecting the Contract.) See Exhibit A attached. ARTICLE 8 TERMINATION OR SUSPENSION § 8.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of the General Conditions. § 8.2 The Work may be suspended by the Owner as provided in Article 14 of the General Conditions. ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS § 9.1 The Contract Documents, except for Modifications issued after execution of this Agreement are enumerated as follows: § 9.1.1 The Agreement is this executed Standard Form of Agreement Between Owner and Contractor, AIA Document A101/CMa, 1992 Construction Manager-Adviser Edition. § 9.1.2 The General Conditions are the General Conditions of the Contract for Construction, AIA Document A201/CMa, 1992 Construction Manager-Adviser Edition. I § 9.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated July 21, 2008 ,and are as follows: Document Title Pages Division 0 Bidding and Contract 131. Requirements Division 1 General Requirements 42 § 9.1.4 The Specifications are those contained in the Project Manual dated as in Section 9.1.3, and are as follows: (Either list the Specifications here or refer to an exhibit attached to this Agreement. ) Title of Specifications exhibit: Project Manual, Phase One -Site Work Bid as prepared by Buetow and Associates, Inc. dated July 21, 2008 Specification Section 02276 Dry-Cast Segmental Masonry Retaining Wall, attached (Table deleted) CIC #1, attached § 9.1.5 The Drawings are as follows, and are dated July 21, 2008 unless a different date is shown below: (Either list the Drawings here or refer to an exhibit attached to this Agreement.) Title of Drawings exhibit: A0.0 Cover Sheet C1 Demolition Plan dated May 27, 2008 C2 Paving Plan dated May 27, 2008 (Table deleted) C3 Erosion Control Plan dated May 27, 2008 C4 Grading Plan. dated May 27, 2008 C5 Utility Plan dated May 27, 2008 C6 Details dated May 27, 2008 .., i•.~aiio uawu iviay ~,, ~,vvo L1 Planting Plan A2.1 Reference -Lower Level Floor Plan A2.2 Reference -Main. Level Floor Plan Init. AIA Document A101/CMaTM -1992. Copyright ©1992 by The American Institute of Architects. All rights reserved. a: ' nt is profectf ; U.S. Copyr@ghe Law and Snte¢ natlesnal Treaties. i)nautF t or <#isirit o ~'ss e Ocs n8, or _.. , _.. of it, 5 ma ~ =re oEv€3 and criminal pone€fies, and w'slE pa x ximurn ex h nder the t: phis document was produced by / AIA software at 16:44:18 on 08/26/2008 under Order No.1000364084_1 which expires on 7/15/2009, and is not for resale. User Notes: (2519482267) A3.1 Reference -Building Elevations ES 1 Site Plan -Lighting ES2 Schedules and Details R1.0 Certificate of Survey § 9.1.6 The Addenda, if any, are as follows: Number Date Pages Addendum Number One August 12, 2008 29 Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements arc also enumerated in this Article 4. § 9.1.7 Other documents, if any, forming part of the Contract Documents are as follows: (List here any additional documents which are intended to form. part o f the Contract Documents. The General Conditions provide that bidding requirements such as advertisement or invitation to bid, Instructions to Bidders, sample forms and the Contractor's bid are not part of the Contract Documents unless enumerated in this Agreement. They should he listed here only if intended to be part of the Contract Documents.) This Agreement entered into as of the day and year first written above. OWNER . d d - "`~ (Signature) r Walter Fehst, Cit Mana er ;~'` ?~% (Printed name and title) ate Gary ~. Date_ CONTRACTOR ,d ., r~ /.Signature) ~, ~.