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006-670-001
Imam Tzo N 0' C — CU d N 40, - cd L n' O C �\b\� 0 �. 06-670-001 99-2807 " c DUTRO CORPORATION (ED) CSTALL OVERLAND CONTRACTING INSTALL OVERLAND OPTIC REGENERATOR (� i�19TSOV3G h�'x 99-133f DU IZO FARMS, INC. SFE.- \0`oO R` COntr{ Ledcor Industries LTD an „P Regeneration Building A Iv(5, aj A��1 7D V -R---1 '�' eo A 1� BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # 99-1331 Expiration Date: 8-4-00 A.P. # 006-670-001 DUTRO FARMS4746.TOKAY RANCH &D, CHICQ With reference to the above subject, our records indicate that your u7bNC (ding permit expires on a above ate and your permit falls into one of the category marked below: Xk ] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued.. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If mescords are in error or should you have any questions concerning this matter, please contact the office. 5 a Thank you for.your prompt attention concerning this matter. G�I Y rs very truly, Y L��� �Y \ v, I - 6 � Mich el C. Vietra, C.B.O. Manger, Building Inspection MCV:lt Attachments Chico Office - 411 Main Street, Chico / 891-2751 COUNTY OF BUTTE ,u "x BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES >- 411 Main Street • Chico, CA • (530) 891-2751 t`= 7 County Center Drive • Oroville, CA • (530) 538=7541 Jr CORRECTION NOTICE OWNER PERMIT NO. c. `,. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is h, completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. C (/// C aA/12611-r / aUGy MASONRY WALLS N E S W Istlift 2nd Lift 3rd Lift 4th Lift 5th Lift 16th Lift COMMERCIAL 006-670-001 99-Y807 DUTRO CORPORATION (ED) NORD HWY & MERIDIAN ROAD CONTR: OVERLAND CONTRACTING INSTALL f - ALL F I fl3ER oP'j'Ic REGENERATOR FIRE WALLS(Occupancy, Area, Prop rty) Gypsum Board 1st Layer 2nd Layer Walls Ceilings V=OK O = Not OK - = Not Applicable COMME = Not Ready Date UNDE OOR(Plans) OK except #'s oning-Setbacks-Easements-Flood-Slope-Soil Report 2 tg Main; Soils-Ufer Ground.-Ftg. Depth 3.-Hekl4CtQ,�tns-Bolts-Straps-Embedment-Hair Pins 4. Conc -PSI-Cert-SP. insp.-Loc. emwails, Main; Steel -Bloc kouts-Wrapped q. nf. Steel-Grade-Placement 7($4; Steel-Wrapped-Wire Mesh 8. Piers-Steel 9. D.W.V.; Fall-fitting-Test-2 Way C/O-Sewer Test 10. Gas Pipe; Size-Anchors 11. Wat Pipe; Test-Anchor-Regulator-Service Test ectric; Underground, Underslab 13. Pienums & Ducts; Clearance-Material-Support-Ins. 14. Girders-Sills-Anchor Bolts-Joists-Vents-Cripples 15. Masonry-Rebar-Lifts Date (,�� Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent-Access-Combustion Air-Baffle 17. Water Pipe; Test & Anchor-Nail Protection 18. D.W.V.; Test -Fittings & Anchor-Nail Protection 19. Sinks-Floor-Grease Trap 20. Handicap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s ' 22. Fixture & Transformer Clearance-Ins. Protection 23. Single Phase-Three Phase-Equip. Bond 24. Size Boxes & No. of Conductors-Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring-90°-Protected-Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service-Riser Conductors & Ground-Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access-Comb. Air-Return Air Vent-115 outlet 37. Attic Access & Platform if Furnance in Attic 38. H.V.A.Ci.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card-B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors-Hold Downs 41. Walls Studs-Nailing, Spacing & Bracing-Plates-Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings-Stairs-Chases RCIAL � - _ Date; FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73. Pib., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic ❑ Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Pibg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to -HD Approval -Grade 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 45. Headers & Beam -Size & Bearing -Support Fix. I Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 067 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541HERMIT NO. (Rev. 12/96) ' ' APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER \ 0 - 00 k 00 - t01 ZONING I K BUILDING PERMIT OWNER C D �v leo C- o' LP. �S 30) TELEPHONESO. 8qS • OS"13 FT. OCC. BUILDING VALUATION 1 -c boo • Ori .OWNER'S MAILING ADDRESS k29 3 ME(L\NAN Qzat� Ul\cc) Cr\, C 5113 CONTRACTOR'S NAME ECLL1ANG QM1(LIALT%r\ Znc. \3 TELEPHONE k\SF3-°\fall CONTRACTORS MAIUNG ADDRESS O L.tAMOr AVE. Ni Lwe, PIAL Y -S. U\01\ \ CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS O S3'LS /C03C14'11 Valuation $ tp Qf3D 00 ARCHITECT OR ENGINE A•S�MoN • soc Znc.- n - p.rc%3 LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 0 ARCHITECT OR ENGINEERS MAILING ADDRESS S to lv•C AVE• vtAt1C17JVb� W�• bg Plan Checkin Fee $-111-30 BUILDINGADDRESS S.. C.orr� vL 7(LAL L L'C .r of t\itc>r �L-CLON Energy Plan Checking Fee $ $ oV- tZair ) aW Q1p lAt-.t.kn\am Rp b. PERMIT FEE $ 15••30 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other F .01. S. 2E(,EN S'11At♦ ON SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New* Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ZC\St�L.LVx(\OYJ O� P\�—CAST CO'�C-�LE.�E G \�M CPI\, (— RCC,ENE(LA'1\ 011-3 %Qk\, 1r% Oh C01nC(LZ'-CF_ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S G0Qyt0,IA1\ONC , 1l,)p St:!wk L 00- V,341t-Tt_ 0.EQJ \`(LCA ELECTRICAL PERMIT Filing Fee 20.00 a00V OR LESS Main Service zo.A OR LESS 23.00 Z3 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is infu I force and effect. License Class Lic. No. 1 3R � �o� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier L\REg"J-A Policy Number WIAZ — ObV k-13 — ZRn� , (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) [31 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. XQ2������ =c-�� Date \-1, Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories inheight. I Main Service 200A TO 1000A 46.00 NEW CONST. DW EWNG OCCUP. SO OR ADDNS. ( 8 ACC. S.3.50FT. FIO.R61U MULTI -OUTLET 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. 20 Ex. Occup. OUTLET OR FIXTURES SAL p': 0 Ex. Occup. OUr MEOs .a.1 Ep 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 Z3 .00 PERMIT FEE $ (o .. 00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee, $ occ CONST. TYPE TOTAL F E $ e V. 3A HA li. Es IMP FLO CO AR Po H ISS This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date 24� �a510 ` Date Receipt No. r WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r-wsnri��.�'�Yrti�'vff'�{�„W' �'�%.J'"�r'✓�,�-'�+�Y�"�� !r'Y �'�y'S�rt'+.i,�:t�5�'��'� t.4t,�,:.Qv�1��`�uh t_ksy�,� �+ea�v7,s:►,�, 'COUNTY UNTY OF BUTTE - DEPARTMENT OF'DEVELOPMENT SERVICES - BUILDING DIVISION ra 7 COUNTY CENTER DRIVE - OROVILLE},CALIFORNIA 95965 - TELEPHONE (530) 538-7541 q PERMIT APPLICATION DATA SHEET OWNER: 46-7D ASSESSOR PARCEL NUMBER: Proposed Building Use: q/Yl pe _ Building Inspector: 47Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 111. All iiems have been submitted --------------------------------------------------------------------------------------- Plot plans, 3/4 sets,. signed by the preparer of plans. ------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- V1'4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.--------- 1:15. -------- ❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑l . Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 'U8. Hazardous Material Form. ----------- IL- ---------------------------------------------------------------------------- ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $ ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule.------------------------------------------------=--------------- ❑ 12. California Department of Forestry plan approval/fees.--------------------------------------------------------- 1113. ------------------------------------------ ----- ----- ❑13. Flood elevation certificate. ----------------------- ----------------------------------- 0 14. Sanitation and plot plan approval Health Department. ------------- --------------------------- ❑ 15. City of Chico plumbing permit----------------------------------------------------------=---------- ----- ------ 6. Plot plan and business license approval/tom the City of Biggs. ------------------------------- ---------- --- .Planninina roval for A Use: i/ Par ' yZ17 8. Contact Land Development about i Improvements, Drainage, dLegal Parcel. ------- -------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------------- . ❑20. Pre -inspection for required. Request to Building Inss �ector on(Date) - 021. Contractor's license information. (Number, Name Style, Classification). ------------ - 022. Workers' Compensation carrier and policy number. ---------------------------------- -------- '023. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - --------------------------------------- 024. ------------------------------------❑24. Letter of signature authorization. --------------- I- --------------------------------------------------------------- 025. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. ------------------ ------------------------------------------------------------------ ❑27. Manufactured Home utility clearance. ------------------------------------------------------------------------ ❑28. Existing violations and/or expired permits. -------- ------------------------------------------------------------ 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other: ------- you issue the er�miit, rocess ams ff Ilows ❑ Mail to owner, ❑Mail to contractor. UTeI hon < � ✓ !V and hold for icku at ��� i ep p p o ce. ❑ Deliver with inspector. co py— c-e-¢� �F�c�2 (PtoJ- /SAN 6o Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Deparpnent, ❑ Other: Date: By: Index permit application for the 2. Additional items required ❑ Plan Check List Contractor, designer, owner, was advrsed ofd above required data by ❑ phone, o mail, ❑ Building Division counter, by Date: / // D0, Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the aboverequired to by ❑ phone, ❑ mail, ❑ Building Divisio counter, by Date.- Plans reviewed by: PAIlLv E, , 7- Date: O D Plans approved by: Lo /J7- Date: / b e Sets of plans on h� Plan Cabinet, ❑ A.P. f der. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER APN 00& _ L Z0 _t�Q I Firm Name C • Q • S I VAc>r.. QSSVC . '.n Address ktk\�_ N Z0. ` Pit \3PhCVJJ._-`. " gE�bgb Nature of Business G���-� �pzt� G�-`^��'A'-`lOA STVa-T\oCv Contact Person C-�R-�S'C��s' S�^'`o ^ Phone # Sq _ q 39 • y S00 1. Does your business or that of your tennants handle, store, or transport hazardous materials? ❑ NO YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. . 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? ❑ NO 4a� YES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-kWRRJ) for a review of the project. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? NO ❑ YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? NO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative 1Z •1S C\01 Signature) (Date) BCEHD BCAPCD El El The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. 0 The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. 02-02-0001:13 RCVD = � I 1t 22 Chico, California BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Environt-dental Health -JAN 1 2 2000 Ch1oo, California HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) —0007.9 //'ppb -6,70-00/ BUILDING PERMIT NUMBER 9 9 - Z 508 APN N O/Z — /gc) — 011 Firm Name C. N . S%M•aN A..+h psSo,. 3. (_ - Goy W ���\AN•s CpMM.an���t\on S Address I S1\b N.E. pvie , v phLo a,1 .o lA)P. ggtofllo Nature of Business F 1%L"`` b l" Ilr(.\.�`Y..STw-i` GN Contact Person CvaN\C,Ti4\A &• S`'�o� Phone# S�i•9�q yS00 1. Does your business or that of your tennants handle, store, or transport hazardous materials? O NO TES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? 11 NO YES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (9164MHS�) for a review of the project. 3. Is the business/facility/operation school site? P NO ❑ YES IF YES, name of school. to be located within 1000 feet or the outer boundry of a school or Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? NO O YES IF YES, contact the Butte County Air Pollujyd ontrol District (916-891-2882) for permit requirements. Owner or Authorized Company Representative Q\ kt•\�•g5 te) BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section 25505, U25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. The Above Regulation Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature f Dateo-.- - WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCO 0 GOLDENROD- Fire Dept. 00 BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTME AZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) 9q-7,9016 - 2 807 00(47 (a 70 - 9 DO / BUILDING PERMIT NUMBER / —2$08 I APN 140r 11 Firm Name C• . S,.��. Ani psSot. 1,•.0 — �� ����AN•i CpMMV��c�4t�pn s Address �S1\b N.f. Zcl�`` Py�y pnLoyJ..n- �P. Qg�fl�o Nature of Business Contact Person �a(L�S f ^'� �' S'� Phone # S03.9 �q • y S00 1. Does your business or that of your tennants handle, store, or transport hazardous materials? ❑ NO $D'ES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? ❑ NO 1poIrES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (9164MHH) for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? P NO ❑ YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? NO ❑ YES IF YES, contact the Butte County Air Pollu ontrol District (916-891-2882) for permit requirements.' Owner or Authorized Company Representative A k 1 • I �- • C15 aturel (Date) BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section 25505, El25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. ElThe Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD -Fire Dept. s1 �3 nSf/ of 2 »v b 71vo'7 � oNas I 1.1 '✓nb zl i -b, -rb� d� / a.� �✓ vQs N rjo n� -32nit�� -Zi��Z� 9n�inl QL �lonrd 0,�� �fl -Z-V)v �o 7G J/ (g/ i1 dC/ -yo�l g I // q— -/ "� �/ O �� f/ SN -W -2 6 9S /^A ill, 3J o l 3� S 4L Slta�M SLS �'WS 7J� d J c1 vv� L 07 3v --Z C oo.'Z/ OIXJ `l � �1�2 �Noo S�'� 7 �I�TOISdI�S�3Q $?IOM 9 V -d 'v :mv:)IriaaV Feb 14 00 11:13a C.A. Simon 503-528-0438 p.1 Tl�? (.A o: Filo Hunt Butte County 530-538-2140 COPY TFile v Date: 02-14-00 Filo, Here is a copy of the letter we were just discussing. At one point we were investigating opportunities to Lease the Biggs site and Purchase the Chico site. Our plans have changed and we are now Leasing both. We received this letter from Planning as an exemption to."short plat".the Chico site, and may, at some future point change the property from Lease to Purchase but due to time constraints we need to proceed with construction immediately and therefore will not be exercising the exemption at this time. Thanks again for all of your help and please let me know if you need anything more. Prom: Scott McCampbell 503-70573340 L� jimor, ana 9:D3 i j�J� C.olraX. `;U�t.� `r�C:; l or") 9722 (503) 253 5808 (503) 253 582?. Fix Feb 14 00 11:13a January 4, 2000 C.R. Simon C.A. Simon & Associates 9331 N.E. Colfax Portland, OR 97220 Re: California Regeneration site #5- Dear S Dear Mr. Mc Campbell, 503-528-0438 - tte count PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965.3397 TELEPHONE: (916) 538-7601 FAX: 49161 538.7765 As per our conversation yesterday this letter confirms that the creation of a 2 -acre parcel in an A-20 zone, for the purposes of transfer to a public utility, is exempt from the California Subdivision Map Act. Section 66248 of the Map Act specifically states:... A parcel map shall not be required fro either of the following: "... Land conveyed to or from a governmental agency, public entity, public utility, or for land conveyed to a subsidiary of a public utility fro conveyance to that public utility for rights-of-way, unless a showing is made in individual cases, upon substantial evidence, that public policy necessitates a parcel map. For purposes of this subdivision, land conveyed to or from a governmental agency shall include a fee interest, an easement, or a license." However, since the parcel being created does not meet the minimum requirement of the zone, this Department requires that the deed include a reversionary clause requiring for a governmental or public utility purpose. The clause should also stipulate that the property shall not be transferred to an entity that does not meet the requirements of Section 66428 (a) (2) of the Subdivision Map Act. If you have any questions regarding this matter please feel free to contact me at (530) 538-7601. Sincerely, Craign ders Senior Planner 1 P-2 Environmental Health Issues: Septic Permit Review: Well Permit Review: Land Development Review: Permit Clearance Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes parcel Created by: ❑ Deeds Date of Creation: ti Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No ❑ Yes Legal Access Required: ❑ No ❑ Yes ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes ap Date of Recording: �o KAY R—&4 --r Lot:�f J Block Book: g v Page: Z 3 :onditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access El Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development^ for a Merger Application/Lot Line Adjustment). ' ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other :eneral Comments: �cf L oT- 15 JZ-> 13E-v� pe --b Li NS AIG ±NMdel3ffle WA 3111`18 40 ti1Nf100 Ll--' I ❑ APPROVED � CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL I PERMIT CLEARANCE Permit #: CR — 11B D Date: Z - `Z . — C 9 Genera/Information AP#: C-3 C) 10 C<2) Owners Name: GD 2P. Parcel Acreage: 8 Ac—+I— Owners e—+/Owners Address: i 22 U3 YVI E i -Z I fN tangy ZD _ L14 I CC) f, CA S) 59 --) 2 Building Site Address: S / FCO Q, m>✓r? i D i t:�.