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Home My WebLink AboutMiscellaneous~ ~,.. ~~ L ~~~Letter ~ List }~ d reez ~ntu ~~+rawa spa P1a~ t ~?~14g d. ~~ ~ ~~ _~~ ~2 ;~ t ~~,.~--- . ~ 2~l ~.. %TIP.etJi~`r%~ :•f~ l.i{('ii:.i~~'i%Itl. ~ •• ' •. ...» t. . .._.. ' I LLB °T~°TI~I°I September 27, 1999 W. J. Savage, Construction Manager CSISD Construction Services Via fax (409) 694-5612 Re: A&M Consolidated High School Temporary & Conditional Certificate of Occupancy. Dear Mr. Savage, Thank you for your letter dated September 8, 1999 pertaining to items 1 and 3 of the attached Temporary Certificate of Occupancy (T.C.O.) for the High School site. Please let us know once the landscaping is installed per the approved plan and we will perform a site inspection. After researching the issue of item number 2, the Letter. of Map Revision (CONK) to the Federal Emergency Management .Agency (FEMA), we believe that it is the property owner's responsibility to provide the. LOMB to FEMA for work that was done in the regulatory Floodplain and Floodway in conjunction with the High School expansion. The fill that was placed within the floodplain in order to construct the tennis courts .prompted his requirement. The corresponding drainage report regarding these issues was accepted and approved by the City of College Station in June of 1996. This report was then forwarded to FEMA for their review in which they requested additional information. We have no record of the additional information being.. submitted to FEMA and a CLOMR being issued.' However, at this point in time with the completion of the work. in the regulatory floodplain,.: the approval of a CLOMR is really irrelevant. An effective. Letter of Map. Revision (CONK). is required through FEMA once the work is complete. The drainage analysis, as-built construction drawings and the LOMB application must be submitted through the City of College. Station to FEMA and a formal LOMR issued. With respect to the City's involvement in a similar drainage study, the City of College Station did in fact have a contract with Morrison/Kimley-Horn to continue the study. of Tributary B of Bee Creek through the property the City owned at the time on the southeast corner of F.M, 2818 and. Welsh Avenue (currently the Exxon and Library sites). It made sense from an engineering standpoint, to work with the District's consultant. who was already studying the creek, to continue the study through our property as well. The City did not agree to assume the District's responsibility of filing a LOMR with FEMA. for the creek. modifications that were made as part of the tennis court construction. This drainage. study was intended primarily to aid in establishing the minimum finished floor elevations for future buildings on the City's property. It is the District's responsibility to file the necessary LOMB documentation along with as-built "uil~in a eider City in P~rtrtership w6ih Y®u" construction drawings for the modifications made to the creek as a result of the High School expansion. Please submit the LOMR application and the necessary attachments on or .before Friday, October 29, 1999 to prevent further code enforcement action. If you need additional information or further clarification, please contact me at (409) 764-3570. Since y, i ~" t ata ie omas Ruiz Development Coordi~ Attachment -Temporary Certificate of Occupancy cc: David Mayes, Cheatham & Associates, Via fax (817) 265-8532 Brett McCully, City of College Station, Via fax 764-3489 Case file #96-701 tik Q~^ .,s .. +;: I TY OF t='MLLE+~E STAT I Ch~~ ~ ;?1 TEAS A~.~Eh.IIJE S. ~~:OLLE+~E STAT I Oha ~ T ~ 7?8:i.r.-? CONDITIONAL +;: E ~: T T F_ i_ A T E O F O ~_: U F' A hx + ~? OWh~EI~:' S h~IAME a +=GLLE+~~ STAT I Oh? Lf~ID St HOOL , D I ST ADD~:ESSe Fh'I 'z818~ 7i~1 ~'EF:h~IT #r'~!'_~?!`+?.8 F~:!~„Et_T; A?,~I t:r~~~~~+LsDATED HI+~H S+=:HOOL LOT a BLO+.:I~:: a SUDL~ T V TS I Oi'd ~ 'EC+UT-IWOJD T HA',1E E:~ AM 2 CRIED THE:. OFr T ~=:::4L ZQC:} I N+~ "IAF' OF THE ~~ I Ti' OF !_ OLLE'~E STAT I Ohl A1'*!D DO HE]T:EE~Y + EF:T I FY THAT THE A$C14JE DESi_ ~: I EtED i AhdD t~~A'r E{E 0+ +=:Ui=' I ED T C~4 A+=:i_:CIF:DAh!- :E WITH THE !?E+::~U!_AT I Of~aS FDA: ZDh1 I ~i+~ D T STS: I !~ T _ _ AE e'E~: OF:D I lVAN+= E hJO. 1 E38 .~UE+JE!= T TO THE FOLLOWT I~i+~ ~1AIT: I APd+= ES 4 E`~: ~I:EFT I Oh.IS ~~!~: SF'E+= T AL F'E'?U I ~:EMEhdTS A5 ;= OLLOWE: SF I HEF:EDY += E)?:T I F4' THAT TH ? ~~ SU I LD I N+.~ HAS E~EEh! I C•~SF'E+t TED ACID THA"~ T -r ~= Ahd8E USED AS +~~:UUI=' E - EL~U~ : ~T I Dh1Ai_ , +~I?:OUF' 0+.:!=:UF'Alui= `j +~:LASS T F I i (1T TON AS DE=" I n.IE?' DY THE STAh1DAF:D EtU I `~D I ha~=~ ~ :ODE BLiEjJc+ T "'"C! THF_ TOLL ^W I h.I+~ SF'E+:: I F T t.: ~:E!?U I ~:EME!!IT~ e ~, Df-11E~ t:E~IJILDII~I+a OFFI~.IAL? 1), AN ELEVATION CERTIFICATE:FDR THE NEW ADDTTIONS MUST BE PROVIDID THAT MEETS THE DRA]NAGE ORDINANCE REQUfIRELyENTS OF THE BASE FIAOD EI~VATION' ?'LTJS FOUR(4) FEET. 2) , THE LEITEfZ OF MAP Al"~V1I"lF~TT MUST BE SU&~!iTl~'ED TO ~'El~?A THROUGH THE CITY OF COLLEGE STATION BY FRIDAY, OCTOB~ 1, 19990 3) . THE LANDSCAPING A1QD IRP.IGATION SY.ST~'~~ ".^~iJST BE IPISTALLFD PE[~ THE APPROVED PLANS BY 1~NDAY, NOVII~2BER 15, 1999. 09/27/99 13:08 '$409 764 3496 DEVELOPMENT SVCS II.Qj 001 :~~:~~:~::~~::k~:~:x~~~~~::kxc*x~~e~:~e:~~:~c~k :~:x~x ACTIVITY REPORT ~~~ ~~~~c~~*~c~~~~~~xc~c~e~~*~~~~~~~e TRANSMISSION OK TX/RX N0. 9219 CONNECTION TEL 9p6945612 CONNECTION ID START TIME 09/27 13:06 USAGE TIME O1'21 PAGES 3 RESULT OK RtJG 11 '99 013~47AM EARTLETT COCKE, INC. P.2 !'E~_,AT TtU )RY PAYMI:1~7• ~IOND PUitSLIANT '1'O C>{~,E~22 ~ ` I ~ TLXAS GOYERNMCNT CODE AS AMLNUED III" T1IC 73RD T~lLAt3 L.L.r1SLATURI?. 1942 (McGRI?GOR ACT - PUALIC wORK3) Bond Number: 81~t®.5+t31 iiiNUW a1LL M>VN 13Y TIILSG PRF.&CNT3, That Harile[t Cocke, lqe. P. O. 13oa 34936 Sart Antoolo, TX 782b5 hcreina[tar called the Principal), as principal, and PhSDERAL INSUttANCly COMPANY, a corporation organized snd cRistin8 under the laws of Iho State of •Indlana, licensed to do business in the State of Texas and admitted to write bonds, as surety, (hereinafter called the Surety). are held and firmly bound unto Gulle~e Station Consolidated Iedepeedent ScAou1 District 1812 Welsh, College Station, TX 77846 ' (hereinafter called the Obiigce}, in the amount of Tyeatr Oee l~lltllon Five Thousand Six hundred Thirty One and No/10[I (Dollars) 1521,005,631.00) fur tha payment whereof, tha said Principal snd Surely bind thcmtaelvcs, aad their heirs. administrators. executors, successors, and assigns, jointly and sotieralfy. firmly by these presents: 4v1iTREAS, the Principal has entered into a ecrrain contract with the Obligee, dated the Eod day of Decetobec, 1996, for College Statloo Consolidated 1SD - A 8c M Consolidated high School EaQsaslon snd Renovation ProJtxt which contract is hereby raferrcd tc snd made a pai;t hereof as fatly and to the same extent as i[ copied at length hctcin, Nf)W, TI•IERCFORE, TIIL+ CONDITION OF TIlI3 ODLIGATION 15 9t1CH, That lF the said Principal shall pay all claimants supplying ffibor and materiel to •hlm or a subcontractor in the prosecution of the work provided for in said contract, then this obligation shall he null and void; otherwise la remain in full force and effect, hROVIDEU, FIO~YEvEI~ That this bond is executed pursuant to the prov[sions of Chapter 2253 of the Texas tioverntnent Code as amended and alt linbilitics on tJt9s bond shall be determined in accordsnce with the provisions, conditions, and limitations of said Article to the lama astans as if it were copied at langth herein. IN W1fNE59 W'fIER1;OF, the said Principal and Surety have si5trcd and sealed this ittstrumenr this 24th day of Febtva~y, 1997. Principal: Ifsrllell Cocke, Inc. BY: G~~, GN~lµsA~ A~ 11 '99 08~4i3AM EARTLETT COCKE, INC. p•E P01NER OF ~ITTORNEY ~ Knew all Men by these Presents, That the FEDER,gL INSURANCE COMPANY, 15 Mountain View Road, Warren, New Jersey, $n Indiana Corpora. tion, has constituted and appointed, and does heresy constitute and appoint Pati1 W. Poettgen, Tha~aas A. Drawert, A. C. Tincr Jr. and Maryanne S. Christensen of S,an Antonio, T~xas--------------,..________,_______________-__ each its true and lawful Attorneyin•Pact to ettacule under sucft designation in itG name and to effi>< its corporate seal to and deliver for and on its behalf as surely thert~on cr otn®rwise, bonds o! any at the fallowing classes, to•wit; t. Ganda and Undet78kings (other than Bail Bonds) filed in any suit, matter or proceeding in any Coun, or filed wittl any Stteritf or Magisrrat®, for the doing or net doing of anything specified in such Bond or Undertaking. 2. Surety bonds to the United States of America er any a~genry that®of, including those required or p®rmitted under the laws or regulations catering to Customs or Internet Revenue; License and Permit Bonds ar otn~er indemnity bonds under the laws, ordinances or reguiatitsns of any State, City, Town, Illage, Board or other Dody or organization, public or private; bonder to Transpartatlcn Companies, last Instrument bonds; Lease bonds. workers' Compensation bands, Mist®llaneous Sur®ty bands and bonds on behalf of Notaries Public, Sheriffs, Deputy Sheritf5 and similar public: officiate, 3. Bonds on behalf ei contractors in canneetion with h~ids, proposals or contracts, In witness weeraet, tree saje eEOERaL tNSURANCE COMPANY has, pursuant to ire By-Laws, caused these Drosemm to bB aignea q rte vice President ane Aseislant Sectetary and its eorperate sea, to be Hereto atf4,rad this 1 ~ t dey o1 January t9 91 IeEDERa YtIASiCE COMPANY ar u r ~~ . oiadn Yiee P7'eeldert On leis 1 g C day Of JatiLlary 18 91 . before me perleraity came Riemplt! R. Q'conrOr to mg krgwn end q me tcnawn to be A4SiCtOnt aeototay of ins FEOEPAI.INSURANCE COMPANY, too coryoration tloseribo6 in and vnkh executed tr+e le~egamg Pbwe~r of Atromey, area me raid Rieham D. O'Connor eeing by me duq sworn, did doposo ants say roar ne to Atteletant Secretary a too PtEDERALVNSYRANCLr COMPANY and tene+s 1m0 e0rpdhla loal tnereoh tt+al the seal aNi~ed to Ina foregeing Poaier dl Amamy if sut:n corppra~ seal and rtes thereto atfitt00 q aurRority er tort arcane of eai0 Company. and roar he signed aaid Pdwer of Attemay az Asai,tant $enratary or aelN Cormpany by like autnoNty; and treat ne a aequatn+ee faith James Q Dhon area xno+,e~ him td be the trieo Prgsldani of said Company, ano roar tree algnaturo of said lames a. oHron subscribo0:o said C~rgr d Anomey la Ir the genuine nand+amting et saidJatmos D. D't-on end.rae enerrne aubseRDed by autnoriy or said Bt-lJ1M®and to depdnem's presence, r~atanal se ~ ~ AeYne+ledgod and S~+am to teeters me ~r en the dare aDOw :ri o ~~ ~ lAt~r A SCAVgf~ Notary Public • `~ ~ CffRhflt.ATtoN t'loterY Public, Slate of New lerS~ IVC iU68520 STATE Ot= NEw JERSEY ~ S$, Corrmissien Espirea 6Neber Z, t99zi• County'of Somerset !, tnA unden3lgnad. A9>IiatOrrt secretary of the FEDERAL INSURANCE COMPANY. de nereq eettity +not too tons+ng is a true eicerpt from tree 13yLaMS et tree said Company a: adoptor7 by Its t9oerd o! OlreelOrG on Margin a, 1990 and that this 9rLa+ +s .n ruts roMe and ene~t, . ~yw'rICLE xvw. 9ectien 2, alt bonds. undertekfnga, eentraeta sod ether ihstrutnerrm scar theut es ahao fdr ano on DonaN d the Cernpany torch it is nutnenzed q leer er its cmanor tp oeuKWe, may aid ehen De eescuted to the'name and en behall of Ina Company either gr tree Cnaitn+an a too ~~teo Cnainnan et the Preekient er a ~iee P+eeidant, jdinny *ritn rho Socrotnry or an Asalalant 9eeretary, under their respeel+e designations, eaaept fret any one or more oMiears er ateerneysimtea designated in any rosoltrtipn or trle Eoard v! Olreetors ar the Eaeeun~e Comrtrittee. or in any ponor of anoreey eaaeuted act PreAded for m Semlo~ 3 below, may execute any aueh bond, YrderaRin$dr alher Ol>ligatier as proriddd in SUCH raadYtlon or pprrgr Ol aSlOmey, . 5oetion 3 All powaR d annrney tOr and do behalf of too Company may and ghat! be mecNed lr the name and on behalf d tFte Cempary, caner q too Chairman a fns V'~ Chairman tx tree Pteaidenl a a Vice President er an Assistant Vlee Prvsidan+, jointly tiro ane SaerWry or an AfBi¢gnt secretary, under their raapeeths derllg~atlene• Tree signature a aueh erimrS may bs ongrauod, prlnte6 or tNhographed. The signatwa o! earn er too ialls.ing oRSeorx: Choirman, Yies Chairman, ProsiEOnt. any tree President, any 4esletant Yiw pReidem, any Seeteta~t any Asainarn Soerrnary and Ih8 &e8l or tAe Cempeny may be aMiaed bylaesimila to arty power er at£eriry or m any eeitirsaoe telaling thereto appantirg As9istartt gocnolarga a Allorr,eyriln.Feh br purposes onhr d e+tacuting and erasing Hoods and unypnatings and ptrgr rnti+gs ebligalery in the t-ature tneieel, and any seen power of anorney or eeraiea bearing sash rdeaimiie signature er fi6imiM real shalt bo plid and birdinq upon the Cempsny ane any audit power Ro oioIIUtod and cenlfled by such leCbimba ai9ne+ure and faceimae seal shall be +alld and binding upon Ina Cemoar+ywSth respect to any bend ar undenaMing m vhien it is aRaenad;' I Iunnor rarely tma+ said ~EOSaa~ INSUaaNeE tt7YPANT is emy t:mn:~d to tnuraaor ndalitr ano surely business in earth d Ina Sttaee art ire unitoC stasos a America, DistrlCS d CdYmbie, Ptieroo Rteo, end each or the Pra;nees of Canaea Kiln rho eseeptidn of Prince t;o+am IslanO; anQ is alto duly IiCOM1Sed m Daooma ode aureq en horde. urdenattimga, rte., panmmo0 or reQUlred by law, I, the underelgnea Aeaialsni SeDretarY of CGDEAAL INSUt?ANGE GOYAANY, de h~~danilythat Ind fdragPinQ FlM4r dr Aflotmey is in It~~~~ enoct. 97 Givon under my harp Ono tn9loat er geld Company et 1Yerron, N,J„ Farm t$.to.ot3g {t'Ie~, 4gpl GENERA! (FOAM[?ALY Q+.1pd3g3) rgr[I~~1TEO 6~iS~ STATE OF NEW JERSEY ~ S8. County of Somerset Aug-11-99 03:OOP CSI~D Construction Svcs 409 6945612 P.Ol ~u ~~"~u~ ~~'~''~~~~ College Station Independent .School District 1 ~ ,~. ~::• ~ ~sellertce In ~fdutatiart...~st Irtvestrrtertt In the futtcn 4 L ... , ~ `,~~ •~'ro,r _5C i{oc~ THE FAX Please deliver the following pages to: 1 ~} NAME: 1t~ ~lX ~ l ~l ~' COMPANY: ADDRL?SS: !~'I:~UM: DATE: ~ L ~~ [ _` 1 FAX NO: ~~ ~ _ ~~ [ ~P TEL NO: ~ ~ -t ~ ~ r NUM6ER OF l'ACL5: ~ {including; ruver,heet} Cun~t.ruct,iott Service 151 4~'~lyh ~3tre~t t~oilc~c~ Stntiati,'TY 77b40 •10!f-Ei9•~-:,610 F~~L.'~ •109-G9~~ifii:' ,J1M SC'_1LES. Ph.n. Sap~ri r~ terul~n t o f .Schools Aug-11-99 03:OOP CSISD Construction Svcs 409 6945612 P.02 • ••~'~~~~~ College Station Independent School District y~ ~eflence In ~ducation..,.~n InvPSCmenc In rlhe ju:ure August 11, 1999 Letter No.2l 35 Ms. Natalie Ruiz:. City of College Station P.O. Box 9960 College Station, Texas ?7842 Subject; A&M Consolidated High School Requirements of Conditional Certifteate of Occupancy Dear Ms. Ruiz: In accordance with your request we ask for your acceptance of this letter as our guararttce that it is College Station ISD intent that the landscaping and site work improvestents will be completed in accordance with the approved landscaping plan for this school. As additional assurance of the completion of this work we pccxnise to not release Bartlett Coeke's Performance and Payment Bonding on this project until we have your acccgtanee of the landscaping and site tivork performed by them under their contract with us. With the above. commitment on the part of College Sz<~tion ISD we understand that bonding to the City of College Station will be waived as a requirement for College Station ISD and Bartlett Locke L.P, Please confirm that this written commitment is acceptable and will be honorod by the City of College Station. Yours truly, W. J. Construction Manage W1S/cs:b cc: Dr. Jim Scales David Neal ,ferry HooglJohn Stockhorst -Bartlett Cockc LP Jeff Kalista - VLK Steve Aloway - VLK Scott Dunning - VLK File LlPIC f.:c~n~;itru~;t,it>n Ser.wices IiftY ~+V~tsh >crrs~r. C•oltegi: Station, 'I'X 77$.0 40!>-G59•rifitU h'A.Y4A!)-ti9a ~61l JIM SCALES, Ph,D. ~~ ~v G~~ From: Steve Hom ._.,. ~. To: JCAL Y, KLAZA; VMORGAN, SVOLK Date: 5/ 96 4:58pm Subject: M<Consoldated'High hoof **FYI** I spoke with Davi ayes, CSISD's engineer, about the depth of water in the large student parking lot during storm events and the proposed tennis courts. During the l00 yr event., there is approximately 2 feet of water in the outside drive aisle of the parking lot. By ordinance, the maximum allowable depth is 10 inches {0.85 feetj. They have 'one of two choices 1)enlarge the pond to ,accommodate the extra water, or 2)request a variance to the drainage ordinance. In regard to the tennis courts, I indicated to him that the drainage ordinance requires the CLOMA (map amendment) to be approved by FEMA and returned to us before a development permit_is issued. The reason for this requirement is that they are altering the Bee Creek Channel and that modification requires FEMA approval.. CSISD can choose~to take the risk that FEMA will approve this request and begin-construction. If by chance FEMA denies this request, they are'then subject to' whatever modifications FEMA will " require. He said that the school district did not have the time to wait on 'FEMA to approve the amendment before they began constructing the tennis ''courts. He was made aware of the possibility of constructing the proposed 'tennis courts that are'notcurrently in the floodplain, but this is not an option due to this 'area being entirely withim the floodplain. As in the 'previous instance, they again have two choices 1)wait on the approval from 'FEMA, or 2)request a variance to the drainage ordinance. These are the two options that they have. currently. This does not mean that they. can not submit a different plan that could' work. However, Veronica and I both. agree that we 'can separate the development 'into two,separate'phases', the east and west side 'with Welsh being the dividing line to facilitate construction. When all of this comes. down the pike, I wanted everyone to be aware of .what was '.said and. why we were-.making these requirements. CC: SNOE `~ F~ oop~ua6esy ~ uano py 'g ti . . r ~,~~` (~ y suaaouo~ }oa°oad aay}O °uo!ssnosip pue }ndul pooyaogy6laN °p suoi}!puoo ueld a}Ig °q .~~~~ ~~~. 6usdeospue, °o 6ui}y6il }ol 6u!~aed °e ~' ~ ~ ~ suaa}I uald a}!S aay}p °~ ~_ rt, ` `?~' Q„ ~ ~ uoissnos!p puG }ndu! pooyaogy6!aN °o eM~` r ~~ ~ 4~ sauoz looydS- ~ v~ ~-~~ ~ sleu6!s o!}}aal- ,+ ~~ l 6u!~aed }aaa}s-up- ~yl 6ui~aad'S o!}}aa} uo }~odaa }}e}s',~(}!~ 'q ~~ ~, }ue}Insuo~ ol}}eal aSIS~ uaoa~ }aodaa °a ~~~:' ~N~ `~ ~,,..- r ~~' ~ ~ u!~a~d'8 o!}}eal °E t uoissnase ua ndui oo ao 6ia °o .pp } .p u qu°N s}oafoad a6aulaap ~(}!~ uo }~oda~- 6uiseyd ~~afoad uo!suedxa looyos y6!H- :afeulaap uo }aodaa }}a}s ~(}!~ °q R}!oeda~ uo!}ua}ap len}~e °sn s}uauaaa!nbaa uoi}ua}a®- uoi}ua}ap a}!s-uo }o uos}cool- uoi}ua}aa~a6eulaaa a}!S uo aaaui6u3 I!n!~ CISIS~ uaoa~ }aoda~ °e ~ ' ")1 ..-)e~'d2C~` a ~UI~.14 "~ asod~nd 6ul}aaW- suol}onpoa}ul- aapap o} Ilan ~ ~ as}ua~ aauaaa~uo~ uo!~s}S aBallo~ 'W'd 0019664 `94 I!~d`~ `~spsan,~ ~aafoa~ uoosueclx~ IoouoS 4~!H - 6u!~aaW pooya®gyB!aN ®N3Jb' r "` SECTION 02950 -SITE PLANTING PART 1 -GENERAL A&M Consolidated High School College Station L S. D. College Station,. Texas 1.01 DESCRIPTION: A. Work Included:. 1. Furnish and install .all plants and provide all other. materials, labor, equipmeht, and appliances, and perform all work in connection with the planting of trees, shrubs, .ground. covers, and other such materials. B. Related Documents:.. The Drawing and General Provisions of the Contract, including .General and Supplementary Conditions, apply to the work of this Specification. 1.02 REFERENCE STANDARDS: A. American Joint Committee on Horticultural Nomenclature (AJCHN) Publication: 1942 Standardized Plant Names (2nd Addition) B. American. National Standards Institute (ANSI) Publication:. ANSI 260.1-1986 Nursery Stock C. Association of Official Analytical Chemists (AOAC): 1975 Official Methods of Analysis (12th Addition) 1.03 QUALITY ASSURANCE:. A. All shipments and orders of plant material shall be properly inspected at the nursery or at the growing site by the Federal and State authorities having jurisdiction. B. Provide completed inspection certificate with the invoice for each shipment or order of stock. 02950=1 e SECTION-02950 -SITE PLANTING '~ A&M Consolidated High School College Station I. S. D. College Station, Texas C. All plant material shall be approved by the Landscape Architect before planting at the site. Approval of plants at place of growth and upon delivery will be for quality, size, and variety only and shall not in any way impair the right of rejection for failure to meet-other requirements during. progress of the work. 1.04 PLANT MATERIAL GUARANTY AND REPLACEMENT: A. ALI plants provided under this contract shall be guaranteed for one full year after ...planting,. and. shall be alive and in satisfactory growth at the end of the guaranty period,. B: An inspection will be made by the Owner's Representative within ten days of expiration of the guaranty period. All plant material installed under. this contract which. is determined to be dead or not. in satisfactory growth shall be removed and replaced with new plant material as originally specified. Replacement shall be made as soon as conditions permit during the next normal planting season. C. All replacement materials shall be plants of the same kind and size as specified in the Plant List. They shall be furnished and planted as specified for new planting. 1.05 SUBMITTALS, INSPECTIONS; AND TESTS: A. Within 10 days of Notice to Proceed, furnish a complete list of all planting materials proposed to be furnished and installed for approval by the Landscape Architect. B. The Landscape Architect will inspect proposed topsoil at its source to determine compliance with the specifications, and to approve the depth to which it may be striooed. 1 2. 3 If requested. at the time of inspection, take representative samples to the proposed stripping .depth. from several locations in the area under consideration, .but in no case less than 3 samples. Transmit sealed samples to the Owner's Testing Lab for testing in accordance. with methods approved by the Association of Official Analytical Chemists or the State Agricultural Experiment Station. belivery of topsoil may begin upon approval by Landscape Architect and the Owner's Testing Lab. , '' 02950-2 SECTION 02950 -.SITE PLANTING A&M Consolidated High School College Station I. S. D. College Station, Texas C. Fertilizer: Analysis and associated soil. improvements will be made by the Owner's Testing Lab using methods approved by the Association of Official. Analytical Chemists or the State Agricultural Experiment Station. D. Tree Paint: Submit manufacturer's product data and instructions for approval. 1:06 DELIVERY, HANDLING, AND STORAGE: A. Deliver all non-plant materials in manufacturer's original, unopened packaging with labels legible and intact. Store materials off the ground in an area protected from weather. B. Handle ...all plant material during shipping to prevent drying out,. heat or cold damage, or damage to roots, trunk, stems, and foliage. Damaged materials will not be accepted. C. Schedule delivery of plant material to the site so that planting takes place as soon as practicable after arrival. ..Maintain at all times a liberal supply of burlap or bagging to cover .and protect the roots of stock arriving from the temporary nursery from drying out until actual planting. 1. For balled .and burlapped or container plants which cannot be planted immediately, cover the bali with moist soil or mulch, or other suitable protection, to prevent drying from wind and sun. 2. Bare root plants shall be planted or heeled-in .immediately upon delivery. 3. Keep all .plants watered as necessary until planting. PART 2 -PRODUCTS 2.01 MATERIALS OTHER THAN PLANT MATERIAL: A. Topsoil 1 All existing topsoil striped for this work and suitable for reuse shall be stored on site as directed by the Landscape Architect. Dispose of all excess topsoil on the site as directed by the Landscape Architect. 02950-3 SECTION. 02950 -SITE PLANTING A&M Consolidated High School College Station I. S. D. College Station, Texas 2. 1f the quantity of existing topsoil is inadequate to complete the work, furnish sufficient topsoil to properly install all -work as specified and indicated on the brawings, and as follows: a. Natural, .fertile, friable agricultural .soil, having characteristics of representative productive soils in the vicinity, and obtained. from naturally well-drained areas. b. Topsoil shall not be excessively .acid or alkaline nor contain toxic substances. c. Topsoil shall be without admixture of subsoil and shall be reasonably free from clay lumps, tones, stumps, roots', live plants, or similar substances one inch or more. in diameter, .debris, or other objects which might be a hindrance to planting operations. d. Topsoil shall be #ree from Johnson grass (Sorgum halepense), nut grass (Cyperus rotundus), and objectionable weeds. B. Prepared soil for planting beds: 1. Composed of 50% topsoil, 50% Acid Gro "Double-Duty" Mix, with 5 pounds of commercial fertilizer per cubic yard, thoroughly and uniformly mixed. 2. May be either. pre-mixed or .mixed in place by spreading aIC materials uniformly over the entire area to be prepared and rototilled thoroughly until a .homogenous mixture. is achieved. C. Backfill: 1. Planting beds: Prepared soil 2. Planting pits (trees): Existing soil except that ..very poor soils, gravel, hardpan, or other soil deleterious to plants shall not be used. If existing soil is unacceptable, over excavate pit width by 50% and backfill with approved topsoil... D. Fertilizer shall comply wifh applicable State laws- and shall be uniform in composition., dry, and free flowing. Fertilizer which has been wet or is caked or otherwise damaged will not be allowed. E. Acid Gro: Shall be Acid Gro "Double-Duty" .Mix by Soil Building Systems, Inc., 5801 Harvest HiII Road, Suite 2049, Dallas, Texas 75230, .(214.) 239-4777. F. Surface Mulch: Commercial grade shredded cypress mulch. 02950-4 SECTION 02950 -.SITE PLANTING A&M Consolidated High School College Station I. S. D. College Station, Texas G. Water: Provide an adequate supply of clean, fresh water to complete the work of this contract. ..Furnish .all necessary hoses, equipment, attachments, and accessories for the adequate irrigation. of planted areas as specified. H. Tree Protection: Provide and install one "Arbor-gard" per tree as .manufactured by Deep Root Corporation, 7354 Bolsa Avenue, Westminster; CA .92683, (714) 898- 0563. I. Edging: Steel, 1/8 inch x 4 inches, painted dark green, as manufactured by Pro- Steel; 5124 Kaltenbrun, Fort Worth, Texas 76119. J. Tree Paint: Waterproof, adhesive and elastic, antiseptic; free from kerosene, coal tar creosote, .and other material injurious to the life of the tree. Proposed tree paint must be approved by Landscape Architect prior to use. 2.02 PLANT MATERIALS: A. Plant List: Indicated on the drawings. B. Nomenclature: Plant names indicated comply with the AJCHN "Standardized Plant Names." Names indicated that are not included in the AJCHN publication generally comply with local nursery practice. C. Quality and Size: Comply with ANSI 260.1. 1. All plant material shall be nursery grown. unless .noted otherwise. 2. Plants shall have a habit. of growth that is normal for the species and shall be sound,' healthy, vigorous,: and free from insect pests, plant diseases, and injuries. 3. All plants shall equal or exceed the measurements scheduled. Measurements shall be made before pruning, with branches in normal .position. Any necessary pruning shall be made at the time of planting. 4. Substitutions will be allowed only-.upon written documentation that the specified item is -not available.. 02950-5 SECTION 02950 -SITE PLANTING A&M Consolidated High School College Station I. S. D. College Station, Texas D. Balled and burlapped Plants: Designated as "B&B" in the plant list. 1. Dug with firm, natural balls of earth of sufficient diameter and depth to encompass the fibrous and#eeding root system. necessary for full recovery of the plant. 2. Balls shallbe firmly. wrapped with burlap or similar material and bound with twine, cord, or wire mesh. 3. Ball may be secured to a platform to prevent breaking or cracking during the planting process. 4. Plants grown in containers will be accepted as "B&B" provided that the plants have been grown in the container for a minimum of one full growing season prior to delivery. PART 3 -EXECUTION: 3.01 GENERAL: A. Planting operations .shall proceed as rapidly as possible as the site becomes available, consistent with normal seasonal limitations for planting work. 1. Planting operations may be conducted during. unseasonable conditions at Contractor's risk and at no additional cost to the Owner. This does not alleviate :Contractor of specified requirements and guaranty. 2. Do not plant any material in frozen ground. B. When unsatisfactory weather conditions occur during planting such as drought, high winds, or excessive moisture which are likely to produce unacceptable results, all planting work shall be stopped. Do not resume until desired results can be achieved or until alternate or corrective measures are approved by Landscape Architect. 3.02 PREPARATION AND LAYOUT: A. Planting Bed Preparation: 1. Shrubs: Install prepared soil to a uniform full depth of 12 inches. 2. Groundcover and seasonal planting: Install. prepared soil to a uniform. full depth of 6 inches. Cultivate to a depth of 9 inches and grade smooth. 3. Top of finished beds shall be 2 inches. above adjacent finished grade. 02950-6 SECTION 02950 -SITE PLANTING A&M Consolidated High School College Station L S. D. College Station,. Texas 4. All planting beds shall receive shredded mulch top dressing as indicated on the planting details. B. Layout:. 1. Locate planting materials as indicated. Make necessary adjustments for underground or overhead obstructions encountered, as approved by Landscape Architect. 2. No planting, except ground cover and seasonal .planting, shall be placed closer thane 2 feet to any pavement or structure. 3. Install all edging in straight lines; smooth .free-flowing curves; or bent at crisp,.. sharp..angles as indicated on the Drawings. Touch-up all damaged paint finish on edging after installation. 3.03 PLANTING OF TREES AND SHRUBS: A. Do not take any tree or shrub from the temporary nursery for planting until the pit or hole in the section tote planted has been properly excavated and prepared. B. Pit Size: 1. Nursery trees: Minimum of 13 inches larger than the root-spread or root-ball. 2. Smaller plants and shrubs Minimum of 6 inches wider than root-spread. 