~ ~ ~lYf'6ucw°t `~rG€',t+~s~)~`rE `~'~~~c:;`~ (Printed name and title) Dat-r Init. AIA Document A101/CMaT~" -1992. Copyright ©1992 by The American Institute of Architects. All rights reserved. pr { ti.8. v and Inte: Ana! Treaiies. tinaut x ead d _o naa y a suit in severe c and crirrin. d w€Ii be ~ s< 0 4 ~ a „f pr / AIA software at 16:44:18 on 08/26/2008 under Order No.1000364084_1 which expires on 7/15/2009, and is not for resale. User Notes: t :, 6 ~° This document was produced by (2519482267) ~' `_ uT' ~ f -® I ®. _ ~ Within ten (1 Cl) working days after award of the Contract, ° s Contractor must sub 't to the Cons ction M agar, a list of materials, products, equipment, materials suppliers and subcontractors they use to perform their portion of the project. ~. Within ten (ld) wor g days after award of the Contract, 's Contractor shall submit a det ' ed schedule sho g material deliveries, major work items, working periods and projected completion of the contracted portion of the work. The Contractor's schedule shall be in accordance with Schedule Section tJ02I~, unless otherwise noted in this agreement. 4. Within ten (l0) working days after award of the Contract, this Contractor shall provide a ed schedule of values on AIA Document G?03 - Schedule of Values, with breakdown of material and labor as directed by the Construction Manager, and in compliance with Article 5.4 of this Contract. 5. Within ten (l0} working days after award of the Contract, and prior to beginning work on-site, this Contractor must submit its safety program. to the Construction Manager for review. 6. Prior to begin g work on-site, this Contractor shall submit to the Construction Manager's site office, material safety data sheets far all applicable materials to be used on-site. 7. The Contractor shall coor ate its safety program with that of the other Contractors on the site as specified in the Contract Documents including all Government regulatory agencies having jurisdiction on this project. $. lnclusions and/or exclusions noted in the Contractor's proposal are nat included unless specifically stated in 's agreement. 9. Contract Sum stated in 'cle 4. l includes the cost of all necess or required insurance, per 'ts, sales tax (if applicable, royalties, patents, etc. ~ _ ~ =~~ °~.~~ ~~ Ste, J~~ ~ 9~~3:.]~~. ~ s rr~~a~ r~~~~ar~ ~r~~g ~~~i~.~ ~a~rr~it t~ ~s~~ i~r~it~ s ~~~~~ ~c~i~q~rs ~ ~~ ~tr~t~r~r'~ ~~~~~~#~~~ air prc~c-~~ rya#~rf~l~, rth~ ~f ~~~ai~~t~csr~, r~ ie~ e~~ rraa~~re9 r~~s~~d fir ~~. 1 o ~. T ~ 3~2 ~~rra~r~t~ P~~~~i ~l1 ~3r~~g~. ~ T~:~i~r~i~ ~r~r~rs~r~ ~. ~-~s~-~-t31. _ ,° -- ~r~ v Vim, i he retaining ~~~aii blocf~ shah be on the iinf~C ~ proved Products Lisi for Cry-~~~{: Co;~orete anon iJnia durability anal meet tl°~e foilo~~~ing reguirer~~er~ts: . The rr~inin~urn 23 day cornpressi~e strength of °i i°°~its chaff be nc~ less than 5,550 psi for any indi~iduaf unit and 5,600 for the ~~ __ ~ _ of units. The minimum 23mday cornression strength of cap units shah e no '~r ~ than 3,700 psi for any idi~rid~ q~l u~ia~ and 4,000 psi for the average of wits. ~. The exterior dirnensions shaif not exceed the reguirernents of ~` C99; ~~ inch rr~irnurn dirnensionai deviation (n®t inciuding textured face}. The w~ii and cap units shaif rneet the free~eJthaw durability reguirernent of nff~CT. . Cap wits shah have top surfs sloped at rninirr~urn 1" of fail per eft" of run from the front to back or be crowned at the center. 2.02 ~® TI / LEVEL! . Gass 5 base aggregate as specified in Section 92200 Earthworl~. I~. Coarse finer aggregate meeting i~nfCT `i40.2H. 2.03 ! !!~!~ . Free draining aggregate as specified in Section ®2209 Earthwork. 2.04 ! T!L A. Corrugated Hf3PE as specified in Section 02722 rain Tile. 2. 