� f � N xzr--> Hw . C }a ( L p Provertvinformation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: A 2 © Date of Zoning Ordinance: General Plan: ( G Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement ❑ No S Yes, check use Minimum Acreage: Nitrate Action Plan ® No ❑ Yes Violation Area No ❑ Yes Specific Plan No ❑ Yes ❑ Chico Enterprise Zone IN No ❑ Yes, check use Floodplain 11 No ❑ Yes Zone: Watershed Protection Zone No ❑ Yes ❑ D2N Proposed Use Complies With: H General Plan ®: Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Cohasset Panel Number: O-S—LD C— ❑ Accessory Building Use Zoning Code Street & Highways Fire Prevention Subdivision Ma Front Side Side street Rear L Heiqht COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 538-7541 CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 99-1331 -for the following: Use. Classification Fiber Optic Regeneration Building Address or Location 4746 Tokay Ranch Road, Chico Group: Fiber Optic Regeneration Building, Type Construction Pre -Cast Concrete Structure. It is hereby certified for the occupancy described above and may be occupied. Date: 09/18/2000 Michael C. Vieira Manager, Building Inspection Post -it® Fax Note 7671 Date # of To` pages � , From .. II Co./Dept. e- h Co. i. Phone # 2 Phone #2_ j Fax.# a 30. — �8� Fax #5,30 5__?$ _/ a `�^'77r'.r"►-'.".-'r1t?'k'•`L%'1¢''"".,r"''+Yr-�A-1'j�+''� „j".�-....-.-�'�e-�-�rr~Pl7tP� �: ............ COUNTY OF BUTTE— ........... 'ra BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 Al CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the �' 3 above address and should be corrected. Please notice this office when correction of work is j completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. a x . $A a .A i FG MASONRY WALLS • N E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift =Ld FIRE WALLSOccu anc Area Propert 3ypsum Board d , . 1st Layer 2nd Layer Nalls Deilincls t qy� COMMERCIAL 049-156-036— 99-133, DUTRO FARMS, INC. S.E. Crnr of inter. Of Nord Hwy & Meridan Contr: Ledcor Industries LTD Regeneration Building 99--z907 tl ` ,y S res Co.✓%f -O evr nrac �% OFFICE COPY Address � YG✓z!r% A U GAS Meter Date ELECTRIC i Meter By Date ' 1 OFFICE COPY Address jjj GAS R ; Meter By Date ELECTRIC I Meter By Da J=OK O=Not OK = Not Applicable COMMERCIAL =Not Ready . 1 Date UNDE LOOR (Plans) OK except #'s Date FRAMING (Continued) A&wrf6`g Report 46. Hangers -Post Caps -Anchors -Connectors . Ftg., Main; Soils-Ufer Ground.-Ftg. Depth 47. Roof Shthing-Nailing-Diap.Chord Splice 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 48. Firewall-Doors-Area-Occp.-Prop. 4. Concrete -PSI -Cert -SP. insp.-Loc. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. St walls, Main; Steel- Bloc kouts-Wrapped 50. Glu -Lam cert. -Placement -Support . Reinf. Steel -Grade -Placement 51. Steel Buildings-Purlin-Girders 7. Slab; Steel -Wrapped -Wire Mesh 52. Property Line Firewall & Openings 8. Piers -Steel 53. Ext. Doors -Handicap Access 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Waler Pipe; Test -Anchor -Regulator -Service Test 56. Siding -Nailing Veneer E ric; Underground, Underslab 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Pie ms & Ducts; Clearance -Material -Support -Ins. 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. irders-Sills-Anchor Bolts -Joists -Vents -Cripples 59. Shear Walls -Plywood-Nailing-Conn to Roof 15. Masonry -Rebar -Lifts 60. Insulation -Walls -Ceilings DateQ97 Card B-1 Date Card B-1 61. Infiltration -Walls -Windows i 62. Corridors -Openings -fire Protection -Framing DateCard B-1 Date Card B-1 Date PLUMBING (Per it) 6K except #'s {{ S 16. Water Htr.; Vent -Access -Combustion Air -Baffle Date Card B-1 Date Card B-1 17. Water Pipe; Test & Anchor -Nail Protection Date Card B-1 Date Card B-1 I 18. D.W.V.; Test -Fittings & Anchor -Nail Protection Date FINAL (Plans) OK except #'s 19. Sinks -Floor -Grease Trap 63. Ext. Steps -Door & Sidelight Protection -Landings 20. Handicap-W/C-Backing 64. Exits -Size -Number -Placement 21. Gas Pipe; Size & Anchors - Firewall Penetrations 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test Date Card B-1 Date Card B-1 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. Date Card B-1 Date Card B-1 68. Elec. Trim & Subpanel; Breaker Sizes & Labels Date ELECTRICAL (Permit) OK except #'s 69. Stairs & Rails 22. Fixture & Transformer Clearance -Ins. Protection 70. Handicap -Door Levers -Fin. Floor 23. Single Phase -Three Phase -Equip. Bond 71. Elec. Outlets at Wood Panel; Int. & Ext. 24. Size Boxes & No. of Conductors -Stapled 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. Plb., Elec. & Mech. Equip. Listed for Location 27. Wiring -90° -Protected -Color Coded 74. Insulation -Foam -Looked in Attic ❑ Yes 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 75. Guard Rails &Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Se ce-Riser Conductors & Ground -Main Disconnect 77. Stucco; Brown -Finish quip. Clearances Panels-Motors-Mech. Equip. 78. A.C. Unit; Disconnect, Electrical, Plumbing 32. Fire Wall Penetrations 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground Date 7 Card B-1 Date Card B-1 82. Off Site -Parking -Handicap Date MECHANICAL (Permit) OK except #'s 83. Glass Protection 33. A.C. Ducts Insulation & Support 84. Corrections from Previous Inspections 34. Vent Fan; Exhaust above insulation 85. Gas Test -Meters Tagged; Gas -Electric 35. Condensate Drain & Overflow; Size & Grade 86. Water & Sewer Connected -C/O to Grade -HD Approval 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Energy Compliance Certificate -Other Certificates 37. Attic Access & Platform if Furnance in Attic 88. Roofing Certificate -Fire Rating 38. Fj.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION • 7 County Center Drive • Orovil�* Calfthia 95965 • Telephone (530) 538-7541 PERMIT N (Rev. 12/96) APPLICATION AND PERMIT 9q- t/M•� ASSESSOR PARCEL NUMBER 047-150-036 ZONING 40 BUILDINGPERMIT OWNER DUTRO FARMS INC. TEL nE 0573 SO. FT. OCC. BUILDING VALUATION 200,000-00 OWNERS MAILING ADDRESS 12963 MERIDIAN ROAD, CHICO CA 95973 CONTRACTOR'S NAME . LEDCOR INDUSTRIES LTD. TELEPHONE - CONTRACTORS MAILING ADDr - ., CONSTRUCTION LENDER N/A Fireplace LENDER'S MAILING ADDRESS ( ' ' I Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ' JU ARCHITECT OR ENGINEERS MAILING ADDRESS O - Plan Checking Fee $ 43.17 BUILDINGADDRESS S.E. CORNER OF TRACT LOCATE S.E. OF INTER Plan Checking Fee $ $ OF NORD HWY. , 7 MERIDIAN RD. A.K.A. T.P.#006-020-012 PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other F . 0 . T . S . REGEN STN . SPECIFY - Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New P Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 "OOVOR LES Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is i full fore and effect. SS License Class `%' Lic. No. 4-b 6a OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Convectors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if 1 should become subject to the worke ' compensation provisions of section 3700 of the Labor Code, I shall fo I ith ose pro ' Ions. X Date Signature of Applican wner Contractor ❑ Agen An OSHA per quired for excavations over 5'0" deep and demolition or construction of structures over 3 stories in hei ht. Main Service zoOA TO tOooA 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. S.3.5¢FT, NOON R °ESIOT. MULTI -OUTLET RCLITS @7,50 POWER APPARATUS a SINGLE OUTLET CIR. 20 Q 100 Ex. Occup. OUTLET OR FIXTURES BAL @ .50 Ex. Occup. oun.ETsFUCED APREBIDPLNS. . EORA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 8 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ 1741.67 OCC CONST. TYPE TOTAL FEE $ HAZ. FEES IMP FLOG COF PAR HD This permit is hereby issued under of the Butte County Code and/or indicated abo or w ' f es ave B EXPIRES ON the applicable provisions Resolutions to do work been paid. 8 Q Date / Date Receipt No.&Jrd,PERMIT WHITE•D.D.S.-B.D. CANARY• SESSOR PIN -I ECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE'- DEPARTMENT F EVFLOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE = OROVff �--CALg ORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET f OWNER: l -C'{` lZ� .>�R 2n• ASSESSOR PARCEL ER: 4/7 ` IS Proposed Building Use: Building Inspector: Date: oma. / -- At time of permit application, I was advised the following data must be e_u_bmitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted .---------------------------_ -_ ❑2. Plot lans, 3/4 bets- Signed by the preparer of plans.----------� . complete plans, 3/4 sets,�re�b�_*e pre�of plan's 1 ✓4!1✓ngineered plans, 3/4 sets, with wet sigatgd n ��an . All V"❑ 5. Engineered truss det�i)�s-a dlfy&'t m d ica 'c(r�equired p: ❑ 6. Energy Design Compliance and supporting ocumen&io . ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. W Form. sneering must be shown on to pla�;pTi!59 io faxes! - U " laifufactured Home data and installation instructions including Tie Down Feesof $ 3 -� z-- -------------------------------------------------- Impact fees as shown on the attached schedule. ----------------------------- California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. -1. .. .', ❑ 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. ' ❑ 16. Plot plan and business license approval from the City of Biggs. ---------- _❑ 17. Planning approval for (A) Use: (B) Parking: ------ r � - 1118. C Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel ---- Encroachment Permit for driveway (construction, approval prior to occupancy).--------- E120. ------ ❑20. Pre-inspectionn for required. Request to Building Ir P. . C off�is license information. (Number, Name Style, Classification). ---------------- ' ' . Workers' Compensation carrier and policy number: ---------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - ------------------ (Date) .t' ❑24. Letter of signature authorization. --- 025. Recorded copy of Agricultural Acknowledgment Statement. ----------------------- -------------------------- +/ ❑ 26. Letter of intent on building use.--------------------------------------------------------------------------------- y 027. Manufactured Home utility clearance. --------------------------------------------------------------------------- 028. Existing violations and/or expired permits. ---------------------------------------------------------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H.-Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other: ------- When you issue the permit, process as follows ❑ Mail to owner, []Mail to contractor. }� �ephone and hold for pickup ato / `- K o !' eliv with ' ector. `0 �o � .S"7�r- a S"�3 / Applicant: Date: h A(DM . Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Departm , 13ution D By: Copy of plans sent 13 Health Department, ❑ Fire Department, ❑ 0 er: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Di • sion counter, by Date: 2 Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buil g vrsron counter, by Date: \fl Plans reviewed by: Date: Plans approved by: 1 Date: ►1 Sets of plans on hold in ❑ Plan Cabinet/O.A.R. folder., -Note transfer by: Date: Yellow Copy - Department of Development S'eivices, Building Divisi n, 'F ...,�� ^�Z.:F r••ipe a� S� ..,H .,ti � � a , .. `•:L" 'vYrL-,eb�-.v.: r+ -,a �..���� `���.�- CG!'UNTY'OF BUTTE BEPA:RTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION "7 COUNTY CENTER DRIVE - OROVILLE; CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF RECEIPT OF FEES . OWNER PROPOSED BUILDING USE jgtr, BUILDING PERMIT FEES Z. Balance Due ................ $ ' -- Additional Fees Due ........... $ It -- Additional Fees Due ......... $ -- Revised Plan Checking Fee ....... r 2. SCHOOL DISTRICT FEES (paid at District Office) A.P: # DATE RECEIPT # DATE REC 7 (P 19 - 3. SHERIFF FEES (paid at Building Division) Residential ........ :=x $360.00 = $ Units t+� Commercial (sq.ft.)... yZG x $0.03 $ Sq. Ft. <. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x _. $ s #Units Commercial (sq.ft.) .. x =$ Sq. Ft. Amt..: ` 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.0.0'(paid-at Building Division) 7."9RA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division). 9. CSA '87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTR At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. Y'�l/�MT !�y } APPLICANT ..----w DATE Pursuant to Government CodenSectioii-66020, you hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) M COONTY & BUTTE ,-,PARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION iONTY CENTER DRIVE - ORQVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 MHEDULE OF FEES DUE OWNER A. P. # 4-7 - /0 PROPOSED BUILDING USE to -'e DATE RECEIPT # DATE REC '114 - BUILDING PERMIT FEES Balance Due ................ $ Additional Fees Due ........... $ Additional Fees Due ........... $ Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) �3. SHERIFF FEES (paid at Building Division) Residential ........ xl$360.00 = $. Units Commercial (sq.ft.). x $0.03 = $ Sq. Ft. .4. URBAN AREA FEES (paid at Building Division) I.Reside'ntial (per unit) x, $ #Units Amt...." Commercial (sq.ft.) . x =$ Sq. Ft. 5. RECREATION DISTRICT FEES (paid at. District Office) 6. THERNIALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to, be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE 111 199 Pursuant to Government Code SSe�ct . . . . . . . . . you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have ,Vn,6660 a e been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant, 3rd Copy - Owner (Rev. 2/97) D M COONTY & BUTTE ,-,PARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION iONTY CENTER DRIVE - ORQVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 MHEDULE OF FEES DUE OWNER A. P. # 4-7 - /0 PROPOSED BUILDING USE to -'e DATE RECEIPT # DATE REC '114 - BUILDING PERMIT FEES Balance Due ................ $ Additional Fees Due ........... $ Additional Fees Due ........... $ Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) �3. SHERIFF FEES (paid at Building Division) Residential ........ xl$360.00 = $. Units Commercial (sq.ft.). x $0.03 = $ Sq. Ft. .4. URBAN AREA FEES (paid at Building Division) I.Reside'ntial (per unit) x, $ #Units Amt...." Commercial (sq.ft.) . x =$ Sq. Ft. 5. RECREATION DISTRICT FEES (paid at. District Office) 6. THERNIALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to, be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE 111 199 Pursuant to Government Code SSe�ct . . . . . . . . . you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have ,Vn,6660 a e been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant, 3rd Copy - Owner (Rev. 2/97) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION " 7 County Center Drive • Orovillp, C;,.;jfornia 95965 • Telephone (530) 538-7541. PERMIT NO. (Rev. 12196) ' f APPLICATION AND PERMIT X19 13z/ ASSESSOR PARCEL NUMBER-03( 04 ZONIN 4' BUILDING PERMIT OWNER DuTRD FARMS TELEPHONE 6 40 • S•a SO. FT. OCC. BUILDING VALUATION 000 • 00 OWNERS MAILING ADDRESS 'z MCP-11a1aN iRD • 04Ico • CA • 95973 CONTRACTOR'S NAME kaDeo?, 1NDusmiC--S keb. TELEPHONE 57 - Z593 CONTRACTORS; oaMAILING °& S We r S N S • ✓A�ICouV�=-R CONSTRUCTION LENDER V&F- aX Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 2 0. D 0 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee BUILDING ADDRESS S. E • C P-NSZ 0 F -MAZI 5.16. OF lNiERS@C OiJ Energy Plan Checking Fee $ OF 140$1 Y -P ERI API 'KA• ?:P"*Cq6-o20-012 PERMIT FEE s i9 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing[Feel 20.00 USEOFSTRUCTURE , - � U�+ SF ❑ Duplex ❑ Mobilehome ❑ Other F o• T. _ n S• �tx)4 • SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New'( Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 195 A lT 4 OF PRECAST CpNCRA"ILj. FiMA OPrtC 89479 9MATIc8J 6LYL11 Naq p N dCWCRETE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ,11 c_ 1�Dti nibgTlOPJS No J>t W p Oil. �AT�T,� EQ� ELECTRICAL PERMIT Fling Fee 20.00 • min Service oa mss 23.00 map LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class R t Lic. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWE111NG OCCUR OR ADDNS. ( a Acc. BLDS. s0 3.5¢x. EW NO" °SID. MULTI.OUTLET 97,50 POWER APPARATUS a SINGLE OURET CR. Ex. Occup. OUTLET OR FDMFIES 200 1.00 SAL ® .50 Ex. Occu . ° RES D.°� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 224 -Co PERMIT FEE _ 11 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 1 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Policy Number (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' gree that if 1 should become subject to the work s' ation provisiosection 3700 of the Labor Code, I shall fort c ith th a pro i S. compo sation laws of California, alCosr X _ Date _ Signature of Applic er tractor ❑ Agent An OSHA per s required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTXL FEE $ HAz. D. FEES I I FLOOD I CDF PCVE I PD I HD I ISSUE This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date �a Receipt No. WHITE-D.D.S.