3. Where unsuitable soil conditions are encountered, over excavate pit width a minimum of 50%. C. Set all plants plumb and straight. Set at such a level. that, after settlement, a normal or natural relationship of the crown of the plant with the ground surface will be established. Locate each plant in the center of its pit. D. B&B Plants: Uniformly loosen soil at the bottom of the pit to a depth of 3 inches. Place plants in their wrapped. ball so that. after settlement they will stand at approximately the same depth as in the nursery. E Water each plant thoroughly when thepit istwo-thirds backfilled. After watering, backfill shall be well tamped into place and then additional soil placed up to the level of the adjacent surrounding grade. Construct a 4 inch high soil lip around the perimeter of the pit to forma "rain we11" .and place a 2-3 inch deep Layer of mulch inside. 02950-7 SECTION 02950 -SITE PLANTING A&M Consolidated High School College Station I. S. D. College Station, Texas F. Pruning: i ' 1. Each tree and shrub shall be .pruned in accordance with standard i horticultural practice to preserve the natural character of the plant. Pruning shall be done with clean, sharp tools. 2. Bruised or broken parts of large or fleshy roots shall be cut off smooth before j planting. Make all pruning cuts flush with the trunk or branch. Alt dead and 1 broken branches shall be removed. 3. Paint all cuts over 1 inch in diameter with tree paint to cover all exposed cambii and other living tissues. 3.04 PLANTING GROUND COVER AND SEASONAL.PLANTING: A. Spread commercial fertilizer at the rate of 4 pounds per 1,000 square feet over the entire area to receive. ground cover and cultivate into the top 6 inches of soil. B. Plant to within 1 foot of tree trunks and shrubs planted within the same area. -3.05 CLEANING: A. Maintain all paved areas and haul routes free of soil, rock, manure, peat, and other lantin material. p 9 B. After completion of planting operations, remove all excess planting materials from the site and legally dispose of. 3.06 MAINTENANCE: A. Maintenance shall begin immediately following the last operation of installation for each portion of work, and shall continue as follows: 1. New planting shall be protected and maintained until installation of planting is complete and accepted. 2. Maintenance shall include watering, weeding, mulching, cultivating, removal of dead material, resetting plants to proper grades or upright position, J .02950-8 SECTION 02950 -SITE PLANTING A&M Consolidated High School College Station I. S. D. College Station, Texas Ij restoration of the "rain well", .and other necessary operations required to maintain the planted. material in a healthy condition. B. At the end of the maintenance period the Landscape Architect will determine the .acceptability of the completed work, exclusive of the possible replacement of plants during the guaranty period., and if further maintenance is required. C. The Landscape Architect will notify Contractor in writing of deficiencies noted and requirements for completion of the work. Maintenance or other work remaining to be done will be subject to reinspection prior to final acceptance. *** END OF SECTION *** I .02950-9 SECTION 0281:0 -IRRIGATION. SYSTEM A&M Consolidated High School College Station I.S.D. College Station Texas PART 1 -GENERAL 1.01 DESCRIPTION A. Work Included: 1. Piping, fittings,. and miscellaneous accessories. 2. Valves,. sprinkler heads, and controllers. 3. Testing, adjusting, and balancing. B. Related Work: 1. Trenching, Backfilling and Compacting: Section 02221. 2. Electrical requirements: Division 16. 1.02 REFERENCE STANDARDS A. American Society for Testing and Materials (ASTM) Publications: ASTM D 2241-89 Poly (Vinyl Chloride) (PVC) .Pressure Rated Pipe (SDR Series). ASTM D 2466-90a Poly (Vinyl Chloride). (PVC) Plastic Pipe Fittings, Schedule 40 ASTM D 2564-91 Solvent Cements for Poly (Vinyl Chloride) (PVC) Plastic Pipe and Fittings ASTM D 2855 Standard Recommended Practice. for Making Solvent- Cemented Joints with Poly (Vinyl Chloride) (PVC) Pipe and Fittings B. Natural Electric Code C. City of College Station Plumbing Code D. Standard Plumbing Procedures 02810-1 t SECTION 02810 -IRRIGATION SYSTEM A&M Consolidated High School College Station I.S.D. College Station, Texas 1.03 SUBMITTALS: A: Shop Drawings: Indicate layout, circuiting,. and installation details. 1.04. QUALITY CONTROL: A. Installer Qualifications: .Project foreman shall have a minimum of five years experience inthe installation of irrigation systems similar to the work of this project. Foreman shall be present at all times during the installation of the irrigation system. B. Irrigation work shall comply with the City of College Station Plumbing and Electrical Codes. C. All plastic pipe shall be certified by Manufacturer to have passed or be able to pass Anhydrous Acetone Immersion Test. D. Do not allow irrigation system work to be covered up or enclosed until all work has .been inspected, tested, and approved by the Architect and local governing authorities. 1.05 SUBMITTALS: A. Product .Data: Submit for Architect's approval 1: Complete materials list. 2. Manufacturer's installation instructions which, when approved,. shall become the basis for inspection and acceptance or rejection of installed work. 3. Shop drawings shall be prepared by a Licensed Irrigator. B. Certificate of Compliance: Indicating that all .installed materials comply with the specified requirements. C. Extra. Materials: Upon completion. provide the Owner: 1. Three keys for valve locked-top. 2. Three valve couplers. 3. Three hose swivels. 02810-2 A b SECTION .02810 -IRRIGATION SYSTEM A&M Consolidated High School College Station I.S.D. College.Station, Texas p. Record Irrigation Drawings: The Contractor is responsible to prepare two (2) .copies of record drawings on blueline prints which shall shove all deviations from the bid documents made during construction. The drawings shall indicate and show approved substitutions of size,:. material and manufacturer's name and catalog number. The drawings shall be delivered to the Owner's designated representative prior to final acceptance of work. These drawings shall be prepared by a Licensed Irrigator. 1.06 DELIVERY, STORAGE, AND HANDLING:.. A. Deliver materials. to job .site in Manufacturer's original unopened packaging. Transport plastic pipe. on a vehicle .long enough to allow pipe to lay flat without bending. B. Store materials off the ground, protected from weather and damage. Do not install items that become cracked, broken, or otherwise damaged or non-functional In the event of damage, repair or replace at no additional cost to Owner. PART2-PRODUCTS 2.01 POLY VINYL CHLORIDE (PVC).PIPE AND ACCESSORIES: A. Pipe: ASTM. D 2241, Type I, Grade 1 or 2, .minimum hydrostatic design stress of 2,000 psi. 1. Minimum burst pressure: a. 3/4 inch diameter and smaller: 315 psi. b. 1 inch diameter and larger: 200 psi. 2. Continuously and permanently mark with manufacturer, pipe size, IPS size, type of material, and code number. B. Fittings:.. ASTM D .2466 Schedule 40, Type 1 or II, socket type. C. Sleeves: ASTM D 2466, Schedule 40. D. Solvent Cement: ASTM D 2564.. 02810-3 SECTION 02810 -IRRIGATION SYSTEM A&M Consolidated High School College Station I.S.D. College Station, Texas E. Risers: Rainbird, or other manufacturer approved. by Architect. 1. Lawn heads: Risers shall have flexible, damage-resistant rubber nipple belovv grade. 2. Quick coupling valves shall have multiple swing joint assembly nipples and elbows.. As-per details. 3. Swing. joints: Swing joints shall be Lasco 0-Ring .Seal type. 2.02 VALVES: A. Wire .and .Splices: .All wire shall be .single strand solid copper, sized by the Contractor and shall be a minimum 14 gauge vvith Type OF insulation which is .Underwriters Laboratory approved for direct underground burial when used in a National Electrical Code Class II Circuit (30 volts AC or less) as per Articles 725 .and 300. Voltage drop shall be taken into consideration. All wire shall be color coded so that the common wire shall have white insulation and the signal wires shall have red insulation. All. wire connectors shall have atwo-piece PVC housing which, when filled with resin epoxy and pressed together, forms a permanent, one- piece, moisture-proof wire splice. All connectors shall be U.L. Listed, rated 600 volt, for PVC insulated wire. No wire nuts shall be allowed. No wire splices shall be buried. All wire connectors shall be 3M-DBY approved equal. 'All. wire shall be considered incidental to the cost of the project. B. Quick Coupling Valves: Brass or bronze body and. parts able to withstand. pressure of 150 psi without leakage, 1 inch female inlet, IPS with one-piece, single lug, single key with self-closing cover. C. Double Check Valve Assembly: A double gate valve, double check valve assembly shall be located as shown on the plans. Assembly shall include two spring loaded brass check valves. and two cast iron gate valves with. flanged type connections. Double check valve assemblies shall be FEBCO 805Y or approved equal 1'. Valve: boxes: Precast concrete with locking, cast iron cover and frame, with cover permanently marked''Water". 2. Approved manufacturers:. a. Christy Products. b. Brooks. D.. Electric Controller and Valves: Electric irrigation controller shall be capable of operating the. stations as .indicated. on the drawings. 02810-4 SECTION 02810 -IRRIGATION. SYSTEM A&M Consolidated High School College Station I.S.D. College Station, Texas Powersource. shall be standard 120 Volt 670 Cycle AC. Output for operation of companion solenoid actuated valves shall be 24 Volt 670 Cycle AC. Wiring to valves to be as hereinbefore specified (2.1.D). Electric remote control valves shall have brass bodies and covers and shall be globe-type diaphragm valves of normally closed design. Operation shall be accomplished by means of an integrally mounted heavy-duty 24-V AC solenoid complying with National Electrical Code, Class 11 Circuit. Solenoid coil shall be potted in epoxy resin within a plastic coated, stainless steel housing. Solenoids shall be completely. waterproof, suitable for direct underground burial. A flow stem adjustment shall be included in each valve..- The valve shall be able to be used with dirty water. The valve shall be able to compensate for pressure through the use of a pressure regulating device. Electric remote control valves shall be Toro 216 series valves. All electric control valves shall be enclosed in a valve box. This valve box. shall be properly supported and of sufficient construction that tractors and mowers crossing over the box will not push the box down and crush the pipe, valve, or box. E. Manual Control Valves: Manual valves greater than 2 shall be all brass, gate type with solid wedge disc and integral seats, and shall be rated at 200: pounds W.O.G. All valves shall have wheel handles unless cross handles are called for on the planand shall be Ohio brass 1502 and 1502-X, NIBCO #22 and #33. All manual valves 2" and smaller shall be Speers compact design plastic ball halves produced from virgin PVC Type 1, Grade 1 with Viton "o" rings with Safe-T-Shear stem or approved equal F. Valve Boxes: 1. Electric Valves: Boxes #or electric valves 3" and .smaller shall be Brooks 1419 Standard Series with snaplock cover. or approved equal 2. Wire splices: Boxes for wire splices shall be Brooks 70 Series with snaplock cover or approved equal 3. Manual Valves: Shall be Brooks 70 series with snaplock cover or approved equal. G. Concrete Materials: Materials for concrete vaults, footings, and thrust blocking shall meet the requirements of the COG Standard Specifications Institute Item 7.4, Concrete for Structures. All concrete shalt fiave a minimum compressive strength of 2,000 pounds per square inch at the end of twenty-eight. (28) days. Concrete 02810-5 SECTION 02810 -IRRIGATION SYSTEM A&M Consolidated High .School College Station I.S.D. College Station, Texas shall have a minimum of four (4) sacks (376 lbs.) of cement per cubic. yard. 2.03 SPRINKLER HEADS: A. Manufacturer's standard unit of cycolac plastic, guaranteed to indefinitely withstand corrosive action of soils and waterused. B. Heads shall be designed to provide uniform coverage over entire .area of spray shown on drawings of available water pressure and as follows: 1. Shrubbery: Fixed. pattern, with screw-type flow adjustment. 2. Pop-Up Spray: Fixed pattern,. with screw-type flow adjustment and stainless steel retraction spring. C. Rotary Heads: Rotary pop-up sprinklers. shall be in-line combination type with positive drive by .means of awater-driven gear motor. Nozzles shall be readily accessible without removing'the upperhead assembly. Rotary type pop-up spray heads shall be Hunter as designated on the plans. See. plans for type of nozzle to be specified D. 4" Pop-Up Spray Head:. Spray heads shall pop-up a minimum of four (4) inches. The sprinkler body and all related parts' shall be plastic, cycolac or polycarbonate. They shall have a spring retraction for positive return action of the pop-up nozzle. This spring for retraction and the adjustable screw shall be made of corrosion resistant materials. Spray heads shall be Toro as designated on the plans. E. Special Heads:.. Special heads not. covered by these Specifications shall. be furnished in accordance with the specifications and details shown on the plans. 2.04 AUTOMATIC CONTROL SYSTEM: A. Controller: Controllers used on .this project shall be Rainbird .ESP - 32MC as referenced on plans. B. Low voltage system manufactured expressly for control of automatic circuit valves of underground sprinkler systems. Provide capacity to suit number of circuits as indicated. 02810-6 SECTION 02810 -.IRRIGATION SYSTEM A&M Consolidated High School College Station I.S.D. College Station, Texas 1. Control wire:: UL approved Type OF-600V, PVC jacketed, single-conductor underground cable. 2. Wire- gauge as required by length of run and .controller manufacturer's specification. 3. Splices for underground control wiring shall be UL approved for .direct burial C. Control Cabinet: 1. Attache a typewritten legend inside each. controller door indicating areas covered by each remote control valve. PART 3 -EXECUTION. 3.00 GENERAL A. This part shall include the placing of all specified materials at the locations and elevations as shown on the drawings or as established by the Architect. The work performed hereunder shall conform in every respect to the Contract Documents, the applicable City requirements, the applicable local ordinances and sanitary codes, the regulations of the State Health Department, the regulations of the Occupational Safety and Hazardous Administration (OSHA) and the regulations of the Environmental Protection Agency (EPA). In the event that the Contract Documents. do not .adequately .specify. materials, methods of construction or workmanship of any portions of the proposed work, the Central Texas Council of Government's (CTCOG) Standard Specifications for Pubic Works. Construction, as .amended in .the. Contract Documents, shall..: apply.:.. If the CTCOG Standard Specifications do not adequately describe the requirements of any portion of the work, the Standards of the Trade: shal I govern. B. The installation of he irrigation project shall be made by an individual or firm duly .licensed under Article No. 8751. VTCS, titled "Licensed Irrigators Act", S.B. No. 259 as passed by the 66th Legislature. The Contractor shall be specialized in commercial landscape irrigation installation and shall be approved by the Owner's designated. representative. All work shall be supervised on the site by a licensed irrigator by the State of Texas. `02810-7 SECTION 02810 -IRRIGATION SYSTEM A&M Consolidated High School College Station I.S.D.. College Station, Texas 3.01 SYSTEM DESIGN A. Design Pressures:. City Water Supply pressure and. as indicated on the drawings. B. Design location of heads is approximate.. Make adjustments as necessary to avoid obstructions. C. Where piping, heads, valves, or other elements of the system are indicated under paved areas but runningparallel or adjacent to planting areas, without indication of sleeves or other_special accommodations, the intention. is for the items to be installed in the planting area. D. Piping. Layout: .:Piping layout is diagrammatic. Route piping around existingtrees and shrubs in such manner as to avoid damage to plantings. _ Do not dig within the ball of newly planted trees or shrubs. In areas where existing trees are present, trenches will be adjusted on-site to provide a minimum clearance of four feet between the drip lihe of any tree and any trench. The. Contractor shall notify the 'Owner's representative in writing of a planned change intrench routing from that shown on the drawing. E Contractor's Responsibility: The Contractor shall not willfully install the irrigation system as shown. on the drawings when it is obvious in the field.. that obstructions, ...grade differences or discrepancies in equipment :usage, static water pressure, or area dimensions exist that might not have been considered in the engineering. Such obstructions or differences. shall be brought to the attention of the Owner's designated representative. in writing before work commences. In the event this notification is not performed, the Contractor shall assume full responsibility for any revision necessary. .3.02 PREPARATION: A. Prior to start of irrigation work inspect site to verify that the system may be installed as indicated. Do not begin work until unsuitable conditions have been corrected. B. Verify location of existing underground utilities prior to start of trenching. C. Field verify .all dimensions. D. Existing Utilities: 02810-8 q.. SECTION 02810 -IRRIGATION SYSTEM A&M Consolidated High School. College Station LS.D. College Station, Texas 1. Locations and elevations of various utilities included with the scope of this work. have been obtained- from the most. reliable ources available and should serve as a general guide without guarantee to accuracy. The Contractor shall examine the site and verify. o his own satisfaction the locations and elevation of all utilities'and availability of utilities and services required. ;The. Contractor shalt inform himself as to their relation to the ..work and the submission of bids shall be deemed as .evidence. thereof.. The Contractor shall repair, at his own expense, and to the satisfaction of the Owner's designated representative, damage to any utility shown on or not shown on thee. plans: 2. Should utilities not shown on the plans be found during excavations, Contractor should. promptly notify designated representative for instructions as to further action. 3. Contractor shall make necessary adjustments in the layout as may be required to connect existing stubouts, conduit locations, etc., should.. such stubouts or locations not be located exactly as shown, and as may be required to work around existing work at no increase in cost to the Owner. All such work will be recorded on as-built drawings and turned over to the Owner's`designated representative prior to final .payment. 3.03 PIPING SYSTEM: A. Trenching: Refer to Section 02221. All lateral piping shall be buried a minimum of 12 inches below finished grade. Al) main piping sha11 be installed with a minimum of 18" of cover. B. Carefully inspect all pipe and fittings prior to installation: Remove all dirt, burrs and reaming. C. Lay pipe on solid subbase with markings up, uniformly sloped, as indicated. Connect piping to building system in location indicated. 1. Slope circuit piping to drain valve at least 1/2-inch in 10 feet of run. 2. Seal all: wall penetrations. 3. Restore damaged landscaping. D. All piping passing under paving or other slabs more. than 6 feet wide shall be installed in Schedule 40 PVC sleeves: E. Make all piping joints with specified solvent cement. Joints shall set a minimum of 02810-9 SECTION 02810 -'IRRIGATION SYSTEM A&M Consolidated High School College Station 1. S. D. College Station, Texas 15 minutes prior to handling or moving, and 24 hours prior to filling with water. '~, F. Centerload piping with a-small amount of backfill to prevent arching and whipping ~ under pressure. G. Backfil( trenches in accordance with Section 02221. after. all inspections and corrections have been. made and the systemhas been accepted by the Architect. j H. PVC pipe shall not be installed when there. is water in the trench,. nor shall PVC pipe be laid .when temperature of 40 degrees or`below or when rain is eminent. PVC,pipe will expand and contract as the temperature changes. Therefore, pipe shall be snaked from side to side of trench bottom to allow. for expansion and contracting. 1. Control Wire Installation: 1. All control wire less than"500 .feet. in length shall be continuous without splices or joints from the controller to the valves. Connections to the electric valves shall be_ made within 18 inches of the valve using connectors specified in paragraph 2.1.D unless otherwise approved by the. Owner`s i designated representative in writing. 2. All control wires shall be `installed at least .18 inches. deep in ditches in .accordance with Details of the Irrigation Drawings. Contractor shad obtain the Owner's approval for wiring routing when installed in separate ditch. Control wires may be installed in a common ditch with piping; however, wires must be instal{ed a minimum of 4 inches from piping as per Details of the Irrigation Drawings.. 3. All wire passing under existing or future paving, sidewalk, construction, etc., shall be encased in a PVC_or galvanized steel conduit extending at least 12 .inches beyond edges of paving, sidewalks or construction. 3.04 EQUIPMENT: A. Install backfow preventer with union on downstream side. B. install water hammer arrestor between connection to building main. and cuircuit valves. inside building or in valve box. C. Circuit.Valves: Jnstall in valve box, arranged for easy adjustment and removal, buried deep enough that valve box iid will not protrude above grade. 02810-10 SECTION 02810- IRRIGATION SYSTEM A&M Consolidated High School College Station I.S.D. College Station, Texas I 1. Provide union on downstream side. ~ 2. Adjust automatic control..valves.. to provide flow rate of rated operating pressure for each sprinkler circuit. 3. install a different colored valve wire from controller to each valve installed. D. Sprinkler Heads::, Install in accordance with manufacturer written. instructions. 1. Install lawn heads flush with finish grade, and no closer than 1-1 /2 inches from walks, paving, and curbs. lnstall shrubber heads where .indicated and'. in accordance with 2. Y manufacturer's. recommendations. 3. Locate part-circle heads to maintain a minimum distance of 4 inches from walls and 2 inches from other boundaries, unless otherwise indicated. 4. Rotary Heads: Rotary pop-up heads shall be installed as per the Irrigation Drawings ,Rotary pop-up heads.-shall be installed on a swing joint assembly. After the head height. has been determined, a Schedule 80 PVC extension shall be added. between the .head and swing nipple in order to maintain a head height flush with grade until grass is established. Under the warranty,.. the Contractor must return after grass is established and adjust heads to proper .grade... a Heads: Po -u s ra heads shall be installed on a flexible 5. Pop-Up Spry p p p Y PVC .nipple directly on to lateral -piping. Heads shall be installed with underside of flange flush with the finish grade. Contractor will be required to adjust heads as necessary after establishment of grass. 6. Quick Coupling Valves: Quick coupling valves shall be installed with the top Iii ', of the cover 1 /2-mch below the finish grade. Quick coupling valve,shall be installed on a swing-joint ..assembly with a 1 inch Ball valve. A valve box ~~ shall be installed around the quick coupling valve. Under the warranty; the I„ Contractor must return after grass is established -and adjust heads....... and ~~ boxes o proper grade. ~ 7. Thrust Blocking: All main. line piping shall be installed with concrete thrust ~ blocking. For thrust:blocking of main line piping see Details of the Irrigation ~, Drawings. ,, '' E. Automatic Controllers Install wiring in conduit from timer to point of direct burial. j Set as directed by Owner. ;, ,~ 1. Manual and E ectric Valves: Manual and electric valves shall be sized and ' located where shown on plans. Top of valve boxes shall be .flush with finished grade. The' Contractor will be required to adjust after establishment ~, of grass.. Valve boxes .shall be properly supported and of sufficient L,, 02810-11 ~~ ~~ ,~ I ', SECTION 02810-1RRIGATION SYSTEM A&M Consolidated High School College Station I.S.D. College .Station, Texas construction that tractors and mowers crossing over the boxes will not push boxes down and -crush the .pipe, valve or box. 2. Electric Controllers and Valves: a. Electric controller(s) shall be located as shown on the plans and shall be capable of operating the number, ofi stations indicated on the plans. The Contractor shall install the size controler specified on the plans b. Controller shall be located where shown on the plans and, if possible, I oriented in such a manner as to allow the operator toview a maximum >area of the irrigation system. c. The Contractor .shall rovide electrical service as .required to p controller location. ` All electrical work shall be,done in accordance with all. applcable codes. and standard industry. procedures. 115 Volt or larger services shall be .installed a minumum 24" deep. and shal I be placed in PVC conduit. d. It will be the responsibility of the contractor to furnish and install the proper size wire, on each of the low voltage circuits from the. master control center to the various section automatic valves. .Also. see -Section 2.1.D. ~,I, e. Consideration will be given to each circuit for allowance voltage drop and economy consistent with accepted .practices. of electrical installation. Under no circumstances shall the voltage' of any branch circuit be reduced. more than proper due to length of run exceeding the maximum allowable for the wire size used. f. Remote electrical control valves-shall be located. and sized as shown on the lans. All .electrical connection shall be made when the P .weather is dry with connection kits in stricf .accordance with manufacturer's recommended roce.dures. Contractor shall submit p connection kit data as required under Sectipn 1.3. F. Automatic Sensors: Provide freeze and rain protection by use of Weathermatic #950 Rain-stat and. Penn A-19 temperature sensor. Mounting locations will be approved by Landscape Architect. Each controller will be provided with a bypass switch box to allow a manual override of the sensors. 02810-12 SECTION 02810 -'IRRIGATION SYSTEM A&M Consolidated High School College Station LS.D. College Station, Texas I, 3.05 TESTING, ADJUSTING, .AND BALANCING: A. Notify Architect a minimum of 48 hours. prior: to start of testing Conduct all tests in presence of Architect. ,' B. Flushing: 1. Prior to backfilling, with all control valves in place buf before lateral pipes are connected, oompletely flush and test the main line and repair all leaks. 2. Flush out each section of lateral pipe before sprinkler heads. area attached. C. Testing:: Furnish all required personnel and equipment to accomplish testing as ..:follows: 1. Thoroughly bleed line of all air and debris.: Fill and maintain line full of water _for a minimum period of 24 hours immediately prior to the test. 2. After valves are installed, test all live vvater lines for leaks at a pressure of 150 psi fora continuous period of 2 hours, with all couplings exposed. and with alf pipe sections centerloaded. 3. Correct all leaks and retest until system is accepted by the Architect. D. Thoroughly. clean,' adjust, and balance all systems. 1. Final,Adjustment: fter :installation has been com feted make final ad~ustment of a. A p ~ sprinkler system preparatory to the Owner's designated representative's final inspection. b. Completely flush system toremove debris from lines by removing nozzle from heads on ends of lines and turning on system. c. -Check ,sprinklers for proper' operation and proper alignment for direction of throw. d. Check each section of spray heads for operating pressure and balance to other sections by use of flow adjustment on top of each valve. e. Check nozzling for proper coverage. Prevailing wind conditions may indicate that arc of,angle of spray should be other than. as shown on drawings: In this case, change nozzles to provide correct coverage and furnish record data to Owner's designated representative with each change. f. After system is thoroughly .flushed. and ready for operation, each 02810-13 SECTION 02810 -IRRIGATION SYSTEM A&M Consolidated High School College Station I.S.D. College Station, Texas section of sprinklers must be adjusted to control pressure at heads Use the following method, .one section at a time: 1) Remove 'last: head on section and install a temporary rise above grade. Install tee with pressure gauge attached on top of riser and reinstall head. with nipple onto tee. 2) :Correct .operating: pressure at last head. of each section as follows: Spray Heads - 25 psi Rotary Heads - 35 psi Or as per manufacturer's recommendations 3) Afterreplacing head, at grade, tamp thoroughly around head. g. The Contractor shall furnish all water necessary for testing, flushing and jetting unless noted otherwise. E. Demonstrate,complete system to Architect and Owner's representatives: 1. Show that all remote control valves areproperly balanced and that all heads are properly adjusted for radius and arc coverage. 2. Instruct Owner's maintenance personnel in the operation and maintenance of the irrigation system. Include contents of the Owner's Manual 3. Guarantee and Maintenance: a. The Contractorshall .guarantee material anal workmanship for one year afterinstallation including repair and replacement of defective materials, workmanship and repair of backfill settlement.. Contractor shall .provide maintenance for one year after installation. b. Maintenance shall include, but not necessarily be limited to, the following: 1) Adjustment of sprinkler height and plumb to compensate for settling. 2) Adjustment of head coverage as necessary. 3) Unstopping heads plugged by foreign material 4) Adjustment ofi controller as necessary to insure proper performance. 5) Cleaning to insure heads pop-up and pop-down properly. 6) All maintenance necessary. to keep the system in good operating order... *** END OF SECTION *** 02810-14 SECTION 02935 -LAWNS -SODDING A&M Consolidated High School College Station I.S.D. College. Station, Texas PART 1 -GENERAL i I ~; 1.01 SUMMARY A. Section Includes: Grass sodding. in areas where indicated on the plans. B. Related Sections: 1. Section 02200 -Earthwork; topsoil. 