5 !L ! F ~E T . High density polyethylene grid rnteriaf as specifed in Section 92240 eote~tiles/Fabrics. 2.06 T SE LE A. Seafer shalB be on n/T Approved product List for Segrner~taf asonry ~IVall Sealants. 2.07 C FILL A. l"he existing soils on site may e used for bcfsii behind the drainage rock unless deerraed unsuitable by the (?wner's Ceotecnicaf Consultant. ®ry®Cast Segrr~ental fasonry F~etaining ~/ali 92276-2 ~., ~er~ies at ~~~all installation s shah 297.'1. =_tn~~~ ~ standard hev` ~ ~~~. ~ t and ~- . F~cavate to lines and grades sho§tj~n on the Plans. F®l ~[ Locate the top of the base aggregate footing to allow bottorr~ wall units to be buried to the paper depths for the wall height as recommended y the anufact~€rer. Footing leveling pad shall be a minirni.rm of 2~ inches of thick, compacted to 700% of a standard Proctor. m0 tJ I7° I 1° ~ ~il . Place the base blocks on the prepared leveling pad. check for level and alignment as installed. a Fnsure the units are in full contact with the footing. fake proper care to form steaiht lines and smooth curves. dace the units side y side for the full length of the wall. !Ot/alls that are found to e out of alignment or uneven shall be dismantled and reinstalled at no additional cost to the Owner. Ca Fill and compact the cavities in and around the units with drainage rock. F3ackfill the front and beak of the entire base row with on-site terials to firrrtl~r lock them in place. check the units for level and alignment. sweep the excess bac 11 aterials from the taps of the units. Fach s€~bseguent irate ediate rc~w shays be offset from the }Dints of the units below (brick pattern). a Install each subsequent course in like manner. e I 1° L ~l~ Prier to placing the cap or top units, apply a flexible epoxy based adhesive designed to bond masc,nry to masonr~r ar€d place the cap units over the top course. E3acll and corr~pact to fnish grade with either topsoil and sod or landscaping rock. . Only lightweight hand-a~perated compactio€~ ,uipment €ll be allo~~~e - - - ~~~s ~~ the face of the gall. - __®_ ~~ 19rsy®~ast err~ental lasonr~~ Detaining t~lall Q227~-3 ~._ _ , ~~ ~,~ ~ ~_ - a Ir~~~~~~ ~~~~r rrs ~~~~r~;~~~ ~~i~r~ r~a~r~~~a~~~rr'~ r~c~r~r~r~~~s'~r~~. ~ ~~°IP~ pry-~~~~ ~~r~~r~t~ ~~~~~rti~ ~t~i~i~a 4~V1~ ~ -.,,~ c1 404A Saint Croix Trail North Lakeland, Minnesota 55043 Phone: 651-436-2426 1821 University Avenue Suite 204-S St. Paul, Minnesota 55104 Phone: 651-998-0332 Fax: 651-436-3918 e-mail: _ _ - ate- ,~; www.edsbuilders.com DATE: CHANGE IN CONDITION DIRECTIVE August 26, 2008 CIC 1 PROJECT: Columbia Heights Public Safety Center $25 41st Avenue NE Columbia Heights, MN 55421 CONTRACTOR: Landwehr Construction 846 33=d Street South St. Cloud, MN 56302 Phone: 320-252-1494 Fax: 320-252-2380 ~.. ~-, ~ , _.. , , _ , is ~,c~~ ~~~°: cc: David Olds, Buetow and Associates You are hereby authorized to execute promptly this Changer in Condition Directive per the enclosed description and all applicable provisions of the General, Supplemental, and Special Conditions; Addenda; and all other Contract Documents. This is a no cost change directive. DESCRIPTION: Addendum # 1 dated August 7, 2008 states "Section 02808 -Fences and Gates" This should read as "Section 02830 -Fences and Gates". ~~ ~ Signcd by: Date: ~ ~' Construction Manager Client#~ 3024 LANDCONI ~--4~--~ ~-G~uRDrM CERTIFICATE OF LIABILITY INSURANCE YY} 2 03/30/ 009 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION MN-COMMERCIAL LINES ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR COBS STRECKER DUNPHY & ZIMMERMANN ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 