-B.D. CANARY-ASSE95011 PIRRItSPECTOR GOLDENROD -APPLICANT h!' MMM ■ BROWN & MILLS. INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS = CONSTRUCTION MATERIALS TESTING May 10, 1999 BMI Project No. 99S-143 Mr. Michael Bondor Ledcor Industries, Inc. 9655 SE 36th Street, Suite 210 Mercer Island, Washington 98040-3732 Subject: Geotechnical Investigation Proposed Communications Facility West Chico, CA Region ##5 Meridian Road Butte County, California Dear Mr. Bondor: ClUTTE CoUmyY SPP , Brown & Mills is pleased to present the attached geotechnical investigation report for a proposed communications facility to be located east of Meridian Road (and south of Nord Highway) in Butte County, California. Based on the results of our investigation, it is our professional opinion the site may be developed for the proposed communications facility generally using conventional grading and foundation construction techniques. However, due to certain site conditions identified by our field exploration program, special design and construction provisions may be required for some project features. A brief summary of these conditions is provided below. ► Surficial clay soils located across the site and to a depth of about one foot below existing site grade appear to be expansive. In our opinion, these soils are capable of significant volume change (shrink or swell), which could result in unacceptable settlement or heave of future structures, concrete slabs supported -on -grade, and/or pavements'. Therefore, planned site improvements (including the proposed structure, slabs supported -on -grade, and pavements) may require special design provisions. ► The project site is located within an area that has been used for agricultural purposes. Based on this previous use, we anticipate near -surface soils have been disturbed from previous disking and other similar activities. Therefore, deep scarification and compaction of the existing ground surface will be required prior to fill placement or the construction of structures, concrete slabs supported -on -grade, or other similar improvements. 9940 Business Park nrive. Suite 14(1. Cacrnmnntn, C:nlifnrnin 95R?7 Phnrv, (n1 C,13R?-55/11 FAY.. 101 May 10, 1999 BMI Project No. 99S-143 Specific comments regarding the conditions outlined above, as well as recommendations regarding the geotechnical aspects of project design and construction, are presented in the following report. We appreciate the opportunity of providing our services for this project. If you have questions regarding this report, or if we may be of further assistance, please contact the undersigned. Sincerely, Brown & Mills, Inc. R. Kith Brown, P.E. Principal cc: Client (4) Q�ypF E S Spy No. 2141 j Cxpn W . 1cs ' Ore Tq� OF CA��fo� 11 i TABLE OF CONTENTS INTRODUCTION ............................................ 1 .GENERAL .............................................. 1 PROPOSED CONSTRUCTION ................................. 1 SCOPE OF SERVICES ...................................... 2 FIELD INVESTIGATION ......................................... 2 FIELD RESISTIVITY TESTING .......................... I......... 3 SITE CONDITIONS .......................................... 3 SURFACE.................................:............ 3 SUBSURFACE ........................................... 4 CONCLUSIONS AND RECOMMENDATIONS .......................... 5 GENERAL ............................................... 5 EXPANSIVE SOIL ......................................... 5 SURFACE DRAINAGE ...................................... 7 SITE PREPARATION ........................................ 7 TEMPORARY EXCAVATIONS ................................... 9 ENGINEERED FILL ........................................ 9 TRENCH BACKFILL ....................................... 11. FOUNDATIONS - GENERAL ................................. 12 SPREAD FOUNDATIONS ................................... 12 MAT FOUNDATIONS ................................. 14 INTERIOR CONCRETE FLOOR SLABS SUPPORTED -ON -GRADE ......... 17 SITE ACCESS ROADWAY .................................. 19 ADDITIONAL SERVICES ..................................... 20 LIMITATIONS ............................................ 21 PLATES 1 THROUGH 4 o"m mmm■m s GEOTECHNICAL INVESTIGATION REPORT PROPOSED COMMUNICATIONS FACILITY WEST CHICO, CA REGION ##5 MERIDIAN ROAD BUTTE COUNTY, CALIFORNIA INTRODUCTION GENERAL This report presents the results of our geotechnical investigation for a proposed communications facility to be located east of Meridian Road (and south of Nord Highway) Roads in Butte County, California. The purpose of our investigation was to explore and evaluate site subsurface conditions in order to develop recommendations related to the geotechnical aspects of project design and construction. The approximate site location relative to existing topographic features and roads is shown on Plate 1. PROPOSED CONSTRUCTION We understand the proposed project will involve the installation of a precast concrete equipment shelter encompassing approximately 1,000 square feet in total plan area. Appurtenant construction will include underground utilities and possibly a partially -improved site access roadway. Grading plans were not available at the time this report was prepared; however, as site topography is relatively level, we anticipate earthwork cuts and fills required to achieve a level building pad and provide for vehicular access will generally be less than about 2 feet in vertical extent. Excavations for underground utilities are not anticipated to exceed about 7 feet below existing or final site grades. A plot plan indicating the proposed project area is shown on Plate 2. 1 NNWVW mom ; G May 10, 1999 BMI Project No. 99S-143 SCOPE OF SERVICES The scope of our services included the following: ► Exploration of the subsurface conditions at a single site location using one exploratory test pit. ► Performance of three field resistivity tests in general accordance with ASTM Test Method G 57 (Wenner Four -Electrode Method). ► Preparation of this report which includes: • A description of the proposed project; • A summary of our field exploration program; • Results of field resistivity tests; • A description of site surface and subsurface conditions encountered during our field investigation; and • Recommendations related to the geotechnical aspects of site preparation and engineered fill, temporary excavations and trench backfill, foundation design and construction, concrete slabs supported -on -grade, and a partially -improved site access roadway. FIELD INVESTIGATION Subsurface conditions at a nearby site were explored on May 4, 1999, by excavating one test pit (designated TP -1) to a depth of about 10 feet below existing site grade. The test pit was excavated using a Caterpillar 416 tractor -mounted backhoe equipped with a 24 -inch -wide bucket. The approximate location of test pit performed for this investigation is shown on Plate 2. It should be noted that the test pit performed for this investigation was conducted at a nearby site (located approximately 1,000 feet to the east of the proposed site). Based on our site observations, we anticipate subsurface conditions encountered within this nearby test pit would be applicable to the proposed site. ON" mom 0M May 10, 1999 BMI Project No. 99S-143 Our engineer maintained a log of the test pit, visually classified the soils encountered according to the Unified Soil Classification System (see Plate 3), and obtained representative samples of the subsurface materials. After the test pit was completed, it was loosely backfilled with the excavated soil. A log of the test pit performed for this investigation is presented on Plate 4. FIELD RESISTIVITY TESTING A total of 3 field resistivity tests were performed along a single line in general accordance with ASTM Test Method G 57 (Wenner Four -Electrode Method). Results of our field resistivity testing are presented below; the approximate location of the resistivity line performed for this investigation is shown on Plate 2. Line No. Location Orientation Inner Electrode Spacing (ft)' Outer Electrode Spacing (ft) Measured Resistivity (ohm -cm) R1 Site area E -W 5 5 4,980 R1 Site area E -W 10 10 7,280 R1 Site area E -W 15 15 9,190 SITE CONDITIONS SURFACE The project site consists of a rectangularly -shaped parcel located east of Meridian Road (and north of Tokay Road) in Butte County, California. The site is bounded to the north, east, and west by agricultural fields, and to the south by Tokay Road (with an agricultural field beyond). At the time of our field investigation, the site had been recently tilled and appeared to be used for agricultural purposes. Existing topography within the immediate site area was relatively level. ' The inner electrode spacing roughly corresponds to the depth over which the measured resistivity would be applicable. 3 !wV ■r■ 0 IM May 10, 1999 BMI Project No. 99S-143 SUBSURFACE Near -surface soils encountered within the test pit performed for this investigation consisted predominantly of stiff silty clay to a depth of about 1 foot below existing site grade. Below these near -surface soils, very stiff silty clay and medium dense sandy silt/clayey silt were encountered to the maximum depth explored (approximately 10 feet below existing site grade). No free groundwater was encountered during our field investigation. However, groundwater conditions can vary depending on the season, irrigation and/or groundwater pumping practices (both on- and off-site), precipitation, runoff conditions, the level of nearby bodies of water (including canals and creeks), and possibly other factors: Therefore, groundwater conditions presented in this report may not be representative of those which may be encountered during or subsequent to construction. A more detailed description of the subsurface conditions encountered during our field investiga- tion is provided on the attached logs. F11 R'1MW ■.wig May 10, 1999 BMI Project No. 99S-143 CONCLUSIONS AND RECOMMENDATIONS GENERAL Based on the results of our investigation, it is our professional opinion the site may be developed for the proposed communications facility generally using conventional grading and foundation construction techniques. However, due to certain site conditions identified by our field exploration program, special design and construction provisions may be required for some project features. A brief summary of these conditions is provided below. ► Surficial clay soils located across the site and to a depth of about one foot below existing site grade appear to be expansive. In our opinion, these soils are capable of significant volume change (shrink or swell), which could result in unacceptable settlement or heave of future structures, concrete slabs supported -on -grade, and/or pavements. Therefore, planned site improvements (including the proposed structure, slabs supported -on -grade, and pavements) may require special design provisions. ► The project site is located within an area that has been used for agricultural purposes. Based on this previous use, we anticipate near -surface soils have been disturbed from previous disking and other similar activities. Therefore, deep scarification and compaction of the existing ground surface will be required prior to fill placement or the construction of structures, concrete slabs supported -on -grade, or other similar improvements. Specific comments regarding the conditions outlined above, as well as recommendations regarding the geotechnical aspects of project design and construction, are presented in the following sections of this report. EXPANSIVE SOIL General Based on the results of our field investigation, surficial clay soils located across the site and to a depth of about one foot below existing site grade appear to be expansive. Expansive soils are characterized by their ability to undergo significant volume change (shrink or swell) due to variations in moisture content. Changes in soil moisture content can result from rainfall, landscape irrigation, utility leakage, roof drainage, perched groundwater, drought, or other factors and may cause unacceptable settlement or heave of structures, concrete slabs supported - on -grade, or pavements supported over these materials. 5 0" mm" 0M May 10, 1999 BMI Project No. 99S-143 Options to Address Expansive Soils Several options are available to reduce potential adverse effects of expansive soils on planned project improvements. Possible options would include: 1. Completely remove all expansive subgrade soils and replace with nonexpansive material. 2. Remove expansive subgrade soils within a certain depth below finished subgrade and replace with nonexpansive material. 3. Chemically treat expansive subgrade soils with lime, cement, or other similar material. 4. Remove and replace expansive subgrade soils at relatively high moisture contents and low compaction. 5. Increase subgrade soil moisture contents by ponding or sprinkling (presoaking) with water. 6. Minimize seasonal variations in moisture. content of foundation and slab subgrade soils. 7. Strengthen foundations and slabs supported -on -grade to resist uplift pressures associated with expansive subgrade soils. Options listed above are not exclusive; a final design could incorporate several options. Further, the cost and effectiveness of each option will vary depending on the contractor's methods and quality of work, the nature of the proposed construction, the time of the year construction is performed, and other factors. Recommended Options to Address Expansive Soils Based on our experience within the site area and with similar soil conditions, Option 1 listed above would be the only method completely effective in reducing the potential for expansion - induced distress to all project features. However, it has also been our experience this option is generally not practical or economically feasible. Therefore, we are providing recommendations below (see sections entitled: "SURFACE DRAINAGE", "SPREAD FOUNDATIONS," "MAT FOUNDATIONS, " and "INTERIOR CONCRETE FLOOR SLABS SUPPORTED -ON - GRADE") which are consistent with Options 5, 6, and 7 (above). It should be recognized the approach outlined above is intended to reduce (but not necessarily eliminate) the potential for distress to structures and slabs supported -on -grade due to expansive subgrade soils. Though this approach is consistent with procedures used at other sites with 0 0"M OEM 0 M May 10, 1999 BMI Project No. 99S-143 similar soil conditions and even with proper implementation, some distress could occur to the future structure, slabs supported -on -grade, and other improvements sensitive to ground movement. SURFACE DRAINAGE Due to the presence of potentially expansive, near -surface soils across the site, infiltration of surface water beneath the planned structure (and any other similar improvement) should be reduced to the extent possible. As a minimum, we recommend any exposed ground surfaces surrounding the planned structure be graded to facilitate surface drainage away from foundation areas. This recommended grading should achieve a minimum, downward slope of two percent, extending from the planned structure, outward a minimum horizontal distance of five feet; swales or below -grade solid conduits should be used to intercept and direct this surface runoff to a suitable location for disposal. Further, we recommend all roof drain discharge be collected in solid conduits and directed into the site's storm drain system or other suitable location for disposal. SITE PREPARATION Stripping and Grubbing Prior to general site grading and/or construction of planned improvements, any existing vegetation, organic topsoil, or debris should be stripped and disposed of off-site or outside the construction limits. Stripped topsoil (less any debris or large tree roots) may be stockpiled and reused for landscape purposes; however, this material should not be incorporated into any en- gineered fill. Existing Utilities, Wells, and/or Foundations If abandoned, below -grade utility lines, septic tanks, cesspools, wells, and/or foundations are encountered within the area of construction, these items should be removed and disposed of off- site; existing wells should be abandoned in accordance with applicable regulatory requirements. Existing, below -grade utility pipelines (if any) which extend beyond the limits of the proposed construction and will be abandoned in-place should be plugged with cement grout to prevent migration of soil and/or water. All excavations resulting from removal activities should be cleaned of loose or disturbed material (including all previously -placed backfill) prior to placing any fill or backfill. 