1.02 DEFINITION OF TERMS A. Grass area shall mean all areas to be grassed with sod. B. ..Materials shall mean all items such as topsoil, fertilizer, herbicide, and grass needed to accomplish the grassing. 1.03 QUALITY ASSURANCE: A. Inspection of Grass Sod and Materials: Grass sod is subject to inspection and approval at the. place of growth or upon delivery, for conformity to specification requirements as o quality and variety; Such approval shall not impair the right. of inspectiorrupon delivery at the site during the progress of work or right to rejection due to damage suffered in handling or transportation. -Rejected grass shall be removed immediately from the .site. Materials are subject to inspection and approval upondelivery. 1.04 WARRANTY: A. Grass shall be guaranteed by the Contractor for -30 days after the date of substantial completion for the project, or attainment of the required stand of grass, which ever is later.. During this #ime, the Contractor shall be responsible for all watering, weeding, mowing,.: fertilization, other maintenance as required, and replanting. 1 At the end oft - - he 30 d a warrant eriod the rass will be re ins ected b Y YP 9 p Y the Owner and any defective. areas will be repaired or replaced by the Contractor. 02935-1 SECTION 02935 -LAWNS -SODDING A&M Consolidated High School College. Station I.S.D. College Station, Texas 2. The grass will be re-inspected in subsequent 30-day intervals as required until alldefective areas comply with subsection 3.01, E. All costs associated with the. initial 30-day warranty .period. and subsequent 30-day. periods, if required, shall be the responsibility of the Contractor. PART 2 -PRODUCTS 2.01 MATERIALS A. General: All materials and grass sod shall be of first grade quality, be in prime condition when installed and when the project is accepted. Any .commercial processed or packaged material shall be delivered to the. site in the original unopened containers bearing the manufacturer's guaranteed analysis. B. Topsoil: Reference Section 02200. C. Fertilizer: 1. 16-4-12 or 15-5-10 fertilizer with iron. and sulfur, shall be a .commercial ..:grade, pelleted or chip type, uniform in composition, dry and free flowing. 2. Fertilizer shall be delivered to the site in the original unopened containers and bear the manufacturer's guaranteed analysis. Any fertilizer that becomes caked or damaged, making it unsuitable for use, will not be acceptable. ~, D. Herbicide: "Roundup„ E. Pre-Emergent Herbicide: ` "Surflan'° or "Betasan". F. Grass Sod: All grasssod-shall be 100% "Common Bermuda", be fully mature, well maintained grass, with a good strong root system free of all other grasses, contain no weeds, be evenly cut with conventional sod-cutting machine to 3/4" thickness. All grass shall be from the same growing ground and delivered to the project site in prime condition. G. Water: Suitable water for the. execution of this work including maintenance shall be furnished by the Contractor. -The Contractor shall be responsible for furnishing.. his own labor, hose and hose connections from the outlets where the water will be 02935-2 `SECTION 02935 -LAWNS -SODDING A&M Consolidated High School College Station I.S.D. College Station, Texas furnished, if permanent irrigation system is not yet operable. f PART 3 -EXECUTION 3.01 INSTALLATION OF SOD A. Under no circumstances shall installation of sod occur in planting periods other than the following::_ Aprif 15 to Auguste 30 of the year of project substantial completion. ~ - If installation of sod.cannot be accomplished during these periods the Contractor shalt establish an interim stand of winter rye grass,: then remove the rye and provide specified grass with associated requirements for maintenance as required in article 3.03, during the next period in the following year.. B. Soil Preparation: Remove all Johnsongrass roots and weeds by hand digging or by spraying with Herbicide ten (10) days prior to beginning soil preparation work. ' Should it rain the day grass. and weeds are sprayed, those areas which do not show evidence of chemical reaction in three (3) days shall be re-sprayed. C. Tilage and :Grading: 1. l"illage shall be accomplished. to loosen the soil, destroy existing vegetation, and prepare an acceptable bed. All areasshall be tilled with heavy. duty disc or chisel-type breaking plow, chisels set not more than 10"apart.` Initial tillage shall be done in a crossing pattern for double coverage, then followed by a disc harrow. Depth of tillage shall be 6". The finished surface shall be 1".below. proposed finish grade. 2. Cleaning:. All rocks and clods 3/4" in size or larger shall be removed from the fine graded area. Soil shall be further prepared by the removal ofi debris, including building materials, rubbish, weeds, coricrete chips and small pieces of wood, regardless of size. 3. Fine Grading: After tillage and cleaning, all areas to be planted shall be leveled, fine graded, and drug with a weighted spike-harrow or float drag. The required result shall be the elimination of ruts or depressions that would cause water to stand or pond immediately after rainfall or operation of the ~, lawn irrigation system, humps, and objectionable soil clods. This sha11 be the final soil.. preparation step to be completed before the commencement of ~'~ fertilizing and planting. 4. Laying of Sod: Ali areas to receive sod shall be prepared and. finish graded in accordance with these specifications, Areas to receive sod shalt be moist 02935-3 SECTION 02935 -LAWNS -SODDING A&M Consolidated High School College Station I.S.D. College Station, Texas but notmuddy. Sod shall be delivered to the site .fresh and shall be laid .immediately upon receipt Sod shall be laid with tight fitting staggered joints and shall be watered within an hour after being laid. Sod which shows evidence of going through a "heat", is discolored or dehydrated shall be .removed. from the .project .site.. After sodding, the finished surface shall be #ree of depressions: D. Pre-emergent_Herbicide and Fertilizer Applications: 1. All grass areas shall have pre-emergent herbicide applied at the rates `recommended by the manufacturer. < Use a .broadcast. spreader when applying the granular form of pre-emergent. 2. Apply fertilizer with a broadcast spreader-at the rate of two pounds per 100 square feet. Apply fertilizer. immediately after grass installation and repeat the application at 6-week intervals until accepted by the Architect. E. Acceptance of grass for the .purpose of establishing the date of substantial completion and subsequent re-inspections shall be based on the following minimum requirements: 1. Grass must indicate weed free uniform, healthy, and vigorous growth, devoid of discoloration and signs of dehydration. 2. The grade shall be free of low or hollow places so that water'shall not stand or pond during rains or irrigation operation. 3. Grass shall be firmly rooted so that sections cannot be removed. 4. Grass joints .shall be tight fitting and shall. show evidence of perimeter ...growth. 3.02 GRASS REPLACEMENTS A. All. replacements shall be grass of the-same type as specified on the drawings. Replacement grass shall be furnished and planted as'specified under paragraph: Installation of `Sod. -The cost shall be borne by the. Contractor except for those replacements resulting from civil disobedience, acts of neglect on the part of others, physical damage by animals, improper Owner maintenance, vehicles, fire, or losses due to curtailment of water by local authorities or to "Acts of God". Floods, tornadoes, winds of hurricane force, hail, exceptional or untimely freezes .are not 02935-4 SECTION 02935 -LAWNS -SODDING A&M Consolidated High School College Station T.S.D. College Station, Texas normal and the damage they do cannot be calculated. in a bid. I 3.03 MAINTENANCE. A. During Grass Operations: 1. Maintenance. shall begin. immediately after grassing is stated and shall continue until the work is substantially .completed and accepted...Grass shall be watered, maintained and protected until accepted by the Architect in .writing.. 2. Settled grass shall be reset to proper grade position and dead grass removed. Defective. work. shall be .corrected as soon as possible after it becomes apparent and weather and season per mit. Upon completion of grassing and prior to substantial completion, the Contractor shall remove ~, from the site excess soil and debris, and repair any damage to structures, resulting from grassing operations.' 3. All lawn areas shall. be mowed as required to maintain a maximum height of 2" until accepted by the Architect. ce B. Maintenan Pro ram: Contractor shal l su I the Owner s re res entative wit 9 pp Y p h a year's written recommended maintenance program. Owner's representative must approve. the maintenance program before final payment is .made. to the Contractor. 3.04 SITE MAINTENANCE A. The. Contractor shall at all times maintain the site in a neat and orderly condition free #rom trash and waste construction materials. Unattended construction materials, equipment and ,trash shall be left in such a manner that they do not ~ constitute fire hazards orbecome or cause nuisance or dangers due to forces of nature such as rain and wind.. Existing improvements, as designated by the Owner's representative, whether on the construction site or adjacent property, shall be protected in-place and shall. be provided with adequate access. .Paved area I shall be .cleaned of all mud and debris. resulting from grassing operations. 3.05 FINAL CLEANUP A. After completion of the work required under the contract and before acceptance of the 02935-5 SECTION 02935 -LAWNS -SODDING A&M Consolidated High School College Station I.S.D. College Station, Texas work, the Contractor shall at his. own expense clean up the site of the work and any and all property used during .grassing operations to the satisfaction of the .Owner's representative. ~ B. Contractor shall remove and dispose ofiall excess materials resulting from his work and shall repair, replace or restore to the satisfaction of the Owner's representative all property of any type or nature which has been moved, damaged or altered in any way by his -operations including existing .slopes. He shall. return all roadway surfaces to their original condition and appearance. C. All dirt and debris shall be removed from paved surfaces by washing'or sweeping as necessary.:. Ditches; culverts and drainage..: structures adjacent to and downstream from the work site, shall be inspected and cleaned of all material and debris resulting fro his operations. Ditches shalt be re-shaped if necessary. Af new facilities shall be cleaned of dust, dirt, .spilled concrete, oil_ and other substances as directed by the-0wner's representative. D. All work and storage areas shall be graded so that they drain. Grades shall be smooth, evenly sloped surfaces, matching or equivalent to .that existing when work was started. 3.06 DLSPOSAL OF WASTE MATERIAL A AI(:.waste ..material shall become .the property of the Contractor and shall be disposed of by the Contractor at local landfill operations in accordance with applicable ordinances and regulations. *** END OF SECTION *** i i 02935-6 I SECTION 02930 -LAWNS -'HYDRO-MULCHING A&M Consolidated High School College Station I.S.D. College Station, Texas PART 1 -GENERAL ~ 1.01. SUMMARY ~I A. Section Includes: Soil. preparation, fertilization, planting, and other requirements regarding hydro-mulching operations to turfgrass areas as indicated on the plans. B. Related Sections: ' 1. Section 02200 -Earthwork; topsoil. I 1.02 SUBMITTALS: i A: Product Data: Submit in accordance with Section 01340. Submit a sample label or specification for each type of fertilizer. 1.03 QUALITY ASSURANCE:. ~ A. Establishment and Acceptance: Regardless of unseasonable climatic conditions or other :adverse conditions affecting.. planting operations and the growth of the grass, it shall be the sole responsibility of the Contractor to establish a uniform stand of grass. When adverse conditions such as drought, .cold. weather, high ~ winds, excessive precipitation, or .other factors prevail to such an extent that ~ satisfactory results are unlikely, the Owner may, at his own discretion, stop any phase of the work until conditions change to favor the establishment of grass. 1. Uniform. Stand of Grass: A uniform stand with complete .coverage of the specified grass shall. be defined as not less than 150 growing plants per square foot for seeded .areas. B. Post Planting Maintenance: Maintenance shall begin immediately. after each portion of grass area is planted. All planted areas will be protected and ..maintained by watering, weeding, and' replanting as necessary until receipt by Owner of ~; Certificate of Occupancy or as much longer as necessary to establish a uniform 'I stand with complete coverage of the specified grass. Grass shall be mowed once a week by he Contractor until final acceptance. All. water equipment deemed j necessary by the Contractor will. be provided by the Contractor. Contractor will pay. forall water required for watering. 02930-1 ') ~~: ~`~ ,.~ City of College Station ~ To: - ' - ~ ..~-~: '`~c__. `~ POST OFFICE BOX 9960 1101 TEXAS AVE. ~ ° ~ ~`~""~ ' y" COLLEGE STATION, TX 77842 DEVELOPMENT SERVICES DEPARTMENT ;~- ,~ From: 1 Date: ~ ::~ ,~ _~' Message: ~ _ - - ~ ~-~~. P ~, ~,y',~){ YYY"' ~ yf^ ~~ 1~ /~~ ~ j `~ f if+,' f ~f C.~'~ ~ . J r ' r-'".- 7 ~ f ~~.C%E:.---per :~ .~ ~~ ~. i ~ , ~~ ,r ~' '` ._„, , J~~+ ~ . ~" ~ ~ ~^ ~ ~' x ~~~ 1 j-~3"Z~-~' --- ' , f` ~''C.,-.~-,~~ .f,, ;ov~~~E ST"T~~y College Station Independent. Sc~i.ool District F Y V o ~ _E,~L0001(CG I1L `~t{CQ.LlOfL....~1L IfLT1GSt1rrC1[t I>t ~C ~1[f11TL' A Cy Q` March 20, 1997' Mr. Carl Warren City Of College: Station P.O. Box 9960 College Station, Texas 77842 Subject: ABzM Consolidated High School Renovation & Addition Project Temporary Teachers Office Dear Mr. Warren: College Station ISD has arranged for temporary classrooms space withinone or the education buildings of the A&M Church of Christ for the High School Drama Department. This was necessary to allow the construction work to commence within the high school auditorium. The Drama Department teacher requested a building to store supplies and serve as a private counseling office. To furnish this requirement we rented a 8' x 16' field office building which is located outside the east door of the education building being used by the Drama. Department. The use of the Church of Christ education building and the field office building is a temporary arrangement that will end prior to the start of the 1997. fall semester: We anticipate the. temporary field office to be emptied. ui August 1997 and be returned torental company in September 1997. A temporary classroom building is being ordered for the Drama Department. It and three other temporary classrooms are planned to be located in the faculty parking lot of the High School adjacent to the existing temporary classrooms. These will not be ready until late summer of 1997. A plan indicating-our proposed layout will be forwarded to you as soon. as we firm up the last of the details. Thank you for your cooperation with our construction program. Call me if you have any questions. Sincerely; . Sav e Cons uction Manager WJS/ceb cc: David Neal George McLean Chrissy Hester File 1812 welsh street College Station,l'X 77840 409-?64-6456 FAX X109-764-6492 b9`F~S610 ~l c ~~J ~ ~~ ~~ ~ l ~ j ,1 JIM S ALES, I'h:D. Superintendent of Srhools ~~' .,~ uovy~~E sTq~f° : College .Station Independent School District F X U d C A ~ ~~elfence In ~ducation....An Investment In'Zfie future cn.Ld ' q~ ANT SCHCC~ Apri124, 1997 Ms. Shirley Volk City Of College Station P.O. Box 9960 College Station ,Texas 77842 - - - - Subject: A&M Consolidated High School Five Additional Temporary Classroom Buildings Conditional Use Permit Dear Ms. Volk: College Station ISD is requesting a conditional use permit for set up of five additional temporary double classroom buildings to be located within the existing asphalt surfaced staff parking lot along Welsh street adjacent to the west side of the high school building, 701 FM 2818, College Station, Texas. These classrooms are to be erected. starting in June 1997, ready for occupancy by August 1, 1997, used as temporary classroom space until June 1999 at which time they will be removed and parking lot restored. The need for these buildings is to provide space to vacate additional existing classrooms within the existing high schooLbuilding to allow for construction renovation and addition under the current construction project. Since there are restroom and drinking water facilities within a reasonable proximity in the existing building we do not see need for. additional facilities within these buildings. Parking spaces to allow for placement of these buildings will be provided for in other. areas of the high school and district facilities. The location of these classroom buildings do not interrupt any existing fire lanes and maintains existing pedestrian foot traffic access and egress. This summer we will be construction additional modifications to the high school building curb and sidewalk adjacent to these buildings to provide additional ADA access/egress facilities. The only utilities necessary for these buildings *ill be 150 A - 120-240V electrical service to each building. We plan to have the city instalLa pole top transformer on the adjacent power pole and meter for service to a temporary power board located west of classroom number 3 on the enclosed plan drawing PC l . Underground distribution is to be extended from this power board to each of the temporary classroom buildings. Communication between main building and each classroom will be provided through extension of the existing speaker/call-in system provided in the existing and future high school classrooms. These lines will be extended to the existing building by aerial messenger. 1812 Welah Street College Station, zx 77840 JIM SCALES, Ph.D. 409-764-5455 FAX 409-764-5492 Superintendent of Schools Ms. Shirley Volk A&M Consolidated High School April 24, 1997 Page 2 Enclosed are copies of the building location plan and the project manual which includes building plan and specification. The building contractor will apply for building permits. Thank you .for your attention to this request. Please contact me at (409) 694-5610 if there are any questions or I may be of any assistance. Sincerely W. J. Construction Manager enclosure WJSiceb cc: DavidNeal George McLean Chrissy Hester Royce Thomas File <'; ';. COLLEGE STATION INDEPENDENT SCHOOL DISTRICT PROJECT -MANUAL SPECIFICATIONS FOR: PORTABLE BUILDINGS AT A&M CONSOLIDATED HIGH SCHOOL College Station ISO Construction Services 1812 Welsh College Station, Texas 77840 (409)694-610 March 27, 1997 w 01010 -SUMMARY OF WORK PART 1 -GENERAL 1.1 Related Documents: Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification Sections, apply to this section. 1.2 Project Description 1.2.1 Providing and installing four (4) portable buildings and connecting walkway decks and covers at A&M Consolidated High School, College Station, Texas. 1.2.2 Contractor is responsible to verify equipment list from specifications and drawings before bid. 1.2.3 The work consists of the total installation of the required system. 1.3 Contractor Use of Premises 1.3.1 General: Limit use of the premises to construction activities in areas indicated; allow for Owner occupancy and use by the public in adjacent spaces, and around the site. A. Confine operations to areas within Contract limits indicated. Portions of the buildings outside these areas in which construction operations are indicated are not. to be disturbed. B. Keep driveways and entrances serving the premises clear and available.. to the Owner and the Owner's employees at all times. Do not use these areas for parking or storage of materials without prior approval. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on site. C. Do not dispose of organic and hazardous material on site, either by burial or by burning. All disposable material and trash must be removed properly. 1.3.2 Use of Existing Building: Maintain the existing building in a weathertight condition throughout the construction period. Repair damage caused by construction operations. Take all precautions necessary to protect the building and its occupants during the construction period. 1.3.3. The site will be utilized by other contractors. Contractor should take all precautions to protect the work of others and will be responsible for damages to other trades caused by his workman. PART 2 -PRODUCTS (Not Applicable). PART 3 -EXECUTION (Not Applicable). END OF SECTION 01010 01010 - 1 Y 01040 -PROJECT COORDINATION PART1-GENERAL 1.1 Related Documents: Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification Sections, apply to this section. 12 Summary : This Section specifies administrative and supervisory requirements necessary for Project coordination including, but not necessarily limited to: 1.2.1 Coordination 1.2.2 Administrative and supervisory personnel 1.2.3 General installation provisions 1.2.4 Cleaning and protects. 1.3 Coordination: 1.3.1 Coordinate construction activities included under various Sections of these Specifications to assure efficient and orderly installation of each part of the Work. Coordinate construction operations included under different Section of the Specifications that are dependent upon each other for proper installation, connection, and operation. A. Where installation of one part of the Work independent on installation of other components, either before of after its own installation, schedule construction activities in the sequence required to obtain the best results. B. Where availability of space is limited, coordinate installation of different components to assure maximum accessibility for required maintenance, service and repair. C. Make adequate provisions to accommodate items scheduled for later installation. 1.3.2 Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. Salvage materials and equipment involved in performance of, but not actually incorporated in, the Work. PART 2 -PRODUCTS (Not Applicable.) PART 3 -EXECUTION 3.1 General Installation Provisions 3.1.1 Inspection of Conditions: Require the Installer of each major component to inspect both the substrate and conditions under which Work is to be performed. Do note proceed until unsatisfactory conditions have been corrected in an acceptable manner. 3.1.2 Manufacturer's Instructions:. Comply with manufacturer's installation instructions and recommendations, to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in Contract Documents. 3.1.3 Inspect materials or equipment immediately upon delivery and again prior to installation. Reject damaged and defective items. 3.1.4 Recheck measurements and dimensions, before starting each installation. r ~ 3.1.5 Install each component during weather conditions and Project status that will ensure the best possible results. Isolate each part of the completed construction from incompatible material as necessary to prevent deterioration. 3.2 Cleaning and Protection 3.2.1 During handling and installation, clean and protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from damage or deteriorations at Substantial Completion. 3.2.2 Clean and maintain completion construction as frequently as necessary through the remainder of the construction period. 3.2.3 Limiting Exposures: Supervise construction activities to ensure that no part of the construction, compl eted or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure .during the construction period. Where applicable, such exposures include, but are not limited to, the following: A. Excessive static or dynamic loading B. Excessive internal or external pressures C. Excessive high or low temperatures D. Thermal shock E. Excessive high or low humidity . F. Water or ice G. Solvents H. Chemicals I. Radiation J. Puncture K. Abrasion L. Heavy traffic M. Soiling, staining and corrosion N. Combustion O. Electrical current P. High Speed operation Q. Improper lubrication R. Unusual wear or other misuse S. Contact between incompatible materials T. Destructive testing U. Misalignment V. Excessive weathering W. Unprotected Storage X. .Improper shipping or handling Y. Theft Z. Vandalism END OF SECTION 01040 '' 01041 -JOB MANAGEMENT 1.00 GENERAL 1.01 WORK INCLUDED Perform the administrative job related requirements necessary for the proper conduct of the work as indicated in this section and to comply with the General Conditions. 1.02 QUALITY ASSURANCE A. WORKMANSHIP Employ competent workmen, skilled in the occupation for which they are employed. Provide only first quality workmanship. Owners representative shall determine if the quality of work is acceptable. B. COORDINATION Coordinate the work of all trades employed on the project to ascertain that work of each is in harmony with work installed by other trades. Avoid conflicts between trades. Assign specific locations for the installation of each of'the systems and set precedents for one system over the others. C. FIELD MEASUREMENTS I. Contractor is responsible for making complete field measurements. Check all dimensions at the job site for components requiring fit to surrounding conditions. Check shop. drawings and indicate the actual dimension available at all locations. 2. In the event that field measurements are different from dimensions noted on the drawings, notify the Owner for adjustments before proceeding with the work. Notify any supplier whose product might be affected by .the dimension variance, and coordinate any modifications that may be necessary. 1 A3 SUBMITTALS A. Submittals shall be in accordance with Section 01300, SUBMITTALS and shall include copies of manufacturer's printed instructions for installation of products as well as approved shop drawings and other submittals. 1.04 STANDARDS AND REFERENCES Occupational Safety and Health Administration (OSHA) 29CRF 1910 "Safety and Health Standard". 01041-1 "` 1.05 DELIVERY HANDLING AND STORAGE A. Delivery of materials shad be in accordance with the Contractor's schedule of work. Material shall be delivered to the site in sequence with the work being performed to prevent delays. Materials shall not be delivered to the site excessively long in advance of their need, unless space has been provided for storage of the materials. B. Packaged materials shall be delivered to site in original un-damaged containers with identifying labels attached. Materials shall remain in packages or other containers until installed, except that Contractor may open cartons as necessary to check for damage or to verify invoices. After examination, re-seal cartons and store until used. C. Provide suitable storage for all materials. Equipment not affected by weather conditions may be stored. outdoors on raised platforms above grade and covered with weather resistant coverings. Materials having factory prepared finishes shall be protected from damage. Light weight materials shall be weighted to prevent wind damage. D. Equipment that might be affected by the weather, including electrical components and finish materials shall be stored under cover inside buildings or inside storage sheds. E. Furnish and maintain dollies, lifts, hoists, cranes and other equipment. as necessary to unload and handle materials and equipment at the construction site. Equipment shall be maintained in a safe and substantial manner and shall meet the requirements. of state and local authorities and be approved by Contractor's insurance carrier. F. Equipment shall be stored in a manner to prevent overloading any part of the. structure, nor shall storage .interfere with the timely execution of the work, or interfere with the safe execution of the work. G. Flammable materials, explosives, or other hazardous materials will not be stored inside the building at any time. 1.06 JOB CONDITIONS A. MANUFACTURER'S WARRANTIES AND PARTS LISTS: Contractor shall collect all packing lists, parts list and warranties that are packed along with equipment delivered to the site. Ascertain if such information should be enclosed along with other data in the O & M Manuals as required in Section 01730 OPERATIONAL AND MAINTENANCE MANUALS. B. SUPERINTENDENCE BY THE CONTRACTOR: At all times during performance of this contract and until the work is completed and accepted, the Contractor shall directly superintend the tivork or assign and have on the worksite a competent superintendent who is satisfactory to the Owner and has authority to act for the Contractor. Once approved, do not replace superintendent without approval of the Owner. C. CONTRACTORS USE OF PROJECT SITE: 01041-2 1. Contractor shall limit the use of the site for work and storage to those areas designated for his use. He shall coordinate the designated space as directed by the Owner and shall assign areas for material storage for his subcontractors. 2. Parking for equipment and employees. vehicles shall be in designated areas only. Contractor shall instruct his employees in travel routes and parking requirements. Any damage to the existing facilities, including contamination, caused by the Contractor or his subcontractor, supplies, materials, equipment or employees shall be repaired or corrected at his expense, to a condition that existed prior to his occupancy of the site. D. SAFETY REQUIREMENTS: Contractor is solely responsible for the safety and welfare of workmen on the project and the general public around the construction site. Take precautions to adequately safeguard the safety of all persons on or near the site. Comply with the regulations of the "Occupational Safety and Health Standards", and other safety regulations. Provide and maintain barricades, guard rails, covered walkways, and other protective devices necessary to warn and protect the workmen and general public from hazards at the construction site. Maintain barricades around open ditches. Provide barricades at roads and passageways at dangerous conditions. Provide flares or flashing lights at such barriers at night. All barricades and protective devices shall comply with safety requirements and insurance carrier`s requirements. E. FIRE PROTECTION: Maintain fire extinguishers at construction site in sufficient number to adequately protect the structures during construction. Provide at least one fire extinguisher at each construction office. Provide at least one fire extinguisher for welders or other trades using open flames. in the execution of their work. 2. Maintain the telephone number of the local fire department. Keep number posted conspicuously near telephone.. 2.00 PRODUCTS 2.01 MATERIALS Materials shall be in accordance with the requirements of the individual sections. All materials shall be new and of the quality intended. 