150 S FIFTH ST STE 2800 MINNEAPOLIS, MN 55402 INSURERS AFFORDING COVERAGE NAIC # INSURED wsuRERA; ZURICH AMERICAN INSURANCE COMPA Y LANDWEHR CONSTRUCTION INC INSURER B: EVEREST NATIONAL INSURANCE CO PO BOX 1086 INSURER C: AMERICAN GUARANTEE &LIAB INS ST CLOUD, MN 56302 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR DD' NSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MM/DD/YY POLICY EXPIRATION DATE MM/DD/YY LIMITS A GENERAL LIABILITY GL0534529204 03/31/09 03/31/10 EACH OCCURRENCE $110Q,O,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $300 000 CLAIMS MADE ~ OCCUR INCLUDES: MED EXP (Any one person) $1U 000 X XCU OPERATIONS OF PERSONAL & ADV INJURY $1 000 000 X BROAD FORM PD SUBS-CONTINGENT GENERAL AGGREGATE $2 000 000 GEN'L AGGREGATE LIMIT APPLIES PER: CONTRACTUAL LIAB PRODUCTS -COMP/OP AGG $2 OOO OOO POLICY X PRO LOC JECT C AUT OMOBILE LIABILITY BAP534529104 03/31/09 03/31/10 COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $1'000'000 ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ X HIRED AUTOS BODILY INJURY X NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE (Per accident} $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO EA ACC OTHER THAN $ AUTOONLY: AGG -~~~~~•--•--- $ B EXCESSIUMBRELLA LIABILITY 7106000076091 03/31/09 03/31/10 EACH OCCURRENCE $5 OOO OOO X OCCUR ~ CLAIMS MADE AGGREGATE $5 OOO OOO DEDUCTIBLE $ X RETENTION $ O $ A WORKERS COMPENSATION AND WC534529304 03/31/09 03/31/10 X WC STATU- OTH- EMPLOYERS' LIABILITY E.L. EACH ACCIDENT $1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERMiEMBER EXCLUDED'' E.L. DISEASE - EA EMPLOYEE $1 ,000,000 If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE -POLICY LIMIT $1,000,000 OTHER DESCRIPTION OF OPERATIONS /LOCATIONS /VEHICLES /EXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS COLUMBIA HEIGHTS PUBLIC SAFETY CENTER PHASE 1 (See Attached Descriptions) GtK I IhIGA 1 t HULUtK CITY OF COLUMBIA HEIGHTS 590 40TH AVE NE COLUMBIA HEIGHTS, MN 55421-3878 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL __6.p~ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVE ~ n n - ACORD 25 (2001/08) 1 of 3 #S326051/M326049 VLH ©ACORD CORPORATION 1988 DESCRIPTIONS (Continued from Page 1) ADDITIONAL INSURED ONLY IF REQUIRED BY WRITTEN CONTRACT W/RESPECT TO GENERAL LIABILITY: CITY OF COLUMBIA HEIGHTS (OWNER) BUETOW AND ASSOCIATES INC (ARCHTECT) EDS BUILDERS INC (CONSTRUCTION MANAGER) The following cancellation notice supercedes the standard wording: Should any of the above described policies be cancelled or materially changed before the expiration date thereof, the issuing insurer will endeavor to mail 60 days written notice to the certificate holder named but failure to do so shall impose no obligation or liability of any kind upon the insurer, its agents or representatives. AMS 25.3 (2001/08) 3 of 3 #S326051/M326049 ~.. E ~ ~ - ~ t` (~ ..1- . .. . ®_ I ~.~rJ_ _ ~. T~ PROJE~'T ' n czra~f addre.ssl: Columbia }If ' Public Safety Center 825 41st Avenue Northeast Columbia 1-$eights, MN 55421 CHANGE ORDER NUMBER: 051 CI11- 02-1-1 INITIATION DATE: December 29, 2009 ~wra~~: ~ coNST~ucTlc~l~ MA~I~~~: ,~CH(TEC T c~r~T cT~~: ~ ~~~~o: Q aTl-1~~: TO CONTRACTOR (~`ranae aracl crclr7i-esst: PROJECT NUMBERS: f3A ()806 / I,andwehr Constructitrn, Inc 846 33rd Street South CONTRACT DATE: August 26, 2008 St. Cloud, MN 56302 CONTRACT FOR: Cf-11-02-1 Site Clearing, Excavation, [-,andscaping, Water, Sanitary, Sewer, Storm System THE CONT CT I C NOED A FOLLOV+18: Remove [ 25 lv1' c>f curb and gutter at N L~% corner - not sha~~~n an plans Add 5 412.50 Pallets for stacking retaining ~va11 blocks an Add ~ 300.0{') Haul and ?o w a[`cancrete burn [ in fitating clearroert Add `~ 377.50 Sul ~[y it 35 1,F af' ads-- rma~in and resta?ratit..an in west alley Add 5 3,242.SCi Ac+_-ss . c.