7 May 10, 1999 BMI Project No. 99S-143 Exploratory Test Pit Backfill 1 Backfill used to fill the exploratory test pit performed for this investigation was loosely -placed and therefore susceptible to future subsidence. If planned improvements will be located over this area, we recommend all backfill associated with this test pit be excavated and replaced with t, engineered fill. The approximate location of test pit performed for this investigation is shown on Plate 2. Scarification and Compaction Following any site stripping or overexcavation (if required), all areas to receive engineered fill should be scarified to a depth of 12 inches, uniformly moisture -conditioned to at least 3 (but generally no more than about 5) percent above the optimum moisture content, and compacted to at least 88 (but generally no more than about 92) percent of the maximum dry density as determined by ASTM (American Society for Testing and Materials) Test Method D 15572. Overexcavation of Loose or Disturbed Material Within areas grubbed or otherwise disturbed below a depth of about 12 inches, in-place scarification and compaction may not be adequate to densify all disturbed soil. Therefore, €1 overexcavation of the disturbed soil, scarification and compaction of the exposed subgrade, and replacement with engineered fill may be required in these areas. Wet/Unstable Soil Conditions If site preparation or grading is performed in the winter or spring season, or shortly after significant precipitation, near -surface site soils may be significantly over optimum moisture content. This condition could hinder equipment as well as efforts to compact site soils to a specified level of compaction. If over optimum soil moisture content conditions are encountered during construction, disking to aerate, replacement with imported material, chemical treatment, stabilization with a geotextile fabric or grid, and/or other methods will likely be required to facilitate earthwork operations. The applicable method will depend on the contractor's capabilities as well as other project -related factors beyond the scope of this study. Therefore, if over -optimum soil conditions are encountered during construction, the project Geotechnical Engineer should review these conditions (as well as the contractor's capabilities) and, if appropriate, provide recommendations for their treatment. 2 This test procedure should be used wherever relative compaction, maximum dry density, or optimum moisture content is referenced within this report. 0 ■.wig i 1� 1? May 10, 1999 BMI Project No. 99S-143 i; TEMPORARY EXCAVATIONS General 4� is All temporary excavations must comply with applicable local, state, and federal safety ►� regulations, including the current OSHA Excavation and Trench Safety Standards. Construction site safety generally is the responsibility of the contractor, who should be solely responsible for the means, methods, and sequencing of construction operations. Construction Considerations Heavy construction equipment, building materials, excavated soil, and vehicular traffic should not be allowed within 3 feet from the top of any excavation. Where the stability of adjoining buildings, walls, or other structures is endangered by excavation operations, support systems such as shoring, bracing, or underpinning may be required to provide structural stability and to protect personnel working within the excavation. During wet weather, earthen berms or other methods should be used to prevent runoff water from entering all excavations. All runoff water entering the excavation(s) should be collected and disposed of outside the construction limits. Excavation Conditions Based on our experience in the site area and conditions encountered during our field exploration program, we anticipate trench (and other shallow) excavations should be possible with a conven- tional backhoe (such as a Case 580 or equivalent). r { ENGINEERED FILL Materials - General All engineered fill should consist of soil and/or soil -aggregate mixtures generally less than 3 inches in maximum dimension, nearly -free of organic or other deleterious debris, and essentially non -plastic. Typically, well -graded mixtures of gravel, sand, non -plastic silt, and small quantities of clay are acceptable for use as engineered fill. Specific requirements for engineered fill, as well as applicable test procedures to verify material suitability, are provided on the following page. G9 0" `M ■ 'M May 10, 1999 BMI Project No. 99S-143 Gradation Test Procedures Sieve Size Percent Passing ASTMS AASHT04 3 -inch 100 C 136 T 88 3/4 inch 70- 100 C 136 T 88 No. 200 15-70 C 136 T 88 Plasticity Liquid Limit Plasticity Index Less than 30 Less than 12 D 4318 T 89, T 90 Organic Content Less than 3 % D 2974 ------- Maximum Dry Density More than 100 pcf D 1557 T 180 On -Site Soil Materials In general, near -surface, on-site soils similar to those encountered in our test pit may not meet the requirements indicated above (i.e., Plasticity Index greater than 12) but may be used for engineered fill provided: (1) they are adequately moisture -conditioned during site preparation, grading, and/or prior to construction of site improvements; and (2) improvements constructed upon these materials are adequately reinforced or otherwise designed to resist earth pressures associated with expansive soils. Imported Materials All imported soil and/or soil -aggregate mixtures used for engineered fill should: (1) meet the material requirements outlined above (see section entitled "Materials - General"); and (2) be sampled, tested and approved by the project Geotechnical Engineer prior to being transported to the site. 3 American Society for Testing and Materials Standards (latest edition) ` American Association of State Highway and Transportation Officials, Standard Specifications for Transportation Materials and Methods of Sampling and Testing (latest edition) 10 0"" ■.r■ i w May 10, 1999 BMI Project No. 99S-143 Placement and Compaction On-site soils used for engineered fill should be uniformly moisture -conditioned to at least 3 (but generally no more than about 5) percent above the optimum moisture content, placed in horizontal lifts less than 8 inches in loose thickness, and compacted to at least 88 (but generally no more than about 92) percent relative compaction. Within pavement areas, these soils should be uniformly moisture -conditioned to at least 1 (but generally no more than about 3) percent above optimum and compacted to at least 95 percent relative compaction within 12 inches of finished subgrade'. Imported soil or soil -aggregate mixtures used for engineered fill should be uniformly moisture - conditioned to between 0 and 5 percent above the optimum moisture content, placed in horizontal lifts less than 8 inches in loose thickness, and compacted to at least 90 percent relative compaction. Within pavement areas, these materials should be compacted to at least 95 percent relative compaction within 12 inches of finished subgrade. If fills in excess of 5 feet in vertical extent are planned for this project, we recommend the lower portion of these fills (i.e., fill located more than 5 feet below finished subgrade) be compacted to at least 93 percent relative compaction. TRENCH BACKFILL Materials Pipe zone backfill (i.e., material beneath and in the immediate vicinity of the pipe) should consist of on-site or imported soil less than one inch in maximum dimension; trench zone backfill (i.e., material placed between the pipe zone backfill and finished subgrade) may consist of on-site soil which meets the material requirements previously -provided for engineered fill. If imported material is used for pipe or trench zone backfill, we recommend it consist of fine- grained sand. In general, use of coarse-grained sand and/or gravel is not recommended due to the potential for soil migration into, and water seepage along, trenches backfilled with this type of material 5 Within this report, finished subgrade refers to the top surface of undisturbed on-site soil compacted during site preparation and/or engineered fill. 11 0" OEM 0 M May 10, 1999 BMI Project No. 99S-143 Recommendations provided above for pipe zone backfill are minimum requirements only. More stringent material specifications may be required to fulfill local codes and/or bedding requirements for specific types of pipe. We recommend the project Civil Engineer develop these material specifications based on planned pipe types, bedding conditions, and other factors beyond the scope of this study. Placement and Compaction Trench backfill should be placed and compacted in accordance with recommendations previously - provided for engineered fill. Mechanical compaction is strongly recommended; ponding or jetting should not be allowed unless specifically reviewed and approved by the project Geotechnical Engineer prior to construction. FOUNDATIONS - GENERAL Based on the results of our investigation, the planned equipment shelter may be supported using either shallow spread footings or a single mat foundation. Recommendations for both of these foundation options are provided below. SPREAD FOUNDATIONS General Based on the results of our investigation, the planned equipment shelter may be supported using shallow spread footings, constructed of reinforced concrete and founded on undisturbed native soil and/or engineered fill. All footings should be a minimum of 12 inches wide and embedded a minimum of 18 inches below the lowest adjacent final subgrade'. Further, footings should be continuous around the entire perimeter of the structure to limit surface water infiltration into subgrade soils supporting interior concrete floor slabs. 6 Within this report, final subgrade refers to the top surface of undisturbed on-site soil, on- site soil compacted during site preparation, or engineered fill. 12 May 10, 1999 BMI Project No. 99S-143 Allowable Bearing Pressures An allowable bearing pressure of 2,000 pounds per square foot (psf) may be used for spread foundations with the above minimum dimensions. Since the allowable bearing pressure will vary with footing embedment, the value provided above may be increased by 500 psf for each additional foot of embedment up to a maximum allowable bearing pressure of 3,000 psf. The allowable bearing pressure provided is a net value; therefore, the weight of the foundation (which extends below the lowest adjacent final subgrade) may be neglected when computing dead loads. The allowable bearing pressure applies to dead plus live loads, includes a calculated factor of safety of at least 3, and may be increased by 1/3 for short-term loading due to wind or seismic forces. Estimated Settlements Based on anticipated foundation dimensions and loads, we estimate maximum settlement of proposed spread footings to be on the order of 3/4 -inch. Differential settlement between similarly -loaded, isolated spread footings is expected to be less than 1/2 -inch; differential settlement of uniformly -loaded, continuous footings is anticipated to be less than 1/2 -inch within a 10 -foot interval. A majority of the anticipated settlement is expected to occur as the loads are applied and should be essentially complete shortly after final construction. Lateral Resistance Resistance to lateral loads (including those due to wind or seismic forces) may be provided by frictional resistance between the bottom of concrete foundations and the underlying soils, and by passive earth pressure against the sides of the foundations. A coefficient of friction of 0.25 may be used between cast -in-place concrete foundations and the underlying soil. Passive pressure available in undisturbed native soil and/or engineered fill may be .taken as equivalent to the pressure exerted by a fluid weighing 250 pounds per cubic foot (pcf). To account for possible future loss of subgrade support due to surface disturbance, we recommend soil located within the uppermost 1/2 -foot of the embedded portion of the foundations be neglected when evaluating passive resistance. Lateral resistance parameters provided above are ultimate values. Therefore, a suitable factor of safety should be applied to these values for design purposes. The appropriate factor of safety will depend on the design condition and should be determined by the project Structural Engineer. Depending on the application, typical factors of safety could range from 1.0 to 1.5. Frictional and passive resistance may be used in combination, provided a suitable factor of safety is applied to these values during design. 13 May 10, 1999 BMI Project No. 995-143 Setbacks Structures (or other similar improvements) located near the top (or bottom) of a slope steeper than 3(h):1(v) should maintain a minimum set -back in accordance with requirements outlined in Section 1806.5 of the Uniform Building Code (UBC, Volume 2, 1997 edition), or 3 feet (measured horizontally from the top or bottom of slope to the closest point of approach of the structure), whichever is greater. In the event a structure cannot be sited to maintain the minimum set -back, proposed spread footings should be deepened in accordance with requirements indicated in Figure No. 18-1-1 of the UBC. --Construction Considerations Prior to placing steel or concrete, footing excavations should be cleaned of all debris, loose or disturbed soil, and any water. MAT FOUNDATIONS General As an alternative to shallow spread footings, the planned equipment shelter may be supported using a reinforced concrete mat founded directly upon finished subgrade (i.e., no embedment), or shallowly -embedded below the surrounding grade. Specific recommendations related to the geotechnical aspects of the design and construction of a reinforced concrete mat foundation are presented below. Stripping Prior to foundation construction, any existing vegetation or debris should be stripped and disposed of off-site or outside the construction limits. Subgrade Preparation Subgrade soils supporting the proposed mat foundation should be scarified to a minimum depth of 12 inches, uniformly moisture -conditioned to at least 3 (but generally no more than about 5) percent above the optimum moisture content, and compacted to at least 88 (but generally no more than about 92) percent relative compaction. Scarification and compaction may be omitted if the proposed mat is to be placed directly on undisturbed native soil (which has been stripped of all vegetation and any organic soil) or engineered fill and if approved by the project Geotechnical Engineer during construction. 14 r%" OEM 0 M May 10, 1999 BMI Project No. 99S-143 Rock Capillary Break/Vapor Barrier The interior area of the proposed mat foundation should be underlain by a capillary break consisting of compacted, free -draining durable rock at least 4 inches thick, graded such that 100 percent passes the 1 -inch sieve and less than 5 percent passes the No. 4 sieve'. Further, a vapor barrier should be placed beneath the interior area of the mat foundation which will be covered with moisture -sensitive floor coverings. This barrier may consist of a plastic or vinyl membrane placed directly over the rock capillary break. To promote more uniform concrete curing and provide protection of the membrane during construction, sand, 1 to 2 inches thick, should be placed on top of the membrane prior to placing slab concrete. Sand placed above the membrane may be moistened just prior to concrete placement to aid in curing. Concrete should not be placed if sand overlying the vapor barrier has been allowed to become wet (due to precipitation or excessive moistening) or if standing water is present above the membrane. Excessive water beneath mat foundations could result in significant vapor transmission through the slab, adversely affecting moisture -sensitive floor coverings. A capillary break and/or vapor barrier may not be required for some types of construction (such as garages and other nonhabitable structures insensitive to water intrusion and/or vapor transmission through the mat). For these types of structures, the gravel capillary break and/or vapor barrier recommended above may be omitted and the mat placed directly on the prepared subgrade or other approved surface. In the event a capillary break and/or vapor barrier is not to be used, Brown & Mills should review the planned structure in order to assess the applicability of the approach and provide (if necessary) additional recommendations regarding subgrade preparation and/or support. Water Barrier Since the proposed mat foundation may be placed directly upon finished subgrade (i.e., no embedment), we recommend native soil be placed immediately adjacent to this foundation in order to reduce the potential for surface water infiltration beneath the planned structure. Soil used for this purpose should extend at least three inches above the bottom of the adjacent foundation and be graded to facilitate surface drainage away from foundation areas. This recommended grading should achieve a minimum, downward slope of two percent, extending from the planned structure, outward a minimum horizontal distance of five feet; swales or ' In general, Caltrans Class 2 aggregate base will not meet the gradation requirements provided above for a capillary break. Therefore, we recommend this material not be used for a capillary break beneath concrete mat foundations. M, Off m own 0M May 10, 1999 BMI Project No. 99S-143 below -grade solid conduits should be used to intercept and direct this surface runoff to a suitable location for disposal. Further, we recommend all roof drain discharge be collected in solid conduits and directed into the site's storm drain system or other suitable location for disposal. Structural Design Parameters for Mat Foundations The mat foundation proposed for support of the planned equipment shelter should be designed to resist excessive bending stresses and deflections associated with the following conditions: ► Shrinkage or swelling of foundation subgrade soils along the perimeter of the structure, resulting in loss of support or increased load (along the perimeter of the structure); ► Heave of foundation subgrades within the center of the structure due to deep wetting of site soils; ► Relatively poor support characteristics of the on-site soils; and ► Wall and column loads imposed by the planned structure. For design purposes, shrinkage of perimeter foundation subgrade soils may be