2.02 DEFECTIVE MATERIALS Any materials that have. been found not to be in compliance with the Contract Documents shall be removed from the site immediately after notification by the Owner, unless arrangements have been made to allow repair of the product at .the construction site. 01041-3 and manner to avoid any hindrance to work of other trades. Cutting done by anyone other than the Contractor shall be approved by the Owner. In such cases the Contractor shall supervise such cutting and shall not be relieved of responsibility for error or damage to related or adjoining work. Cutting and patching of specific items maybe separately described under the various divisions of this specification which does not in any way diminish the Contractor's primary responsibility for all cutting and patching. B, Any cutting of finished surfaces or damage thereto occurring in the course of the work shall be patched to match. The phrase "patch to match" shall apply to all such cutting, whether or not it is so noted on the drawings, and if on either the Owner's property or on adjacent public or private properties. "Patch to match" shall mean an exact, precise duplication in color, texture, alignment and every other respect, so as to render the cutting and patching operation totally indistinguishable. If it be required to replace more of the existing finish than actually cut, up to a change in material, corner, etc., it shall be implicit in this section and in the notation "patch to match". Determination of the original work to be patched shall be the responsibility of the Contractor and shall be ..applied in the patching work to the satisfaction of the .Owner, whether or not such materials and methods are described in these specifications. 3.15 CONSTRUCTION BARRIERS A. Construction areas shall be separated from spaces continuously occupied by the Owner and in which the performance of the Owners' staff would be affected by dirt and dust. Electrical switchgear and control panels or other such sensitive equipment shall also be separated from work areas.. Separation will be by means of construction barriers, constructed and .maintained "dust-tight" during the entire time that construction is underway. B. Construction barriers shall be constructed 2 x 4 wood studs spaced at 24 inch centers maximum, having a layer of 3/8" plywood one side and covered with a 40 mil thickness of plastic. Mends rips or tears in the plastic covering as they develop. Construction barrier shall extend from floor to the ceiling or roof deck above. Plastic sheet shall be taped to floor and to surface above. Seams at sides shall be lapped 2" and taped continuously. C. Where air conditioning ducts service both the area under construction and the remainder of the building, Contractor shall blank off openings into the construction areas. Make provisions for return air if the construction barriers block off return air passage back to the central unit. 3.16 ORDER OF PRECEDENCE Contractor shall coordinate work in a manner to avoid conflicts or interferences between trades. Layout work in advance. of installation to ascertain location of the various systems and arrangement of piping and equipment. The Contractor shall be responsible to coordinate all work and take action as necessary to avoid conflicts between the work of the various trades. Establish the exact locations of equipment based on actual dimensions of the items furnished. Mechanical and electrical work shall be coordinated in sequence with the following precedence: 1) AHU placement 2) .Gravity flow piping systems 3) Cabie trays 0101-7 01050 FIELD ENGINEERING 1.00 GENERAL 1.01 REQUIREMENTS INCLUDED A. Provide field engineering services required for Project, including survey work required in execution of Project, or civil, structural or other professional engineering services specified or required to execute Contractor's construction methods. B. Owner's Representative will identify existing control points and property line corner stakes indicated on the drawings, as required. 1.02 RECORDS Maintain a complete, accurate log of all control and survey work as it progresses. Includes as part of Record Drawings. 1.03 SUBMITTALS A. Submit name and address of surveyor and professional engineer to Owner. B. On request of Owner, submit documentation to verify accuracy of field engineering work. C. Submit certificate signed by registered engineer or surveyor certifying that elevations and locations of improvements are in conformance, or non-conformance, with Contract Documents. 1.04 QUALIFICATIONS OF SURVEYOR OR ENGINEER Licensed engineer or land surveyor, acceptable to Contractor and Owner. 1.05 SURVEY REFERENCE POINTS A. Existing basic horizontal and vertical control points for the Project are those designated on Drawings. B. Locate and protect control points prior to startingthe site work and preserve all permanent reference points during construction. 1. Make no changes or relocations without prior written notice to Owner. 2. Report to Owner when any reference point is lost or destroyed or requires relocation because of necessary changes in grades or locations. 3. Replace Project control points which may be lost or destroyed. a. Establish replacements based on original survey control 1.06 PROJECT SURVEY REQUIREMENTS A. Establish a minimum of two permanent bench marks on site, referenced to data established by survey control points. 0100-1 1. Record locations, with horizontal and vertical data, on Project Record Documents. B. Establish lines and levels, locate and lay out by instrumentation and similar appropriate means the following: 1. Stakes for grading, fill and topsoil replacement. 2. Utility slopes for invert elevations. 3. Batter boards for structures. 4. Building foundation, column locations and floor levels. 5. Controlling lines and levels required for mechanical electrical trades. C. From time to time, verify layouts by same methods.. 2.00 PRODUCTS [Not Used] 3.00 EXECUTION [Not Used] END OF SECTION 01050-2 01060 -REGULATORY REQUIItEMENTS PART 1 -GENERAL 1.1 Related Documents: Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification Sections, apply to this section. 1.2 Codes 1.2.1 Where references are made on Drawings or Specifications to codes, they shall be considered an integral part of the Contract Documents as minimum standards. Nothing contained in the Contract Documents shall be so construed as to be in conflict with any law, bylaw or regulation of the municipal, State, Federal or other authorities having jurisdiction. 1.2.2 Perform Work in compliance with All City of College Station Ordinance and Requirements. 1.3 Governing Laws 1.3.1 Additional information with legal implications regarding applicable governing laws and jurisdictions can be found in Conditions of Contract. 1.4 Permitting 1.4.1 Contractor shall, without additional expense to Owner, obtain necessary licenses and permits, and be responsible for complying with any Federal, State, county, and municipal laws, codes and regulations applicable to the performance of the Work, including, be not limited to, any laws or regulations requiring the use of licensed contractors to perform parts of the Work. PART 2 -PRODUCTS (Not Applicable) PART 3 -EXECUTION (Not Applicable) END OF SECTION 01060 01060 - i 01300 SUBMITTALS 1.00 GENERAL 1.01 WORK INCLUDED A. Submit documentation as required by the Contract Documents and as reasonably requested by the Owner: 1. Record the products incorporated into the Project for the Owner. 2. Provide information for operation and maintenance of the Project. 3. Provide information for the administration of the Contract. 4. Allow the Project Manager to advise the Owner if products proposed for the project by the Contractor, conform, in general, with the design concepts of the Contract Documents. 5. Complete Shop Drawing Submittal Form for each submittal. B. Contractor's responsibility for. full compliance with the Contract Documents is not relieved by the Owner's review of submittals. Contract modifications may only be approved by Change Order or Field Order. 1.02 QUALITY ASSURANCE A. Contractor's Responsibility 1. Review all submittals prior to submission. 2. Contractor shall ascertain that submittals are reasonably complete for their intended purpose and conflicts between the submittals related to the various trades, suppliers and subcontractors have been resolved. Verify the following: a. Field measurements b. Field construction requirements c. Location of all existing structures, utilities and equipment related to the submittals. d. Quantities and dimensions are shown on the submittals. ;. Submit information per the procedures described in this section and the other individual section of the specifications, including: a. Documentation required for the administration of the Contract per Section 01040, PROJECT ADMINISTRATION. b. Shop drawings required for consideration of a contract modification. 01300-t 1.03 SUBMITTALS A. Submittals shall be legible, .accurate, .complete documents presented in a clear, easily understood manner. Submittals not meeting this criteria will be returned without review. B. Deliver submittals to the owner at the following address: College Station ISD -Construction Services 1812 Welsh College Station, Texas 77840 C. Transmit all submittals, with the exception of shop drawings and samples with a properly completed Submittal Transmittal Form. D. Assign a number consisting of a prefix and sequence number to the documents to allow tracking of the submittal during the review process. Prefixes shall be as follows: Prefix Description Originator CO Change Order Owner CMR Contractor's Modification Request Contractor CTR Certified Test Report Contractor EIIZ Equipment Installation Report ~ Contractor FO Field Order Owner MIS Miscellaneous Submittals Contractor NBC Notification By Contractor Contractor OM Operation and Maintenance Manuals Contractor PCM Proposed Contract Modification Owner pR Payment Request Contractor pp Proj ect Photographs Contractor RD .Record Data Contractor RFI Request For Information Contractor SAM Sample Contractor SD Shop Drawings Contractor SCH Schedule of Progress Contractor 1. Issue numbers for resubmittals that have the same number as the original submittal followed by an alphabetical suffix indicating the number of times the same submittal has been sent to the Project Manager for processing. For example: RD-025-A represents a record drawing that is the twenty-fifth submittal of this type and is the second time this submittal has been sent for review. 2. Clearly note the submittal number on each page or sheet of the submittal. E. Mark submittals to reference the drawing number and/or section of the specifications, detail designation, schedule or location that corresponds with the data submitted. Other identification may also be required, such as layout drawings or schedules to allow the reviewer to determine where a particular product is to be used. 01300-2 F. The number of copies of each submittal to be sent by the Contractor and the number of copies of each submittal to be returned are: No. of No. of Copies Copies Prefix Descri tion Sent Returned CMR Contractor's Modification Request 4 I CTR Certified Test Report 3 0 EIR Equipment Installation Report 3 0 MIS Miscellaneous Submittals 4 1 NBC Notification By Contractor 3 1 OM Preliminary O & M Manual 3 1 OM Final O & M Manuals 4 1 PR Payment Request 5 I PP Project Photographs 2 0 RD Record Data 3 0 RFI Request for Information 3 1 SAM Sample 2 0 SD Shop Drawings 4 1 SCH Schedule ofProgress 3 0 1.04 REVIEW PROCEDURES A. Shop drawings .shall be reviewed in the order received. The Contractor may mark submittals as "Priority" for review. Priority submittals will be reviewed before other submittals for this project which have been received but not reviewed. Contractor should use discretion in the use of "Priority" submittals as this may delay the review of submittals previously submitted. B. Review procedures vary with the type of submittal as described in Paragraph 1.07. 1.05 SUBMITTAL REQUIREMENTS A. Shop drawings are required for those products .that cannot adequately be described in the Contract Documents to allow fabrication, erection or installation of the product without additional detailed information from the product's manufacturer. B. Contractor shall certify that he has reviewed the shop drawings and made all necessary corrections such thatthe products, when installed, will be in full compliance with the Contract Documents. Any submittal that does not contain Contractor's approval stamp will be returned without processing. Contractor. shall affix a rubber stamp to each submittal stating that he has reviewed the submittals and included any necessary corrections, and is satisfied that the material contained therein is in compliance with the Contract Documents. The stamp shall have the following information: 01300-3 Name of Project: _ Contract No.: . Contractor's Name: Project No.: Drawing No.: Submittal No.: Spec. Re£: _ This shop drawing has been reviewed and determined to be in compliance with the Contract Documents, including Plans and Specifications, as modified by Addenda, Change Orders, and Field Orders as of the date of this submittal. Contractor's Signature: Date: C. Include a complete description of the material or equipment to be furnished. Information is to include (as appropriate): 1. Type, dimensions, size, arrangement, model number, and operational parameters of the components. 2. Weights, gauges, materials of construction, external connections, anchors, and supports required. 3. Performance characteristics, capacities, engineering data, motor curves, and other information necessary to allow a complete evaluation of mechanical components. 4. All applicable standards such as ASTM or Federal specification numbers. 5. Fabrication and installation drawings, setting diagrams, manufacturing instructions, templates, patterns, and coordination drawings. 6. Wiring and piping diagrams and related controls. 7. Mix designs for concrete, asphalt, or other materials proportioned for the project. 8. Complete and accurate field measurements for products which .must fit existing conditions. Indicate on the submittal that. the measurements represent. actual dimensions obtained at the site. D. All required statements of certification, guarantees, extended service agreements, and other related documents are to be provided with the shop drawing. The effective date of these documents shall be the date of acceptance of the work by the Owner. E. Comments will be made only on items called to the attention of the Owner for review and comment. Any marks made by the Owner do not constitute a blanket review of the submittal or relieve the Contractor from responsibility for errors or deviations from the Contract requirements. 1.06 JOB CONDITIONS A. Submittals shall be sent to owner allowing a reasonable time for delivery, review and marking submittals. Time for review is to include time for resubmission if necessary and to allow adequate time for the ordering, fabrication, and delivery of the product. Submittal shall have all information .for interrelated work submitted at one time. No review will be performed on submittals requiring coordination with other submittals. 01300-4 B. Submittals for equipment and related accessories shall include information for all of the components required for a complete and operational system. C. Fabrication or installation of any products prior to the approval of shop drawings is at the Contractor's risk. Products not meeting the requirements of Contract Documents are defective and may be rejected at the Owner's option. 1.07 CERTIFICATIONS, WARRANTS AND REPORTS A. Certifications, Warranties and Service Agreements include documents as specified in the detailed specifications, as shown in the submittal schedule or as follows: Certified Test Reports (CTR) - A report prepared by an approved testing agency giving results of tests performed on products to indicate their compliance with the specifications. (Refer to Section 01400, QUALITY CONTROL). 2. Certification of Local Field Service (CLS) - A certified letter stating that field service is available from a factory or supplier approved service organization located within a 300 mile radius of the project site. List names, addresses, and telephone numbers of approved service organizations on or attach to the certificate. 3. Extended Warranty (EW) - A guarantee of performance for the product or system beyond the normal one (1) year warranty described in the General Conditions. Issue the warranty certificate in the name of the Owner. 4. Extended Service Agreement (ESA) - A contract to provide maintenance. beyond that required to fulfill requirements for warranty repairs, or to perform routine maintenance for a definite period of time beyond the warranty period. Issue the service agreement in the name of the Owner. Certification of Adequacy of Design (CAD) - A certified letter from the manufacturer of the equipment stating that they have designed the equipment to be structurally stable and to withstand all imposed loads without deformation,. failure, or adverse effects to the performance and operational requirements of the unit. The letter shall state that mechanical and electrical equipment is adequately sized to be fully operational for the conditions specified or normally encountered by the product's intended use. 6. Certification of Applicator/Subcontractor (CSQ) - A certified letter stating that the Applicator or Subcontractor proposed to perform a specified function is duly designated as factory authorized and trained for the application of the specified product. 1.08 RECORD DATA A; Submit record data to provide information concerning the general character, style, and manufacturer of equipment to allow the Owner to adequately identify the products incorporated into the project and allow replacement or repair at some future date. 01300-5 1. Provide record data for all products. Record data is not require for items for which shop - drawings and/or operations and maintenance manuals are required. 2. Provide the same information required for shop drawings. 3. Record data will be received by the Owner, logged by Owner for his record. a. Record data may be reviewed to see that the information provided is adequate for the purpose intended. Inadequate drawings may be returned as unacceptable. b. Record data is not reviewed for compliance with the Contract Documents. Comments may be returned if deviations from the Contract Documents are noted during the cursory review performed to see that the information. is adequate. 1.09 SAMPLES Provide samples for comparison with products delivered to the site for use on the project. Where samples are requested, furnish minimum of two samples. 1. Samples shall be of sufficient. size and quantity to clearly illustrate the functional characteristics of the product, with integrally related parts and attachment devices. 2. Indicate the full range of color, texture, and patterns. 3. Dispose of samples when related work has been completed and approved, and disposal is requested by the owner. At Owner's option samples will become the property of the Owner. 1.10 REQUESTS. FOR. DEVIATION A. Submit requests for deviation from the Contract Documents for any product that does not fully comply with the specifications. B. Submit request by Contractor's Modification Request (CMR) per Section 01300, SUBMITTALS. Identify the deviations and the reason the change is requested. C. Deviations that result in a reduction in cost shall also include. the amount of the reduction to the Owner. D. A Change Order or Field Order will be issued by the owner for deviations approved by the Owner. Deviations from the Contract Documents may only be approved by Change Order or Field Order. 1.11 SUBMITTALS FOR EQUAL BUT NON-SPECIFIED PRODUCTS A. .The products of the listed suppliers are to be furnished where detailed specifications list several manufacturers but do not specifically list "or equal" or "approved equal" products. Use of any products other than those specifically listed is a substitution and must be approved. 01300-6 B. Products from manufacturers other than specifically listed in full compliance with the - specification and when detailed specifications list one or more manufacturers followed by the phase "or equal'° or "approved equal". 1. Submit shop drawings having adequate detail to document that the proposed product is equal or superior to the specified product. Contractor must prove that the product is equal. It is not the Owner's responsibility to prove the product is not equal. 2. Provide a typewritten certification that the Contractor has thoroughly examined the proposed product and has determined that it is equal or superior in all respects to the product specified. Provide the same warranties and/or bonds for the product specified. 3. Contractor assumes all responsibility to coordinate any modifications that may be necessary to incorporate the product into the construction and. will waive all claims for additional work which may be necessary to incorporate the product into the project. 1.12 SUBMITTALS FOR SUBSTITUTIONS A. A substitution is defined as any product that the Contractor proposes to provide for the Project in lieu of the specified product. B. If the Contractor desires to submit a manufacturer's product which is not specified, he must submit a Contractor's Modification Request, requesting deviation from the contract documents, along with sufficient information to prove that the product is acceptable. 1.13 GUARANTEES Warranties and guarantees shall be submitted as required by the Contract Documents and submitted with the shop drawings or record data. 1.14 RESUBMISSION REQUIREMENTS A. Make all corrections or changes in the submittals required by the Owner and resubmit until approved. B. Need for more than one resubmission or any other delay of obtaining Owner's review of submittals,. will not entitle the Contractor to an extension of Contract Time. All costs associated with such delays shall be at the Contractor's expense. 1.15 COLOR SCHEDULES A. Submit schedule of manufacturers of finishes and pre-finished items to be incorporated into the project. Provide color and quality samples of all items. Samples shall have a reasonable variety and choice. The Owner will make color and finish selections and prepare a Color Schedule which will become part of the Contract Documents. B. Color Schedule will be issued approximately thirty (30) days after complete sample submittals are received by Owner. The color submittals, as are all submittals, are required to be submitted within the first third of the Contract Time. No Application for Payment will be processed after that time if all submittals have not been received. No Application for Payment 01300-7 will be approved on material that required submittals, but which have not been submitted and • approved. 2.00 PRODUeTS [Not Used] 3.00 EXECUTION 3.01 GENERAL A. Submit Operation and Maintenance manuals (OM) for all equipment, mechanical devices, or components described in the Contract Documents per Section 01730, OPERATION AND MAINTENANCE MANUALS. Include copies of approved shop drawings in the manual. B. Submit Request For Information (RFI) in accordance with Section 01040, PROJECT ADMINISTRATION. C. Submit Progress Schedules in accordance with Section 01040 PROJECT ADMI ~tISTRATION. D. Submit Certified Test Reports (CTR) from independent testing laboratories in accordance with Section 01400, QUALITY CONTROL. E. Submit Notifications by Contractor (NBC) in accordance with Section 01040, PROJECT ADMINISTRATION. END OF SECTION 01300-8 01400.- QUALITY CONTROL 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish all material and labor for testing procedures. Except for those testing procedures especially noted within the specifications to be conducted by the Owner, testing will be performed by the Contractor. B. When specifications call for testing by Owner in the various sections of the specifications, the Owner will secure the services of an independent, qualified testing laboratory for the purpose of performing testing. Testing performed by the Owner will be paid for by the Owner. Contractor shall cooperate fully with the Owner's testing laboratory to facilitate the testing services. C. When specifications call for Contractor to perform testing, or when re-testing is required, Contractor shall arrange for the services of a qualified testing laboratory and shall pay for the tests. 1.02 QUALITY ASSURANCE Contractor's testing laboratory must be a recognized organization, capable of performing a full range of testing procedures as determined by the Standards or testing procedures specified. Testing Laboratory must be approved by the Owner prior to performing any tests. 1.03 SUBMITTALS Submittals shall be in accordance with Section 01300, SUBMITTALS, and shall include: The name of the proposed testing laboratory along with documentation of qualifications, a list of tests that are performed, and a list of recent projects for which testing has been performed with references from those projects. 2. Test reports per Paragraph 1.07, TEST REPORTS of this specification. 1.04 STANDARDS A. Provide a testing laboratory that complies with the ACII, (American Council of Independent Laboratories) "Recommended Requirements for Independent Laboratory Qualifications". B. Perform testing per recognized test procedures as listed in the various sections of the specifications, standards of the State Department of Highways and Public Transportation, American Society of Testing Materials (ASTM), or other testing associations. Perform tests in accordance with published procedures for testing issued by these organizations. C. Meet requirements of ASTM E329 "Standards of Recommended Practices for Inspections and Testing Agencies for Concrete and Steel as used in construction". 01400-1 SHOP DRAWING SUBMITTAL FORM Prniert• _ _ _J This form is to be submitted with all Shop Drawing Submittals 1. Contractor: 2. Subcontractor: ;. Supplier:. 4. Manufacturer: 5. Specification Section Number: 6. Identification of product or material: 7. We understand. that the Contract Completion Date is ,and that the General Contractor has a liquidated damage clause for each day the job is not completed after the date. Our materials are to be delivered to the job site by ("As Required" is not acceptable and is subject to rejection of the entire submittal. There must be a date indicated.) 8. This submittal is per Specifications and Contract Drawings: Yes No If "No", please attach a sheet explaining any deviations from Specifications and Contract Drawings. 9. We certify that all products herein submitted are "asbestos free". Date: Signature of Subcontractor 01300-9 1.05 DELNERY AND STORAGE Handle and protect test specimens of products and construction materials at the construction site in accordance with recognized test procedures. 1.06 JOB CONDITIONS A. The Owner reserves the right to perform his own testing at any state of construction. Contractor shall make the site available to the Owner's testing organization, and shall cooperate fully in the performance of these tests. Where the Owner has made known that certain testing is to be performed. Contractor shall give Owner adequate notice before proceeding with work that would interfere with testing. B. Contractor is responsible to notify the Owner at such times when testing is required. Do not proceed with any work until testing services have been performed and owners representative approves results of tests. C. The Owner reserves the right to require re-testing in the event of failure and all re-tests shall be at the Contractor's expense. D. Testing laboratory is not authorized to release, revoke, alter or enlarge on requirement of Contract Document, nor shall they approve any portion of the work. 1.07 TEST REPORTS A. Test reports are to be prepared for all tests. 1. Tests performed by testing laboratories may be submitted on their standard test report forms. These reports must include the following: a. Name of the Owner, project title and number, equipment installer and general contractor. b. Name of the laboratory, address, and telephone number. c. Name and signature of the laboratory personnel performing the test. d. Description of the product being sampled or tested. e. Date and time of sampling, inspection, and testing. £ Date the report was issued. g. Description of the test performed. h. Weather conditions and temperature at time of test or sampling. i. Location at the site or structure where the test was taken. j. Standard or test procedure used in making the test. k. A description of the results of the test. 1. Statement of compliance or non-compliance with the Contract Documents. m. Interpretations of test results, if appropriate. 2. Submit reports on tests performed by Contractor or his suppliers or vendors on the forms meeting requirements of respective national testing authorities and practices. 01400-2 1.08 NON-CONFORMING WORK A. Immediately correct any work that is not in compliance with the Contract Documents or submit a written explanation of why the work is not to be corrected immediately and when the corrective work will be performed. B. Payment for non-conforming work shall be withheld until work is brought into compliance with the Contract Documents. 2.00 PRODUCTS 2.01 TESTING APPARATUS Furnish testing apparatus and related accessories necessary to perform the tests. Testing equipment shall be calibrated at reasonable interval by devices of accuracy traceable to either the National Bureau of Standards or an acceptable value determined by natural physical contacts. 3.00 EXECUTION 3.01 TESTING A. Perform all tests as indicated in the various sections of the specifications. B. Cooperate with the Owner and his testing laboratory. Provide complete access to the site and make Contract Documents available. Contractor shall furnish sample material required for testing and shall furnish personnel and equipment needed to perform sampling, or to assist in making the field tests. Deliver samples or test cylinders to the location designated by the owners representative. C. Concrete samples made at the site and sent to a testing laboratory for testing shall be identified by the Contractor in such a manner that designates the exact location at which the sample was taken. Concrete cylinders shall be marked with a unique identification number which corresponds to a log number. The log will include the concrete company,. truck or ticket number, mix design, time of day, temperature of ambient air and concrete temperature. The drawings will be marked with a colored marker which identifies the extent of concrete placed as represented by the test cylinder. D. All other samples will be identified with such information suitable to identify the source and such other information required by the Owner. E. Testing of HVAC, Plumbing, Piping and Electrical System are specified under the individual Sections of Division 15 and l6. 