-_-.s.._ 7n inside fi_.:!c" Acid 5 330.00 Grid A131{) rip frost, correct wet a ~ wifh clear rock Add 5 770.50 Rip feast tar slab on grade;, recompact, rnc>ve frost piles Add $ 8.05(.!.{)0 Supply and install additic>na1 swing gate an south end Add ~ 400.00 Construct nartlr access out caf on-site rnillisxgs Add ~ 945.00 Remove fill around colurnra pads and recompact Adc1 ~ 4,487.50 Supply and. instal[ add'! 32 LI'' afrnodular rctainirrg ~s~all, north e;nd Add 5 4,250.41{) I.,evel ruts across site during spring thaw Acid ~ 1,250.0{) Crane and basement read access, south entrance Add ~ 2,f?75.00 Correct storm sewer trench art svcst side al'lskaikling Add ~ 915.00 Overtime reimbursement Add 5 720.0f) 13rg sand atrt anal rc;plac~ wltlz C lass 5 Add ~ 5„979.1) I f;x_te?Id pr~}es~l, rip rap 1303 f?;ar;1 af`c!=rh Add ~ ?,{?4f?.91 Break. up cu a o `hre c ch f> ' rs and. flag pole base Add ~ 460.0() t -ut cart +.,r ~ Adcf 5 ?_ t145,f)(r Supply td . Add 52{).42>.(10 Fer Deduct _(5 1,(100.0{ly t°arm .z, ~rgW - „~, ,.,, d rrarth srdc itrcc.}creel 51,335.{)0 5 Q.{}0 [z ~rtheas~t Parking. 5785.00 ~ 0.00 Parm east parking; northwest parking, fix wet areas northeast parking 9'x2,910.00 5 0.00 Soil r~~ ..rov<rl tare dit Dedur~ -51.9,970.00) Total Change (.)rder Amount Add 540,592.32 "['he original Cantract Sum was Net change by previously oath<>riz~ed Change {}rders The Contract Surn prior to this Change Order was 'Fhe Contract Sum will be increased by tl2is Change Carder in the amount of The new Cantract Sum including this Catange Order will be The Cantract Time will be unchanged by Zera (0} days. The date of Substantial Completion as of the date of this Change Order therefore is 729,000.00 o.oo 729,000.00 40,592.32 769,592.32 NOTE: "I`his summary does not reflect changes in the Cantract Sum, Contract T"ime or Guaranteed Maximum f'riee which have been authorized by Canstructian Change Directive. AIA document G7017CMaT'" -'€982. Copyright C~i 1392 by The American Institute of krcttitects. Atl rig6r" reserved.'"' f ,y ! .This document vas produced lay AIA software at 11:03:34 on 12!2912003 under Oroer No.10003&5206_1 which er~aires on 01119!2010, and is not for resale. User Notes: (894201463) NOT VALID UNTIL SIGNED BY THE OWNER, CdNSTRUCTION MANAGER, ARCHITECT AND CONTRACTOR. F;1)S guilders, Inc. CONSTRUCTIdN MANAGER {FiYnz rtanze) 4fl4A Saint Croix Trait North, Lakeland, 1~N 55043 RY (.Sig ~ 'tlrYe) ~---- ~ - -- Earl Doc Sn "t', ~~ (Typed zzazzzeJ L`3/ Landwchr Construction, lne guetow and Associates, Inc ARCHITECT (Firm name) 2345 Ri~e"St'r~et, Suite 2? ~. Paul, MN 55113 ADDRE ~~`,~ i° ~ BY (Si tzzrej -- ~ ~ ~-~ David Oids N '~ t' (Typed name) DATE: ~ ~~ City of Columbia Heights OWNER (Firm name} 590 40th Avenue Northeast, Columbia Heights, MN 55421-3878 ADDRESS ~" ~~ -- , fr ~ BY (Signature) ~ f Walter Fehst (Ti?ped name) DATE: AIA Document G701tCMaT"' - 9592. Copyright C~ 199? 6y The American Institute of Architects. Ail rights reser+reel. t. a AIA software at 11:03:34 on 12/29/2009 under Order No.1000385206_1 which expires on 01/1 91201 0, and is not for resale. User Notes: This aocument was produced by (894201463) 1 ® q 6 Pl2f}JECT: COLEJfN6lA HElGF~@TS PUBLlC SAFETY BrylLDlN(3 PF20JECT A _ GER: GREfsG [} B3 Rg3TE~d A T T CT R s/27/zaos QTY urFlT uNlT PRlcE ExTEF1slaN REMOVE 925 LF OF CURB & GUTTER AT NW CORNER NOT SHOWN ON PLANS HOE 0.5 HR $2o5.aa $102.50 DOZER O.5 HR $195.00 $97.50 FOREMAN O.5 HR $95.00 $47.50 DUMP TRUCK 1 HR $95.00 $95.00 DUMP FEE 28 CY $2.5® $70.