considered as a loss of subgrade support, resulting in an unsupported cantilevered length of 3 feet along any and all portions of the perimeter of the proposed structure. Heave of foundation subgrade soils within the center of the structure, resulting in a center lift condition, may be considered as a downward vertical displacement of 1 -inch, acting along any and all portions of the structure's perimeter. Heave of foundation subgrade soils along the perimeter of the structure, resulting in an edge lift condition, may be assumed to act as an upward vertical displacement of 1 -inch, acting along any and all portions of the structure's perimeter. To account for possible loss of subgrade support along the perimeter or within interior areas of the planned structure, we recommend any and all portions of the proposed mat be designed for an unsupported simple span length (in two orthogonal directions) of 10 feet. Design of all mat foundations should also consider the support and deflection characteristics of the subgrade soils. For this site, we recommend a vertical subgrade modulus of 100 pounds per square inch per inch of deflection and an allowable bearing pressure of 1,500 pounds per square foot be used for design purposes. The allowable bearing pressure provided above is a net value; therefore, the weight of the foundation (which extends below finished subgrade) may be neglected when computing dead loads. Further, the allowable bearing pressure provided applies 16 May 10, 1999 BMI Project No. 99S-143 to dead plus live loads, includes a calculated factor of safety of at least 3, may be increased by 1/3 for short-term loading due to wind or seismic forces, and assumes the loaded area will be at least one foot in plan dimensions. We also recommend the project Structural Engineer not only verify that stresses within proposed . foundations are within a tolerable range, but also limit possible deflections. A commonly used criteria of a 1/2 -inch maximum vertical deflection in 10 feet (horizontal) is suggested for design. Resistance to lateral loads (including those due to wind or seismic forces) may be provided by frictional resistance between the bottom of concrete foundations and the underlying soils. A coefficient of friction .of 0.25 may be used between cast -in-place concrete foundations and the underlying soil. Construction Considerations Prior to placing steel or concrete, all mat foundation excavations (if any) should be cleaned of all debris, loose or disturbed soil, and any water. INTERIOR CONCRETE FLOOR SLABS SUPPORTED -ON -GRADE Subgrade Preparation In the event the planned equipment shelter is to be supported using shallow spread footings, subgrade soils supporting interior concrete floor slabs should be scarified to a minimum depth of 12 inches, uniformly moisture -conditioned to at least 3 (but generally no more than about 5) percent above the optimum moisture content, and compacted to at least 88 (but generally no more than about 92) percent relative compaction. Scarification and compaction may be omitted if interior slabs are to be placed directly on undisturbed engineered fill and if approved by the project Geotechnical Engineer. Subgrade Moisture We recommend the moisture content of subgrade soils supporting interior concrete floor slabs be at least 3 percent above optimum moisture content at the time of vapor barrier or concrete placement. Recommended soil moisture contents may be established either during site grading (and maintained up to the time of vapor barrier or concrete placement), via natural precipitation, or by ponding or sprinkling with water. Over optimum moisture conditions (of the subgrade soils) should extend at least 18 inches below finished subgrade and should be verified by Brown & Mills just prior to placement of the vapor barrier or slab concrete. 17 lYVV =; 1Z May 10, 1999 'l BMI Project No. 99S-143 Steel Reinforcement We recommend interior concrete floor slabs supported on expansive subgrade soils be reinforced with steel to reduce distress due to pressures associated with swelling or shrinking of the subgrade soils. Based on our experience with similar projects, slab reinforcement to distribute pressures associated with moderately expansive subgrade soils (that have been properly moisture - conditioned) would typically involve at least No. 4 bars, 24 inches ori -center, each way, and centered within the slab. Additionally, we recommend slabs be structurally integrated into the continuous perimeter footing with dowels consisting of at least No. 4 reinforcing bars, spaced 24 inches on -center along the perimeter of the slab. All dowels should extend at least 40 bar diameters into the slab and adjacent foundation. Slab Thicknesses and Strengths Concrete used for interior concrete floor slabs supported on expansive subgrade soils should be at least 4 inches thick and have a minimum 28 -day compressive strength of 2,500 pounds per square inch (psi). ;. It should be noted reinforcing and concrete guidelines provided above are intended to address S only expansive soils. Reinforcing and/or concrete parameters beyond those indicated above may be necessary to accommodate structural requirements of the project. Rock Capillary Break/Vapor Barrier Interior concrete floor slabs supported -on -grade should be underlain by a capillary break consisting of compacted, free -draining durable rock at least 4 inches thick, graded such that 100 percent passes the 1 -inch sieve and less than 5 percent passes the No. 4 sieve$. Further, a vapor barrier should be placed beneath all interior concrete floor slabs supported -on -grade which will be covered with moisture -sensitive floor coverings. This barrier may consist of a plastic or vinyl membrane placed directly over the rock capillary break. To promote more uniform curing of the slab and provide protection of the membrane during construction, sand, 1 to 2 inches thick, should be placed on top of the membrane prior to placing slab concrete. 8 In general, Caltrans Class 2 aggregate base (or other similar material) will not meet the gradation requirements provided above for a capillary break. Therefore, we recommend this material not be used for a capillary break beneath interior concrete slabs supported -on -grade. W �i� May 10, 1999 BMI Project No. 99S-143 Sand placed above the membrane may be moistened just prior to concrete placement to aid in curing. Concrete should not be placed if sand overlying the vapor barrier has been allowed to become wet (due to precipitation or excessive moistening) or if standing water is present above the membrane. Excessive water beneath interior floor slabs could result in significant vapor transmission through the slab, adversely affecting moisture -sensitive floor coverings. A capillary break and/or vapor barrier may not be required for some types of construction (such as equipment buildings, warehouses, garages, and other nonhabitable structures insensitive to water intrusion and/or vapor transmission through the slab). For these types of structures, the gravel capillary break and/or vapor barrier recommended above may be omitted and the slab placed directly on the prepared subgrade or other approved surface. In the event a capillary break and/or vapor barrier is not to be used, we should review the planned structure in order to assess the applicability of the approach and provide (if necessary) additional recommendations regarding subgrade preparation and/or support. SITE ACCESS ROADWAY General We anticipate the proposed facility may be accessed using a new, partially -improved roadway. Further, we anticipate a conventional surfacing material (such as asphalt concrete) would not be considered applicable due to cost and possibly other considerations beyond the scope of this study. Therefore, provided below are our comments regarding surfacing these areas with gravel. Note: Comments and recommendations provided below are intended to assist the project Civil Engineer in the design of a partially -improved roadway to service the site subsequent to construction. In general, we anticipate such use will involve infrequent automobile traffic. Recommendations provided below are not intended for the design of roadways to be utilize by cranes and other similar equipment during construction. If such use is anticipated, we recommend the project Civil Engineer prepare a design based on anticipated loads and other relevant conditions (which were not available at the time this report was prepared and completely beyond the scope of this study). Surface Drainage Areas to be surfaced with gravel, as well as adjoining areas, should be adequately graded to provide positive drainage such that surface water is not allowed to accumulate on or near areas intended to carry vehicular traffic. 19 r1lY1■ ■.wig May 10, 1999 BMI Project No. 99S-143 Subgrade Preparation Subgrade areas to be surfaced with gravel should be scarified to a depth of 8 inches below finished subgrade, uniformly moisture conditioned to between 1 and 3 percent above the optimum moisture content, and compacted to at least 95 percent relative compaction. Gravel Surfacing - Materials and Placement To provide increased subgrade support, dust control, and a wearing surface, we anticipate gravel (such as Caltrans Class 2 aggregate baserock or other similar material) may be spread and compacted over the area of the possible (or planned) site access roadway. Should Caltrans Class 2 aggregate baserock (or other similar material) be used, we recommend it be at least 6 inches thick. Baserock used as surfacing material should be compacted to at least 95 percent relative compaction. Depending on the frequency of use and vehicle loading, it may be desirable to underlay gravel surfacing material (such as Caltrans Class 2 aggregate baserock) with a geotextile stabilization fabric. The primary purpose of this fabric would be to reduce migration of subgrade soil into the baserock and redistribute concentrated loads, thereby extending the service life of this type of surfacing material. If a geotextile fabric is used, we recommend it consist of Mirafi 500X, Exxon GTF-200, or other equivalent fabric approved by the project Geotechnical Engineer. ADDITIONAL SERVICES We recommend Brown & Mills review final grading and foundation plans and specifications to evaluate that recommendations contained herein have been properly interpreted and implemented during design. Further, all site earthwork activities (including site preparation, placement of engineered fill and trench backfill, construction of slab and pavement subgrades, and all foundation excavations) should be monitored by a representative from Brown & Mills. Monitoring services are an essential component of our design services. Monitoring allows us to observe the soil conditions encountered during construction, evaluate the applicability of the recommendations presented in this report to the soil' conditions encountered, and recommend appropriate changes in design or construction procedures if conditions differ from those described herein. 20 0"M Ema0M May 10, 1999 ;t BMI Project No. 99S-143 rti i LIMITATIONS This report has been prepared in substantial accordance with the generally accepted geotechnical engineering practice as it existed in the site area at the time our services were rendered. No warranty is either expressed or implied. Conclusions and recommendations contained in this report were based on the conditions encountered during our field investigation and are applicable .only to those project features described herein (see section entitled: "PROPOSED CONSTRUCTION"). It is possible subsurface conditions could vary between or beyond the points explored. If conditions are encountered during construction which differ from those described in this report, or if the scope or nature of the proposed construction changes, we should be notified immediately in order to review and, if deemed necessary, conduct additional studies and/or provide supplemental recommendations. Recommendations provided in this report are based on the assumption that an adequate ' program of tests and observations will be conducted by Brown & Mills during the construction phase in order to evaluate compliance with our recommendations. The scope of services provided by Brown & Mills for this project did not include the investigation and/or evaluation of toxic substances, or soil or groundwater contamination of any type. If such conditions are encountered during site development, additional studies may be required. Further, services provided by Brown & Mills for this project did not include the investigation and/or evaluation of soil corrosivity. Depending on planned pipe types, bedding conditions, and other factors beyond the scope of this study, it may be appropriate to evaluate soil corrosivity prior to development. This report may be used only by our client and only for the purposes stated herein, within a reasonable time from its issuance. Land use, site conditions, and other factors may change over time which may require additional studies. In the event a significant period of time elapses between the date of this report and construction, Brown & Mills shall be notified of such occurrence in order to review current conditions. Depending on that review, Brown & Mills may require that additional studies be conducted and that an updated or revised report be .issued. Any party other than our client who wishes to use all or any portion of this report shall notify Brown & Mills of such intended use. Based on the intended use as well as other site - related factors, Brown & Mills may require that additional studies be conducted and that an updated or revised report be issued. Failure to comply with any of the requirements outlined above by the client or any other party shall release Brown & Mills from any liability arising from the unauthorized use of this report. 21 BMI PROJECT NO. ► UNIFIED SOIL CLASSIFICATION,SYSTEM IYV 1 C. -I JT MOV LJ 11Q UJCU i u IIVUIVA I C VUHUCMLINt SOIL ULAStiIh IGA I IONS LOG SYMBOLS AND DEFINITIONS LABORATORYFIELD STANDARD PENETRATION SPLIT -SPOON -4 % PASSING NO. 4 SIEVE SAMPLER (2 -INCH OUTSIDE DIAMETER) (ASTM TEST METHOD C 136) ' CALIFORNIA SAMPLER -200 % PASSING NO. 200 SIEVE (3 -INCH OUTSIDE DIAMETER) (ASTM TEST METHOD C 117) LL LIQUID LIMIT MODIFIED CALIFORNIA SAMPLER (ASTM TEST METHOD D 4318) (2.5 -INCH OUTSIDE DIAMETER) PI PLASTICITY INDEX ® BAG/BULK (ASTM TEST METHOD D 4318) R-VAL RESISTANCE VALUE (CALTRANS TEST 301) THIN-WALLED SHELBY TUBE El EXPANSION INDEX (3 -INCH OUTSIDE DIAMETER) (UBC STANDARD 29-2) VF WATER LEVEL COL COLLAPSE POTENTIAL (LEVEL ESTABLISHED AS NOTED ON LOGS) (ASTM TEST METHOD D 5333) SP SWELL POTENTIAL (under a specified load) WATER OR SEEPAGE ENCOUNTERED (ASTM TEST METHOD D4546) (LEVEL NOT ESTABLISHED) SL SWELL PRESSURE (no consolidation) (ASTM TEST METHOD D 4546) GENERAL NOTES: 1. Lines separating soil or rock strata on logs are approximate boundaries only. Actual transitions may be gradual and, in the case of selectively sampled -borings, may vary by as much as the sample interval. 2. In general, Unified Soil Classification designations were evaluated using visual methods only. Actual designations (based on laboratory tests) may vary. 3. Logs represent general soil conditions on the date and at the location indicated. No warranty is provided as to the continuity of soil conditions between individual sample locations. 4. Unconfined compressive strengths reported on the logs (if any) were obtained using a pocket penetrometer. LOG LEGEND PLATE PROPOSED COMMUNICATIONS FACILITY WEST CHICO, CA REGION #5 3 Iff"IfflelfflUffle"99S-143 BUTTE COUNTY, CALIFORNIA MAJOR DIVISIONS GRAVELS GRAVELS GW Well -graded gravels, gravel -sand mixtures, little or no fines COARSE- (LITTLE OR NO GP Poorly -graded gravels, gravel -sand matures, little or no fines GRAINED MORE THAN 50% FINES) SOILS OF COARSE FRACTION GRAVELS GM Silty gravels, poorly -graded gravel -sand -sift mixtures RETAINED ON (APPRECIABLE GC Clayey gravels, poorly -graded gravel -sand -clay mixtures NO. 4 SIEVE FINES) MORE THAN OIS SANDS SANDS SW Well -graded sands, gravelly sands, little or no fines GREATAL ER(LITTLE THAN MORE THAN 50% OR NO FINES) SP Poorly -graded sands, gravelly sands, little or no fines NO. 200 SIEVE OF COARSE FRACTION SANDS SM Silty sands, poorly -graded sand -gravel -sift mixtures PASSES (APPRECIABLE SC Clayey sands, poorly -graded sand -gravel -clay matures NO. 4 SIEVE FINES) FINE- ML Inorganic sifts and very fine sands, silty or clayey fine sands, clayey silts with slight plasticity GRAINED SILTS AND CLAYS CL Inorganic clays of low-to-medium plasticity, gravelly clays, SOILS LIQUID LIMIT LESS THAN 50 sandy clays, silty clays, lean days MORE THAN 50% OL Organic silts and clays of low plasticity OF MATERIAL MH Inorganic sifts, micaceous or diatomaceous fine sands or silts IS SMALLER THAN SILTS AND CLAYS CH Inorganic clays of high plasticity, fat days NO. 200 SIEVE LIQUID LIMIT GREATER THAN 50 OH Organic silts and clays of high plasticity HIGHLY ORGANIC SOILS PT Peat, humus, swamp soils with high organic content IYV 1 C. -I JT MOV LJ 11Q UJCU i u IIVUIVA I C VUHUCMLINt SOIL ULAStiIh IGA I IONS LOG SYMBOLS AND DEFINITIONS LABORATORYFIELD STANDARD PENETRATION SPLIT -SPOON -4 % PASSING NO. 4 SIEVE SAMPLER (2 -INCH OUTSIDE DIAMETER) (ASTM TEST METHOD C 136) ' CALIFORNIA SAMPLER -200 % PASSING NO. 200 SIEVE (3 -INCH OUTSIDE DIAMETER) (ASTM TEST METHOD C 117) LL LIQUID LIMIT MODIFIED CALIFORNIA SAMPLER (ASTM TEST METHOD D 4318) (2.5 -INCH OUTSIDE DIAMETER) PI PLASTICITY INDEX ® BAG/BULK (ASTM TEST METHOD D 4318) R-VAL RESISTANCE VALUE (CALTRANS TEST 301) THIN-WALLED SHELBY TUBE El EXPANSION INDEX (3 -INCH OUTSIDE DIAMETER) (UBC STANDARD 29-2) VF WATER LEVEL COL COLLAPSE POTENTIAL (LEVEL ESTABLISHED AS NOTED ON LOGS) (ASTM TEST METHOD D 5333) SP SWELL POTENTIAL (under a specified load) WATER OR SEEPAGE ENCOUNTERED (ASTM TEST METHOD D4546) (LEVEL NOT ESTABLISHED) SL SWELL PRESSURE (no consolidation) (ASTM TEST METHOD D 4546) GENERAL NOTES: 1. Lines separating soil or rock strata on logs are approximate boundaries only. Actual transitions may be gradual and, in the case of selectively sampled -borings, may vary by as much as the sample interval. 