3.02 VERIFICATION TESTING When tests indicate that materials are not in conformance with Contract Documents, Contractor shall, at his own expense, perform additional testing as required to verify material compliance. Tests shall be in accordance with recognized methods or in compliance with recommendations made by Owner's testing laboratory. 01400-3 3.03 TESTS FOR PIPING SYSTEMS A. TESTING FOR UNDERGROUND UTILITIES Refer to Section 01440, TESTING OF BURIED PIPING. B. TESTS FOR PLUMBING DRAINAGE AND VENT SYSTEMS Refer to Section 15400, PLUMBING SYSTEMS C. TESTS FOR PIPING SYSTEMS Refer to Section 15000, BASIC METHODS AND MATERIALS FOR HVAC SYSTEMS. 3.04 TESTS FOR ELECTRICAL SYSTEMS Refer to Section 16000, GENERAL ELECTRICAL REQUIREMENTS. END OF SECTION 0100-4 q 01700 CONTRACT CLOSEOUT 1.00 GENERAL 1.01 WORK INCLUDED Comply with requirements of the General Conditions and specified administrative procedures in closing out the Construction Contract. 1.02 SUBMITTALS Submittals shall be in accordance with Section 01300 SUBMITTALS and shall include affidavits and release of liens. 1.03 SUBSTANTIAL COMPLETION A. Submit written notification to the Owner that the work or designated portion of the work is substantially complete and the work is considered to be substantially complete. Include a list of the items remaining to be completed or corrected before the project will be considered to be complete. B. Owners representative shall visit the project site to observe the work within a reasonable time after notification is received to determine the status of completion. Owner shall issue notification to the Contractor that the work is either substantially complete or that additional work must be performed before the project maybe considered substantially complete. Owner shall notify the Contractor in writing of items that must be completed before the project can be considered substantially complete. Contractor shall correct such. deficiency and notify Owner for an additional review. C. Owner shall issue a tentative Certificate of Substantial Completion to the Owner when the project is considered to be substantially complete. Certificate shall include a tentative list of items to be corrected before final payment. Contractor shall. review the list and notify the Owner in writing of any objections within 10 days of receipt of Certificate of Substantial Completion. 1.04 FINAL INSPECTION A. Submit written certification on AIA or equal standard forms. Certification will be accepted when: 1. Work has been completed in compliance with the Contract Documents. 2. Equipment and systems .have been tested per Contract Documents and are fully operational. 3. Final Operations and Maintenance Manuals have been provided to the Owner and all operator training has been completed. 4. Specified spare parts and special tools. have been provided. 5. Work is complete and ready for final inspection. 6. Supporting documentation has been. submitted. 01700-1 B. Owner shall make an inspection and appropriate regulatory agencies to determine the status of completeness within a reasonable time .after the receipt of the Certificate. C. Owner shall issue notice that the project is complete or notify the Contractor that work is not complete or is defective. 1. Submit the request for final payment with closeout submittals described in Paragraph 1.07 if notified that the project is complete and the work is acceptable. 2. Upon receipt of notification from the Owner that work is incomplete or defective, take immediate steps to remedy the stated deficiencies. Send a second certification to the Owner when work has been completed or corrected. 3. Owner,shall re-visit the site and the procedure will begin again. 1.05 REINSPECTION FEES - N/A 1.06 CLOSEOUT SUBMITTALS A. Record Drawings per Section 01040, PROJECT ADMINISTRATION. B. Keys and keying schedule. C. Warranties and bonds. D. Evidence of payment or release of liens as required by the General Conditions. E. Consent from Surety to Final Payment. F. Shop drawings, record data, Operations and Maintenance Manuals, and other submittals as required by the Contract Documents. G. Specified spare parts and special tools. H. Certificates of Occupancy, operating certificates, or other similar releases required to allow the Owner unrestricted use of the work and access to services and utilities. I. Evidence of final, continuing insurance, and. bond coverage as required by the Contract Documents. 1.07 FINAL PAYMENT REQUEST A. Submit a preliminary .final payment request. This request is to include adjustments to the Contract Amount for: 1. Approved Change Orders 2. Allowances not previously adjusted by Change Order 3. Unit prices 4. Deductions for defective work thaf has been accepted by the Owner 5. Penalties and bonuses 6. Deductions for liquidated damages. 7. Deductions for reinspection payments per Paragraph 1..04 8. Other adjustments t)i 700-2 B. Owner shall prepare a final Change Order, reflecting the approved adjustments to the contract amount which have not been covered by previously approved Change Orders. C. Submit the final application for payment per the General Conditions, including the final Change Order. 1.08 TRANSFER OF UTILITIES A. Transfer utilities to the Owner when the Certificate of Substantial Completion has been issued, final cleaning has been completed per Section 01710, CLEANING, and the work has been occupied by the Owner. B. Submit final meter readings for utilities and similar data as of the date the Owner occupied the work. 1.09 WARRANTIES, BONDS, AND SERVICES AGREEMENTS A. Provide warranties, bonds, and service agreements required by Section 01300, SUBMITTALS or by the individual sections of the specifications. B. The date for the start of warranties, bonds, and service agreements is established per the General Conditions. C. Compile warranties, bonds, and service agreements and review these documents for compliance with the Contract Documents. 1. Each document is to be signed by the respective manufacturer, supplier, and subcontractor. 2. Each document is to include: a. The product or work item description b. The firm, with the name of the principal, address, and telephone number c. Scope of warranty, bond or services agreement d. Date, duration, and expiration date for each warranty bond and service agreement e. Procedures to be followed in the event of a failure £ Specific instances that might invalidate the. warranty or bond D. Submit an orginal and one (1) copy of each document to the Owner for review. 1. Documents are to be submitted on 8-1/2" x 11" paper, punched for a standard three-ring binder. 2. Submit each set in a commercial quality three-ring binder with a durable and cleanable plastic cover. The title "Warranties, Bonds, and Services Agreements", the project name and the name of the Contractor are to be typed and affixed to the cover. 01700-3 1.10 CLAIMS AND DISPUTES Claims and disputes must be resolved prior to recommendations of final payment. Acceptance and final payment by the Contractor will indicate that any outstanding claims or disputed issues have been resolved to the full satisfaction of the Contractor. END OF SECTION 01700-4 01710 CLEANING 1.00 GENERAL 1.01 WORK INCLUDED A. Perform routine site cleaning during the entire contract period. B. Just prior to occupancy of the building by the Owner, and prior to Substantial Completion, the Contractor shall perform a thorough final cleaning of the site, buildings, and other structures. C. Contractor to maintain the building in cleaned condition until acceptance by Owner. 1.02 SUBMITTALS Submittals shall be in accordance with Section 01300 SUBMITTALS, and shall include the following: 1) Record of Finishes 2) Maintenance Instructions 1.03 .QUALITY CONTROL Use experienced workmen or professional cleaners for final cleaning. 1.04 JOB CONDITIONS A. Store volatile wastes in covered metal containers and remove from site daily. B. Do not burn any rubbish or waste products on project site. C. Do not dispose of waste material by burying on site or discarding into streams or water ways. 2.00 PRODUCTS 2.01 MATERIALS A. Furnish the labor and products needed for cleaning and finishing as recommended by the manufacturer of the surface material being cleaned. B. Use cleaning products only on the surfaces recommended by the cleaning product manufacturer. C. Use only those cleaning products which will not create hazards to health or property and which will not damage surfaces. 3.00 EYECUTION 01710-1 3.01 SITE CLEANING The Contractor shall maintain the site in a clean condition at all times. At the end of each work day Contractor shall gather all loose trash and debris from around the site and place in trash containers or remove form site.. Contractor shall not stack trash or other construction debris on the ground or in the open. Trash must be placed inside closed containers. In no event shall trash or debris be allowed to become airborne or be allowed to blow around or off site. 3.02 ROUTINE CLEANING A. Buildings shall be routinely cleaned to remove all construction debris, packing crates, wrappings, packing materials, or other trash. Each trade shall be responsible to remove trash and debris resulting from his operations. B. Generally the entire space of buildings shall be maintained in a clean condition at all times. Once partitions have been installed, spaces shall be maintained in a "broom-clean" condition. Prior to installation of finishes and paint, spaces shall be thoroughly cleaned of trash and debris and floors swept clean and mopped to remove dust. 3.03 FINAL CLEANING A. Site Cleaning 1. Remove construction debris, boxes, and trash from the site. 2. Remove construction storage sheds and field offices and restore grade to match surrounding condition and remove excess dirt. B. Clean floors and inspect for damage. 1. Remove oil, grease, paint drippings, and other contaminants from floors, then mop repeatedly until thoroughly clean. Replace damaged flooring. 2. Clean resilient flooring with an approved cleaner and give one (1) coat liquid floor polish as recommended by the flooring manufacturer. Polish to a buffed appearance with powered floor buffer. 3. Vacuum carpets with powered floor sweepers to remove dirt and dust. Remove glue or other substances from nap of carpet. C. Clean and polish inside and outside glass surfaces. Wash with window cleaner and water, apply a coat of high quality glass polish and wipe clean. Do not scratch or otherwise mar glass surfaces. D. Clean wall surfaces to remove dirt or scuff marks. Remove excess adhesive along top edges of wall base. Remove adhesive from surfaces of vinyl wall coverings. E. Align ceiling the to fit properly in grid and replace cracked or damaged tile. Remove smear marks and other dirt from the and clean. surface of grid system. y 01710-2 F. Spot paint nicks and other damage. If spot-painting does not blend into the existing color and texture of the surrounding surfaces, repaint wall from inside corner to inside corner. Touch up damaged surfaces on factory finished equipment using special paint furnished by the manufacturer. G. Clean plumbing fixtures, valves, and trim. Clean toilet seats and covers. Remove labels and adhesive from fixtures. Remove floor drains and clean baskets or buckets. Polish strainers and exposed chrome or brass. H. .Remove dirt, oil, grease, dust and other contaminants from floors, equipment and apparatus in mechanical rooms with vacuum or compressed air. I. Clean and polish ceramic the floors and wall surfaces to remove mildew or other stains. Tuck point defective joints. J. Inspect exterior painted surfaces. Spot paint any damaged surfaces. K. Clean permanent filters and replace disposable filters on heating, ventilating, and air conditioning systems. Clean ducts, blowers, and coils if units were operated without filters during construction. L. Clean roof areas of debris; flush roof drainage systems with water until pipes are clear of debris. M. Broom clean exterior paved surfaces and rake clean other surfaces of the grounds to remove trash and debris. END OF SECTION 01710-3 01730 -OPERATIONS AND MAINTENANCE MANUALS 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish all labor and material necessary to complete a detailed Operations and Maintenance Manual for. the project. The O & M Manuals shall be detailed reference of the equipment installed on the project as well as a instructional manual to operate and maintain the building and the installed equipment. B. Furnish three (3) identical O & M Manuals within 15 days after Owner acceptance of Project. Final payment will not be authorized until O & M Manuals have been submitted. 1.02 QUALITY ASSURANCE Contractor shall review all submittals and include information required by the various sections of these specifications as well as other information that may .prove useful to the Owner for future operational and maintenance procedures. 1.03 SUBMITTALS Submit manuals in accordance with Section 01300, SUBMITTALS. 1.04 GUARANTEES After approval, copies of manufacturer's warranties and written guarantees will be included in a separate three ring binder. Refer to Section 01700 CONTRACT CLOSEOUT. Contractor shall include a written guarantee to cover the entire construction against defect in materials or resulting from workmanship for a period of (1) year from the Owner's date. of acceptance. 1.05 JOB CONDITIONS Drawings shall be folded to 8-1/2 x 11 or similar size, with all drawings having the same size when folded. Drawings shall unfold easily without opening the binder retaining rings. Z.00 PRODUCTS 2.01 MATERIALS A. Binders shall be large, three ring, hard back binders, all having the same color. Binder shall have a vinyl covering over all exterior surfaces. Prepare a label and insert in a clear pocket which will be readable when in a shelf. When the content of the manual exceeds a thickness of 2-1/2 inches, the information will be placed in multiple binders, each not exceeding 2-1/2 inches, or in screw-post type binders. B. Index sheet shall be heavy weight cardboard having reinforced binding edge, and clear plastic tabs. 01730-1 C. Paper shall be 8-1/2" X 11" paper in size. When large sheets are to be include which exceeds this dimension: a. Reduce drawings and diagrams to 8-1/2" X 11" paper size. b. When reduction is not practical, fold drawings and place each. separately in a clear, super heavy weight, top loading polypropylene sheet protector designed for ring binder use. Provide a typed identification label on each sheet protector. 3.00 EXECUTION 3.01 MANUAL ORGANIZATION AND CONTENTS A. Provide an identification label for each manual by placing a printed cover sheet in the front cover of the binder. The sheet on the cover is to include: Name of Owner 2. Project Name 3. Volume number 4. The Table of Contents for that volume B. Provide a Table of Contents listing each section of the manual for each product or system. C. The designation on each index tab is to correspond to the number and letter assigned in the Table of Contents. Clearly identify the specific product or component installed. D. Supplement information with drawings as necessary to clearly illustrate relations of component parts of equipment and systems, and control and flow diagrams. E. Correlate the data into related groups when multiple binders are used. Fill binders to only 3/4 of its indicated capacity to allow for addition of materials to each binder by the Owner. 3.02 OPERATIONS AND MAINTENANCE MANUAL CONTENTS A. Operating Instructions: Include typewritten, well-organized, step-by-step procedures for the normal operation of each major item of equipment. Instructions shall refer to equipment by identification number corresponding to an identification device placed on the corresponding equipment as shown on the drawings. B. Parts list and Descriptive Data: (1) Furnish wiring diagrams, packing lists, installation instructions, and other printed information furnished by the manufacturer. Major items shall have a printed parts list included. Include any information specified in the various sections of the specifications. OI730-2 (2) .Include one complete set of approved Submittals for the following items: Light Fixtures Pumps and Motors HVAC Equipment Toilet Fixtures Water Heaters Hardware Switchgear & Panelboards Water Heaters and Pumps Elevators and Machinery (3) Furnish control sequence and description of mechanical system operations. (4) Furnish manufacturer's printed parts list or descriptive data for the following items: HVAC Equipment Exhaust Fans Appliances Air Handling Equipment Elevator Pumps C. Warranties and Guarantees: Furnish manufacturer's printed warranties and Contractor's typewritten guarantee, along with other guarantees specified in the various sections of the specifications.. D. Identification Legends: (1) Furnish a typewritten legend to correspond with identification devices installed on piping and equipment. Legend is to list the identifying device, its location, a brief description of the devices function, and the LD. number. (2) Include a typewritten electrical panelboard legend for each panelboard and switchboard installed in the project. This information shall be a duplicate of the legend placed in the panelboard. E. Project Record: (I) Furnish a blueline print of completed "As-Built" Drawings. (2) Note exact location of hidden. valves or control equipment. Note any changes in equipment locations that occurred during construction. F. Maintenance Instructions: Complete a typewritten "Maintenance Instruction Form" which describes the cleaning procedures necessary for each type of finished surface. Description to list suggested cleaning products, waxes, or other products on the following materials: Resilient Tile Vinyl Wall Fabric Acoustical Tile Ceramic or Quarry Tile Paint Carpet G. Test Results: Install copies of test results for each test required in these specifications. Include a copy of City Inspection Final Approval or Certification.. 01730-3 H. Color and Patterns: Provide a typewritten record of finished materials having colors or patterns. Identify the material, the location the material is installed, the manufacturer, material type, pattern, and color. Paints shall be identified by manufacturer and color code. Paint colors which require special tinting shall be identified with the formula needed to reproduce the color. 3.03 LIST OF SERVICE ORGANIZATIONS Provide a directory of authorized service organizations with company name, address, telephone number, and the contact person for warranty repair. END OF SECTION O 1?30-4 01750 -EXTRA STOCK, MATERIALS AND PARTS 1.00 GENERAL 1.01 DESCRIPTION A. Provide extra stock, materials and parts lists as specified at the end of the job for Owner's future maintenance.. Quantities shall be in approximate twenty percent (20%) of quantities used for the job. B. Properly wrap, box or otherwise prepare items to prevent damage during storage and handling. Leave in unbroken factory carton. C. Identify all items clearly. END OF SECTION O17~0-1 JCL94006 02110 GENERAL CLEARING AND GRUBBING 1.00 GENERAL 1.01 WORK INCLUDED Furnish labor, materials, equipment and incidentals necessary to perform operations in connection with clearing, grubbing, and disposal of cleared and grubbed materials. 1.02 QUALITY ASSURANCE; DEFINITIONS A. CLEARING: Clearing is defined as the removal of trees, shrubs, bushes, and other organic matter at or above original ground level. B. GRUBBING: Grubbing is defined as the removal of stumps, roots, boards, logs, and other organic matter found at or above ground level. 2.00 .PRODUCTS [Not Used] 3.00 EXECUTION 3.01 PREPARATION A. Mark areas to be cleared and grubbed prior to commencing clearing operations. Engineer shall approve clearing and grubbing limits prior to commencement of clearing operations. B. Trees and shrubs outside of the clearing limits, which are within 10' of the clearing limits, shall be clearly marked to avoid damage during clearing and grubbing operations. C. Remove trees and brush outside the clearing limits, but within the immediate vicinity of the work, upon receipt of approval by the Engineer, when the trees or brush interfere with or retard the progress of construction operations. D. Clearly mark trees and shrubs within the clearing limits, which are to remain, and protect the trees and shrubs from damage during the clearing and grubbing operations. E. The clearing limits shall not extend beyond the project limits. F. Establish the clearing limits as follows: 1. Embankments plus 10' beyond the toe of the embankment. 2. Excavations phis 5' beyond the top of the eYCavation. 3. Concrete structures plus 10' beyond the edge of the footing. 4. New roadways and new parking areas plus 5' beyond the edge of pavement. 02110-1 5. Retaining walls plus 10' beyond the edge of the footing. 6. Underground utility trench top width plus 8'. G. Establish the grubbing limits as follows: 1. Embankments plus 2' beyond the toe of the embankment. 2. Concrete structures plus 2' beyond the edge of the footing. 3. New roadways and new parking areas plus 1' beyond the edge of pavement. 4. Retaining walls plus 2' beyond the edge of the footing. 3.02 INSTALLATION A. CLEARING Clearing shall consist of the felling, cutting up, and the satisfactory disposal of trees and other vegetation, together with the down timber, snags, brush, rubbish, fences, and debris occurring within the area to be cleaned. B. GRUBBING 1. Grubbing shall consist of the removal and. disposal of stumps and roots larger than 1" in diameter. 2. Extend grubbing to the depth indicated below: [Select appropriate items and adjust item numbers as necessary.] In the case of multiple construction items, the greater depth shall apply. a) Footings - 18" below the. bottom of the footing. b) Walks - 12" below the bottom of the walk. c) .Roads and Taxiways - 18" below the bottom of the subgrade. d) Parking Areas - 12" below the bottom of the subgrade. e) Runways - 24" below the bottom of the subgrade. f) Embankments - 24" below existing ground. g) Railroads - 24" below the bottom of the subgrade. h) Concrete Structures - 18" below the bottom of the concrete. i) Retaining Walls - 18" below the bottom of the footing. 02110-2 3.03 FIELD QUALITY CONTROL BURNING NOT PERMITTED Completely remove timber, logs, roots,. brush, rotten wood, and other refuse from the Owner's property. Disposal of materials in streams shall not be permitted and no materials shall be piled in stream channels or in areas where it might be washed away by floods. Timber within the area to be cleared shall become the property of the Contractor, and the Contractor may cut, trim, hew, saw, or otherwise dress felled timber within the limits of the Owner's property, provided timber and waste material is disposed of in a satisfactory manner. Materials shall be removed from the site daily, unless permission is granted by the owner to store the materials for longer periods. END OF SECTION 02110-3 02217 -TRENCHING, BACKFILLING, AND PIPE EMBEDMENT 1.00 GENERAL 1.01 WORK INCLUDED Furnish labor, materials, equipments and incidentals necessary to perform operations in trenching, pipe bedding, backfilling, clearing, grubbing and site preparation; handling, storage, transportation and disposal of excavated material; pumping and dewatering; preparation of subgrades; protection of adjacent property; fills, grading; and other appurtenant work. Trenching, backfilling, and pipe embedment procedures shall be in full compliance with Section 02220, TRENCH SAFETY. Earth removed from excavations and which is not required for backfill shall be removed from the site by the Contractor at his own expense, unless arrangements are made with the Owner through his representative to allow disposal on site. If permitted, the Contractor shall dump and spread excess earth in a manner agreed upon by the Contractor. and the Owner. Excavation, other than trench excavation and embankment fills are not part of this specification section. 1.02 QUALITY ASSURANCE CLASSIFICATION A. Excavations shall include material of whatever nature encountered, including but not limited to clays, sands, gravels, conglomeritic boulders, weathered clay shales, rock, debris and abandoned existing structures. Excavation and trenching shall include the removal and subsequent handling of materials excavated or otherwise handled in the. performance of the work. B. Bidders must satisfy themselves as to the actual existing subsurface conditions prior to the submittal of a proposal to complete the proposed work. C. Trench excavation shall consist of .excavation to the lines and grades indicated, required for installation of the pipe, pipe bedding, backfill, and to accommodate trench safety systems. 1.03 SUBMITTALS Submittals shall be in accordance with Section 01300, SUBMITTALS and shall include: Sieve analysis on embedment materials. Test results indicating soil resistivity for embedment material used on metal pipe. 1.04 STANDARDS The following. publications, referred to hereafter by basic designation only, form a part of this specification to the extent indicated by the references thereto: 02217- l ASTM D-448 ASTM D-698 ASTM D-1556 ASTM D-2487 ASTM D-2922 ASTM D-3017 "Standard Classification for Sizes of Aggregate for Road and Bridge Construction" "Moisture-Density Relationship of Soils and Soil Aggregate Mixtures, Using 5.5 -lb Rammer and 12 Inch Drop" "Density of Soil in Place by the Sand Cone Method" "Classification of Soils for Engineering Purposes" "Density of Soil and Soil -Aggregate In-Place by Nuclear Methods" "Moisture Content of Soil and Soil -Aggregate In-Place by Nuclear Methods" ASTM D-4253 "Test Methods for Maximum Index Density of Soils Using a Vibratory Table" ASTM D-4254 "Test Methods for Minimum Index Density of Soils and Calculations of Relative Density" Any other testing required by these specifications and not specifically referenced to a standard shall be performed under ASTM or other appropriate standards as designated by the owners representative. Reference herein or on the drawings to soil classifications shall be understood to be according to ASTM D-2487, "Classification of Soils for Engineering Purposes" unless indicated otherwise. 1.05 DELNERY AND STORAGE Excavated materials to be used for backfill may be deposited in stockpiles at points convenient for rehandling the material during the backfilling process. The location of stockpiles shall be within the limits of construction easements or public right-of--way. The location of stockpiles is subject to the approval of the Owner or the Owner's representative. Keep drainage channels clear of stockpiled materials. 1.06 JOB CONDITIONS Place no embedment or backfill material during freezing weather or upon frozen subgrades or previously placed frozen embedment or backfill materials. 2.00 PRODUCTS 2.01 MATERIALS A. CONCRETE FOR BACKFILL, BLOCKING, CRADLING AND ENCASEMENT: Unless other strength requirements are designated, concrete used shall be 3000 psi. B. CLASS 1 EARTH FILL: Limited to clays and sandy clays classified as CH material with a liquid limit greater than or equal to 50, a plasticity index greater than or equal to 25, and a minimum of 60% passing the No. 200 sieve, which are free of organic materials. 02217-2 C. CLASS 3 EARTH FILL: Consist of any materials classified as CH, CL, SM, SP, SP-SM, SC, and GC, which have a minimum plasticity index of 4, which are free of organic materials. D. CLASS 12 EARTH FILL: Consist of soils suitable for topsoil which .are relatively free of stones or other objectionable debris, which have sufficient humus content to readily support vegetative growth. The suitability of soils for topsoil shall be subject to the approval of the owner's representative. E. CLASS 2 AGGREGATE FILL: [For Reinforced Concrete or Concrete Cylinder Pipe] Consist of durable particles of crushed stone free of silt, clay, or other unsuitable materials and have a percentage of wear of not more than 40% when tested in accordance with ASTM Method C- 131 or C-535. When material is subjected to five (5) cycles of the sodium sulfate soundness test in accordance with ASTM C-88, Sodium Sulfate Solution, the weighted percentage of loss shall not exceed 12%. The source of the material shall be approved by the Engineer and meet the following gradation in accordance with ASTM D-448, size number 67: Sieve Size Square Opening Percent Passim 1 ~~ 100 3/4" 90 - 100 3/8" 20 - 55 No. 4 0 - 10 No. 8 0 - 5 F. CLASS3 AGGREGATE FILL: [For Iron, Cast Iron, or Corrugated Metal Pipe] Consist of durable particles of crushed stone free of silt, clay, or other unsuitable materials and have a percentage of wear of not more than 40% when tested in accordance with ASTM C-131 or C- 535. When material is subjected to five (5) cycles of the sodium sulfate soundness test in accordance with ASTM C-88, Sodium Sulfate Solution, the weighted percentage of loss shall not exceed 12%. The source of the material shall be approved by the Engineer and meet the following gradation in accordance with ASTM D-448, size number 7: Sieve Size Square Openins Percent Passing 3/4" 100 1/2" 90 - 100 3/8" 40 - 70 No. 4 0 - 15 No. 8 0 - 5 02217-3 ' G. CLASS 10 AGGREGATE FILL: [For Non-reinforced Concrete, Vitrified Clay, PVC, Fiberglass, or Asbestos Cement Pipe] Consist of washed and screened natural sands or sands manufactured by crushing stones complying with the requirements and tests of "Standard Specifications for Concrete Aggregates", ASTM C-33. The gradation as included in ASTM C-33 is as follows: Sieve Size Sauare Ooenine Percent Passin 3/g" 100 No. 4 95 - 100 No. 8 80 - 100 No. 16 50 - 85 No. 30 25 - 60 No, 50 10 - 30 No. 100 2 - 10 Class 10 Aggregate Fill shall have not more than 45% passing any sieve and retained on the next consecutive sieve of those shown above, and its fineness modulus, as defined in ASTM C-125, shall be not less than 2.3 nor more than 3.1. H. CEMENT: Type I Portland Cement. 