®0 SUBTOTAL $412.50 s/s7/zoos .,, b PALLETS FOR STACKING RETAINING WALL BLOCKS ON 1 ~aey $300.00 $300.00 $0.00 $0.00 $0.00 $O.oo suBTOTAL $soo.oo 9/9/200s HAUL AND DISPOSE OF CONCRETE BURIED IN FOOTING CLEANOUT HOE 0.5 HR $2o5.ao $102.50 DOZER 0.5 HR $195.00 $97.50 FOREMAN 0.5 HR $95.00 $47.50 DUMP TRUCK 1 1 I HR 1 ! $95.0®! $95.®0 DUMP FEE 14 cY $2.50 1 $35.00 SUBTOTAL $37~_5p 9o/z9/~aos 35 LF ADDITIONAL WATERMAIN 8 RESTORATION IN WEST ALLEY HoE 2.5 HR $205.00 $512.50 DOZER 1 HR $195.00 $195.00 DozER 2.5 HR $160.00 $400.00 LOADER 0.5 HR $170.00 $$5.00 GOR4PACTOP. I HR I $115.00 $115.00 FOREMAN 2 HR $95.0® $19®.00 LABOR 5 HR $60.00 $300.00 a° DIP 35 LF $21.00 $735A0 BITUMINOUS 6 TON $125.aa $750.00 $0.00 SU TOT L $3,2s2.50 ~1 7 ae~ srzoos RCCESS SOIL CORRECTION INSIDE BUILDING ~ '~= > ~' HOE 2 HR $205.00 $410.00 ,i -' DOZER 0.5 HR $195.00 $97.50 COMPACTOR 0.5 HR $115.00 $57.50 DUMP TRUCK 1 HR $95.00 $95.®0 $O.ao SUBTOTAL $ljj~j(1.a® 50% PAID BY STEENBURG 50% PAlD BY OWNER LESS 50% $330.00 SUBTOTAL $330.00 T ~rz5rzoos GRID ABiO RIP FROST -CORRECT WET ARER WITH CLEAR ROCK ~ ~ ,. HOE 3.5 HR $205.00 $717.50 ROCK 2 TdN $25.50 $53.®(.} $0.00 $0.00 $0.00 U TOTAL $~7®.~® 7zr~rzoas GRID C6-8 RIP FROST FOR SLRB ON GRADE I ~ ~` ~ ~, _ -~ s HOE 3 HR $205.00 $615.00 $O.oo $o.oa $o.ao $o.oo SUBTOTAL $615.00 ~zrzrzoos -. - GRID C5-8 RIP FROST AND RECOMPRCT FOR SLAB ON GRADE HOE 4 HR $205.0® $320.00 FOREMAN ~ HR $95.00 $285.®0 $0.00 $a.ao $o.oo suBTOTAL $1,105.ao ~z/~vzoas R!P FROST AND MOVE FROST PSLES ~ - HOE ~ HR $205.00 $1,230.00 LOADER 2 HR $17®.®0 $34®.00 FOREMAN 3 HR $95.00 $285.Oo LABOR 4 HR $60.00 $240A0 $0.00 SUBTOTAL $2,095.00 12112/2008 RIP FROST AND PLACE FROST IN UPPER 4' OUTSIDE BASEMENT WALL HOE ~ HR $205.ao $82a.ao DOZER ~ HR $16o.oa $s2o.aa SKIDLOADER 5 HR $115.00 $575.00 LOADER 3 HR $170.00 $51O.a0 LABOR 3 HR $6o.Oa $1sa.oo HOE ON OVERTIME ~ HR $2s1.0o $~.62.Oo LOADER ON OVERTIME ~ HR $196.x0 $392.00 LABOR ON OVERTIME 2 HR $78.aa $156.00 $0.00 $0.00 SUBTOTAL $3,415.00 12!17!2008 RIP FROST FOR ROOF DRAIN PIPE -MOVE FROST PILES. ," L!. _ ; ~` "., ''~ HOE 4 HR $205.00 $820.00 $0.00 $a.ao $o.ao ~o.a0 SUBTOTAL $s2o.oa 2!2012009 ADDITIONAL SWING GATE AT SOUTH END. 6 G-.. SWING GATE 1 LaS $aao.o0 $~aa.o0 $a.oo $o.oo $a.ao I I $a.oo SuBTrL $400.oa 2723/2009 CONSTRUCT NORTH ACCESS OUT OF ONSITE MILLINGS _g ~'S ~-_ `° SKIDLOADER 5 HR $115.00 $575.00 DUMP TRUCK 2 HR $95.00 $190.00 LABOR 3 HR $60.00 $180.00 $0.00 $a.aa SUBTOTAL $945.00 ~/2~/2o~s ~~~(~\(~ EILL AROUND COLUMN PADS AND RECOMPACT SKIp~oA~ER 4.5 HR $115,00 $517.50 FOREMAN 3 HR $95.00 $285.00 $o.oa $O.oo $o.oo $802.50 SUBTOTAL 3r20r2009 LEVEL RUTS ACROSS SITE DURING SPRING THAW SKIDLOADER FOREMAN DOZER DUMP TRUCK SUBT®TAL arsraoo9 WINTER CONDITIONS FOR CRANE 8. BASEME{`JT RD ACCESS S. ENTRANCE SKIDLOADER FOREMAN DOZER DUMP TRUCK LOADER SUBTOTAL 6r1 r2009 CORRECT STORM SEWER TRENCH ON WEST SIDE OF BLDG FOREMAN HOE DOZER COMPACTOR 9.5 HR $115.00 $1,092.50 ~ ~~ , .. 10 HR $95.00 $950.00 $o.ao $O.oo $o.oo $z,o42.50 ~ 1, ~ ~. .. 9.5 HR $115.00 $1,092.50 10 HR $95.00 $950.00 $0.00 $0.00 $O.oo $2,042.5® 1 LS $4,250.00 $4,250.00 $0.00 $0.00 $0.00 $0.00 2I HR $115.00 $230.00 2~ HR $95.00 $190.ao dl {-IQ ' xaan nn ~ Q`L'°An (tIS 2 ~ HR ( $95.00~ $190.00 ~} c:; ~, $0.00 $~,25o.ao 7.5 HR $115.00 $862.50 ~ ,. 0.5 HR $95.00 $47.50 6 HR $160.00 $960.00 4 HR $95.00 $380.00 2.5 HR $170.00 $425.00 $2,675.00 2 HR $95.00 $190.00 2 HR $225.oa $450.00 1 HR $160.00 $160.00 1 HR $115.00 $115.00 x SUBTOTAL ~f,~. ~/2or2oos r~ ~ .