2. In general, Unified Soil Classification designations were evaluated using visual methods only. Actual designations (based on laboratory tests) may vary. 3. Logs represent general soil conditions on the date and at the location indicated. No warranty is provided as to the continuity of soil conditions between individual sample locations. 4. Unconfined compressive strengths reported on the logs (if any) were obtained using a pocket penetrometer. LOG LEGEND PLATE PROPOSED COMMUNICATIONS FACILITY WEST CHICO, CA REGION #5 3 Iff"IfflelfflUffle"99S-143 BUTTE COUNTY, CALIFORNIA • • co co 1 11 A w cmmo n n O O =mm CF)OX ZOnr Dmm 0 M C= Dmz -I r�n0. OO> z*om D czn --'i -n -a _n r m (D co w N DEPTH (IN FEET) SAMPLE TYPE ro 1 ICA "Of n °1 0 0 N z z p mm N OD m � A N m -+ S Sz0 0 m m c v' v m n i S G) m 0 A � coC CL m 0 D c � o 7C D �I r m F 0 m X x < D o 0 r j+ E NO. BLOWS/FOOT C`) v ? UNCONFINED COMP. Ln cn STRENGTH (TSF9 CS LETTER n r r SYMBOL n Vi L) p to D Un i 3 �� c 0 D m 4,"-.a, D Al r- m o o Qn '< o o cn `i 8 g ai 0-0 cfl 0 1 Z a 1 0 a m 0 3 cnn j O a 7 Al o c cn _ a � m i m m a =r n 0 i � D s DRY DENSITY (PCF) MOISTURE CONTENT • OTHER LAB TESTS SEE LOG LEGEND FOR ABBREVIATION DEFINITIONS n °1 0 0 N z z p mm N OD m � A N m -+ S Sz0 0 m m c v' v m n i S G) m 0 A � coC CL m 0 D c � o 7C D �I r m F 0 m X x < D o 0 r j+ t,—, j ALL STRUCTURES AND EQUIPMENTINCLUno"d OVEPHANOS SHALL BEC ROI= ALL EASEMENTS: A SET ACK OF A�T FROM THE SIDE AND ��Aa. FROM THE ?TEAR PROPERTY LINES AND �_ FT. FROM THE ROAD CENTERLINE SMALL BE CLEAR OF STRUCTURES AND EQUIPMENT EXCEPT FOR A 2 FT. EAVE OVERHANG. G w m r IF a � riJ: atO Xarov �- X?GC.Z^! xrao.5 X=. Xra:d "' axsn FENCE is 150' FUTURE WILLIAMS 1 1 s X= m ; COMMUNICATIONS X.2 SLAB ------- --- ------`----------- ------------- .y X=" (� FUTURE WILLIAMS X'_ lTj ; COMMUNICATIONS �. 1-1 '---------- SLAB -----------1 Parcel Map 1 50-73 V FUTURE WILUAMS �j COMMUNICATIONS • -<aa 1 SLAB ------------------------ 1 1 x�de36d ' W x�_ es' . 100, . . 15' , �o . WILLIAMS9 COMMUNI'. NGPART :O L CONCRETE PAD :;. p� n ^\ GRAVELED AREA .O ::::::: •c :.::: ...... :::. FENCE x=@"' ::GATE x�ax Parcel Map 18' 40' :8' 10' I a Lu: ' i W • OFP CRGGG5E7 AGM r IjJ F = 1 X:Sa.rD OF 11e C.Z • Tq _. s r._ N. 5 '17_d'E'+N s ® Site Plan .T��7����,FpE� �� JAI is (Y _j IN COOK a OF 119. AT 7•Yc 13.2C^ 5c: el•—c COU\TY. '. 0 ::'.'. �. W 1' Ill ii (y 0 W 1 Fau ALSO CZ�.W A FOs'ON CF -1,4E 3%Wl OF 55C7.0.1- 7. TOWN>I. W = PMT I 6" H =;i 22, Gr , a w ::a=T, r�.e.-.. IN T+e w�,vice anZN J N r �;i �Ui Vii. a ��l : ILL = I� 0' S' 15' 35' 75' :• > •:•::' ' LL 1 LL it y`CONTOUR INTERVAL; ONE-HALF FOCT • --wL Iwe.. 1 -Cm. Co. 9U0V'Y0R9 NOTES: t. �aeamra xum a nwL m e 0.ec<•e 6 9'. rccc.eee m 9ml 3'?. �T C3. Qemw er Zr. re C- ca , b. s, Vvrcci LT. '. ibLb T LA 3'�AO fM ^ af'[ S�uneLrCF'CT!:9 :Y^' LTvn 'af[Or_ 3. Tm Sanxres rrw.r. Iwe[n arc xaeE Q <a 7ecere 4 5m+<..ex.tied ar 9x'.'37. Po W. s. T,a eao ,.L rxamy :eon ct m La 7LT* +�--.ep w.. -.aro dny xrrr..[n ae Cw!a ee :c -mets .r. r acmr.; ncre.•ei crsinge. s. T!c a rsjevmirci b1G wC Nw a rgn mw tamam, �[ -e e. meas dirty Ca,F7 to moody R peaG`�e aTFCGM nar,�re er w[ ccc erecerr. 8 Ne e:n[r :+atry rw nv:v0 Fr ift ,1•.vG GEN Car. i 3m rnL 9ecneari •.sa Pyr ao+ nwmr[y X_ alto-rmc�e Nacror� e'rca*ee [.ti..am. Ross & McClure Architects ..:':':':':'. ...... ji j[i 498 OR (980)SM7M) Fa Iw eeecaee 16'W �i>a C. LEDCOR INDUSTRIES. LIMITED GATE PACIFIC P I P e a L I M k 3O :s[" FENCE ((&19) 'Communications Group CHICO SITE Job No: sex.O, BUTTE COUNTY CALIFORNIA Drawn By: 0U 2C W GRAVEL DRIVE SITE PLAN Date: :uNEa,� ' TO TOKAY RANCH RD.::::;:;:;:::• U.S.BUILD COMMUNICATIONS CARRIER SHELTERS AND UTILITY MODULE Drawing No. :mm: -------------- Tokay Ranch Road s� O �;�•�..�• Lta `� 9U0V'Y0R9 NOTES: t. �aeamra xum a nwL m e 0.ec<•e 6 9'. rccc.eee m 9ml 3'?. �T C3. Qemw er Zr. re C- ca , b. s, Vvrcci LT. '. ibLb T LA 3'�AO fM ^ af'[ S�uneLrCF'CT!:9 :Y^' LTvn 'af[Or_ 3. Tm Sanxres rrw.r. Iwe[n arc xaeE Q <a 7ecere 4 5m+<..ex.tied ar 9x'.'37. Po W. s. T,a eao ,.L rxamy :eon ct m La 7LT* +�--.ep w.. -.aro dny xrrr..[n ae Cw!a ee :c -mets .r. r acmr.; ncre.•ei crsinge. s. T!c a rsjevmirci b1G wC Nw a rgn mw tamam, �[ -e e. meas dirty Ca,F7 to moody R peaG`�e aTFCGM nar,�re er w[ ccc erecerr. 8 Ne e:n[r :+atry rw nv:v0 Fr ift ,1•.vG GEN Car. i 3m rnL 9ecneari •.sa Pyr ao+ nwmr[y X_ alto-rmc�e Nacror� e'rca*ee [.ti..am. Ross & McClure Architects 1223 Commercial SL Bellingham, WA (980)SM7M) No. Revision Date By Accepted LEDCOR INDUSTRIES. LIMITED FIBRE OPTIC CABLE PACIFIC P I P e a L I M k WORLDWIDE FIBER. Williams ((&19) 'Communications Group CHICO SITE Job No: sex.O, BUTTE COUNTY CALIFORNIA Drawn By: 0U Checked By: sae SITE PLAN Date: :uNEa,� Issued For: 9RE E FOUNDATION orr U.S.BUILD COMMUNICATIONS CARRIER SHELTERS AND UTILITY MODULE Drawing No. — V �ly1 �I l Il CAISSONS C SSON5 CJN9FiO..IS IT -4 V7 1r -A V7 Tr -4 V7 n'.L V7 CN550N'S CNS NS Architects CAISSONS CAISSONS E PINS $ NS c a S RNIB E PINS 1 DIMENSIONS 6/02/9 GKJ No. Revision Date By Accepted LEDCOR INDUSTRIES LIMITED — n'.41r7 T -TI v7 CHICO SITE, BUTTE COUNTY CALIFORNIA Job No: saSBDa Drawn By: Cw Checked By: RCR FOUNDATION Date:Jtwe n. S" Issued For: EMS FOULCIATON. PERMIT - U.S.BUILD COMMUNICATIONS CARRIER SHELTERS A2-1 AND Drawing No. UTILITY MODULE I F J #5 REBAR a, TT BSA it h 49 RESAR ®17 BLL 1, 44 REBAR IF 12' BIA i 30' 0 (rm I UNE OF MODULE ABOVE EDGE OF MAT SLAB Cyd 0+_ REMOVABLE SIDEMOUNTEO KANDRNL CrM NON•SUP GALV. 0"TING SERRATED TOP BORDEN \1 TYPE Ti' OR EOLAL ErM n Foundation Plan ' { I 42 f L1-� L n'a V2' J I 06t 2 a' y 24'W.S. OF .x S'6' LG 1 I l I CONCRETE. ROW. -%9D 44 (L 4 C>SSONS i PINS IL ® BOTTOM i VINYL FACED 50,0001b. CASSONS S PINS CA199ON5 i PINS { 8.790 LB SEISMIC GVS501•!5 E PINS CB x n3 SAW. STEEL TYPE X GYP (IAJFACTOR®) I 1 50.0001b. VERTGsL I STRNGER EACH SIDe VINYL ME OVER4S REBAR (UNFACTORED) SUBFLOOR OAR 0 3'. S x 3.3/8' DEEP I I T -n V7 7 CLEAR ON TOP REINF. ^ PLYWD SUM vo HOLE N SHELTER EASE FUTURE CAISSON I 6 DRNN ROCK A ;z / 2 \ Stairs SLAB FILL EL GEL EPDXY —� ' 49 REBAR ® OvF1t 17 GR/W. B' !!! 111 NAIL TO 2x4 JOISTS �- �i GROUT BEFORE ° o RNL41 GRADS I I I —.- 000 —PL17 BLL E LPDER M7DULE9 A2 �—� F--� J a AIRFLM III, w ° ° NrEOPiSNB DAD _-- __ _-- I _-- —_ •6 _ -- d' 18ujA• _---___—__ 1 n 0° p 0 B O C, R.n BATT INSUL ° I �j I e ADD EXTRA 43 BAR HOOP DES4CN LOADS AT TOP OF m CA499ON SUPPORTING 2 UNITS 90,0004 VERTICAL m 8.7304 LATERAL (9E1amc) d e L 4'.D' 0 n Caisson Section A2 01 G' T7 24' Tx 3'x 3M GALV. IS LOCATION RN WELD TO GAIN. STEEL �r• s <3 CLEAR ON BOTTOM REEF. W. 36V x W GALV.—_—_�—_---_ STEEL;L 12'. 17 x 1-V7 THICK 6 GRAN, 'A'.1Y GRAHL 8' GF.OfEXTLE FABRC DEFM AS SPECIFIED B RUBBER PAO HARDNESS COMPACTED (OUTSDa OF MATAREA) GEOTECHNICAL ENGINEER SO DURDMI'TER - MIN BEARING CAPACITY _ I= PSF (G GRANULAR BEDDING yup 7 Z AS VERIFIED BY GEOTECHNICAL. ENGINEEER 01OOM SFO OU�� C�� " t :.::72V4'0 x6NWELD O 4 Foundation Section BdI�D�NG ©EP�RT>�1Ei LOCATION FIN NG CTO GALV. STEEL R A2 �--L� 3' 0 x 6 DEEP HOLE N 016 T 2 4' FILLCENTER/ OF C.NSEPDXY 0 HOL OPTIONAL EXTRA STRAP APPPOVF—r) RLL W/ EPDXY GROUT � ppLDppWlyy LNT}I BEFORE SETTING. 2 V4' O x 6 LONG FOUNDATION E PIN ANGOR BOLTS GALV LOCATION PN I — M' x 3/4' x W WELD TO GALV. STEEL R I GALV. STEELE FINISH GRADE I 3 -T x 3 -3/8' 510 x 6 DEEP NOLe IN 3010 SON07LSE IN CDMR OF CAISSON i i �TER�BASE SLAB t ----------------------------T FILL WITH EPDXY GROUT 3 COVER BEFORE PLACING PIPE III t. W. 3 H GAW I I WELD LOCATION PIN ORLLED CONCRETE FOUNDATIONI 'P. - I'I I I TOLGALVCH . STEEL WITH GALV. I I PAjNT REBAR VERTIC,-L -4S.TM� I I � ISI I �}H0.TER I I Co 43 RESAR 0 BOTTOM I I z I I 3''01' I I Iw •, — c�.`F ._. — —•—•--T r--- --- _Ct C♦. I IF NO SITE SPECIFIC GEOTECNNICA.L a I I I V4' PFR Foot I I I j ,. _ RENEW IE CASSON DESIGN ELAS BEEN p PERFOR'IED. CNSSONS SHALL. BE a I III ^^ ,$,a OAK i EXTEND TO &-a BELOW U GRADE ffoR LATERAL SUPPORT) r - I I 1 I OGC. SLAB GRADE ON GRAPE a: e Sex AF GAP n Caisson Plan _ A2 O' G' 17 24' WHERE BARRIER{REE I I ACCESS 19 REMPZO Foundation Section A2 act 4 2 2 a• AUGNIHENT PL S NEOP. PAO Ross & McClure Architects 1223 Commercial St. Bellingham, WA (380)878-7733) 1 DIMENSIONS 6/02/9 GKJ No. Revision Date By Accepted LEDCOR INDUSTRIES LIMITED FIBRE OPTIC CABLE CHICO SITE, BUTTE COUNTY CALIFORNIA Job No: saSBDa Drawn By: Cw Checked By: RCR FOUNDATION Date:Jtwe n. S" Issued For: EMS FOULCIATON. PERMIT - U.S.BUILD COMMUNICATIONS CARRIER SHELTERS A2-1 AND Drawing No. UTILITY MODULE I Ledcor ! dustrie, Fiber optic regeneration communications Shelters General Contractor: Ledcor Industries, Inc. Design Codes: 1991 Uniform Buliding Code 1991 Uniform Mechanical Code 1998 National Electric Code Structural Design Loads: Rod Live Load so psf Wind Load 90 mph, Exposure D, Importance *Essential" Seismic I cad Zone 4, R+4.s, Soil Classification "SE" Importance 'Essential' Floor Live Load Carrier module: 200psf general, 400 pst for 4Sf x Loft area at rear of modulex 1991 Uniform Building Code Compliance: Occupancy Classification B-4, Dower plants Actual Occupancy NONE Not Intended for daily human occupancy Construction Type Y -i Setbacks Greeter then W-0" to property lines An FM -200 automatic fire supressfon system Is to be Installed at the factory In all shelter. All materials and equipment within or fixed to the factory -assembled precast concrete shelter modules are Installed In the factory. Foundations, eftewortc and other star. outside of the shelters are Installed on site under the Jurisdlctlon of local building officials. CALIFORNIA SET ONLY HALF SIZE DRAWINGS.: ALL SCALES ARE REDUCED 50% Ltd. LIST OF DRAWINGS COVER COVER SHEET + INFO' U A-1 UTILITY SHELTER PLANS, ELEVATIONS, SECTIONS U A-2 FOUNDATION OPTIONS U M-1 UTILITY SHELTER, MECHANICAL U E-1 UTILITY SHELTER, ELECTRICAL C A-1 10'X12' CARRIER PLANS, ELEV'S, SECT'S C A-1 10X16' CARRIER PLANS, ELEV'S, SECT'S C A-1 10'X 20'CARRIER PLANS, ELEV'S, SECT'S C M-1 CARRIER SHELTER, MECHANICAL C E-1 CARRIER SHELTER, ELECTRICAL Ross & McClure Mercer Island WA Project Architect: Ross & McClure Architects, PLLC Bellingham, WA Architect of Record:Larry Kwiatkowski, AIA Bellingham, WA Structural Engineer: Geiger Engineers Bellingham, WA Mechanical Engineer: The Rice Group Lynnwood, WA Electrical Engineer: A.W.A. Consulting No. Revision Date I By I Accepted B Lynnwood, WA Design Codes: 1991 Uniform Buliding Code 1991 Uniform Mechanical Code 1998 National Electric Code Structural Design Loads: Rod Live Load so psf Wind Load 90 mph, Exposure D, Importance *Essential" Seismic I cad Zone 4, R+4.s, Soil Classification "SE" Importance 'Essential' Floor Live Load Carrier module: 200psf general, 400 pst for 4Sf x Loft area at rear of modulex 1991 Uniform Building Code Compliance: Occupancy Classification B-4, Dower plants Actual Occupancy NONE Not Intended for daily human occupancy Construction Type Y -i Setbacks Greeter then W-0" to property lines An FM -200 automatic fire supressfon system Is to be Installed at the factory In all shelter. All materials and equipment within or fixed to the factory -assembled precast concrete shelter modules are Installed In the factory. Foundations, eftewortc and other star. outside of the shelters are Installed on site under the Jurisdlctlon of local building officials. CALIFORNIA SET ONLY HALF SIZE DRAWINGS.: ALL SCALES ARE REDUCED 50% Ltd. LIST OF DRAWINGS COVER COVER SHEET + INFO' U A-1 UTILITY SHELTER PLANS, ELEVATIONS, SECTIONS U A-2 FOUNDATION OPTIONS U M-1 UTILITY SHELTER, MECHANICAL U E-1 UTILITY SHELTER, ELECTRICAL C A-1 10'X12' CARRIER PLANS, ELEV'S, SECT'S C A-1 10X16' CARRIER PLANS, ELEV'S, SECT'S C A-1 10'X 20'CARRIER PLANS, ELEV'S, SECT'S C M-1 CARRIER SHELTER, MECHANICAL C E-1 CARRIER SHELTER, ELECTRICAL Ross & McClure I. airy S. Kwiatkowski Architects AIA Arehileet of Record 1223 Conmerdai sit. Bsftghem, WA (360)676-7733) 1908 to. Dr. BeUiogbam. WA (160) 733-2215 1. CALIF. suamITTAL 3 zww No. Revision Date I By I Accepted B LEDCOR INDUSTRIES LIMITED FIBRE OPTIC CABLE COVER SHEET Job No: ease Dnm By: RCR U.S. BUILD COMMUNICATIONS R.Ross Checked ey: Date: . %°f °° Issued For. cotamucnoN UTILITY & CARRIER SHELTERS DraWng No. COVER OTOTBtT LRR6CNG R+'P� L,1r1&11w'rx�' TYP. EDGE vs FWORLDWIDE 0 FIBER STAMPED SIGN DETAIL ^, 6• W FDR� ARAM 1 i( y ) . 200 P5F DE615N L1D1-O 7 UTILITY MODULE FLOOR FRAMING /CALd V4•.TO 7.7%3' -VZ fill -1? T3 %7 Ta g II I TTO e —6 s FINSH. LAST FN!!N, T•P1CAL %kcvZomae SIGN ST N CON- WALL, SRR DET.VL MEDIUM S/NG8LA6T mmsH, TYpCAL. CAM SHW U N _ LOOK Bac .. 8v4N4 SWO34• FOUNDATION OPMONG 6E9SHWUA.2O0tAA-1 OPNO UTILITY MODULE FLOOR PLAN ALTERNATE 4' w DOOR V4• . T -a ea 314' 3-3 WS 4W V-57/6 GAP CON- OR'Y I;! I UGNT BOX 3 VW.! 7-V7 tr II 7.1? OPNK; Ta 318• D" WOOD MR rla 7.7 ' 3. DEL BOX ♦ CLEAN -U t 819 2 MINOR REVISIONS 11AB WTM Q." BATT INS. - 40%70 ❑ 5 X/B HIMDOOR ya• F1RR RRTAf2p, PLANS & ELEVATIONS TBYMI By: RCR D r 3 3/ iREA7TiD FNISH e Da1e: 25 SEPT ft r• PLYWOOD W/ /m 301 1,V& OW SCREW 7 Cw SDREW6 .I v7 op -bE'CEft!6$S._ BACK am 2 Va• 9 F � h o 'f 4 'F�1 ' PLAbT�tS AT 'I 510EWALLS n T SLOPE FR".NT TO BACK r'rN 7 T+K AT BACK EDGE m to SANK AT 7 WALLS ROOF IM CANESS VARMS FOR SLOM vlWn FACED TYPE X GYP. BD. C6wNG SCww TO WOOD FRAMNG W/ 1316 OW SCREWS a 17 OG SIML.AR AT WALLS ZW WOOD STLDS, 1g OC. WALL FRMING TO BE SH� TIGHT TO CONO2m STRUCTURE AV00 CAMAGE TO NR FLA . SCREW T4 t0H SS PLYWOOD SUBFLOOR TO BOTTOM PLATE TIROUCH SUSPLOOR TO WOOD FLOOR FRA"4 %W N 3 FRAYINO SCREWS 3/e AC W494 PLYWOOD 90tew TO WOOD WALL FRAMNIG WTM T FRM7NG SOWWS AT W O. - 2X4 WOOD FLOOR FRAMNG, 18'OL TO Be LOOSER AD ON C.ONCREM STRUOT.RAL FLOOR AVOD CA^^LW TD NR ALM. 7 TYR OVFm/MG AT END WALLS UTILITY MODULE SHELTER ROOF PLAN SCILE I.W. TO MEDRA+ 9ANOBLAST n u \ t 4 ECA ELS a Ll3 TEfB.. :1 m L— Tr -334' T. 33/S S 3✓�C-T GAP 1 1223 Co - m al St "Ifthut% WA V D" WOOD MR rla CABLE TRAY 3. DEL BOX ♦ CLEAN -U t 819 2 MINOR REVISIONS 11AB WTM Q." BATT INS. - (SER ELficr, 9) LEDCOR INDUSTRIES LIMITED FIBRE OPTIC CABLE UTILITY MODULE ya• F1RR RRTAf2p, PLANS & ELEVATIONS TBYMI By: RCR D r 5/8' VINYL PACED iREA7TiD FNISH U.S. BUILD Da1e: 25 SEPT ft YP TYPE X G, BD. WITH PLYWOOD W/ UTILITY MODULE 1,V& OW SCREW 7 Cw SDREW6 .SHELTER U A 1 A 17 O.C. AT POWER MOD AT CARRIER MOO 94 WOOD FRAYING WIT/ 0.T BATT �� Cow- sm WALL TIK VAMS 2-v7 HPL TO 41 � O WTH RTI BATT NSLI� z� SFl V7X 47 X4 I Z n NIECPG9 N2 PAD 1 COWL CMEf..ON 3Q ff MN. 7 COKCRS TE W/ SEALER FLASH Uv7 SLOPE FROM TO REAR AR %, ER RT BATT M/SLLA'nON VALOR S AMER 2.4 WOOD . =STS a W. oc %AV VNYL FACED TYW X GYP. BD. WITH Lyg CW SCREWS TS O.C. 2 v7 M.N. CONCRETE SORWALLS 4' CGNCPLIM ENOWALLS PS CON- , ONE HR) AR BAFOZM RTI BATT MSL.L WTI VAPOR M-4WER 2.4 WOW STLCS 0W— %I& VNTL RN6H.FAGED TYPE X GYP. BD. W/ USW OW SCREWS Q O.C. • ECCW-S IS O. - NF ED 973 T7 . Q .M* NDUBLE. SOLD VINYL TLE OR C42 - M GRADE SHEET VNYL W/ STATIC 0*9 PATH! AC"ESNR vb PLYWOOD FLOOR LN001LA1?-ENT S/8• PLYLV=7O TW SUSFLOOR 2A wO170 J=STS 016 m Rn BATT NSULATON AR BARRER 3 CONCRETE STRIK.TURAL (46 MINUTE FRE RATNM Sea SHOP CWGS FOR RRNF. TO SUR Et2LAP. LOACS FLOOR :AP 690UNOING COPPeR TAPE Rt~'o AT SHORT SPAN AT V4 PONT9 OF SHELTER E AT BOT/ POS L MNA STATIC OSSPATNR ARABS" COORAND 1WtDWARE 16 &N" C✓LV.. Nc TED HOLLOW r' AL DOOR E FP.^&g R✓<QATE SLZ Cj0 . 747) (LN1b48 NOTD OTIC O.STOM ME9_.ED STEEL FR -ME AND HOLLOWS METAL 00029 COOK FRAhR 1NIQ L3/n RACE 1314' .wi& -%aw TYPE 76 GA. HINGES HANGER 1 V2 PAR PBt LEAP HING! IM 8914 V4 . s SH 630 STANDARD DUTY VANDALPROOF DEADBOLT 9CK AQ9 8783 RNSH 626 CAW L- CORE LATCHl T 904LA a LEKR TYPI MODEL. Db, RHOMS. PNISH WO MARNER,FWM DOOR SWEEP 0938.3c 628 COOK CLOSM 1480 SPRNG N CUSI 828 THRESHOLD Cr 20(A.38' 828 WEATHER STplppMG SET WEATHERS 6TWP W20V. TT 628 DRP CAP DS 1880 98• A ALARM CONTACT won GAP 10=7.85 DOOR CAo - STM TOP CAP NSPItT PROVIDE LOCK BOX FRONT ELEVATION SIDE ELEVATION REAR ELEVATION ALTERNATE 4'w DOOR SCAE V4'. T47 SCALP vv.ra 3/4 GAP 1 1223 Co - m al St "Ifthut% WA (360)876-7731) D" WOOD MR rla CABLE TRAY 3. DEL BOX ♦ CLEAN -U t 819 2 MINOR REVISIONS 11AB WTM Q." BATT INS. - (SER ELficr, 9) LEDCOR INDUSTRIES LIMITED FIBRE OPTIC CABLE UTILITY MODULE am No: PLANS & ELEVATIONS TBYMI By: RCR D r 5/8' VINYL PACED Lt4STRUT U.S. BUILD Da1e: 25 SEPT ft YP TYPE X G, BD. WITH (EEE ELECT. OWG9) UTILITY MODULE 1,V& OW SCREW D,.ng No. .SHELTER U A 1 A 17 O.C. L3r . 