2.02 .MIXES; SAND-CEMENT BACKFIL,L [OR EMBEDMENT] A. A minimum sand and cement mixture of 27 parts sand and 2 parts cement will be required. Fine Sand 1 Cubic Yard Cement 1 Bag (Minimum) Water Optimum Moisture B. Sand shall be free of any cohesive material and shall meet the following gradation and plasticity index requirements: Sieve Size Percent Passins 1" 100 1/2" 95 - 100 No. 40 80 - 100 Plasticity Index 10 Maximum Liquid Limit 25 or less 2.03 FABRICATIONS [Not Used] 2.04 MANUFACTURED PRODUCTS [Not Used] 02217-4 3.00 EXECUTION 3.01 PREPARATION A. SITE Clear sites of logs, trees, roots, brush, tree trimmings and other objectionable materials and debris which. are to be occupied by pipe trenches, and grub stumps. Designate material not salvaged. for reuse as surface material as spoiled and dispose of material in accordance with Paragraph E -DISPOSAL OF SPOIL MATERIAL, of this section. Do not remove trees outside of the required working area unless their removal is authorized in writing by the Engineer and with the approval of the local. governing authority. Adequately protect the trees left standing from permanent .damage by construction operations. Standing trees may be trimmed where necessary to facilitate construction, but only with written authorization from the owner's represnetative. B. DEWATERING Provide and maintain adequate dewatering equipment to remove and dispose of surface and ground water entering the excavations, trenches, or other parts of the work. Keep each excavation dry during subgrade preparation and continually thereafter until the proposed pipe is installed. Maintain the proper procedures necessary to protect against damage to the proposed work from hydrostatic pressure, flotation,. or other water related causes. 2. Dewater excavations which extend down to or below ground water elevation by lowering and keeping the. ground water level a minimum of 2-feet below the bottom of the excavation. Divert surface water or otherwise prevent water from entering excavated areas to the fullest extent possible without causing damage to adjacent property. 4. Provide and maintain any piping or conduit necessary to facilitate drainage. Do not alter area drainage patterns to the extent that adjacent property and landowners become threatened with localized flooding and/or water damage. Should such.. a situation occur, .the Contractor shall be responsible for repairing the damage at no additional cost to the Owner. C. PROTECTION OF EXISTING STRUCTURES AND UTILITIES 1. Prior to the start of construction, communicate with the local representatives of utilities companies, including but limited to oil, gas, telephone, and communications companies, as well as, local water and sewer utilities operating in the location of the proposed construction area. Seek the utility companies assistance in locating existing facilities to avoid conflicts during construction. The location, number, depth, and owner of utilities indicated are for information purposes only, and all utilities and structures may not be shown or may not be in the location shown. 02217-5 2. Where construction endangers adjacent structures, utilities, embankments and/or roadways, the Contractor shall, at this own expense, carefully support and protect such structures so that no damage occurs throughout the construction process. In case damage should occur, the Contractor shall be responsible for restoring the damaged structure to a condition acceptable to the Owner of that structure and shall bear all cost of such reparations. Repair or replace damaged street surfaces, driveways, sidewalks, curbs, gutters, fences, drainage structures, or other such facilities to the satisfaction of the Owner. Structures shall be returned to a condition equal to or better than the original condition and of same or better material and quality. D. BLASTING Blasting shall not be allowed in any instance. E. DISPOSAL OF SPOIL MATERIAL Suitable material from excavations which meets the requirements for pipe backfill material as indicated, except stripping excavation, may be reused. Designate the remaining excavated materials as spoiled material and dispose of material off the site in accordance with all applicable laws, ordinances, and codes. Contractor shall be responsible for the storage, transportation, and deposition of spoiled material and shall be responsible for acquiring the necessary permits, and the payment of fees and duties at. no additional cost to the Owner. 2. No burning of materials shall be permitted on the site. 3.02 TRENCH EXCAVATION A. GENERAL The trenches shall be excavated to the alignment and depth. indicated or as necessary for the proper installation of the pipe and appurtenances. Brace and dewater the trench if necessary so that the workmen may work therein safely and efficiently. Any specific requirement listed in Part 3.00 EXECUTION may be modified as necessary to meet OSHA requirements. However, if trench widths are wider than indicated, the Contractor shall be responsible for determining the proper class of embedment and piping and the installation. B. TRENCH WIDTH The trench widths shall be as shown on the drawings. C. PIPE FOUNDATION SUBGRADE Excavate the trench to an even grade to permit the installation of the pipe so that the full length of the pipe barrel is supported on the .proper depth of bedding material. The entire foundation subgrade area in the bottom of the excavations shall be firm, stable material, and the material shall .not be disturbed below required grade except as described in this specification. Where the character of the subgrade material is such that proper subgrade 02217-b cannot be obtained at the elevation indicated, deepen the excavation to a satisfactory subgrade material. 2. Remove the material until a firm, stable, and uniform bearing is reached and the subgrade brought back to the required grade with the specified bedding material compacted in place or with lean concrete material. The expense of replacing any unsatisfactory subgrade shall be borne by the .Contractor. D. CORRECTING FAULTY GRADE Should any. part of the trench be excavated below required grade, correct the trench with bedding material, thoroughly compacted, or with lean concrete, at no additional compensation to the Contractor. E. CARE OF SURFACE MATERIAL FOR REUSE If local conditions permit reuse, keep surface material suitable for reuse separate from the general excavation material. F. TRENCHING METHODS The use of any suitable trench digging machinery is permitted except in places where such operations may cause damage, above or below ground, in which case, employ hand methods. G. PIPE CLEARANCE IN ROCK Remove ledge rock, rock fragments, shale, or other rock to provide proper clearance for bedding materials. Provide adequate clearance for properly jointing pipe laid in rock trenches at bell holes. 3.03 BACKFILL A. BEDDING WITHIN PIPE ZONE CONCRETE CRADLE, ENCASEMENT OR CONCRETE ARCH Where indicated, install the pipe in concrete cradle, encasement, or concrete arch. Take precautions to prevent pipe movement or deflection during construction. Where pipes are placed below structures, completely encase pipes in 1500 psi concrete, and extend up to bottom of structure. [Be sure that concrete is covered elsewhere.] 2. CONCRETE BLOCKING Place blocking to rest against firm. undisturbed trench walls. The supporting area for each block shall be at least as great as that indicated and shall be sufficient to withstand the thrust, including water .hammer, which may develop. Each block shall rest on a firm undisturbed foundation of trench sides and bottom. 02217-7. B. AGGREGATE FILL BEDDING After the trench has been cut to the depths indicated, bring up the bedding layer to a point slightly above grade in maximum 4" lifts and uniformly compact to the density indicated. Form bell holes and scoop. out a trough to grade so that the pipe is uniformly supported by the embedment material. Lay and joint the pipe. Bring up the embedment material in maximum 4".lifts on either side of the pipe to the elevation above the pipe shown on the plans. Uniformly compact the pipe as indicated. After moisture is gone from the embedment material, place and compact the remaining backfill by tamping or other appropriate methods. Water jetting shall not be permitted. C. COMPACTION REQUIREMENTS 1. Compact earth fill and cohesive. aggregate fill in maximum 4" lifts with pneumatic rollers or power hand tampers and make a minimum of eight (8) passes. 2. Compact cohesionless aggregate fill in maximum 4" lifts with vibratory rollers or vibratory plate power hand compactors and make a minimum of eight. (8) passes. The acceptability of the compaction equipment shall be based upon the results of a test section. 4. Compact earth fill and cohesive aggregate fill to a minimum of 95% of maximum dry density as determined by ASTM D-698, .Standard Proctor. Compact earth fill Class 1 and 2 at a moisture content within minus 0 to plus 5 percentage points of the optimum moisture content. Compact the remaining classes of earth fill and cohesive aggregate fill at a moisture content within minus 2 to plus 5 .percentage points of optimum moisture content. The moisture ranges listed above are minimum and maximum limits. A tighter moisture range within these limits may be required to consistently achieve the specified density. Compact cohesionless aggregate. fill on which it is not practical to control the density by "Proctor" methods. to a minimum of 75% of relative density as determined by ASTM D- 4253 and D-4254, or at the discretion of the Engineer, by a field compaction mold method correlated to ASTM D-4253 and D-4254. 7. Compact cohesionless aggregate fill at a moisture content within a range that accommodates consistent placement and compaction to the minimum relative density specified above. The Owner will arrange and pay for density and moisture testing. The testing frequency and methods shall be as required by specifications. 3.04 FINISHING A. Grade and rake areas smooth and even which do not receive any type of paved surface, to allow drainage to drain away from the structures and toward the roads and streets or the natural 02217-s drainage course. Break up large clods of earth and remove rocks, trash or debris near the surface. B. Finish the top portion of backfill beneath established sodded (lawn) areas with not less than 6" of topsoil corresponding to, or better than, that underlying adjoining sodded areas. 3.05 FIELD QUALITY CONTROL A. Compact backfill and appropriate embedment material to a minimum of 95% of maximum density at a moisture content of 0 to + 5% of optimum for backfill and at optimum for sand- cement embedment as determined by ASTM D-698-78 (Standard Proctor). B. Make periodic tests of compaction for conformance with this section by an approved testing laboratory selected and paid for by the Owner. Contractor shall pay for re-testing until acceptable test results are obtained. 3.06 CLEAN AND ADJUST Remove surplus pipeline materials, tools, rubbish and temporary structures and leave the construction site clean.. END OF SECTION 02217-9 02220 -TRENCH SAFETY 1.00 GENERAL 1.01 WORK INCLUDED A. This specification consists of the basic requirements which the Contractor must comply with in order to provide for the safety and health of workers in a trench. This specification is for the .purpose of providing minimum performance specifications, .and the Contractor shall develop, design, and implement the trench safety system. The Contractor shall bear the sole responsibility for the adequacy of the trench safety system and providing "a safe place to work" for the workman. B. Should the trench safety protection system require wider trenches than specified elsewhere, the Contractor shall be responsible for the costs associated with determining adequacy of pipe bedding and class, as well as, purchase and installation of alternate materials. 1.02 STANDARDS A. The following standard shall be the minimum governing requirement of this specification and is hereby made a part of this specification as if written in its entirety. Occupational Safety. and Health Standards -Excavations (29CFR Part 1926), U.S. Department of Labor, latest edition. B. Comply with the applicable Federal, State, and local rules, regulations, and ordinances. END OF SECTION 02?20-I ' 02280 -TERMITE CONTROL 1.00 GENERAL 1.01 WORK INCLUDED Furnish labor, materials, equipment and incidentals necessary to install termite control soil treatment as specified herein. 1.02 QUALITY ASSURANCE A. INSTALLER'S QUALIFICATIONS Installer shall be a professional, licensed in accordance with regulations of governing authorities for application of soil treatment solutions. B. PRODUCT REGISTRATION Use only termitcides which bear the Federal registration of the U.S. Environmental Protection Agency. 1.03 SUBMITTALS Submittals shall be in accordance with Section 01300, SUBMITTALS and shall include: 1. Product Data Sheets 2. Certification of U.S. Environmental Protection Agency 3. The manufacturer's. printed application instructions 1.04 STANDARDS Comply with safety requirements and industry standards. 1.05 DELNERY AND STORAGE Deliver products to site in original containers with labels attached. Do not store materials at site. 1.06 JOB CONDITIONS A. Do not apply soil treatment solution until excavating, filling, and grading operations are completed, except as otherwise required in construction operations. B. To insure penetration, do not apply soil treatment to frozen or excessively wet soils or during inclement weather. Comply with the handling and application instructions of the toxicant manufacturer. C. Post signs in areas of application to warn workers that soil termiticide treatment has been applied. Remove signs when areas are covered by other construction. 02280-1 JCL94006 1.07 OPTIONS Termiticide shall be one of several acceptable solutions which meet Federal and State regulations. 1.08 GUARANTEES A. Furnish the written warranty certifying that the applied soil termiticide treatment will prevent infestation of subterranean termites, and that if subterranean termite activity is discovered during warranty period, the Contractor shall retreat soil and repair or replace the damage caused by termite infestation. B. Provide a warranty for a period of five (5) years from date of treatment, signed by applicator and Contractor. 2.00 PRODUCTS 2.01 SOIL TREATMENT SOLUTION A. An emulsible concentrate termiticide for dilution with water, specially formulated to prevent infestation by termites. Fuel oil shall not be permitted as a diluent. Provide a solution consisting of one (1) of following chemical elements and concentrations: 1. Chloropyrifos: ("Dursban TC"); 11.0% in water emulsion. 2. Permathrin: ("Dragnet", "Torpedo"); 0.5% in water emulsion. B. Other solutions may be used as recommended by the applicator and approved by local governing authorities. Use only soil treatment solutions which are not injurious to planting. 3.00 EXECUTION 3.01 PREPARATION SURFACE PREPARATIONS: Remove foreign matter which could decrease effectiveness of treatment on areas to be treated. Loosen, rake, and level soil to be treated, except previously compacted areas under slabs. and foundations. Toxicants may be applied before placement of slabs and foundations. Toxicants may be applied before placement of compacted fill under slabs, if recommended by the toxicant manufacturer. 3.02 INSTALLATION; APPLICATION A. Apply termiticides in strict accordance with the manufacturer's printed instructions and the requirements of the U.S. Environmental Protection Agency, and local, State or other requirements. B. APPLICATION RATES: Apply soil treatment solution to under-slab-on-grade structures. Treat the soil before concrete slabs are placed, using the following rates of application: Apply four (4) gallons of chemical solution per 10 lin. ft. to soil in critical areas under slabs, including entire inside perimeter inside. of foundation beams, along both sides of 02280-2 JCL94006 DIVlSiON #3 - INSTALLA710N AND SET-UP 3.01 SITE PREPARATION 3.01.01 No site work for setup of buildings will be necessary. Buildings will be set up on existing asphalt surfaced vehicle parking lot. 3.02 .SET-UP 3.02.01 The modular building shall be erected in accordance with manufacturer's- recommendations, with all wails plumb and all floors level within 1" + or -over the length of the floor system. All joints in the roof shall be made watertight, and specific attention shall be given to conceal all modular joint lines to achieve an unbroken finished surface on the interior and exterior of the building. The modular sections shall be bolted and/or lagged together at the floor, walls and roof assembly, and all fasteners shall be concealed within the structural systems. The joining of the modular sections shall be done in such a manner as to allow the building to be moved as a single building or taken apart and transported in two sections and rejoined without causing damage. or deformation to the structural components or finish surfaces. 3.03 FOUNDATION 3.03.01 The Contractor shall provide piers down each side and down the .center of the building at a maximum. of 8'-0" on center. Additionally, the piers at the mateline on .each end and at the center partition shall be doubled. The piers shall consist of a 4"x16"x16" precast concrete base pad with 8"x8"x16" open-cell concrete blocks to maintain a level floor fine as the grade falls. Should the fall of the grade be such as to require more than one course of blocks, the Contractor shall double the blocks. 3.04 ANCHORING 3.04.01 The Contractor shall be responsible for securely anchoring the building to withstand wind loads as specified elsewhere in this document. As a minimum, the building shall be anchored at a maximum of 20'-0" on center down the sides, using 36" -long auger anchors and high- tensiie, galvanized straps that are attached to the buildings in accordance with applicable regulations. 3.05 LANDINGS, STEPS AND RAMP 3.05.01 A complete landing, ramp and step assembly will be provided at the exterior doors. See Drawings for Landing Steps and. Ramp details. The handicap ramp will be constructed with a slope not to exceed 1/12. All assemblies will be provided with handrails equipped with pickets at a maximum 5 112" spacing. All assemblies will be constructed with wolmanized lumber with a pressure treated content no less than .40 CCA. 3.06 ELECTRIC UTILITIES 3.06.01 The Owner will be responsible for bringing .electrical service to the building and making final connection. The Owner will notify the Contractor of the type of service to be provided (overheadlunderground), and it shall be the responsibility of the Contractor to provide a service entrance that is compatible. The Contractor will provide a system that allows for one point of connection by the Owner. The meter base and weatherhead shall be provided by Owner. 3.07 WATER UTILITIES 3.07.01 The Owner will be responsible for bringing the fresh water service to the building and making final connection. 3.08 SEWER UTILITIES 3.08.01 The Owner will be responsible for bringing sewer li~o to~the1e 'co'nnect on pons under the connection. The Owner will connect to the Contrac pp building. 3.09 CLEANING 3.09.01 At the completion of work, the Contractor shall be responsible for sweeping and cleaning thoroughly, removing all stains and labels withouncludedhandomarks~nstains, andadnpp ngs shall leave the work clean. Washing of glass is , shall be removed throughout the building. All hardware and other unpainted metal and all equipment shall be cleaned, and. all temporary labels, tags and other coverings shall be removed. The exterior of the building shall be similarly cleaned and in good order at the time of final acceptance. The site shall be kept clean at all times, and all debris shall be removed on a regular basis. The Contractor shall be responsible for the removal of ail trash and debris and shall not use school trash bins/dumpsters for. disposal of debris. 3.10 SAFETY 3.10.01 Precaution shall be exercised at ail times for th and con tru lion codes, shall be observed. safety divisions of applicable laws, and bwlding Machinery, equipment, and all hazards shall be guarded or eliminated in accordance with the latest edition of the Manual of Accident Prevention in Construction, as published by the Associated General Contractors of America, to the i ~ m Hate alt cattractive nuisances"'from contradiction of applicable law. The Contractor shat the work and from the site. To this end, he shall so dispose, store, .guard, and protect the premises, and all work, materials, equipment and both permanent and temporary'.... construction to preclude the unauthorize sons. lneno case shall thle rOwnerlbe responsib el for consequent injury to all unauthonzed p Contractor's failure to employ proper safety procedures. 3.11 gUAL1TY CONTROL 3.11.01 The Contractor shall maintain a quality controca torrshallomake these documents avaala'ble to the in-plant quality control program. The Cont the Owner upon request. 3.12 WARRANTY 3.12.01 The Contractor shall warrant the buildings t~hbe date of acceptance by the OwneraThe workmanship for a period of one year from Contractor shall also provide the Owner with warranty certificates for the exterior steel siding and roofing, showing the twenty-year limited warranty. The Contractor shall be responsible for all .parts and labor warranty for the H.V.A.C. units for one year. and shall provide the Owner with all warranty information provided by the manufacturer of the H.V.A.C. units. Additionally, the Contractor shall provide the Owner with a point of contact for all warranty claims and shall respond to ail claims identified as emergency within 24 hours and all other claims within 72 hours. 5.09 GENERAL 5.09.01 All door and window openings shall be pro nteesectin dwa se shaldl have over)apping itop rners shall be provided with triple studs, and ail 9 plates. DIVISION #6 -MOULDINGS 6.01 BASE 6.01.01 The base of all walls will be finished with a 4" vinyl cove base mould. The base mould will be site installed after the installation of the carpet. 6.02 VERTICAL 6.02.01 All inside and outside corners will be finished with a prefinished wood corner moulding. 6.03 CEILING 6.03.01 No ceiling mould shall be used. The wall angle for the suspended ceiling system shall fit snugly against the wall so as to preclude the need for ceiling cove. 6.04 WINDOWS 6.04.01 All windows shall be trimmed with a 1 '/Z' prefinished wood casing. 6.05 GENERAL 6.05.01 All fasteners used .for installing interior moulding shall be colored so as to blend with the finish of the moulding and shall not protrude from the face of the moulding. DIVISION #7 -ROOFS 7.01 RAFTERS 7.01.01 The roofs shall be framed with 2x8 #2 9 don both endslof the rafters to'connleecdt them ton center. Galvanized rafter ties shall be us the exterior walls and the ridge girders. 7.02 RAILS 7.02.01 The rafters shall be held in place at the ends with a 2x8 #2 grade southern yellow pine roof rails above the exterior walls and above the ridge girders. 7.03 PITCH 7.03.01 The roofs shall be framed so as to provide a minimum 2'h /12 pitch. 7.04 RIDGE GIRDER 7.04.01 Pre-engineered, wood-ridge girders wit the 12x8'Zafters and to alaow thealoof systemttotclear roof system at the ridge lineao support span all open areas. The ridge girder system shall be certified by a Registered Professional Engineer. Laminated plywood ridge girders will not be considered as an acceptable alternate. . 7,05 BRIDGING 7.05.01 The ridge girders shall be provided with 1 '/Z' steel angle bridging installed from the bottom of the girders to the 2x8 rafters. The bridging shall be installed at approximately a 45-degree angle.and shall be placed at a maximum 8'-0" on center. 7,Og SHEATHING 7.06.01 The roof shalt be sheathed with 7116" oriented strand board installed perpendicular to the 2x8 rafters. 7,07 CEILING 7.07.01 The finished ceiling in alt areas of the building shall be a 518" prefinished mineral fiber, fire rated, acoustical the (2'x4') supported by a suspended T-bar system. The ceiling will be site installed after the two sections of the building have been assembled and leveled. (Armstrong RH-90 Classroom tiles) 7,08 CEiL1NG HEIGHT 7.08.01 The finished ceiling height in all areas shall be 7'-10". 7.09 INSULATION 7.09.01 An R-19 (5 '/z') Kraft faced fiberglass batt insulation shall be installed on top of the suspended ceiling throughout the building, with the exception of the locations of the recessed lights. 7.10 DRAFT STOPS 7.10.01 A draft stop shall be located atop the 24' classroom divider wall. Construction shall be 518" gypsum board on one side of the wail 7.11 GENERAL 7.11.01 The ridge girders shall be securely attached to the exterior and interior walls with heavy duty steel angles and minimum 3 '/2' long lag. DIVISION #8 -EXTERIOR 8.01 SIDING 8.01.01 The exterior of the building shall be f+nished with 29 gauge-high-rib commercial steel R-panel with baked enamel finish. The siding shall be installed in full-height sheets from the bottom of the floor to the top of the roof. (Color to be Light Stone) 8.02 TRIM 8.02.01 All trim parts used in conjunction with the steel .siding shall be fabricated from 26 gauge steel with baked enamel finish. 8.03 ROOFING 8.03.01 The finished roof shall be 29 gauge high-rib commercial steel with galvalume finish. The roofing shall be installed in full-length sheets from the ridge to the edge of the roof over one layer of 15# felt paper. 8.04 OVERHANG 8.04.01 The. roof will extend over the exterior doors forming a protective canopy over the entry way landing. The overhang will be approximately 12'-0"x3'-6". The overhang will be a structural extension of the 2"x8" roof rafters. The soffit of the overhang will be a 29 gauge ribbed steel perforated soffit material designed to allow for attic ventilation. 8.05 GUTTERS 8.05.01 A continuous gutter shall be provided the full length of the front side of the roof overhang. The gutter shall be fabricated from 26 gauge steel with baked enamel finish. 8.05.02 The gutter shall be provided with a 26 gauge steel return and down spout with baked enamel finish. (Color to be Burnished Slate.) 8.06 FASCIA 8.06.01 A 26 gauge commercial steel fascia trim with baked on enamel finish will be installed at the roof line around the entire perimeter of the building including the canopy. The fascia will be 10-3/4" tall and 5" deep. (Color to be Burnished Slate) 8.07 VENTS 8.07.01 Attic cavity venting will be provided at the gable on each end. 8A8 SKIRTING 8.08.01 The entire perimeter of the building will be skirted to grade with 29 gauge high-rib commercial steel R-panel with baked enamel finish. A full perforated sheet will be installed at 20' o.c. to vent the crawl space beneath the building. 8.09 GENERAL 8.09.01 All exterior siding, trim and roofing shall. be. provided with atwenty-year limited warranty against fading, cracking and peeling.. DIVISION #9 -EXTERIOR DOORS 9.01 DOORS 9.01.01 The exterior doors shall be 1-3/4"x36"x80" 20 gauge steel,.Classification Grade 1, with one piece honeycomb core, flush seamless faces and baked on prime paint finish. 9.02 FRAMES 9.02.01 All exterior door frames shall be 16 gauge steel with adjustable snap-on anchors and baked on prime paint finish. 9.03 HINGES 9.03.01 Each exterior door assembly shall be equipped with 1'/Z pr. of 4-'/z'x4 '/2' US26D finish, heavy duty ball bearing butt hinges with nonremovable pin. 9.04 CLOSER 9.04.01 A Series #60 hydraulic closer complying with ANSI A156.4 shall be installed on all exterior doors. -The closer shall comply with A.D.A. Standards for door closers. 9.05. LOCKSETIPANIC HARDWARE 9.05.01 Each exterior door shall be equipped with a Von Duprin 22E0 panic hardware device with a "Schlage" series 4000 cylinder lockset. Two keys per door will be provided. 9.06 EXTERIOR PULL 9.06.01 Each exterior door shall be equipped with a Von Duprin pull handle with an SP28 finish. 9.07 WEATHER SEAL 9.07.01 Each exterior door shall be equipped with a full weather strip and aluminum threshold. The threshold shall comply with A.D.A. Standards for thresholds. 9.08 GENERAL 9.08.01 The entire exterior door assembly, less hardware, shall be painted to match the exterior trim colors. DIVISION #10- INTERIOR DOORS 10.01 DOORS 10.01.01 All interior doors shad be 1-3/4"x36"x80", prehung, prefinished, hollow core wood with birch face veneers as manufactured by "Mohawk" or equal 10.02 FRAMES 10.02.01 The frames for all interior doors shall be prefinished bronze 18 ga. steel jambs as manufactured by "Redi-Frame". 10.03 HINGES 10.03.01 Each interior door assembly shall be equipped with 1 '/z pr. of 3 '/z'x3 '/i' full mortise butt hinges with a US26D finish. 10.04 LATCHSET 10.04.01 The latchset for restroom doors shall be a "Falcon" with U26D finish push button privacy set with lever handles designed and installed to meet or exceed A.D.A. Standards. 10.05 ,DOOR STORS 10.05.01 All interior doors shall be provided with wall mount stops. 10.06 GENERAL 10.06.01 All interior doors, frames and casing shall compliment the woodgrain paneling. DIVISION 11-WINDOWS 11.01 TYPE 11.01.01 All windows shall be 4/10x2/0 horizontal slider assemblies conforming to DH 61 HP (40) and shall be tested in accordance with ANSI/AAMA 302.9. 11.02 FRAME SASH 11.02.01 The window frame and sash shall be of commercial quality 6063-T5 extruded aluminum of .062 nominal wall thickness with mill finish. 11.03 GLAZING 11.03.01 All glazing shall be clear, single strength and shall be provided with pile weather strip on the operating sash and soft vinyl bulb weather strip on the bottom rail. 11.04 HARDWARE 11.04.01 All windows shall be. provided with a cam action lock at the meeting rails/stiles. 11.05 SCREENS 11.05.01 Screen frames shall be roll formed tubular aluminum and shall be finished to match windows. Screen cloth. shall be 18x16 mesh fiberglass with removable splines for rewiring. 11.06 GENERAL. 11.06.01 In addition to having a 26 gauge steel J-rail trim on all sides, each window shall be caulked with clear silicone sealer at the time of installation. The J-rail around the windows will be Light Stone. _ DIVISION #12 -ELECTRICAL . 12.01 SERVICE 12.01.01 The building shall be.wired to accommodate 120/240 volt, single phase, three wire, 60 hertz electrical service. 12.02 LOAD CENTER 12.02.01 The load center shall be minimum (16) space with 150 amp main breaker, with 10,000 AIC breakers. Junction boxes will be provided above the ceiling for on site electrical connection between the two sections. 12A3 .ENTRANCE 12.03.01 The service entrance to the load center shall be through 1%' conduit that extends from the load center through the exterior wall. 12.04 RACEWAY 12.04.01 All wiring. shall be minimum #12 THHN copper installed in EMT conduit with set screw fittings. All wiring shall be concea{ed in the wall and roof systems. 12.05 LlGHT1NG 12.05.01 Classroom areas shall be provided with 2'x4', four lamp, recessed fluorescent lights with virg'sn acrylic diffuser, 34 watt cool white lamps and Class P ballasts. 12.06 RECEPTACLES 12.06.01 All receptacles shall be 120v brown duplex grounding type. 12.07 SWITCHES 12.07.01 All switches shall be 120v brown toggle type. (All switches will be mounted at 48" AFF in accordance with ADA.) 12.08 EXIT LIGHT 12.08.01 A 120v lighted exit sign with battery backup shall. be provided above each exterior door. 12.09 GENERAL 12.09.01 An exterior mounted disconnect shall be provided immediately adjacent to each air conditioning system. 