~~ " FARMING SUBGRADE DOZER FOREMAN COMPACTOR SUBTOTAL 7/ao/coos REGRADE NE PARKING DOZER FOREMAN COMPACTOR UBTOTA~ °3 7/23/2009 FARM E PARKING, FARM NW PARKING, F!X WET AREAS NE PARKING DOZER COMPACTOR SKIDLOADER S!lBTC2TA~ FARM NW PARKING LOT DCZER COMPACTOR Sl1TTAL ~/as/zoos 9 HR $28.00 $252.00 9 HR $26.00 $234.00 9 HR $26.00 $234.00 $0.00 $0.00 $720.00 4 HR $160.00 $640.00 ~ ~w 2 HR $95.OO $19o.aa 2 HR $115.00 $230.00 $0.00 $0.00 $1,060.00 3 HR $60.00 $480.00 2 HR $95.00 $190.00 1 HR $115.00 $115.00 $0.00 ~ __ E a e $0.00 6 HR $160.00 $960.00 3 HR $115.00 $345.00 2 HR $115.00 $230.00 $0.00 $0.00 $1,535.00 5 HR $160.00 $800.00 5 HR $115.00 $575.00 $0.00 $O.oa $o.o® $1,375.00 DIG SAND OUT AND REPLACE UVITH CLASS 5 FOREMAN 4 $95.00 $380.00 SKIDLOADER 8 $115.00 $920.00 LABORER 12 $60.00 $720.00 HOE 7 $195.00 $1, 365.00 LOADER 5 $170.00 $850.00 cLASSS 123.84 TON $14.09 $1,744.91 $0.00 SU Tt)TL $5,979.91 8/4!2009 EXTEND PONd, RIP RAP BO BACK OF CURB FOREMAN B HR $95.00 $570.00 SKIDLOADER Q HR $115.00 $690.00 LABORER 5 HR $60.00 $300.00 LOADER 1 HR $170A0 $170.00'... RIP RAP 19.78 TON $43.12 $852 91' GEO MESH 72o SF $0.70 $504.0() SUBTOTAL $3,as6.91 8/12/2009 BREAK UP CURB ON 3 CATCH BASINS AND FLAG POLE BASE SKIDLOADER 4 HR $115.00 $460.00 $0.00 $0.00 $0.00 $0.00 aSUBT®TAL $460.®~ 9!8/2009 CUT DIRT FOR SOUTH FENCE FOREMAN Et HR $95.00 $57®.®® DUMP TRUCK 4 HR $95.00 $38o.oa LABORER 1 HR $60.00 $60.00 SKIDLOADER 9 HR $115.00 $1,035.00 ___ _ __ ~ $o.oo jUB I O 1 FHL ~zo®Q$,(jQ $o.oo $O.oo $o.oo $o.oo $o.oo SUBTOTAL $0.00 ITI L OR S F 9f1/~9 $46,167.32 ALT. E\/E S EDUCT FOR FENCE $20,425.00 I I L T CT T $72s,oao.oo E\l!S C T CT A U T $795,592.32 f r. ~;, < - rl'o: Gregg Dambroten - Landwehr =~ ~ ~~ t1 ,~C~~~y' v( `,~`~ Date: October 6, 2009 \ Please provide credit for the earthwork by the end of this week, see Field Order #1 dated September 30, 200. 1 would like to meet with you next week. Doc ¢ ~~ ~~ f `~' k 4 / ,rC-° .. ',W'~m „ 4 <~ ~ ~ ~ ~ CSC ,~e~, r~ ~`~ .s-~~,_ .,.~.r h' ~"` .~?.:~~ -- -~,` ~~zr"~s-._~, ~' C`~~ Q c~`7 ~ ~„ `~ fir' . ~ ,r} ~ z.r t C ~' J '`,,~ ,, -,~ x ~~ ~'+. Cti ~/ 404A Saint Croix Trai( North • Lakeland, lv4innesota 55043 Phane: 65i-436-2426 ~- ~ ~ 1821 University Avenue • Suite 204-S • St. Poui, Minnesata 55104 • P _ hsnc: 651-~9E 0332 Fax: 651-436-3918 e-rr~ail: info@edsbuiiders.com www.edsbuilders.com You are hereby authorized to execute promptly this Field Qrder directive per the enclosed description aa~d all applicable provisions of the General, Supplemental; and Special Conditions; Addenday and all other Contract documents. `1'he material you use ;^ias to be approved by Braun Intertec, Eric Meyer-Larson Engineering, and Anchor Wall behind the 12" granular material for the retaining wall. A credit will need to be negotiated in lieu of using sand. lies to meet detail as shown on 5/W4 dated 9-22-08. Install 35 lineal feet of 4" P~TC from the northwest carver of the seg~xaental block retaining wall draintile and connect to the E3ioretention Easin 4~ittlet Structure. Connect to Nutlet structure at elevation of 901.00. Ifyau have any questions regarding this field order, please contact Doc Smith at 651-436- ~~26 orb 12-7~7-976. Project Manager: _ Earl Doe Smith 9-30-03 Date ,r ~~, ~° To: Gregg Dambroten, Landwehr cc: Dave ®Ids Date: October 9, 2009 Four request for extras, that we just received, dating as far back as ~-27-08 is not acceptable. These should have been addressed considerably earlier. Some of these costs should be under the 10,000 cy, I.e., Access sail correction inside building, dated 11-13- 08. Please submit backup an signed approvals Please submit credits for the fallowing: 1. Originally we indicated the removal of 10,000 cy and Landwehr only removed approximately 2,500 cy. Please supply a credit for the balance. 