3 . V4 GALV. (COMA AT CARRIER MOO SUPPORT AT BOTH ENCS OF LN5TFLIT UTTY r.00LLe RI �� O, Y.N 2Xa WOFRAG / WTH RTI BATT NSLI� V7X 47 X4 I NIECPG9 N2 PAD 1 COWL CMEf..ON CRNN ROCK ORTIO►lr _____ _________� I I FMyi01K101K1=40 GRADE __ S62 U.A.2 OR MI Typical Building Section SCALE V7. r . O NOTES 1. THUS CRAWNG RELATES TO PRECl5T '1NG STRUCTLRS Y AND RA8RYATON ONLY, 2 STVUCTL.FtAI C 9GN - o) THE STRUCTURAL C>E9RICA.T GW AND FA8CN OF ETE THE PW<AST CONCR SMELTER CLG ROOF WALL AND MOOR MEY'EEilS SHAT 001'70.7 WTH THE 997 UN/ORM BLARING 001.E b) FCL PCATION SLPPORT TO BE CESIGW® ANDOR VERYW BY A PROFESSIONAL ENC."M UCEfKfC FOR THE LOCATION OF THE SMELTEN R STALLATICN, AND N= C'PUA.%KZ WITH M APPROVED SHOP RHWINGS. c) PROVICR A PERPLMEXT SIGN N TH R SHELTER STATING T 9 CESIGN LOACS. STRUC7URAL STM N CONTACT WTTI SOL TO BE PAWED WRH EPDXY AS 5PECFW. ALL EXPOSED STEEL WORK TO 8E HOT -OP GALVAN= AFT6t FABRICATION. 3. BLAdIO NG TRANSPORTATION - UN FTG BRACKET DETAILS TO BE SHOWN ON MANUFACMAERS SHOP CRAWNGS. Ross & McClure Architects 1223 Co - m al St "Ifthut% WA (360)876-7731) 3. DEL BOX ♦ CLEAN -U t 819 2 MINOR REVISIONS 11AB 1. L&I RESUBMIT 112198 No. Revision Date By Accepted B LEDCOR INDUSTRIES LIMITED FIBRE OPTIC CABLE UTILITY MODULE am No: PLANS & ELEVATIONS TBYMI By: RCR D r Checked By:. RACB8 U.S. BUILD Da1e: 25 SEPT ft COMMUNICATIONS Issued For. CMST WnON UTILITY MODULE D,.ng No. .SHELTER U A 1 INSTALL SIDE -INLET RESIDENTIAL MUFFLER SUPPLIED WITH D. GEN. CONNECT TO ENGINE WITH 18' LONG STAINLESS STEEL FLEXIBLE CONNECTION ALSO SUPPUED BY DIESEL MANUFACTURER. INSULATED WALL THIMBLE— SILEX HIMBLE—SILEX 1 1/2'0 FUEL TANK —+ VENT WITH INSECT SCREEN TERMINATE 2.1m AF.G. 48'.18' _ EXHAUST HOOD C/W BIRDSCREEN 36'.30' N.C. UM1 INSULATED OPPOSED BLADE EXHAUST DAMPER EXHAUST H000 C/W 81RD SCREEN J EXHAUST FAN EF -2 C/w 18'x18' MOTORIZED EXHAUST DAMPER LEGEND : ® HEAT DETECTOR ® THERMOSTAT LSjQ HORN/STROBE LIGHT 8 BELL FIRE ALARM PULL STATION 0 AND ABORT STATION WALL THIMBLE EXHAUST PLENUM---' TURNING VANES J 120V AC • USE GALVANIZED STEEL PIPING UTILITY ROOM NOTES: FOR VENT AND EXHAUST ALL MATERIALS AND EQUIPMENT TO BE UL APPROVED. VERTICAL SECURITY DESIGN OF HEATING/VENTILATING SYSTEM IS AS PER LATEST ASHRAE GUIDELINES. BARS k FRAME 24'K24' FASTENED WITHIN N.C. INSULATED CONCRETE WALL (tea MOTORIZED DAMPER 000 30'x18" DESIGNED BY PC INTAKE HOOD DRAIN VALVE C/W BIRDSCREEN DIESEL GENERATOR E4- ENGINE MOUNTED DIESEL GENERATOR CCNTROL v PANEL AD -2 THE EXTERIOR TERMINATION POINT. ® MD -I SUPPORT EXHAUST PIPING FROM STRUCTURE ABOVE WITH SPRING HANGERS AND ROOS. D-3 FLEX DIESEL GENERATOR VENTILATION DAMPER CONTROL POWER TO BE ON ONLY WHEN 5 44— UMl 8. 30'.18 n -r INTAKE HOOD C/W BIROSCREEN 9. 24'.24' N.C. INSULATED MOTCRIZED DAMPER 5 Kw ELECTRIC UNIT HEATER CHROMALOX OR OUELLET IZOV COOLING 3/4'0 SCH40 24OV/1 PH/60 HZ THERMOSTAT C/W BUILT-IN T -STAT AND WALL BRACKET. 11. UNIT HEATER TO AUTO -DISCONNECT FLOOR PLAN WHEN DIESEL GENERATOR IS RUNNING MECHANICAL PROVED WITH INTEGRAL DISCONNECT SCALE 1 : 50 SEE UNIT HEATER INTERLOCK DIAGRAM ,Ill) � I 111 GRADE DUAL WALL FUEL TANK 120 U.S. GAL 1 SECTION UMl SCALE I : 50 24".24' N.C. INSULATED MOTORIZED DAMPER 30"x18' INTAKE HDOD C/W BIRDSCREEN EXHAUST AIR EXHAUST D3 MD -3 N.C. 2 C. I ZOV AC .� R DRY CONTACT FROM O/G CONTROL PANE SEQUENCE OF OPERATION I. UNE VOLTAGE COOLING THERMOSTAT 12' ACTIVATES EXHAUST FAN EF -2. EXHAUST DAMPER MD -4 AND INTAKE DAMPERS M071 AND 2 (VIA 24V TRANSFORMER 'B') TO MAINTAIN ROOM TEMPERATURE WHEN DIESEL IS OFF. 2- WHEN DIESEL GENERATOR STARTS. RELAY 'R' AND OUTSIDE AIR DAMPERS (INTAKE AND EXHAUST) OPEN FULLY. Z7 _ 3. RELAY TY.CONNECTS INTAKE DAMPERS TO DIESEL ENGINE VENTILATION MODE AND DISCONNECTS - THEM FROM STANDARD VENTILATING MODE. . 4. WHEN DIESEL STOPS ALL DAMPERS RETURN TO THEIR ORIGINAL POSITION. DIESEL GENERATOR ROOM TEMPERATURE & DAMPER CONTROL SCHEMATIC EXHAUST — FUEL TANK' VENT W/ 1BO' ELBOW C/W SCREET GRADE REAR ELEVATION SCALE 1 : 50 HAUST IOD n INTAKE HOOD GRACE FRONT ELEVATION SCALE 1 : 50 1 SIDE ELEVATION UM1 SCALE 1 : 50 DRY CONTACT FROM ATS PANEL 120V AC THERMOSTAT .UNIT HEATEOrn R• UNIT HEATER INTERLOCK DIAGRAM UTILITY ROOM NOTES: ,. ALL MATERIALS AND EQUIPMENT TO BE UL APPROVED. 2. DESIGN OF HEATING/VENTILATING SYSTEM IS AS PER LATEST ASHRAE GUIDELINES. •I' 11' , lel NO REVISION DATE BY ACCEPTED BY 1 DATE THE ROOM AT 64F WITH AMBIENT TEMPERATURES OF -407 DIESELGENERAT. INTERLOCK THE UNIT HEATER (VIA THE TRANSFER SWITCH) SO THAT THE HEATER IS 000 DISCONNECTED WHEN THE DIESEL GENERATOR IS RUNNING. SEE UNIT HEATER DESIGNED BY PC INTERLOCK DIAGRAM. EXHAUST REMOVE VENT CAPS FROM BASE MOUNTED DIESEL FUEL TANK AND EXTEND VENTS ELECTRIC METER HOOD LOCATION TO SUIT LOCAL 5. v ELECTRIC UTILITY THE EXTERIOR TERMINATION POINT. REO'S SEE ELECT. OWC. UEI 5. SUPPORT EXHAUST PIPING FROM STRUCTURE ABOVE WITH SPRING HANGERS AND ROOS. ' 7. DIESEL GENERATOR VENTILATION DAMPER CONTROL POWER TO BE ON ONLY WHEN REAR ELEVATION SCALE 1 : 50 HAUST IOD n INTAKE HOOD GRACE FRONT ELEVATION SCALE 1 : 50 1 SIDE ELEVATION UM1 SCALE 1 : 50 DRY CONTACT FROM ATS PANEL 120V AC THERMOSTAT .UNIT HEATEOrn R• UNIT HEATER INTERLOCK DIAGRAM ' These drawings, specificotions and information contained therein are the sole property of Ledcor Industries Limited. These drawings and specifications may not be reproduced or the Information contained therein copied, in any manner, without explicit written authorization from Leader Indus Vies Limited. ' UTILITY ROOM NOTES: ,. ALL MATERIALS AND EQUIPMENT TO BE UL APPROVED. 2. DESIGN OF HEATING/VENTILATING SYSTEM IS AS PER LATEST ASHRAE GUIDELINES. 3. THE ELECTRIC UNIT HEATER IN THE UTILITY ROOM HAS BEEN DESIGNED TO MAINTAIN NO REVISION DATE BY ACCEPTED BY 1 DATE THE ROOM AT 64F WITH AMBIENT TEMPERATURES OF -407 (TAKE INTERLOCK THE UNIT HEATER (VIA THE TRANSFER SWITCH) SO THAT THE HEATER IS 000 DISCONNECTED WHEN THE DIESEL GENERATOR IS RUNNING. SEE UNIT HEATER DESIGNED BY PC INTERLOCK DIAGRAM. 4. REMOVE VENT CAPS FROM BASE MOUNTED DIESEL FUEL TANK AND EXTEND VENTS ELECTRIC METER WITH PIPING TO OUTDOORS AS SHOWN. LOCATION TO SUIT LOCAL 5. INSTALL A CAST IRON MUSHROOM TYPE VENT CAP EQUAL TO OEM MODEL 4024 AT ELECTRIC UTILITY THE EXTERIOR TERMINATION POINT. REO'S SEE ELECT. OWC. UEI 5. SUPPORT EXHAUST PIPING FROM STRUCTURE ABOVE WITH SPRING HANGERS AND ROOS. ' 7. DIESEL GENERATOR VENTILATION DAMPER CONTROL POWER TO BE ON ONLY WHEN DIESEL IS RUNNING. SEE DIAGRAM. - - - 8. EXHAUST FAN EF -2. COOLING THERMOSTAT AND INTAKE DAMPERS TO OPERATE ON NORMAL POWER FOR SUMMERTIME VENTILATION. CONTROL CONTRACTOR TO PROVIDE ALL NECESSARY DEVICES TO ACCOMPLISH THIS SEQUENCE. SEE DIAGRAM. 9. DUCTWORK AND DUCT INSTALLATION SHALL BE AS PER SMACNA STANDARDS. DIESEL DISCHARGE DUCTWORK TO BE FABRICATED FROM 16 CA GALVANIZED SHEET METAL WITH WELDED JOINTS, USE A GALVANIZING PAINT TO TOUCH-UP WELDS. HOODS SHALL BE FABRICATED FROM 15 GA GALVANIZED SHEET METAL WITH STANDARD FOLDED JOINTS. 10. MOTORIZED DAMPERS TO BE TAMCO SERIES 9000 INSULATED EXTRUDED ALUMINUM FRAME AND BLADES OR APPROVED EQUAL PARALLEL BLADE FOR 2 POSITION. DAMPER MOTORS TO BE DIRECT DRIVE SPRING RETURN 120V EQUAL TO BEUMO. 11. PROVIDE ONE MULTI PURPOSE DRY CHEMICAL TYPE FIRE EXTINGHISHER IN THE UTILITY ROOM. MODEL ABC-OSOE WITH A RATING OF 3A. 10 B.C. C/W WALL BRACKET. 12. EXHAUST FAN: EF -2 (UTILITY ROOM) 620 CFM AT 0.15' WC SP 1/20 HP 1050 RPM 125 W 120V/1 PH/60 HZ PROVIDES 6 AIRCHANGES/HCUR FAN CONTROLLED WITH WALL MOUNTED 120V I HOUR MAX. TIMERSWITCH UL APPROVED MANUFACTURES: GREENHECK AND PENN ' These drawings, specificotions and information contained therein are the sole property of Ledcor Industries Limited. These drawings and specifications may not be reproduced or the Information contained therein copied, in any manner, without explicit written authorization from Leader Indus Vies Limited. ' I NO REVISION DATE BY ACCEPTED BY 1 DATE LEDCOR INDUSTRIES UMITED FIBRE OPTIC CABLE ` MECHANICAL U.S. BUILD COMMUNICATION SHELTERS UTILITY SHELTER ' THE RICE GROUP, Inc. SCALES AS SHOWN DESIGNED BY PC DRAWN BY HC �V�eO ,q �r'yt�..AA _ - i tl DOs64 R ?�o0�a ono ,2 S,/02 CHECKED BY PC DATE' JAN 18. 1999 PROJ. NVM. 46020 F -1-7--U MT 4458-24 WIRING TO AND BY PRIME CARRIER EXHAUST FAN J HONEYWELL T875A-2088 LOW TEMPERATURE ALARM J \— S KW UNIT HEATER (-15 TO +35X) HIGH TEMPERATURE ALARM ALARM TERMINAL BOX (+5 TO +957) UTILITY SHELTER ATS 1 IDOOR OPEN CONTACTS 2 DOOR OPENCONTACTS J ROOM OVER TEMPERATURE 4 ROOM OVER TEMPERATURE S ROOM UNDER TEMPERATURE 6 I ROOM UNDER TEMPERATURE 71 UTILITY SHELTER POWER LOSS B I UTILITY 94ELTER POWER LOSS 9 10 11 12 NI pE5k1. FAIWRE 14 DIESEL FA M. 151 LOW FUEL PRE SHUTDOWN 161 LOW FUEL PRE SHUTDOWN 17 DIESEL ENGINE - OPERATE 18 DIESEL ENGINE - OPERATE 19 DIESEL ENGINE - BATTERY FAIL 20 DIESEL ENGINE - BATTERY FAIL 21 ATS FAIL TO TRANSFER 22 ATS FAIL TO TRANSFER zJ 24 25 28 27 28 29 UTILITY MAIN DISC. POWER LOSS 30 UTILITY MAIN DISC, POWER LASS if UTILITY MAIN DISC. POWER LOSS 32 1 UTILITY MAIN OISG POWER LASS 1 3 TS AEMERGENCY POSITION 34 ATS EMERG�74I PosrnoN 351 38 J7 38 39 40 41 42 43 44 45 46 47 48 REFLECTED CEILING PLAN SCALE 1:25 LOAD CALCULATIONS MECHANICAL CONTROL PANEL CCT L -J, L-7 UTILITY SHELTER PANEL LP -1 CARRIER DISCONNECT • • 18.6 CARRIER 02 DIST. PANEL SWITCH „ 444 I&S CARRIER µ DIST. PANEL 8.7 PFL DIST. PANEL 29.5 UTILITY METER h C.T. 1.25 R (2) 1l TSA o�� 1 , .�� TSA 5 CABINETS 1.0 r ELECTRICAL PANEL L-1 ATS ATB/(I) �—oJ 4 o,15A - BATTERY WEATHHORN/ERPROOF ��tt IROGE LIGHT , CHARIER �`�'L o 5 8 *�� 1�5A WATER JACKET u `ftp YD 1.2.3 3 4. EF "WIRE - POWER LOSS RELAY ALLEN BRADLEY 700 I 1 L-8 LJ5 7 8 i E I L ------J L -IMP cFT UNIT HEATER L -2D L -m MD L-8 DIESEL BATTERY •1 --- CONTROL RELAY 15A 9 10 4`��ta SA I = OR APPROVEDEQUAL SPARE —0 C SPARE 12 I 0 SPAS UTILITY ' GENERATOR WATER JACKET DUCT SIZE TO BE FIELD = u L 5�4 1 JB r"T /qN_ 4 { 2P SHELTER . DISTRIBUTION AJGH11NG HEATER IRIS 0 4^t 13 14 %� HO WITH RATING AS SHOWN PµOL i " SPAS—p^15A GENERATOR '�)f� `Ij UNITY SHELTER 4.3 0 ELECT. HELD 30A 17 15 16 CONTACTOR SPARE POWER LOSS RELAY PISA I I 017 SPARE 18*15AUTILITY "� - .D, 1 CONTROL. MECHANICAL €19-23 20-24 POWER LOSS RELAY 0 0 SPARES (5) CONTROL PANEL SPARES (5) 120/240VAC. 1PH. 3W SURGE .9 SUB TOTAL I MAW BREAKER SUB TOTAL 7.0 LF__ L tA SUPPUED MTN BATTERY CHARGER L -2D L -2D �� DIESEL PACKAGE L-3 M . FIN. FLOOR 11 L-3 ATB WIRING TO AND BY PRIME CARRIER EXHAUST FAN J HONEYWELL T875A-2088 LOW TEMPERATURE ALARM J \— S KW UNIT HEATER (-15 TO +35X) HIGH TEMPERATURE ALARM ALARM TERMINAL BOX (+5 TO +957) UTILITY SHELTER ATS 1 IDOOR OPEN CONTACTS 2 DOOR OPENCONTACTS J ROOM OVER TEMPERATURE 4 ROOM OVER TEMPERATURE S ROOM UNDER TEMPERATURE 6 I ROOM UNDER TEMPERATURE 71 UTILITY SHELTER POWER LOSS B I UTILITY 94ELTER POWER LOSS 9 10 11 12 NI pE5k1. FAIWRE 14 DIESEL FA M. 151 LOW FUEL PRE SHUTDOWN 161 LOW FUEL PRE SHUTDOWN 17 DIESEL ENGINE - OPERATE 18 DIESEL ENGINE - OPERATE 19 DIESEL ENGINE - BATTERY FAIL 20 DIESEL ENGINE - BATTERY FAIL 21 ATS FAIL TO TRANSFER 22 ATS FAIL TO TRANSFER zJ 24 25 28 27 28 29 UTILITY MAIN DISC. POWER LOSS 30 UTILITY MAIN DISC, POWER LASS if UTILITY MAIN DISC. POWER LOSS 32 1 UTILITY MAIN OISG POWER LASS 1 3 TS AEMERGENCY POSITION 34 ATS EMERG�74I PosrnoN 351 38 J7 38 39 40 41 42 43 44 45 46 47 48 REFLECTED CEILING PLAN SCALE 1:25 LOAD CALCULATIONS UTILITY SHELTER PANEL LP -1 7.9 CARRIER /1 DIST. PANEL 18.6 CARRIER 02 DIST. PANEL 18.6 CARRIER /3 DIST PANEL I&S CARRIER µ DIST. PANEL 8.7 PFL DIST. PANEL 29.5 25% OF LARGEST MOTOR 1.25 TOTAL 101.2 KVA FOR SITE MTN PLRMANENT GEN -SET - I ATS I c I EE31ACMDAA 1 BOX MTH HYDRO POWER LOSS RELAYS (CONTRACTOR TO RELAYSI��ZE 1 ELECTRICAL PANEL ARRANGEMENT DIAGRAMMATIC ',$LElj 6rJME 1 1 25 422 AMPS cw . (2) SETS yG I ACCUUTE WlS 5OHP 12D L C/W PHOTOCELL CONTROL J03S0 fjJ�cf— a W/ UTILITY POWER LGAQS ROBOTBATTERY CddN 240-120-1/2E5-032-4 OR APPROVED EQUAL 571 { U BATTERY UNIT .4 R (2) 1l TSA o�� 1 , .�� TSA 5 LIpf11NC 1.0 •2 ATS ATB/(I) �—oJ 4 o,15A SECURITY LIGHT .2 .2 --� �`�'L o 5 8 *�� 1�5A WATER JACKET u `ftp YD 1.2.3 3 4. EF HEATER (DIES. - POWER LOSS RELAY ALLEN BRADLEY 700 I 1 At MECHANICAL CONTROL 7 8 i E I L ------J •1 UNIT HEATER ��� . DIESEL BATTERY •1 --- CONTROL RELAY 15A 9 10 4`��ta SA CHARGER = OR APPROVEDEQUAL SPARE —0 C SPARE 0 0 SPAS ISA 11 12 30A GEN. DUCT SIZE TO BE FIELD = u MT1H TERMINAL STRIPS (FOR ALARM COLLECTION) ® { 2P CONTROL PANEL - 450mm(W) GALVANIZED STEEL CABLE TRAY. 0 N 13 14 %� HO WITH RATING AS SHOWN n i " SPAS—p^15A - MANUAL TRANSFER SWITCH TO UNIT HEATER 4.3 0 ELECT. HELD 30A 17 15 16 CONTACTOR SPARE 0 PISA I I 017 SPARE 18*15AUTILITY "� SHELTER .D, 1 CONTROL. J FROM POLE -MOUNTED INCOL-1 €19-23 20-24 POWER LOSS RELAY 0 0 SPARES (5) 1OOA SPARES (5) 120/240VAC. 1PH. 3W SURGE .9 SUB TOTAL I MAW BREAKER SUB TOTAL 7.0 LF__ L TOTAL 7.9 KVA 120/240Y LPH 3W 24CCT SURFACE MOUNTED UTILITY SHELTER DISTRIBUTION PANEL * DIDIC10 NROLME HAIOLE LOC INQ ECM¢ ON MMMM 422 AMPS cw . (2) SETS 3" CRS EFMACMEMA 1 BOX ACCUUTE WlS 5OHP 12D L C/W PHOTOCELL CONTROL J03S0 NCM THHN W/ UTILITY POWER 2.32 WATT LAPPS, WARE GAGE COVER CddN 240-120-1/2E5-032-4 OR APPROVED EQUAL tAss 1mAx . r --� EMERGENCY BATTERY U04TWG UNIT EMERCI LITE BEST, 38W, 8V C/W TWIN 12W HEADS. R - 120/240V , LPH, 3W OISTRIBUTION/LIGHTING PANEL, CIRCUITS AND MAIN BREAKER AS SHOWN. SQUARE D 00 SERIES LPH. 3W. SIN IR I ATS - SINGLE RECEPTACLE. ISAMP, IZOV r------- I I r----- --� j 600A 600A 1UTIUTY j I 600A N I `ftp OUTLET. WALL MOUNTED - POWER LOSS RELAY ALLEN BRADLEY 700 I 1 P400 RELAY WITH 70OPT TIMING MODULE 0-60 SEG. I E I L ------J 1 IDA L- --- -- .(2) SETS 3' CRS 3/350YCM - AUTOMATIC TRANSFER SWATCH WESTINGHOUSE ROBONIC = OR APPROVEDEQUAL ' THHN COPPER MTH = INCOMING SERVICE SURGE SUPPRESSOR. AC DATA SYSTEMS LTJ c JU BARE COPPER GND. o - DOOR ALARM, VON WPRIN MAGNETIC SMTCH US -700 ® - ALARM TERMINAL BOX EEMAC/NEMA 1 BOX SURFACE MOUNTED DUCT SIZE TO BE FIELD = u MT1H TERMINAL STRIPS (FOR ALARM COLLECTION) ® - CUTLET FOR DIRECT CONNECTION AS REOMED DETERMINED TAKING ' AMPACITY REOUBMAENT - 450mm(W) GALVANIZED STEEL CABLE TRAY. OR rcl d N VOLTAGE DROP CONDUIT o_ HO WITH RATING AS SHOWN n i " SZE INTO CONSIDERATION - MANUAL TRANSFER SWITCH SI � z 600A16EN-SET I I 1 1 CONTROL. J FROM POLE -MOUNTED INCOL-1 1AG !PANEL UTILITY TRANSFORMER SERVICE. 120/240VAC. 1PH. 3W SURGE SUPPRESSOR DIESEL GEN -SET / FOR STE WITH PERMANENT GEN -SET (SE DIAGRAM AT LEFT .ALSO) SINGLE LINE DIAGRAM GUTTER BOOR 120/240V HRR, 3 WARE, CJD unuTY SHELTER ISTRIeunoN /uaTlNc PANf1 120/240V 1 PH. JMRE 18 CIRCUITS 100A MAIN BREAKER INCOMING SERVICE SURGE SIUPRES50R 60 AMP SUPPRESSOR DISCONNECT SWITCH INCHING DISCONNECT SMTCH CO-ORDINATE WITH LOCAL ELECTRIC POKER UTILITY FOR EXACT LOCATION OF METER CABINET AND WALL OPENINGS UTILITY METER B C.T. CABINET IOOA / IOOA / IOOA / IOOA / 20DA ,RRIER #1 CARRIER 112 #a CARRIER 04 PANdTIONI IDSL DISTRIBUTION IICARRIER unONEL I IDISTRIBUTION PANEL 1-1/4- EMT. 3/3 THHN (TYP) 2' EMT. 3/3/0 THHN (TYP) LEGEND : ® - HPS, WALL MOUNTED SECURITY LIGHT, 120VAC, SOW ACCUUTE WlS 5OHP 12D L C/W PHOTOCELL CONTROL SURFACE 229mmuA219mm(9iX48') FLUORESCENT FIXTURE 2.32 WATT LAPPS, WARE GAGE COVER CddN 240-120-1/2E5-032-4 OR APPROVED EQUAL EMERGENCY BATTERY U04TWG UNIT EMERCI LITE BEST, 38W, 8V C/W TWIN 12W HEADS. - 120/240V , LPH, 3W OISTRIBUTION/LIGHTING PANEL, CIRCUITS AND MAIN BREAKER AS SHOWN. SQUARE D 00 SERIES - SINGLE RECEPTACLE 15AMP, 120V. ISOLATED GROUND - SINGLE RECEPTACLE. ISAMP, IZOV DUPLEX RECEPTACLE, ISAMP 120V. ISOLATED GROUND 12' AFF 0 - DUPLEX RECEPTACLE 1SAMP 120V 12' AFF men - 15 AMP. 12OV. WEATHERPROOF GROUND. FAULT INTERRUPTER `ftp OUTLET. WALL MOUNTED - POWER LOSS RELAY ALLEN BRADLEY 700 ® P400 RELAY WITH 70OPT TIMING MODULE 0-60 SEG. TOO FIELD OQNVERRBLE CONTACTS (SET TO N.O.) 120VAC - SINGLE POLE SWITCH. 