12.10 COMMUNICATION 12.10.01 Classrooms shall be provided with 8" ceiling speakers with 5 oz. magnet complete with line matching transformer and cabling for call in device. Program rating shall be 15 watts continuous. Speaker shall be a soundolier FD 72 W or approved equal with enclosure and supports as required for each. Provide wire and cabling from speaker and from a call in device location (device furnished and installed by owner) to a termination box located on building exterior. Seal all penetrations. 12.10.02 Telephone outlets to be RDl l phone outlets with telephone cable to push terminal located in exterior termination box. DIVISION #4' -FLOORS 4.01 JOISTS 4.01.01 The floors shall be framed with 2x8 #2 grade yellow pine installed at 16" alvanized 'oistJoists shall be nailed into the perimeter rails and be additionally supported by g J hangers on each end. . 4.01.02 A double joist shall be installed beneath the center dividing partition. 4.02 PERIMETER RAILS 4.02.01 The. floors shall be framed with double 2x8 #2 grade yellow pine on all four sides of the building. to accommodate the spans between the piers. 4.03 CENTER JUNCTION RAILS 4.03.01 The floors shall be framed with (4) 2x8 #2 grade yellow P~nthee ieesJunction rails down the center of the building. to accommodate the spans between p 4.04 BOTTOM BOARD 4.04.01 The underside of the floor systems shall be completely sealed with aone-piece rolled construction board. 4.05 INSULATION 4.05.01 All joist cavities will be insulated with R-11 (3-1/2") Kraft faced fiberglass Batts. 4.06 UNDERI.AYMENT 4.06.01 The underlayment shall be 3I4" tongue and groove oriented strand board, installed perpendicular to the framing members. 4.07 COVERING 4.07.01 .All classroom floors shall be cbe erovided with a tencyear wearcwarranty and be moldute back carpet. The carpet shall p mildew an insect resistant. The carpet shall be installed via the direct glue~jown method. The carpet shall be Philadelphia"Vocation" or equal. The carpet will be site installed after all other construction work is complete. DIVISION #5 -WALLS 5.01 STUDS 5.01.01 All interior and exterior walls, with the exception of the plumbing wall, shall be framed with 2x4 #2 S.Y.P. studs installed at 16" on center. 5.01.02 The plumbing wall will be framed with 2x8 #2 S.Y.P. studs installed at 16" on center. 5.02 BOTTOM PLATE 5.02.01 The bottom plate on all walls, with the exception of the plumbing wall, shall be a single 2x4 #3 grade S.Y.P. 5.02.02 The bottom plate on the plumbing wall shall be a single 2x8 #3 grade S.Y.P. 5.03 TOP PLATE 5.03.01 The top plate on all walls, with the exception of the plumbing wall, shall be a double #3 grade S.Y.P. 5.03.02 The top plate on the plumbing wall shall be a single 2x8 #3 grade S.Y.P. 5.04 HEIGHT 5.04.01 All side wails and interior walls shall be constructed 8'-1-1/2" high. 5.04.02 All end walls shall be constructed full height to the bottom of the rafters. 5.05 HEADERS 5.05.01 Header assemblies over all windowwood sandw shed betwelene a double 2x4 #2 grade SYP installed on edge with 1/2 CDX ply 5.06 SILLS 5.06.01 All window sills shall be a single 2x4 #2 grade S.Y.P. installed flat. 5.07 FINISH 5.07.01 All walls shall be finished with Cinnamon all bep stall d ove~5tl8'rtypeaXelfi a rat d gypsum formaldehyde emissions. The panel-ng sh board. The gypsum board on the end walls and center dividing wall shall be installed full height to the bottom of the rafters. 5.08 INSULATION. 5.08.01 The exterior walls shall be insulated with an R-11 (3-1/2") Kraft faced fiberglass batt insulation installed in all stud cavities. All interior walls shall be insulated with an R-11 {3- 1/2") unfaced fiberglass Batt insulation. - DIVISION #13 -NIA ~' DIVISION,#14 - H.V.A.C. /M '14.01 COOLING 14.01.01 Each classroom area shall. be equipped with a 36,000 B.T.U. Marvair #36VP10 packaged air conditioning system. 14.02 HEATING 14.02.01 Each H.V.A.C. system shall be provided with a 10.0 1C1IV electric resistant heat strip. 14.03 SUPPLY 14.03.01 The supply from each H.V.A.C. system shall be through a supply grill wall: mounted at the ceiling line. 14.04 RETURN 14.04.01 The air shall return to the H.V.A.C. units through a wall .mounted return air grill installed below the supply grill 14:05 THERMOSTAT 14.05.01 A wall mounted heat/cool thermostat shall be provided for each H.V.A.C. system. The thermostats shall be mounted at 48" A.F.F. in accordance with A:D.A. 14.06 FRESH AIR INTAKE 14.06.01 Each air conditioner system shall be provided with a 25% fresh air intake kit. 14.07 GENERAL. 14.07.01 The H.V.A.C. systems shall be provided with disposable filters that are serviceable from the exterior of the building. 14.07.02 The H.V.A.C. systems shall be designed so that the noise from the unit is not disrupting to a normal classroom environment. DIVISION #15 -FURNISHINGS 15.01 MARKERBOARDS 15.01.01 Each classroom shall be equipped with (2) 4'x8' Best-Rite, .white markerboards. The markerboards shall be complete with heavy duty, satin finished, anodized aluminum frames and chalktroughs. 15.02 TACKBOARDS 15.02.01 Each classroom shall be equipped with (1) 4'x4' Best-Rite, #611-25, Series 33, VIN TAK tackboard. The tackboards shall be complete with heavy duty, satin finished, anodized aluminum frames. 15.03 GENERAL 15.03.01 The writing surface of the markerboard shall be readily cleanable with soap, detergents or household cleaners without damaging the writing surface. ' DIVISION #16 -DESIGN CRITERIA ' 16.01 FLOORS 16.01.01 The floor system and supporting foundation system to be designed and constructed to accommodate a live load of 40 psf in addition to the applicable dead loads. The floor framing shall also be capable of supporting a 1000 pound concentrated load over a 2'-6" square area. 16.02 WALLS 16.02.01. The building construction and tie-down system to be designed to resist the force created by an 80 mph wind, based on the provisions of the applicable codes for lateral pressures, uplift, and overturning. 16.03 ROOFS 16.03.01 The roof system shall be designated and constructed to support a live Toad of 20 psf and a min. dead load of 10 psf.. 16.04 SEISMIC 16.04.01 The building lateral resisting and foundation tie down system to be designed to the provisions of the referenced codes for seismic forces as specified for seismic Zone 0 for UBC and Zone 1 for SBCC. 16.05 HEATtNGICOOLING 16.05.01 The heating system shall be designed to maintain an interior temperature of 78 degrees for an outside design condition of 102 degrees summer and 26 degrees winter. 16.06 CODES 16.06.01 The building shall be built in compliance with the latest edition of both of the following codes: 1. State of Texas Department of Licensing & Regulation Rules 2. Uniform Building Code 1991, Standard .Building Code 1991 3. Uniform Mechanical Code 1991, Standard Mechanical Code 1991 4. National Electric Code 1990 5. In addition to the above listed code compliance criteria, all plans will be approved and sealed by a Registered Professional Engineer. 16.07 GENERAL 16.07.01. In addition to the above referenced design criteria and building codes, all Bidders must be in compliance with the following criteria: • Licensed and approved by the State of Texas as a Modular building installer. • The manufacturer must be a Licensed and approved Texas manufacturer of Modular product. • To assure that all Bidders are regularly engaged in the business as a Modular building supplier and/or manufacturer and a company of good character, all bidders must be a member in good standing of the Modular Building Institute, "M.B.L" ~ ~- ~- t . w o I -__ - ~ "t1}~~ ~ Gt- N -_- pow ~ _eN-r ~t~u ~ ~ ~ W~vl.Cv !Z - OIL GVGt' ~~ ~ I - ~-~r~~ ~~ ff Q1 O i \r ~ I h Q~ ~ o N m ~ ~~ <~ I rV v XQ 'v w 1 .~,n -_ ~~ W ,,~ ~ 1 ti ~ q , \' ~1 Q L ~1 1 ~~ ~ ~ ~y ~ a ~ U ° ~, ,~ ~~ ` y ~ `y} T J ~ ~ ~ ~ '~ ~~ ~ ',V 4 ~ 1 ^ ~ ~ i "~ '`~ A. Y '}~ S/ d Q ~~ I t`~ i; I ~. a ;.'- i ~ ~ ,, R V w w z- O v z ~ ° i „OI-.L ~~ ~ o~ ~, ~. o ~ m ~~ ~ ~ ~ ~ ~ ~` ~` ~~ ~. , ~ ~~ ~ ;~ x x x x ,~ ~- ~ v. X °o ~ ° -° x In (`~ ~ Q ~ '~'- 1~- ~ ~ Q > OO ' _1 v ~ ? ~ ~ w O O `n O v ~ Z ~ ~' ~ ' ~ X O ~ ~' ~ o N w O , J ~ . d ~~ ~ v ~ ~ u ~ ~Z Z~ ~ O wZ m ~ z ~~ ~ ~- ~~ ~ ~ ~ i ~ x~ X x~ z~ ~ x~ O X v~ ~~ NL cv cv~ min m ~~ X m ~ O w cv - - ~ i X X I D v- I _ cv - D n X ' I ~ _ I X 'X ~ c ~ ~ X ~~ X ~ o ~' X ~~ ~` o u ~~ ~ - o- ~~ . o ~; x I N _ ~I I ~ ~ - ~ ~ i~ Z ~S1 L~ ^ ' ~ ~ ? °~ ~~, Q ~° ~~. o~ ~ x+- ~Q wQ ~[~ u 0 a" 0 ~. v \~ v ~ ~ ~. 0 i i i t ~,~ V ~ ~ ,~ ~\ `4 V V \ I /!.O 4 _ " ti v y. ~~ m~ .v 1~2c~Q~ ~r./€i~ /~~.o~ C it/t=,~/ ~c~0~ I~ m~ - c/ICi~ E J~E.~ ./~t.~7~ ~ /ET .C~ule.ofvy~ . 'P.~vft~'. J ~-~o a' .~«~', /;•_ . a~=~~;°s^°.,~ - ~ .~> ~~' \ ~.F/.sT,2ef.C: /~drtC,vgs - ~l' ..rJr - -+ .. cam' ~. ~ , r_~! ~ ,. k s 1 ~tz J<_ttx~/~ ~ .s'~' a'~ /c~ae.r~r.,~~.r, zF~ drz ~'~~'~.c. Z ~tclG f <v+~ e~~~ra ~a : T5 ,.xi'!e~c~vie'-~ I'r r~7 ov~rr.~~> 3, .~.ctLC3`.%r~izx-u~.J~~o~~ %~ ~~~ ~$,c/~,c.ri~ri'.? ~~~ M S {~ !R~ ', , `+ 2 '~ ~' U' ~ ~ i~ ~ 1 ~ ~' ~° ~ ~, o '~ r ~, ~~ ~ ~ v 0 ~, ~~Q ~ ~~~. L phi ~\ 4 ~- N 9~~ v a ~~ _~ ~o N `. _ . ;~ ., s ..MEMORANDUM: TO: Jim Callaway, Planning Director FROM: Sabine Kuenzel, Staff Planner DATE: August 4, 1992 RE: Signs for A&M Consolidated I have reviewed the request for signage that. announces the High School's Championship. There are seven signs proposed, each with an approximate location on a map.. As near as L can tell, we need only to review sign number 3, because the rest are either outside the City limits or on University property. It appears as though the Tiger Club would like to erect sign 3 in Central Park. This location can be approved by Council if the following criteria are met: 1. The sign will be visible to Highway 6 2. It promotes. a positive image 3. It depicts an accomplishment 4. It fosters community spirit I don't think the Club should have a problem getting Council to approve this sign. ~~ ~~/ ~~ CITY ~' ~IG~ ST~1TI1~ i ~F•'. z,c~s[ <'x~ ~ € t~~~3.~ k '~_ ~{~ati~,~a~enple ~' ~~'ei~f.`.r€s ~i~ .~vdi ~"3. 'a t~> y :"~; r ? _ar;,~d~ October 11, 1996 College Station LS.D. Attn: Mr. David Neal 1812 Welsh College Station, Texas 77840 RE: Damages to Public Properly in City Right-of--Way on Welsh and Nueces Dear Mr. Neal: I drove past the construction at the high school this morning and observed construction vehicles driving over the curb and .sidewalk. The approved construction drawings indicated two locations for construction entrances. Please advise your contractor that he needs to use those areas and to not jump the curb as he is currently doing. I noticed that in the area he was using on Nueces, the sidewalk has been broken as a result of this activity. When this construction is complete, it will be the responsibility of the property. owner to make the .necessary repairs. In this case, the responsibility will rest upon the shoulders of the School District. Your attention to this matter is appreciated. If you have any questions or comments, feel free to contact me at 764-3570. Sincerely, Steve Homeyer Graduate Engineer cc; Shirley Volk, Development Coordinator Vernon Wright, Inspector Development Permit File '~ _ 9~ ~~/ CITY OF COLLEGE STATIC~I`I Post Cfflce Box 9960 1101 Texas Avenue { College Station, Texas 77842-9960 (409) 764-3500 June 5, 1996 Texas Department of Transportation ATTN: Mr. Patrick Williams, P:E. 1300 N: Texas Avenue Bryan, Texas 77803 VIA:. Hand Delivered by Total Program Management RE: Proposed Construction of Tennis Courts within a TxDOT Drainage Easement near .the Intersection of FM 2818 and Welsh Avenue at the CSISD High School Dear Mr. Williams: As requested. by Jay Page during our .conversation on May 9, 1996, I have enclosed a letter. from Total Program Management, 'the School District's- representative, requesting permission. to construct the proposed tennis courts within the above mentioned easement. In addition to 'their letter of request, I have also enclosed plan sheets that indicate the location of the proposed courts and a copy of the drainage report for the high. school.. The City has reviewed their construction documents and have. approved them for construction. However, the School District has also requested a variance to performconstruction activities within the floodway without a Conditional Letter of Map Amenchnent being oa file with the Floodplain Administrator. This variance is subject to approval by the Zoning Board of Adjustments during a meeting tentatively scheduled for Tuesday, June 18, 1996. Please review this information at your earliest convenience. If you have any questidns or continents, feel free to contact me at 764-3570. Sincerely, Steve.. Homeyer Graduate Engineer cc: Ke Laza, City Engineer; irley Volk, Development Coordinator 'Tom Eyeington, Total Program Management, Inc. DDP File No. 353-R . E€ome eat Texas A&Nf (lnlvecslty 15 May 1996 Mr. Pat Williams, P.E. Bryan Area Engineer Texas Department of Transportation 1300 North Texas Ave. Bryan, TX 778:03 Re: 1019-201, .College Station Independent School District A&M Consolidated High School Dear Mr. Williams: We respectfully request permission to construct "Tennis Court Improvements'° within the existing Tex DOT drainage easement at Bee Creek, Tributary B, at FM 2818. , We enclose a drainage report and application. to FEMA reflecting a modification to the existing. waterway and construction plans for the. improvements to be constructed. The: report reflects "no impact" on the existing box culvert at FM 28.18 as the box currently functions as adischarge structure forthe existing tributary B which is in fact a detention pond. We are making minor grading alterations to ributary B to keep the water surface elevation at approximately 280.00 at the box culvert reference. The improvements will not obstruct flow to the existing box and will in fact enhance the hydraulics. The improvements will in no way impact the maintenance: of the box culvert. by Tex DOT. Your assistance in this matter is greatly, appreciated and your response.to our request will help us proceed with construction.in atimely manner. If we may be of further service please fell free to contact us. Sincerely, Thomas A. Ey ' gton Associate Attachment (1) Drainage report. cc: David Neal, CSISD , David Mayes, Cheatham & Associates Kent Laza, City of College Station 128 E. Texas St. 1812 Welsh, ste. 130C 163 S. Main, ste. A 551 I Parkcrest Dr. #207 Grapevine, Texas 7605! College Station, Texas 77840 Keller, Texas 76248 Austin, Texas 78731 (817) 488-7732 (409) 693-5650 (8 U) 43 L-I 129 (512) 4542580 fax(817)488-9708 fax(4091693-6996 fax(817)431-1583 ~ fax(SIZ)454-2630 15 May 1996 Mr. Kent Laza, City. of College Station .Engineer 1100 Texas Ave. College Station; TX 77840 Re: Tennis Court Additions ` A&M Consolidated High School College Station Independent School District Dear Mr. Lazar. We respectfully request a variance to he ordinance Chapter 13, Page 12 Section 5, Paragraph C. "If modification of any watercourse is involved, au effective Conditional Letter of Map Amendment shall be on file with the Administrator prior to any development." t We enclose a drainage report and application to FEMA reflecting a modification to the existing waterway and construction plans for the improvements to be constructed. , We would like permission to begin construction as soon as possible.. We understand that any revisions requested by FEMA or Tex DOT shall be incorporated into the construction as needed. Your assistance in this :matter is greatly appreciated and your response to'our request will help us proceed with construction in a timely manner. If we may be of further service please fell free to contact us. Sincerely, Thomas y n Associate Attachment (1) Drainage report ' cc: David Neal, CSISD , David Mayes, Cheatham & Associates Pat Williams, Tex DOT Bryan: Area Engineer 128 E. Texas St. 1812 Welsh, ste. t30C 163 S. Main,tste. A Grapevine, Texas 76051 College Station, Texas 77840 Keller, Texas 76248 (817)488-7732 (409)693-5650 (817)431-1129 ax(817)488-9708 ax(409)693-6996 5511 Parkcrest Dr. #207 . Austin, Texas 78T 1. (512)'454-2580 faxt817)-F31-1583 fax('~12)45-i-2630 ,.. _ _~ ~ ~ _ - 16 February 1996 ' ~ ~~° CSIS~D- A~&M Corisplidate~d High School Addtions~and Renovations ~. TPM;:Inc. understands that the P&Z members may be~hesitant in granting our request to delay"the Landscape submittal because of phasing requirements. CSISD is: commented ,to completing he projects approved by the public in May of 1995. A certificate of occupancy will be needed at the completion>of each building phase in order for the next phase to begin. With the .magnitude of this project and its phasing,_with construction ; being continuous.around the site over the next two years, it would be in the best interest of'the community" -to complete: "all planting at .fhe completion of the construction. Publie'dollars would best be used. installing the `planting once, minimizing any damage o "new" pranls and t=rees. In delaying. the submittal,.. CSISD would be willing to agree to incorporate any future additions to the plan-that .may be approved: to the Ordinance regarding' any planting. .CSISL? and TPM will be requesting an approval df ;the Parking`-Lots and Sidewalk'Layout that will be presented on the Site Plan. Since the majority"of the ' parkinglots and sidewalks will be built over, he.next two years, additional or changes,to these landscape ordinance items would be disruptive to the budget and integrity of the overall plan. ., Please note that .sleeves will be noted on the current`plan for future installation of a sprinkler system. TPM~;_Inawould like to have a response on this issue as soon as possible: To meet some of the construction. , start dates; the conditional use permit and, site plan review, needs to' be submitted, and TPM would like to ; meet the next deadline date of February "2~, 1g96: Thank•you for your consideration'in this matter. If you. E. have any questions or need additional .information, please do not hesitate to call: Sincerely ~ , Lisa P. Cantrell Associate ' '` cc: , David Neal, ~CSISD Business Office Jeff'Kalista; VLK Architects Jim Lancaster, TPM, Inc:, Grapevine File. -. ~ .. I~_ i FILE NOTE Date: May 9, 1996 To: DDP File - A&M Consolidated High School From: Steve Homeyer Graduate Engineer spoke with Jay Page, with TxDOT, this morning .about the construction of the tennis courts within TxDOT's drainage easement at .the .high school. He said that the- following information would need t® be submitted prior to TxDOT approval: 1. The School District wilt need to submit a letter requesting permission to construct the tennis courts within the easement. This letter should include a statement that the prop®sed construction will not interfere with TxDOT's box culvert or the maintenance thereof. 2. The School will need to submit a set of plans that would indicate what is existing .and what is proposed. 3. The School will. need to submit a drainage report and FEMA's map amendment. 4. The City will need to submit a letter .stating that we have reviewed the plans and have approved their proposals. cc: Jim Callaway Kent Laza Veronica Morgan ,S'hirley Volk .. April 24, 1996 Iane Kee City Planner City of College Station -1101 Texas Avenue South College Stgtioq Texas ~784Q Re: CSISD DevelopmeIIt Project- A&M Consolidated F3igh School Ms. Kee: As you and I recently. discussed., I ~ an record as being against the issuance of the conditional use permit for this site, based on my personal opinions retative to several design elements of the site plan_ My originat objectors to the design were based priman~y on the e~remely close proximity ofthe studentparking lot and the single family residences immediately across the street, as well as the intrusive effects of 24 hour floodlight security illummatioa Since our discussion, the plan has been revised to reflect many of the concerns ofthe neighborhood. I have had an .opportunity to' examine the revised site plan and have noted that the parking lot in question has been moved. to a distance of approximately 90 feet from. the back of carb lime of Nueces. In addition to this new distance buffering, the new plan depicts physical buffeting in the forte of a 4, 5 foot tall berm along the street to help block the parking Iot from the view of the residences: I understand that the berm will also .be extensively landscaped I am also informed that the lighting wfll not be 24 hour, but will be timed, sad it w~ be oriented tv shine away from the residences! Rle are both aware that no site design is perfect, but this revision appears to be well thought out and gentunely seeks to address the concerns Qf the other stakeholders_ I believe the sohrtions proposed in this iteration are tectmicaIly appropriate and wiIl work greatly to ~ diminish the possible adverse impacts on the residences. Based on the above i>zformatioq I hereby withdraw m3' stated objections. Sincerely, Care K~ a$~ 1008 Madera Circle College Station ~~Isf ZOO~j '3A3Q S~O~ FFF o Q I4 C6Z6 X69 606 X~d 5S=Z0 96/6l/60 w. April 15, 1996 College Station School Board College Station City Council College Station .Planning and Zoning Commission SUBJECT: Traffic/Pazking Plans at CS High School The purpose of this letter is to request that contracts not be let and construction not be initiated on the pazking lots at CS HS until. an assessment is made of the impact of the proposed pazking lot. configuration on traffic .patterns in the neighborhoods surrounding the school. It is my opinion (and I am certainly biased since I live at 1002 Madera within 70 yards of the school property) that the proposed pazking lot configuration will produce. a lot of traffic on residential streets and that. better alternatives .exist. On Tuesday, March 26 I attended the meeting conducted by CSISD officials at CSHS. At this meeting plans for the renovations and additions to the high school were presented and comments were' solicited from residents. The two.. main concerns expressed by neighbors of the school were..... flooding in homes along the. drainage easements east of the school and traffic patterns which will result from the proposed pazking lot configuration.. The flooding/drainage problems aze a joint city/school issue and must be addressed by both. I will not address them here other than to say that the drainage plan presented. by the azchtect/engineering firm .indicated that considerable effort had been directed at this problem, they ;had a good understanding of the objectives and facts, and the drainage design seemed to be based on sound engineering principles and analysis. In contrast, the representatives of the azchitect/engineering firm explicitly stated that they had not done a study of the traffic patterns which will result from the proposed pazking lot configuration. Pazking Accessed From Nueces Nueces is a minor arterial which ends at FM 2818 at its south end and at Welch at its northwest end; it is only a few blocks long and: is entirely adjacent to the school property. Including the Church of Christ parking lot, the current plan calls ,for 545. pazking spaces with primary access from Nueces Street. This includes 365 pazking spaces on school property (a 271 space lot north of the school and a 94 space lot south of the school). In addition, there aze 180 spaces at the church'pazking lot with primary access from Nueces. Although current plans are not to use the church' lot, history indicates that it will be used in the future as enrollment increases. Parking Accessed From Welch Welch is a major north/south arterial with controlled intersections. Current plans call for pazkng spaces for 426 cars with primary access from Welch. Street (lots with 123, 114, and 57 F h spaces on the east side of Welch and lots with.78 and 54 spaces on the west side of Welch). The current plan calls for fewer parking spaces .accessed from Welch (426) than from Nueces (545). Traffic Flow On Nueces This discussion which follows considers traffic flow in the afternon when school is over. Cars exiting the proposed school parking lots onto Nueces .and .desiring to go north will back up at the stop sign where Nueces dead ends into Welch since many students will also be heading north on Welch at the same time. The .only unimpeded north bound routes will then be the residential streets Leona, Medina, and Hondo and that is where most of the north bound traffic .will go. Most traffic on Nueces desiring to go east will use the residential streets Hondo or Guadalupe, since' it is very difficult to make a left urn onto FM 2818 from Nueces. Cars leaving the high school via Guadalupe must enter Southwest Parkway at the school crossing at South Knoll Elementary. These residential streets were not designed tohandle this kind of traffic, it is not appropriate to route this traffic through residential neighborhoods, and a design which will result in this traffic should not be approved. Issues The present plan provides primary access to 56 % of the parking spaces from Nueces (46 % with no use of the church lot) and only 44 % from Welch. The school .parking .lots should be designed so that most of the cars are encouraged to use Welch (a major ..arterial) rather than Nueces and the adjoining neighborhood streets. This result. could be accomplished by reducing the size of the planned 271 space lot on Nueces and adding an additional lot with access from Welch north of the existing lots on Welch.. Bus loading and unloading could be done on the east side of the high school and buses routed along Nueces, since bus routes can be easily controlled while student routes cannot. I am sure that there are other ways to accomplish the same result, and I only ask that all alternatives and .consequences be considered before proceeding. I respectfully request that these issues be addressed now, in the planning stage, when changes can be made on paper rather than later after the' residential. neighborhoods around the school have. been disrupted and changes must be made in concrete and asphalt and will be very expensive. Thank you for your consideration. Sincerely, Make McDermott 1002 Madera Circle College Station, TX 77840 homer 693-3766 work: 845-4337 ..i!~ r c~ ~ ~~ STAFF NOTES A&M Consolidated High School Expansion Case. #96-701 Discretionary Items: None. Ordinance Requirements: ~,~r /~~ ~ -~J Site Plan Related.• Correct the scale to reflect 1 inch = 100 feet. ~- ~ r ~/ ~/ The proposed detention facility located at the corner of Nueces Drive and F.M. 2818 must be contained on site. / Show how the will be extended through to the headwall in the proposed detention facility near the tennis courts along Welsh Avenue. 1/ Show where the .proposed "5' x 3' Precast Box Downstream Section" detail on sheet 1 of 4 is located on site. , The guard rail around the detention alo F.M. 2818 must meet Streetscape criteria. (~ Show the "typical" dimensions. ~{,~ . ~~~ ~ ~- ' Calculate the interior island requirement and show what is proposed. Remove the topography information and floor plan from the site plan so that it is more legible. Clarify what is existing that will be removed and remain. ~`~~-,~ ~~~~~' ' ~"~"~ ~/ Show the proposed phasing of the project. " U G~` / (~' i/ .Show the dumpster locations. Note the number of handicap parking spaces. Show the proposed sidewalks along both sides of Welsh and one side of Nueces as per the Sidewalk Master Plan. Show the proposed parking layout and numbers near the tennis courts along Welsh Avenue. (_~ The width of sidewalks must be 6' if directly behind the curb~4' if offset by 6' behind the curb. ~_ '~ ABcM Corrsolidcrted Staff PRC Notes Page 2 of 2 Case #96-701 Ordinance Requirements cont.l: Site Plan Related.• Show radii for all curves within the site or emergency re onse. Show. where the sprinkler .connections will be located Will the.. driv .ear th~ent Drive" remain pen? This will make a difference in the fi quirement. ~~ (~ ~/ Note where "Lay Down" curbs will be used along the "Bus Drop Off' for emergency hicle access. °~-- ,~ ~ ~C~~..G~-+-•~~'~°~~' .Tie alignlnen~~ t o~~ th~ e along Nueces Dnve must be aligned it the existing street' o,"r~" a variance.. must be requested. '~' ~~ (~~ U'~~J ~~ (~~~ Show the required fire lanes throughout the site. (Shown on site plan by Veronica.) ~,;,,.~., /~ Show the easements r all water mes to 'nclude the fire hydrants. ~~ ~,~ Distinguish the sanitary sewer lines as public or private. r+inP aril} ha nriVatp l .Non-Site Plan Related.• Provide pavement details that include curb, sidewalks and any other pertinent items. Make sure that all ramps meet the minimum ADA requirements. The future drainage report will determine the need for flood proofing the building. Comments/Concerns: ~~. Coordinate electrical service details with Electrical Operations Coordinator Tony Michalsky at (409) 764-3660. ~~~jc~ CQc~®Q.c.c,~-; ~'~"'" ~~- (/ Coordinate any changes to the existing telephone entrance with G.T.E. Representative e Laverne Akin at (409) 821-4723. ~a /~~ -~~~> CITY OF .COLLEGE STATIOI`I Post Office Box 9960 1101 Texas Avenue College Station, Texas 77842-9960 (409). 764-.3500 TPM 1812 Welsh, Ste. 130C College Station, Texas 77840 Attn.:. Tom Eyeington, Assoc. Der Tom:. As per our discussion during our field investigation of the College Station High School expansion, the City of College Station would look for the following improvements, given the scope of work that you explained: 1. In the. area where you will be relocating the creek due to the expansion of the tennis courts and softball complex, we will look for the "new relocated creek" to meet the City of College Station Drainage Ordinance requirements, which may include such items as a concrete liner. in the bottom and side slopes at a maximum of 4:1. Please refer to-the section in ourbrainage Ordinance on open channels for a complete set of regulations that will apply. 2. In the area where the original channel is currently existing, the City. will look for improvements to bring it up to our current standards, as in item #1, this may include some renovations to the bottom and side slopes. All of these standards will make the area much easier for the school to maintain. 3. The City does agree that the concept of "equalizing storage capacity" will meet our current ordinance. For each acre-foot of storage capacity of the channel and overbank storage that you remove you can add an equal number of acre-feet of storage within the: immediate area to .replace the loss of storage/capacity. 4. .Although it may not affect you, please refer to the City of College Station Drainage Ordinance page 10-1'1, where we refer to the lowest habitable floor elevation. of a structure adjacent to a primary watercourse. For the basin in which this expansion will occur, the minimum finished floor elevation is Base flood +2'. 