2. The signage not installed 3. Fence along north side of Apparatus Bay Please review and get back to me by Monday, October 19, 2009. doc~cdsco;~s~altartts.cor~ l~>3C)~ NI€~ssage Doc, Tease call me, once you've had a chance to review the attached file. Thanks, Gregg Dabroten LGI ~ttaerrrent: Co6urnbia Efts #2806 Change Orders.x3s (634~bytes) ~. .,, ,. ,., ~~ _,~~ , ~ ~- ~~ http://rr~ail.usmac.~et/~ossio~a/1 X41-5himra6Jzlvlp~l~flxkl9~/IVlcssa~ : ~ssp?l~/Iailbox= page I of I ~~ 10/6/2009 ~- E f y- I` r~ - I i ,u tea tick ~ ~ ~ ~- i ~-~ £ ~ soa ,~.. ~ t 1 W '~ --v- ~ ~ $ ~ ~_ C7~ ~ - ~ ~ ~ rUG ~{ ~~ ~ v ~ ~5c ~!~: ~~ ~_~,E J ~ -33 i ; E ~ ° ~ ~ ~J, ~ _ ``~` I E _~- -~. ;] -~_ _. ~ ...._ c 1 t .-. ' _ i _ ¢p ~ ! i ~ I ~ ~, __ a - ~ , E I ~__ .. .__ y rv ._~ -_!st_ __ ~ .:-: .-^-.~s'^-f ~" ... .,. _'..._~ ~ ~.., fit, ,.. ~'' .lr. ~ ,o:\~ .~ ~rsyY ,~\:`~ yl t\~~.. ,.~~.~'~ ~I i i;.. L 4 ~ ~ ~ ~ ~~ i7 ~~ ~ ~~ 3 s ~ ~ ~ i ~ j~ ~ ~~ j~ ,, _ C ~ I ~ ~ P f, i ~ ,i ~ ( I ~. _i E e R~ 9 ~ ' ~ 4 `~ + `t; i rya I ~ ~r \ '` ~. ~ ~-~~` ~~., ~, ~f ~ 1. 1 ~/ ~ __ ~~. ~ ~ 1 ..~ ~ ~ Eg~ It ! c- ' i ~ s il E i ~ L~ E ~ ~ c ~ s d ~ ~ I ~ '. ' ~~ ; I y .___ ~. ,~ ~ y+I y I 1 9 I 14 ~ ~ E '1 I^f~ ~ I ~ ( ~ ~ ~ ~ p ~...:Y i l 3~{ I_..t ~I 11_ i _ ~ e 1 (M ~ (~ ~ I ~ E ~~ ~ ~ r ~ n~ ~ ~" r_ _I ~. _ ,~ ~ 99 ~ ~ ~ r n - , E ~ r r l i i i, i i i r--, i i i i i r. Pc i ~.--- .-- a E V .? ~.~ '4.. ~....- ~-j .._. -..l .__. t~P ~~ _ ~~ cY ~ - -_. :rti r,~ ___._ ~ ~ Pane _ of _ rs~~eT~ Fens®nnel ~Bss6fecceti®~ R~gutar h~~u~s ~~wird ~ &9®urs ~ ~ ( x .. ~ .~ ; ` ~ Areas and work performed this day: P ~ i _, ., '~ ~ ` ~ ~ ~ i ~ r ~ tl ~ E .; _ ~ ~ ~ t i t ~ ~m ~ ` e ~. ^K v! 1 F y - .~ Performed By. Jmitted To: - ~~ Wf~ite copy to Braun Pnterfec file. BPue copy fo f roject site Represen#afiive. Providing engineering and enviranrnerttal soPzctions si2rce 1457 Pale _ of [7FR4TS P.ev 3/Q4 -'"t 1 __ '"~~~ > ~~ P~~°s~nrse9 ~8csssi$icati®r~ ~ Re~vlr° FO~u~s d3~~e~tirrie F~~aars ~ d y, ' `'4' Vz :"i °.. ...' ' _ ,...~ . Weather: `" ~ "" Performed By. omitted To: ` White copy to Braun fntertec file. 66ue copy to Project Site Representative. P~rovidi~tg engrteerin~ and ern,ironrrEental solz~iions since 1957 Report No date: _ ~_ A 8 RepOP'f (JO.: Date: t~' " a ers®~rsel Ctassificti®n ~egaolar Ft~urs vertire4e Ftaa~rs 9 .- r, _ ~ a.~ s ~.~ L P ,if L ~„ .- • /t ~' e r` .l -,~ _ _ 1 Weather: ' `~- Performed By _ emitted io: ~ Whife copy fo Braun lnferfec ri6e. 2~9ue copy fo Projecf Sife Represenfafive. Providing engzr2eerino and environmental solutioru since 2957 Pale ` 03 _ DF(~9iS Rev 3/04 Areas and work performed this day: ~ -} ` ' ~->_' ~ ~~~up~ ~' t { - '~ ' _~' , i ~ ~' ~ t - -~-- -- -- h, L~.~°~~-- °. - _ -.: ~: if i '-,, _~ ~ f f INV ~o~a~'(s) s ~~ucTURE ~~ - - - - - - - nti _ ~ _ ~E , IFSV~ S ao _ ~~ ~.,G4sEND ~ _ ~ ~ ~- ~~--v --~ I~ r~ 7 ~~ ~~INVIas~.1(s~,v) Irav~se2oo{D~ C7 ._ . ~. _ . . 5 DI~'~P;'r.T°_PP.??!N ,?-y-1~1 v t~, (INV3..n t(M/ IF J.a G ,75 t. 325 L, , _' } T !- ,rti--1ria .°--S-~-s _. s.~..~t 3~ ~._ F r I aLF.af,. t+ r - C~ - IF9 iv .,0 -'°~"'4 / ~~ ..r ,. 1 _. I r. t1 ci ~.1 7 `z Fcn-"o Y?~ F, 15" RC? Cv~''.50'-/ ~ !• 1f nl J.~04 a{S) C7 ~ 1`~'~ s (~o iP, to RCP~2.r~7 INi9C570,~ p-, _ ~ i .~ ~ !N`J:901.28(E) r 17,~L®, 7®PCP :~ 2.~t~ / w ,r-`.° ~ ~ ~ I. 4J ~,.~, ~}i. ' ~ ~ '° -{ `s~ ~~"`•-t~~ . ,1 {' ~ q ~ ~, - 7 2ElF,f2"RCP STPUCtURE ~I f 4{~'--ri Qr. - 13 5 % RIM:909.00 s ft ~ a CB-9 ~G f3 ~ a0 LP, ~ DRAttd ~ L_ 9 C ~ .'vJl SO ~ C7 ~? 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