5. The city is in agreement with your putting the existing open channel under the tennis courts in a closed conduit. We will look for the sizing of that pipe in accordance with our Drainage Ordinance section on closed conduit.. 6. During this process we would like to work: with you to maintain as many trees as possible during the constructionprocess. The only trees that will be mandatory to retain. and protect during construction will. be those within the first 24' of your property along FM2818 as well as along Welsh. (This will apply toward the high school building expansion as well alongNueces but our onsite meeting was limited to discussions about. the expansion on the west side of Welsh) Home of Texas A&M Qniversity ~` r" I hope this information will help in your planning stages of this. project. If we can be of any further assistance please do not hesitate to ask. You can reach either Steve Homeyer or me at (409) 764-3570 between 8 a.m. and 5 p.m. S' cerely, i Ve~'onica J B ~. rg P. Asst. City Engineer cc: Steve Homeyer, Graduate Engineer Kent Laza, P.E., City Engineer Jim' Callaway, Asst. Director of Economic & Development Services Shirley Volk, Development Coordinator. ~~ I march ~ 7, 1996 'io: pity of college Station Planning and honing commission From: Richard &Fhyllis Frederiksen, residents of college Station since 1963 Subj: Flooding of our. property, 1201 Guadalupe, due to A&lvl consolidate High School Additions and renovations In regard to the Ac4iIVI consolidated high School`s plans for putting down more asphalt for added parking (5$$ spaces) and for any other purpose, please be advised that you 1VIITST first consider those residents living downstream from the high school and the added flooding potential to their homes. A creek runs through our back yard,. carrying current water runoff from the high school. Each time we have a hard rain, the creek goes over its banks. ~n several occasions, our entire backyard has been flooded. With any more asphalting upstream from us, this flooding will,. of course,. be magnified,. which means that our house will be flooded. You lYIUST have a plan for this water before you lay the asphalt. A reservoir or holding tank is a terribly bad idea,. in that it would be dangerous for. small children, it would breed mosquitoes,. and it couldn`t possibly catch enough water to prevent the flooding downstream. We acknowledge that the high school must .expand and expansion usually means the laying. of asphalt and/or concrete for building and parking. f3ut in this case,. it is clear that the city must address the flooding. problem before the building is begun. if not, we can already imagine all the lawsuits residents will be filing against the city due to their negligence in addressing this serious prablemC ~~ -',~~~~ Richard &Fhyllis Frederiksen 1201 Guadalupe fir. 409-696-7914 oy~~~E srq S~r~g~T~,°\~ C.ollege..Station IndependentSchool District 1~1~ c-~F~~91C TF O ~ - A - F E.xce!lenee In ~rfucation....Aie Investment In 2T~e ~utur~e y ~y ... o A&M CONSOLIDATED HIGH SCHOOL 27 MARCH 1996 P~LIC .MEETING HIGH SCHOGL USER GROUP PROPOSED AGENDA 1. INTRODUCTIONS 2. SITE PLAN REVIEW 3. FLOOR PLAN REVIEW 4. EXTERIOR ELEVATION {REiVUERING) 5. PROJECT PHASII~TG s=- _ ~, ~ s ~~ . ,, / a* q ~- e ~ i d ~ /'' ~ ~ ~~. ~, { ~ , ~; ~ Q ~. _ ~ y~y ~- ,,~°^, Abet ~ / 9 SF ~ ~ f ry (~ ~„- t P ~! ~rl N 1$12 Welah Street S College Station, TX 77840 ~ ~ JIM SCALE, Ph.D. 409-764-0"455 FAX 409-7646492 Superintendent of Schools From: Jane Kee To: snoe Date: 3/27/96 2:14pm Subject: update on CSISD Cathy is researching question about 3-3 vote. Sabine will attend tonite's-mtg. CSISD did bring in a revised plan. today for 4-18 P&Z. Will also be submitting appeal This would put them on the 4-25 CC mtg. Shirley did advise them of their right to appeal after P&Z ;ast week, but tried to discourage an appeal since CC would most .likely ask them to try to work. with neighborhood or at least show that. that has been done. Sabine and I spoke to Lisa C. with the Arch. today. She did turn in a revised site plan today that. shows a large buffer area but still has 2 access points on Nueces. We've confirmed with Fire-that the second access point is not Fire's req. (David Neal made. it sound like it was during P&Z discussion.) Lisa indicated they could not do w/o this'2nd access point 'cause. it will back up too much traffic in the parking lot. Says this layout has been shown for a year at hearings. I told Lisa that if P&Z approves it on 4-18 the-really distraught neighbor can still appeal, even though he's only one. That appeal would not get to CC before 5-9. "FLASH" Lisa just called me to say she talked to D Neal and their tentative strategy is to forego P&Z altogether .and appeal to CC on-4-25. This will avoid a P&Z approval and neighborhood appeal that won't-get resolved until 5-9. She'll call us tomorrow with a final decision (after tonite's mtg). Will get you an update as soon as we know more manana. I think when. (I .say when, not if) this gets to CC it will become evident that CSISD has tried to work with input .from surrounding properties such that CC will feel comfortable making a decision and not remanding it back `to P&Z, which would then put. CSISD back BEFORE square 1. Ah - I love America - where one individual can make such a difference! If this is as confusing as mud someone holler. CCs jcallaway,svolk,skuenzel,jmies `°, CITY OF COLLEGE STATIOI`I Post Office Box 9960. 1101 Texas Avenue College Station, Texas 77842-9960 (409) 764-3500 December 27, 1995 Cheatham and Associates Attn: Mr. David Mays 1601 E. Lamar Blvd., Suite 200 Arlington, Texas 76011 ItE; Finished Floor Elevations for A&M Consolidated High School Additions Dear Mr. Mays: As per our conversation and your. fax on December 21, 1995, I reviewed the City's Drainage Policy and Design Standards and have made the following conclusions. The proposed finished floor elevation, for the additions, must meet the: base flood elevation plus two (2) feet. This elevation can be determined using the FEMA Flood Insurance Rate Maps. ~` As for the existing building, the proposed additions will determine what will be required in regard to flood proofing. If the estimated cost of the proposed additions exceed. fifty (SO) percent of the fair market value of the existing building, then flood. proofing. will be required for the existing ..structure. On the .other hand, if the. estimated cost is .less than ..fifty (50) percent, then flood proofing will not. be required. I have enclosed.- copies of the State of Texas Floodplain Administrators Manual that will explain this information in more .detail. If you have any questions or'comments, feel free to contact me at (409) 764-3570.. Sincerely, .Steve Homeyer Graduate Engineer ce: Veronica Morgan, Asst. City Engineer .,S'Iiirley Volk, Development Coordinator Home of Texas AEM Qniversity RECE(~E0 MAR 2 g 19 29 March 1996 Mr. George (Skip) Noe, ' City Manager City of College Station ' P.O. Box 9960. , College Station, TX 77812 RE: Conditional Use Permit. (96-701) A&M Consolidated High School Additions and Renovations -CUP application Dear Mr. Noe: On behalf of our client, CSISD; TPM, Inc.. is exercising our option to appeal the Planning and Zoning ° Commission's 3 to 3 vote on 21 March regarding our Conditional Use Permit and Site Plan approval. Specifically, the proposed use meets all the minimum standards established in this ordinance for thi$ type of use. , The proposed use meets the purpose and intent of this ordinance .and is in harmony with development policies and goals end objectives as embodied in the Comprehensive Plan for Development of the Ciry. The proposed use will not Ile .detrimental to the health, .welfare, and safety of the surrounding' neighborhood or its occupants, nor be substantially or permanently injurious to neighboring property. The plan submitted meets these requirements... CSISD has worked over this past year with the citizens of this community, first in the passage of the bond referendum and second in its .implementation. .With the growth experienced during these past few years and with the increased growth expected; A&M Consolidated High School needs expansion.. 'The site currently does not have adequate classroom space, gym space nor administrative offices. In .addition to the building needs., parking and P.E facilities need to be added- The Site Plan submitted utilizes the site, iri its ..highest and best use.. It gives the school district the necessary classroom, gym, and administrative offices it will-need to accommodate the users, i.e. the public and their children. Playfields will be added to accommodate rthe programs the .district currently offers to its students. And to accommodate the population,`addifional parking spaces, will be provided.. - Complaints,against approval were maintenance of the site, drainage from the site, trash blowing:from the site into the neighborhood,: traffic around :the neighborhood, and parking lot location.. TPM, Inc would like to address these comments by presenting the following MAINTENANCE OF THE SATE: The current north end of the site from the corner of Nueces and Welsh to the Tennis courts in $ont of Guadalupe Street is an undeveloped co~guration of practice fields. Maintenance of this vast acreage is minimal as an undeveloped site. The proposed design will develop these areas into manageable playfields. The existing detention along Nueces will be re-designed to allow gentle slopes .which will be easily maintained. 128 E: Texas St. 1812 Welsh, ste. 130C , 153 S. Main, ste. A 551 I Parkcres[ Dc #207 Grapc~~ine, Texas 76051 College Statign, "texas 778;10 Keller, Texas 76248 Austin, Texas 78731 (Sl7)488-7732 (409)693-5650 (Rl7)431-1129 (512).454-2580 fax(817)488-9708 fax(409)693-6996 fax(817)431-1583 I'ax(512)454-2630 Page 2 Mr. George (Skip) Noe 29 March 199b DRAINAGE FROM THE SITE City of College .Station has a drainage development ordinance which this design meets. With zero discharge policy, all calculations from the site. improvements of pervious and impervious areas mean that any increase in the run off from our site must be detained on site. CSISD has had a drainage. study done for the site. The design meets the ordinance criteria with. four separate areas to detain water up to 100 year flood water calculations and release at the 5 year flood water calculations. The subdivision including the CSISD site was developed prior to adoption of a drainage development ordinance. The current site ~~as developed without any .consideration for drainage and its impact on the surrounding neighbors. The improvements proposed should decrease the current run off status with the four detention areas constructed. TRASH - Some trash is a problem with the students allowed to park along Nueces due to lack of parking space on site. With the, proposed parking lot and the proposed landscape berm, the activity along Nueces should,. be minimal and contained on site. Also,. the current situation does not have screens around the dumpsters nor is there a screen around the service area to prevent trash from being blown in the neighborhood. The improvements in the proposed design are to provide a screen wall for the service area and to :provide gentle slopes on the detention areas. These improvements will aid in maintenance, improving the appearance of -the site and aid. in containment and collection, reducing the trash that could be blown from the site. TRAFFIC . The site has been used as a high school since the early seventies. With the .increase of population of students attending theschool, there wiIl be an increase of traffic around the'site, Nueces Street is a Residential Collector Street with the pavement width between curbs 38 .feet. This is built according to City of College Station Standards that allows two traffic lanes and two parking lanes. Although the sehool hours of 7:30 to 4:30 is similar of a business, the traffic around the site becomes minimal during the evening, weekends, holiday, and summer breaks. With the growth of the city being primarily to the south, fifty percent or more of the school traffic should be exiting the site and leaving towards FM 28 L8 to travel to their destinations. With the proposed parking lot, the street should not be used for parking by the students during school hours and will return the street for available parking for the residents of the surrounding neighborhood. PARKING LOT LOCATION The parking lot configuration was based- on the need to relieve the on~street parking occurring along Nueces. A&M Consolidated High. School administrators receive complaints on a weekly basis about the on-street parking along Nueces. In addition to providing relief to the neighborhood, the proposed design configuration was developed-to provide access to the new addirions, to .allow controlled, .secured and patrolled parking area, and to provide the marching band with a alternate surface,to practice. on when the practice, field is wet. In Addition to these design considerations, we meet with the city staff discussing detenrion, fire access and building codes related to the pazking lot placement, size, and overall design and design meets all city requirements. Page 3 Mr. George (Skip). Noe 29 March 1996 CSISD held a public meeting on 27 Mazch 1996 at the high school specifically invited the residents around the neighborhood who had expressed their concerns .regarding our design. We had in attendance Dr. Jim Scales, Superintendent of Schools, Mr. David Neal, Assistant Superintendent of Business, Mr. Jeff Kalista, Principal Architect of VLK Architects, Mr. David Mayes, Engineer of Cheatham & Associates, Mrs. Chrissy Hester, Principal A&M Consolidated .High School, TPM, Inc staff and approximately (60) sixty in the audience. We presented a.compromise in the design of thesite plan lot by providing approximately a 90 foot buffer between the back of curb at Nueces and the proposed de«~`parking lot. We provided detailed information regarding the detention areas, the re-configuration of the practice fields,. and the overall building design. We explained in detailed how the calculations regarding the run-off were obtained and the overall goal requirement regarding 'detention was incorporated in the final design presented. We discussed dispersement of the traffic around the. site to optimize the ingress and egress of the vehicles. As stated above this design will improve the existing conditions. We understand that we could. re-apply to Planning & Zoning for the re-design. We have a compact and complex timeline developed around the school operational hours and calendar. Any further delay-could result in missing the window of opportunity in start of he first critical construction phase of our plan. Because time is a factor and because of the statements from some of the attendees, we need final decision on our plan. Any additional action, favorable or unfavorable, by the Planning & Zoning board could result in an appeal to the City Council. Therefore we believe it is in the interest of all parties to present this plan for your review. If you have any questions or need additional information, please feel contact us. .Kindest Regards :Thomas A. e gton Associate Attachments: (9 Pages) Application for CUP & Site Plan review (7 Pages) Bluelines of Site Plan and details cc: Honorable Larry J. Ringer, City of College Station Dr. Jim Scales, Superintendent, CSISD Mr. David Neal, Assistant Superintendent for Business Boazd of Trustees Mr. Jeff Kalista, VLK Architects Mr. David Mayes; Cheatham & Associates ianni Division ~, ~. ,; MEMORANDUM DATE: April 18, 1.996 TO: Skip Noe, City Manager FROM:: Tom Brymer, Assistant City Manager SUBJECT:. Report On Neighborhood Meeting Regarding High School Expansion- Project A neighborhood meeting was held at the City's Conference Center on Tuesday, April 16th to discuss the high school expansion project. City staff initiated this meeting after receiving indication from CSISD that they wished to appeal the Planning & Zoning Commission's decision regarding CSISD's conditional use permit and site plan for expansion of A & M Consolidated High :School. After meeting with CSISD staff and agreeing on a meeting format,<we notified property-owners in the neighborhood adjacent to the High School We used the same mailing lisf as had been utilized .for notification of the P & Z's meeting. A copy of the letter we -sent is attached for your information which clarifies the: meeting's .purpose. The meeting agenda (copy attached) focused on the two areas of neighborhood concern; traffic and drainage. We had 12 neighborhood residents in attendance at this meeting as well as City staff, David Neal and Chrissy Hester of CSISD's staff as well as CSISD's traffic, engineering, architectural, and project management consultants. The meeting was quite constructive with a lot of dialogue and information` sharing taking place. Neighborhood residents in attendance had a lot of good questions, some. misunderstandings, as well as some concerns abou# he project. The meeting itself lasted' almost 3 hours. Regarding drainage, it was explained in detail. by both CSISD's consultants and City staff that the proposed project not only addresses the drainage detention needs of the high school expansion, but of the existing campus as well... In fact, we showed the residents that some of the water this project will detain does not come from the high school campus itself, but flows on to the ___ _.-- --- _ ._ campus from the area north. of it. As far as the drainage concerns: of those down stream from the high school, :City staff explained the City's proposed drainage projects and their..construction schedule.. We did this for our drainage projects now funded as well as the drainage projects that would be built if a drainage utility is created. It was emphasized to neighborhood residents that widening of the .culverts on Bee Creek at Texas_Avenue was needed in orderto have the type of impact that they wanted. Finally, we explained that one of the requirements staff would recommend to Council be placed on this conditional permit would be that all detention areas be builtfirst. Concerning traffic and parking CSISD's traffic consultant explained to the residents why he feels that the parking lot location and curb cuts on Nueces are necessary and would not increase traffic on Nuecesa significant amount (2Q%). When questioned about why he parking lot-was not placed solely on Welsh, it was explained that due to the existing traffic load on Welsh, it would be advisable to disperse some traffic on` to Neuces. All bus, parent drop off, as well as a significant amount of parking and pedestrian. traffic still remains on Welsh. CSISD's traffic consultant believes that raffic on to Nueces should not increase more than 20% because CSISD is removing'on- street parking along Nueces and would: convert. the FM2818 #rontage road traffic from one-way to two-way. Another reason the parking lot could not be placed closer to the intersection of Welsh and Nueces was because this was where the largest drainage detention area needs to be built. Residents were informed that other reasons CSISD preferred the proposed parking lot location was that it would. be near the main student entrance/exit poinfito the school: building and that this parking lot location made monitoring of student behavior easier. City staff told the residents they could support recommending a school speed zone installation on a portion of Nueces. 1Ne also told them fhat while it did not warrant it now, in the future the intersection of Nueces and FM2818 may meet minimum criteria for a traffic signal_ The residents were also told that if it became necessary, the,City would consider no parking zones along all or portions of Nueces.. Other neighborhood concerns that were addressed included use of directed lighting on the parking lot to reduce light shining on to the-residents along Nueces. Thee residents also seemed pleased That the site will be extensively landscaped.. They were shown that on the '.latest site plan the. Nueces Street side of the parking'.. lot is 70' away from Nueces. This buffer area will be bermed w and landscaped;. The detention areas are all bermed and will be landscaped. One resident expressed'the desire to have trees planted along the top of the detention area berms that border Nueces so as screen light, particularly from the stadium. While I do .not-think every one in :attendance left the meeting happy with every thing they were told, there seemed to be a bet#er understanding of the project.. There was also appreciation expressed by several of the_resdents for the opportunity this meeting. gave them to collaborate on the project, voice concerns, ask questions, and become better informed about it. All the City staff-members (listed below) did a good job of getting prepared for this meeting and answering residents' questions. They are all o be commended. Attachments cc: Jim Callaway Mark Smith Sabine'Kuenzef Kent Laza Ed '.Hard o:hsmtg.doc ,,:~ Re: A & M High School Expansion Project Neighborhood Meeting Dear , The City of College Station is holding a neighborhood meeting for interested citizens living in he area near he proposed A 8~ M Consolidated High .School expansion project... This meeting will be .held on Tuesday, April 96, 1:996 at 7:00 p. m. in -room 101 at the City's Conference located at 1300 George Bush-Drive.. This meeting wiJJ not be a formal pablichearing or be a setting where binding decisions will be made. Rather, the inten# and purpose of this meeting will be to, in an informal setting, engage you, City staff, as well as members of .CSISD staff and their consultants in meaningful dialogue concerning.this project. City staff is holding this neighborhood meeting in a coordinating role to communicate. with you about the high school expansion :project. We want to let you know the areas of this<project that City staff has been discussing with CSISD staff, get your input, as well as attempt to answer questions and concerns you might have about this project. City staff is well awarethat there have been recent meetings where concerns have been voiced about this project. For #hat reason, City,staff wants to .:facilitate this opportunity for all of us to work together. Let me again emphasize that the intended purpose of this meeting is to provide an informal setting where we can engage everyone involved in meaningful dialogue about the proposed high school expansion project. This meeting is not intended for any formal decision making purposes nor is it .intended to be adversarial We-look forward to seeing you at the Conference Center on April 16, 1996. at 7:00 p.m. If in the mean time if I or any City staff member can answer any questions you might have about-this project, please contact me at 764-3510. Sincerely yours, t ~ ~ 4 9b-701 96-701 Ketu-eth & Janet Matthews Walter & Mary Lou Wendler Jr. 1817 Hondo Dr. 1819 Hondo Dr. .College Station, Texas 77840 College Station, Texas 77845 1 9b-707 96-701. ~, Arthur Barry Martha Hunter & Mark Lochrin ', 3901 Hudee Drive 1821 Nueces 1. Mitchellville, MD 20721 College Station, Texas 77840 96-701 96-701 John H. Wormuth Pat L. Hubert 1003 Acboles Circle 1818 Hondo College Station, Texas .77840 College Station, Texas :77840 96-701 96-701 David & Dawna Carlton Mamerto & Suki Perez '' 1$17 Medina 18 i 9 Medina College Station, Texas 77840 College Station, Texas 77840 96-701 96-701 Julius & Kathleen Gribou Walter Winkiemann Jr. 1823 Nueces Dr. 1818 Medina Drive College Station, Texas 77840 College Station, Texas 77840 96-701 96-701 David Schink Sohn & Tomya Groth, Co-Trustrees 1002 Arboles Cir. JCTA Groth Family Trust College Station, Texas 77840 1820 Medina College Station, Texas 77840 96-701 96-701 College Station ISD Tan Tizard 1812 Welsh #120 1901Nueces Drive College Station, Texas 77840 College Station, Texas 77840 96-~01 96-701 Gladys McMullen William Thomas 1819 Leona 1003 Madera Cr. College Station, Texas 77840 College Station, Texas 77840 96-701. 96:.701 !, H.E. Dianne Patterson D.R. Baugh .1821 Leona 1903 Nueces Drive College Station,. Texas 77840 College Station, Texas 77840 96-701 96-701 Virgil & Glenda Davis B F Delamater 1905 Nueces - 1818 Leona Drive College Station, Texas 77845 College Station, Texas 77840 r -_ _ __ __. _ . _. 96:701. 96--701 Edward Fortis Make McDermott Jr. 1820 Leona Drive 1002 Madera Circle l i .College Station, Texas 77840-4839 College Station, Texas ?7840 {, 96-701 96--701 ~' D R Cain Margaret Witz '~ PA. $ox 9850 2001. Nueces College Station, Texas ..77842 College Station, Texas 77840 ~I 96-701 96-701.. James O. Norman O.D. Butler & Edsel Jones '. 2003 Nueces Drive 700 Thomas ''~, College Station, Texas 77840 College Station, Texas -77840 96-701 96-701 A&M Chuch of Christ Richard & Alicia Meza 1001 FM 2818 1005 Guadalupe College Station, Texas 77840 College Station, Texas 77840 96-701 96-701. Fred Smeins G. Dale Gutcher 2005 Nueces 1003 Guadalupe Drive. College Station, Texas 77840 College Station, Texas 77840 96-701 96-701 Marguerite Sharp Total Program Management 1001 Guadalupe , 1812 Welsh, Suite 130C ~~; College Station, Texas 77840 College Station, Texas 77840. ' Attn: Lisa Cantrell ~ ~~ '~ 96-701 96-701 I~,' VLI{/Architects Cheatham & Associates ~ I ATTN: Jeff Kalista ATTN: David Mayes ,, 1161 Corporate Dr. W., Suite 300 1601 East Lamar, Suite 200 , '~' Arlington, Texas 76006.. Arlington, Texas 76006 96-701 96-701 !~ I Greg Taggart Mary Oxley II 1008 Madera 1005 Arboles ,College Station, Texas 77840 College Station, Texas 77840 I' ~~i'~, 96-701 96-701 II Bill Schroeder Marge Winston ~' 2001 Langford Drive 2001 Nueces Drive College Station, Texas 77840 College Station, Texas .77840 '' AGENDA .Neighborhood Meeting High School Expansion. Project Tuesday, April 16, 1996 7:00 P.M. College Station Conference Center 1. Ca11 to Order Introductions -Meeting Purpose 2. .Drainaae a. Reporf from CSISD Civil Engineer on Site Drainage/Detention Location of on-site detention ~' -Detention requirements vs. actual detention capacity b. City tall report on drainage: -High school expansion. project phasing -Report on City drainage projects c. Neighborhood input and discussion 3. Traffic & Parkina a. Report from CSISD Traffic Consultant b. City staff report on traffic & parking -0n-street parking =Traffic si pals 9 -School zones c. Neighborhood input and discussion 4. Other Site Flan Items a. Parking. lot lighting c. Landscaping o n. b. Site elan conditions. d. Nei hborhood in ut and discussi p g p 5. Other Project Concerns 6. Adjourn hsagen.doc f NAME Gladys McMullen Jeff Kalista David Neal Chrissy Hester Tom Eyeington Maureen Davis Jud Davis Ray Baugh Deanna. Warmuth Ed Portis Chan Benedict Sylvia. Benedict Bill Schroeder Sabine' Kuenzel Joseph.: D. Blaschke Jim Callaway Ed Hard Kent Laza Brett Nare Lisa Cantrell. Tom Brymer' David E. Mayes Lee Shnk Nelda Norman Marge Witz o: admin/hsexpmtg.doc Neighborhood Meeting High School Expansion Project College Station Conference Center Tuesday, Apri116, 1996 7:00 p.m. ADDRESS 1819 Leona VLK Architects C.S.LS.D. High School TPM 1905 Nueces Drive 1905 Nueces Drive 1903 Nueces Drive 1003 Arboles Circle 1820 Leona 1012. Madera 1012 Madera 2001 Langford City of College Station Trans. Engineering Analysts (Consultant) City of College Station City of College Station City of College Station TPM TPM City of College Station Cheatham & Associates 1002 Arboles 2003 Nueces 2001 Nueces 03/22/96 15:52 ^C 409 764 3498 DEVELOPMENT SVCS ~Joo~ ~*x:xe%k:k*:k:k:x~~*~:k:k%k~*skx;:k~~~:X:~: ' ~::~~: ACTIVITY REPORT ~:~:~ x:xe:~:~s~~~x:~~:~x:~:~~::~:~:~~x:~~xc~*~x:~:~~; TRANSMISSION OK TX/RX N0. 5288 CONNECTION TEL 9p6936996 CONNECTION LD START TI14IE 03/22 15:48 USAGE TIME 03'27 PAGES 4 RESULT OK ___ _._...__ ~. j 9 r e - ~ ~r-.~~i~T !K Gov~~~E STgT~°~ College Station: Independent School District (~ ~n~ b F x v c m A F' lA~ qyW d~NT Sc B~~y ~ce!lence In ~'clucation....~n Investment In'Irie future August 11, 1999 Ms. Natalie Ruiz City of :College Station P.O. Box 9960 College Station, Texas 77842 Letter No.2185 Subject: A~~l Consoiidatecl ~iigh School Requirements. of Conditional Certificate of Occupancy .Dear Ms. Ruiz: In accordance with your request we ask for your acceptance of this letter as our guarantee that it is College Station ISD intent that the landscaping and site work improvements will be completed in accordance with the approved landscaping. plan for this school. As additional assurance of the completion of this work we promise to notrelease Bartlett Cocke's Performance and Payment Bonding on this project until we have - your acceptance of the landscaping. and site work performed by them under their contract with us. With the above. commitment. on the part of College Station ISD we understand that bonding to the City of College Station will be waived as a requirement for College Station ISD and Bartlett Cocke L.P. Please confirm that this. written commitment is acceptable and will be honored by the City of College Station. Yours truly, W.J Construction Manage WJS/ceb cc: Dr. Jim Scales David Neal Jerry Hoog/John Stockhorst -Bartlett Cocke LP Jeff Kalsta - VLK Steve Aloway - VLK Scott Dunning - VLK File L/P/C Construction Services 1812 Welsh Street College Station, TX 77840 409-694-5610 FAX 409-694-5612 JIM SCALES, Ph.D. Superintendent of Schools From: Jane Kee Ta: TBRYMER Date: 3/29/96 8:53am Subject:. CSISD update -Reply -Reply sounds good to me. in fact, Jim had mentioned yesterday that we need to do this. We do need to move quickly 'cause Monday Lisa turns in her appeal and on that day we also have to send an ad to the eagle for the 4-18 P&Z mtg. So there will be 2 ads - one for a P&Z and one for a CC. That may get confusing. As Jim mentioned to me CSISD"needs to understand that our CC is going to listen to the neighbors and not just approve the CUP like a rubber stamp. I'm not sure they understand this. »> Tom Brymer 03/28/96 0843pm »> Steve Hoymeyer, Mark Smith an options on drainage and traffi ca11'David Neal first thing in him, Lisa, and our staff ASAP generates a positive outcome, meeting with the: neighborhood, if' any of you have what you be »> Jane Kee 03/28/96 03:05pm »> Lisa 'C. (CSISD consultant). called S what their plan is - whether to go assessment of last nite's mtg. was drainage and floor plans.' Parking although the folks living on Nueces and the. neighbors are digging their d I met this c we want to the AM and s to discuss t we'll move to our staff an lieve to be a afternoon and developed some discuss with CSISD. I'm going to ee if I can set up a meeting with hese options. If .that meeting the next step, coordinating a d CSISD staff. Let'me know quickly better game. plan! abine this AM. School will decide Monday back to P&Z or on to CC. 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