120V, 20A - SMTCH ERIMAC/NEMA 1 ENCLOSURE SQUARE 0 HD WITH RATING AS SHOWN ATS - AUTOMATIC TRANSFER SWATCH WESTINGHOUSE ROBONIC OR APPROVEDEQUAL r+T- INCOMING SERVICE SURGE SUPPRESSOR. AC DATA SYSTEMS LTJ /L52XXC ❑A - DOOR ALARM, VON WPRIN MAGNETIC SMTCH US -700 ® - ALARM TERMINAL BOX EEMAC/NEMA 1 BOX SURFACE MOUNTED MT1H TERMINAL STRIPS (FOR ALARM COLLECTION) ® - CUTLET FOR DIRECT CONNECTION AS REOMED -- - 450mm(W) GALVANIZED STEEL CABLE TRAY. OR rcl d 24OVAC. HEAVY DUTY, SINGLE ROW _ NON -FUSIBLE; 3 POLE TH SAFETY SWITCH. EE3NACAOdA 1 ENCLOSURE SQUARE 0 TYPE HO WITH RATING AS SHOWN .L �I 1 - MANUAL TRANSFER SWITCH LSI -J 120/240V 30 OCT LPH, 3WRE ' 24 CIRCUITS 100A MAIN BREAKER " _ SEE GENERAL NOTES ON DWG. GE1. - These dowing:, apecifimtions and nfornnotion contained therein are the sale property of Ledcor Industries Limited. These drawings and speciffaatlens may not be reproduced or the Inform Mlon contaFrod therein copied, in any manner, without explicit written euNvimtion from Ledeor Industries Lkniled. - ION REMSSION I DATE I By I AC[EPrM ffy I DATE LEDCOR INDUSTRIES LIMITED FGRE OPTIC CABLE EI.ECTRIdL1 U.S. BUILD COMMUNICATION SHELTERS UTILITY SHELTER BWblOutl CWMffal" Y16 SCALES AS SHOWN tl>�nmwo]alt�n — V- — s Nd� 1�pjns.ti9f.. OESIGNm By OO/Be FAX (4=774-4111 DRAWN 9Y TO {/-�L{, /)/ _ /)�(/L�7 CHECKED BY SIB V ' J V'1 { �/,,e�f ' 1 CITE YAQ 22. ,900- PROJ. NUM. 48020 DRAWING NO. I U EI rFNR132 2TiERNG(: STAMPED SIGN DETAIL 9CILE'?. r CARRIER SHELTER LOADING PLAN SC. -LE 1/4' F 1'4' . OVERHANG S1_ R r— ml 7: ,nI L_ GRADE I / CARRIER SHELTER REFLECTED CEILING PLAN 9C. -L27.1.11<7 LT.vsv+Na T 0.O WALLS CARRIER SHELTER ROOF PLAN SCALP'/4' F :•O "EDU•+ SANDBLAST �a•Ry1, —CAL7/8' � 3d' 7.107a* 1•3 %I , ; u(3fT SOX .8 %4. •.6• I ! i 1 3 3/4'c3 3/4'417'.0 y 54 3/4' I I N 1 i I WCi6DW ce FEEFR I 7 OVERHANG 9TAYPED'N G3- _ I I mj SONO WAL. 4 i?! / 4 HVAC N2NT" (� . .v "Co"XnT' ,••ECltl 3'47TI-0' ! �I{ 1 j SAhCBLA6T G V7 1 KY.DOORI ri 'B'!4"Ua 1/4' 4 i' •� ,� ^ij" / / =LASH. TYPICAL, i. LS 'U y ' ! e FRAnE I I 3LOCK YEW / ' i I A ICI) aFdTER I _._._.i RECS,"AC2 BOX h L.00XBOXI , 4 •/8'v V7.:3/4' �. in 6 V4'.d 3/ 3/4' i �' I I SEE FOUNDATION OPTONGI : I I ON SHORT C Aa OR AA4 i • L ---------J L-------- REAR ELEVATION e VW_T4' GRADE I 1 1 r M SEE F'Li.NOAnCN OPTIONS I 1 COI.IG SLAG ON GRACE I I ON &ERT C A.i I I RAMP OR STEEL STAR I I FOR ACCESS TO ` `OR.LS I I L---------- L --------- J FRONT ELEVATION GCAL S V4' • r -Or ROOK THICKNESS I ' CB+TER LETTERING C'"P-) : �5� ' 91B' ! I VARE9 SLOPE WORLDWIDE FIBER i � J 2 V7 YIN. WALL TipcNESS r! WITH 15W OW SCREWS a o.0 I I STAMPED SIGN DETAIL 9CILE'?. r CARRIER SHELTER LOADING PLAN SC. -LE 1/4' F 1'4' . OVERHANG S1_ R r— ml 7: ,nI L_ GRADE I / CARRIER SHELTER REFLECTED CEILING PLAN 9C. -L27.1.11<7 LT.vsv+Na T 0.O WALLS CARRIER SHELTER ROOF PLAN SCALP'/4' F :•O "EDU•+ SANDBLAST �a•Ry1, —CAL7/8' � 3d' 7.107a* 1•3 %I , ; u(3fT SOX .8 %4. •.6• I ! i 1 3 3/4'c3 3/4'417'.0 y 54 3/4' I I N 1 i I WCi6DW ce FEEFR I 7 OVERHANG 9TAYPED'N G3- _ I I mj SONO WAL. 4 i?! / 4 HVAC N2NT" (� . .v "Co"XnT' ,••ECltl 3'47TI-0' ! �I{ 1 j SAhCBLA6T G V7 1 KY.DOORI ri 'B'!4"Ua 1/4' 4 i' •� ,� ^ij" / / =LASH. TYPICAL, i. LS 'U y ' ! e FRAnE I I 3LOCK YEW / ' i I A ICI) aFdTER I _._._.i RECS,"AC2 BOX h L.00XBOXI , 4 •/8'v V7.:3/4' �. in 6 V4'.d 3/ 3/4' i �' I I SEE FOUNDATION OPTONGI : I I ON SHORT C Aa OR AA4 i • L ---------J L-------- REAR ELEVATION e VW_T4' GRADE I 1 1 r M SEE F'Li.NOAnCN OPTIONS I 1 COI.IG SLAG ON GRACE I I ON &ERT C A.i I I RAMP OR STEEL STAR I I FOR ACCESS TO ` `OR.LS I I L---------- L --------- J FRONT ELEVATION GCAL S V4' • r -Or ROOK THICKNESS zn MATT N$ULAnoN _ VAR7R 9ARRrIER 1223 Commerelal St. Bellingham, WA VARE9 SLOPE FOR VIRES SMT 2 V7 YIN. WALL TipcNESS r! WITH 15W OW SCREWS a o.0 --- PiTuRe I 1 1 =t- 1 Y2' MN. CONCRETE SOL—WALLS 3 CONSTRUCTION NOTES 122398 4' CONCRETE ENOWALLS PS CONC. . ONE HR) AR BARRIER 11 RA BATT NSUL WITH VAPOR 5^RQFR STANDARD VMCAI7RCOF 2rA WOOD STUDS 9.6'- I Q 3'8' VINYL RN91LpACED TYPE X GTP. SD. •, 1 S/S VINYL FACED TYPE X GTS. BD. 626 CAV I.0 CORE kl k I 17.12'. Va' FiO(SUR. SOLD VINYL. • SCREW TO WOOD FRAYING W/ IASB' DLV RIOCES. F"S"am oAmmERFREE) W/ STA11C CISSJ• PATTVE AOHESIVE i y".�T CREWS 8176 0.AT WALLW, S E CEU B/a' PLYWOOD TW SUa0.CCR I D(4 WpOO FRAMNO m (9@ ELECT. OWGS) / CONSTRUCTION AR BARRIER ' I ; WITH RA SAT-, PLSUL SEE SHOP OWGS FOR REINP, "7 GUT ga P.'-OACS 2a WOOD STIOS, 16' O.C. WILL FRAMNG TO .i.00R-ILE +R_OUNONG I 8' GTP. BD. W/ L3' . 3'. V4• cuLV, (ccNrJ 3E 51-F!P-ED nCiT To CONCReM STRUCTURE DOOR ANO HAROWVARE 1 VINYL FACNG AT LC+•Ki WAL.L� SIARCRT AVOID CAM/(.E T7 NR FUM. i FCR °NDS OP 1D4r3TR . SCREW 14*UGH E/8' PLYWOOD SuSPL OR T.. 30TTOH PLATE TH� SLBR.00R TO WOOD FLOOR FRNMNG Wf1H 3' FRAMING SGV%NG I i 2xd WOOD FLOG FRA•'ING, 16.O.0 I I TO SE LOOSSA ND ON CONCRETE STRUCTURAL .4AOR AVOID CA MAGE TO AR FILPt p N I - I r_AQRI� I ' T. d' I i ' 'O.C• RJ I 1 FLASH TO RNS1 1 u I --=-;-----;---� Z iNAO LR•!!r � _________________r yl LOCAnON OF WFL CARRIER 0. SITE PLAN p I � ! ! i ! wi : „ --------------- 9189 iSLEEVES ! ALL II j .� ----------- 7/3' ________-T/8' I 3'.4• CONC OPNG C C :V510E O1Y OL'SICE DY. -ATS LAIT 9' !O X'6' T.3 3/4' X r'-3 3/4' 'b•..6'/4' CARRIER SHELTER FLOOR PLAN SCARP %4•.-_- !77 ._.. = F3JRIRE S GRMELTER� a m. � ,L . FLOOR fl'LCWNE56 I r?;(b' X 17 _ FNSH GRACE nEOPRE'nIe ;,AD�i h m 1 ----� - i n I nN. T C0NGRE7E W/ SEALER FINISH Typical Building Section m l 1-I? SLOPE FRONT To REAR SCAL@ t?. i- C AR aoaRFR B � zn MATT N$ULAnoN _ VAR7R 9ARRrIER 1223 Commerelal St. Bellingham, WA 2w WOOD :OASTS ® 16.4<. i 19' VNYL FACED TYPE X GYP, Sc. r! WITH 15W OW SCREWS a o.0 m I I SA•OpLAST : =t- 1 Y2' MN. CONCRETE SOL—WALLS 3 CONSTRUCTION NOTES 122398 4' CONCRETE ENOWALLS PS CONC. . ONE HR) AR BARRIER 11 RA BATT NSUL WITH VAPOR 5^RQFR STANDARD VMCAI7RCOF 2rA WOOD STUDS 9.6'- I Q 3'8' VINYL RN91LpACED TYPE X GTP. SD. FIBRE OPTIC CABLE W/1_51W OW SCREWS B• O.C. 9 EDGES 626 CAV I.0 CORE 16. O.0 IN FELD 17.12'. Va' FiO(SUR. SOLD VINYL. • OR C47"TL GRACE SHEET VINYL RIOCES. F"S"am oAmmERFREE) W/ STA11C CISSJ• PATTVE AOHESIVE i V4' PLYWOOD FLOOR UNDERLAYT•ENT By: RAOSS B/a' PLYWOOD TW SUa0.CCR TFFRESHCLD OT 20/A -W 628 I WP^r'CR STRIPPING SET W LATT4ERs STRIP WWW . IT 528 n • DRP CA. OS 1GGC W Al ALM" CONTACT W ICE GAP 'COO.BB 4 . 2.4 WOOD JOISTS V'6' ac m R -TI BATT INSULATION CONSTRUCTION AR BARRIER ' Drawing No. 3' CCNCRE7E STAUCILRK (Aa YINU-E FRE RAiTNG) SEE SHOP OWGS FOR REINP, "7 GUT ga P.'-OACS .i.00R-ILE +R_OUNONG COPPER TME RLRV.IJG AT SHORT SPAN AT VA PD?Frg OF SHEL-PR I AT BOTH ENDS UNDER 9TArC JISSOATIVL AC1•ESVE DOOR ANO HAROWVARE y I GAJGE CALV , 14 SU` TED HGI4.OW PETAL WOR s FRAYS '77 SLOPE FROWN+ DOOR REBATE SL'E O.O'. 70j (L.N.ESS NOTED OTHERWSE) CJSTOY PRESSED STEEL FRA'E AND HOLi.CWV _ETAL WCRS WOR F q r e TRK: ••3/4• =ACE '03/4' 1223 Commerelal St. Bellingham, WA (360)676.7133) ".P JAMB: 3.3/4• E S 3A I e DELETE CABLETRAY 08.0999 I I SA•OpLAST : I HINGES HAN4.ER 1 V2 PAR PER LEAs 3 CONSTRUCTION NOTES 122398 11NGC BB 1914 VW a r 511630 11 STANDARD VMCAI7RCOF I 4 EQAN}L .'1MEIy I Q I .� DEADBOIT SCIAGE BTCUT- FIBRE OPTIC CABLE I OFINISH 626 CAV I.0 CORE I = LATCFe5ET SO"AGaE LEVER TYPE YODEL 710. • eesa RIOCES. F"S"am oAmmERFREE) ! i i I I I i DOUR SWEEP DS 136., 36' 626 I I DOOR CLOSER 14W SPRING H C:.SH 628 By: RAOSS i TFFRESHCLD OT 20/A -W 628 I WP^r'CR STRIPPING SET W LATT4ERs STRIP WWW . IT 528 n • DRP CA. OS 1GGC W Al ALM" CONTACT W ICE GAP 'COO.BB 4 . 25 SEPT 96 m • CONSTRUCTION SHELTERS Drawing No. DOOR CAP STEEL TOP CAP INSERT ! ! aim po-rcAnoN oprcq,6 I PROVIDE LOCK BOX I I ON SR4PT CAA CR AA4 I I I L--------- ------------ FOR FOUNDATION OPi!0N5, SIDE ELEVATION - - SEE DWG.o. G^2 A2 SCALE tt- -VIC GAP 1X4 WOOD PRA'INO WftH R.n a.7y:NSL,L. 3/4'FRE RETARD.TgE/ PLTWVO FINISH WITH 7 BCREWB 1, CRAIN RDOG CCNC i FOU•ON I 1 - Ross & McClure Architects 1223 Commerelal St. Bellingham, WA (360)676.7133) e DELETE CABLETRAY 08.0999 2nd HVAC UNIT 02/1998 4 PIPE SLEEVES 01/1599 3 CONSTRUCTION NOTES 122398 2 MINOR REVISIONS 11/1898 1 L&I,RESUBMIT 11298 No. Revision Date I By Accepted B LEDCOR INDUSTRIES LIMITED FIBRE OPTIC CABLE CARRIER MODULE PLANS & ELEVATIONS Job No: eesa . Drawn By: RCR U.S. BUILD Checked By: RAOSS COMMUNICATIONS Date: 25 SEPT 96 CARRIER IasuedFor: CONSTRUCTION SHELTERS Drawing No. UN IT IS' 101 x 16' -'=.1 _J L=� _j NOTE, SUPPORT UNIT AS PER MANUFACTURES INSTRUCTION PROVIDE BACK-UP SUPPORT MEMBERS WITHIN WALL SYSTEM IF REQUIRED GRADE REAR ELEVATION SCALE I : 50 SECTION CM1 SCALE 1 : 50 FRONT ELEVATION SCALE 1 : 50 1. 2. 3. 4. 5. 6. 7. AS SHOWN THERMOSTAT: �m S.A. GRILLE HVAC -DRAWN BY UNIT HEAT -AUTO -COOL ® SMOKE DETECTOR R.A. GRILLE JAN 18. 1999 '♦- FIN. FLOOR FAN ON -AUTO BAFFLE TYPE NOZZLE O THERMOSTAT 2.0 TON HEAT PUMP UNIT n SECTION CM1 SCALE 1 : 50 FRONT ELEVATION SCALE 1 : 50 1. 2. 3. 4. 5. 6. 7. INTAKET EF-I EXHAUST CONTACT FROM AIR FIRE ALARM PANEL TINE CLOCKLO ( I OS NCS 24 HOUR NORMAL*ANO 1 — f •— NE .EMERGENCY 120V •--- — — — — — J — — — �- — J SEQUENCE OF OPERATION 1. EXHAUST FAN EF -1 IS CONTROLLED BY TIME CLOCK. MOTORIZED SPRING RETURN DAMPERS MD -5 AND 6 OPEN AND FAN STARTS. ROOM IS VENTILATED UNTIL TIMER STOPS. 2. IN A FIRE ALARM CONDITION THE POWER IS INTERRUPTED, FAN STOPS AND DAMPERS CLOSE TO CONTAIN FIRE SUPPRESSION CASES. rARRIER ROOM NOTES: ALL MATERIALS AND EQUIPMENT TO BE UL APPROVED. DESIGN OF MVAC SYSTEM IS AS PER LATEST ASHRAE GUIDELINES. THE HVAC UNIT HAS BEEN DESIGNED TO MAINTAIN AN INSIDE TEMPERATURE OF 72F WITH AMBIENT TEMPERATURES BETWEEN -40F AND 957. EXHAUST FAN EF -I SHALL BE MANUALLY OPERATED FROM AN ADJUSTABLE MAXIMUM 1 HOUR WALL TIMER. SUPPORT AND ANCHOR FIRE SUPPRESSION PIPING AS PER MANUFACTURERS INSTRUCTIONS. NO PIPE HANGERS ALLOWED DUE TO THE HIGH PRESSURE DISCHARGE. MOTORIZED DAMPERS TO BE TAMOO SERIES 9000 INSULATED EXTRUDED ALUMINUM FRAME AND BLADES OR APPROVED ECUAL. PARALLEL BLADE FOR 2 POSITION. DAMPER MOTORS TO BE DIRECT DRIVE SPRING RETURN 120V EQUAL TO BELIMO. HVAC UNIT AND EXHAUST FAN EF -i TO BE DE -ACTIVATED ON FIRE ALARM AND ALL DAMPERS TO CLOSE TO CONTAIN FIRE SUPPRESSION MEDIA. SEE DIAGRAM. HVAC UNIT PROVIDE 2 TON HEAT PUMP WITH 4 kW OF ELECTRIC HEATING, ECONOMIZER. HEATING/COOUNG THERMOSTAT AND SUPPLY AND RETURN GRILLES. TOTAL CAP.: 24000 BTU/HR SENSIBLE CAP.: 18120 BTU/HR EXTERNAL STATIC PRESSURE: 0.1 INCH H2O TOTAL CAP: 860 CFM MIN CRT AMPS: 25 MAX FUSED AMPS: 25 POWER: 120/240V 1 PH 60 HZ WEGHT: 270 IDs FILTERS: 18'+30'x2' UL APPROVED MANUFACTURERS: MARVAtR MODEL No. AVP 24HP-A-04-C 2 TON CONDENSING COIL SECTION TO HAVE HEAVY DUTY PERFORATED GRILLES (EXPANDED METAL TYPE) ON BOTH SIDES AND FRONT AND FASTENED WITH SECURITY SCREWS. (NO WIRE TYPE GRILLES.) SEER - 10.00, HSPF - 6.6 PER ARI 210/240 SEE DETAIL ON TIME DELAY RELAY 0 k4tNU TIME DELAY INTERPOWER) 175 CFM AT 0.15' WCSP 1/40 HP 1350 RPM 55 W 12OV/1 PH/60 HZ PROVIDES 6 AIRCHANGES/HCUR FAN C/W WALL MOUNTED 120V TIME CLOCK UL APPROVED MANUFACTURERS: CREENHECK AND PENN - ° J AS SHOWN THERMOSTAT: DUAL HVAC CONTROL PANEL FN 200 BETA -DRAWN BY FIRE ALARM HEAT -AUTO -COOL ® SMOKE DETECTOR CONTROL PANEL JAN 18. 1999 PROD. NUM. FAN ON -AUTO BAFFLE TYPE NOZZLE O THERMOSTAT 2.0 TON HEAT PUMP UNIT SYSTEM ON-OFF INSTALLED IN MIDDLE INTERLOCKED TO STOP WITH 5 DECREE OF CEILING MD MOTORIZED DAMPER MECHANICAL FLOOR PLAN & CLOSE DAMPER ON DEAD BAND SCALE 1 : 50 0 FIRE ALARM PULL STATION FIRE ALARM FIRE ALARM ABORT STATION 16x8' BLOCK VENT (TYPICAL 2) C/W INSULATED MOTORIZED DAMPER INTERLOCKED YATIt EXHAUST FAN EF -I T EXHAUST FAN INTERLOCKED WITH C/W MOTORIZED DAMPER 16'x8' BLOCK VENT I HVAC UNIT �jSA/RA MO -6 HORN/STROBE LIGHT I CMI x14' EXHAUST LOUVRE C/W INSULATED NOT. LO DAMPER & EXHAUST FAN EF -I (EXHAUST SYSTEM TO BE INTERLOCKED WITHFIRE ALARM. FAN STOPS/DAMPERS HVAC SA/RA S\\\� �' FIRE ALARM PULL STATION ��i,__ AND ABORT STATION UNIT _ •V\V� I/�r n FAN TIME CLOCK INTAKET EF-I EXHAUST CONTACT FROM AIR FIRE ALARM PANEL TINE CLOCKLO ( I OS NCS 24 HOUR NORMAL*ANO 1 — f •— NE .EMERGENCY 120V •--- — — — — — J — — — �- — J SEQUENCE OF OPERATION 1. EXHAUST FAN EF -1 IS CONTROLLED BY TIME CLOCK. MOTORIZED SPRING RETURN DAMPERS MD -5 AND 6 OPEN AND FAN STARTS. ROOM IS VENTILATED UNTIL TIMER STOPS. 2. IN A FIRE ALARM CONDITION THE POWER IS INTERRUPTED, FAN STOPS AND DAMPERS CLOSE TO CONTAIN FIRE SUPPRESSION CASES. rARRIER ROOM NOTES: ALL MATERIALS AND EQUIPMENT TO BE UL APPROVED. DESIGN OF MVAC SYSTEM IS AS PER LATEST ASHRAE GUIDELINES. THE HVAC UNIT HAS BEEN DESIGNED TO MAINTAIN AN INSIDE TEMPERATURE OF 72F WITH AMBIENT TEMPERATURES BETWEEN -40F AND 957. EXHAUST FAN EF -I SHALL BE MANUALLY OPERATED FROM AN ADJUSTABLE MAXIMUM 1 HOUR WALL TIMER. SUPPORT AND ANCHOR FIRE SUPPRESSION PIPING AS PER MANUFACTURERS INSTRUCTIONS. NO PIPE HANGERS ALLOWED DUE TO THE HIGH PRESSURE DISCHARGE. MOTORIZED DAMPERS TO BE TAMOO SERIES 9000 INSULATED EXTRUDED ALUMINUM FRAME AND BLADES OR APPROVED ECUAL. PARALLEL BLADE FOR 2 POSITION. DAMPER MOTORS TO BE DIRECT DRIVE SPRING RETURN 120V EQUAL TO BELIMO. HVAC UNIT AND EXHAUST FAN EF -i TO BE DE -ACTIVATED ON FIRE ALARM AND ALL DAMPERS TO CLOSE TO CONTAIN FIRE SUPPRESSION MEDIA. SEE DIAGRAM. HVAC UNIT PROVIDE 2 TON HEAT PUMP WITH 4 kW OF ELECTRIC HEATING, ECONOMIZER. HEATING/COOUNG THERMOSTAT AND SUPPLY AND RETURN GRILLES. TOTAL CAP.: 24000 BTU/HR SENSIBLE CAP.: 18120 BTU/HR EXTERNAL STATIC PRESSURE: 0.1 INCH H2O TOTAL CAP: 860 CFM MIN CRT AMPS: 25 MAX FUSED AMPS: 25 POWER: 120/240V 1 PH 60 HZ WEGHT: 270 IDs FILTERS: 18'+30'x2' UL APPROVED MANUFACTURERS: MARVAtR MODEL No. AVP 24HP-A-04-C 2 TON CONDENSING COIL SECTION TO HAVE HEAVY DUTY PERFORATED GRILLES (EXPANDED METAL TYPE) ON BOTH SIDES AND FRONT AND FASTENED WITH SECURITY SCREWS. (NO WIRE TYPE GRILLES.) SEER - 10.00, HSPF - 6.6 PER ARI 210/240 SEE DETAIL ON TIME DELAY RELAY 0 k4tNU TIME DELAY INTERPOWER) 175 CFM AT 0.15' WCSP 1/40 HP 1350 RPM 55 W 12OV/1 PH/60 HZ PROVIDES 6 AIRCHANGES/HCUR FAN C/W WALL MOUNTED 120V TIME CLOCK UL APPROVED MANUFACTURERS: CREENHECK AND PENN - ° J AS SHOWN LEGEND DESIGNED BY FN 200 BETA -DRAWN BY FIRE ALARM SERIES SYSTEM ® SMOKE DETECTOR CONTROL PANEL JAN 18. 1999 PROD. NUM. 46020 3/4'e SCH40 O THERMOSTAT HORN/STROBE LIGHT COM81NATICN BELL C/W COMPLETE WITH MD MOTORIZED DAMPER MECHANICAL FLOOR PLAN ® TIMER SWITCH. 120V SCALE 1 : 50 0 FIRE ALARM PULL STATION FIRE ALARM ABORT STATION NORMALLY CLOSED CONTACTS N.C. CONTACT FOR EF -I POWER. SEE�IF, — — — CARRIER SHELTER r — — 7I I r — — — — — AUXILARY VENTILATION CONTROL DIAGRAM.� /� �IIII r — — — — FIRE ALARM STROBE/HORN BELL J IIIIIIFIRE ALARM PULL STATION ABORT STATION N.C. CONTACT IN HVAC T -STAT 1� POWER. WIRE. TO .FIRE . y v OPEN WHEN ALARM ALARM ACTIVATES. SEE TIME .CONTROL DELAY RELAY ON POWER PANEL RETURN DIAGRAM. , (TYPICAL 2) `-120V POWER CARRIER SHELTER AUXILARY VENTILATION CONTROL DIAGRAM FIRE ALARM SCHEMATIC FIRE PROTECTION SYSTEM FM 200 INERT CAS FXTINOUISHING SYSTEM 1. G NFRAI THIS SECTION COVERS THE SUPPLY AND INSTALLATION OF A COMPLETE. OPERATIONAL HIGH PRESSURE INERT -GAS, FIRE SUPPRESSION SYSTEM. IT INCLUDES SUPPLY AND INSTALLATION OF INERT GAS CYLINDERS, PIPING, DETECTORS. CONTROL PANEL AND WIRING AS WELL AS MANUAL PULL AND ABORT STATION AND SOLENOID VALVES. LOCATION OF THE SYSTEM CYLINDERS. CONTROL PANEL PIPING AND CONTROL VALVES SHALL BE AS INDICATED ON THE DRAWING. 2• APPLICABLE STANDARDS AND CODES NFPA-2001 - INERT GAS EXTINGUISHING SYSTEMS FM, UL 3. DESIGN CRITERIA DESIGN SYSTEMS TO NEPA-2001 PROVIDE FOUR FORM 'A' DRY ALARM CONTACTS WIRED YO THE LOCAL BUILDING TERMINAL STRIP FOR REMOTE ANNUNCIATION OF DETECTION OF FIRE 4. PRODUCTS PRODUCTS COMPONENTS UST THE SYSTEM SHALL INCLUDE BUT NOT BE LIMITED TO THE LISTING OF COMPONENTS: Lira OUANn PA DESCRIPTION I I FM -200 SYSTEMS CYLINDER ASSEMBUES 2 1 873111 24 V DC SOLENOID ACTUATOR 3 1 870846 MANUALLY OPERATED ACTUATOR 4 1 416678 3/4' PRESSURE REDUCING UNION 5 1 417363 3/4' DISCHARGE NOZZLE 6 1 416265 WARNING SIGN 7 1 879638 1 CYLINDER BACKFRAME 8 1 873252 BOLTS AND NUTS ASSEMBLY 9 1 873091 CYLINDER CLAMP ASSEMBLY (I–CYUNDER) 10 1 417696 AUTOPULS 442R RELEASE PANEL 11 1 417890 DEAD–FRONT DRESS PLATE 12 1 417881 4XZU RELAY MODULE 13 1 417692 BATTERY PACK 14 2 78996 1451 IONIZATION OETECTCR 15 2 417996 84018 DETECTOR SASE 16 1 9508 MANUAL RELEASE STATION 17 t NBS950 RELEASE STATION BACK BOX 18 1 905-1032 ABORT STATION 19 I 93230 ABORT STATION BACK BOX 20 I NT -24 -LS -VF HORN/STRCBE ASSEMBLY 21 I 108 HORN/STROBE BACK BOX 22 1 UBCS24RULC ALARM BELL 23 t WBB-R BELL BACK BOX 5. EXECUTION AND'TESTING ALL WORK INCLUDING PIPING, ELECTRICAL WIRING. CONTROLS AND TESTING OF THE SYSTEM SHALL BE CARRIED OUT BY TRADES WITH CURRENT OUAUFICATIONS UTILIZING QUALITY MATERIALS AND APPROVED PROCEDURES CALLED FOR IN THEIR RESPECTIVE AREAS OF WORK S. TESTING PIPING SYSTEM LEAKAGE TEST - UPON TOTAL COMPLETION OF BUILDING PRESSURE TEST WITH NITROGEN AT 150 PSI FOR 10 MINUTES. PRESSURE DROP DURING THE 10 MINUTES SHALL NOT EXCEED 5 PSI ROOM INTEGRITY TEST - UPON TOTAL COMPLETION OF BUILDING. RCOM INTEGRITY TESTING TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NFP.A-2001 PROCEDURES INCLUDING ALL SPECIFIED TESTS. RECORDINGS AND REPORTING REQUIREMENTS. 7. DOCUMENTATION PROVIDE AS -BUILT DRAWINGS DETAILING AS -BUILT INSTALLATION COMPLETE- 'ITN ALL SYSTEM COMPONENTS, DIMENSIONS AND SPECIFICATIONS FOR INCORPORATION INTO THE MAIN BUILDING MAINTENANCE MANUAL. PROVIDE WARRANTIES AND GUARANTIES FCR :HE INSTALLED SYSTEM AND ALL SUPPLIED COMPONENTS AS THEY APPLY TO EACH OEM PART AND ASSEMBLY. PROVIDE A RECOMMENDED SCHEDULE OF TESTING AND PREVENTATIVE MAINTENANCE FOR THE SYSTEM AND LISTING OF SPARE PARTS CRITICAL TO ITS OPERATION. THERMOSTAT OY Q OO CONTACT TO OPEN UPON FIRE ALARM u SEE FIRE ALARM SCHEMATIC Q I I Z I DIAGRAM algi<I=I Ivl Iv I TDR' • • TSL W Y G R C HVAC'UNIT MR TIME DELAY RELAY BUILT INTO MARVAIR UNIT. THE CONTRACTOR SHALL SET TME TIMER FOR EACH SHELTER JO HAVE AT LEAST 10 SEC. DELAY BETWEEN CONSECUTIVE REVIVAL OF HVAC UNITS AFTER A POWER FAICu- E.C. FOR 5 SHELTERS THE TIME SETTINGS SHALL BE: 10. 20. 30, 40, 50 SEC. . TIME DELAY RELAY ON POWER RETURN These drawings. specifications and information contained therein are the sole property of Ledcor Inaustries Limned. These arawings and specifications may not be reprcauced or the information contained therein copied, in any manner, without e.plicit written cuthorimtion from Ledcor Industries Limited. NO REVISION I DATE I BY I ACCEPTED BY I DATE LEDCOR INDUSTRIES LIMITED FIBRE OPTIC CABLE MECHANICAL U.S. BUILD COMMUNICATION SHELTERS CARRIER SHELTER I Am THE RICE GROUP, Inc. s ,m M IDEM s I 7 �, xae..Iee.v�cTW,' 'reorv4.d' SCALES I AS SHOWN DESIGNED BY PC -DRAWN BY _ HC. CHECKED BY PC DATE JAN 18. 1999 PROD. NUM. 46020 7RAWING NO. I C M1 ei- v - UNISTRUT EXTENDING FROM SDE TO SIDE a ,s 1N ROOM. (SE SECTION 'A• ON THIS DRAWING) (TYP. OF 4) U PROVIDE 1.75054mm(Lx-10/4) STEEL OUTLAY OF CABLE TRAY (UNDERSIDE TO BE 400mm(1B7 BELOW CEILING) HVAC UNIT 24OV. 1 PH. TO LP -AL2. 14 2/8 PROVIDE WP LOCKABLE DISCONNECT EF -I 115V 1�__ 1/40 HP A PROVIDE WP -_ LOCKABLE DISCONNECT 24OV. LPH TO LP -A-18,18 2/8 VERTICAL TRAY TO FINISHED FLOOR PROVIDE 80' VERTICAL ELBOW. / SECURE VERTICAL TRAY ON WALL -ANCHORED UNISTRUT I CEI DUAL MVAC CONTROL PANEL ANGLE CABLE TRAY SUPPORT AND MOUNTING BRACKET. (REFER TO ARCHITECTURAL DRAWINGS) PROVIDE L75x75x6mm(L3x3x1/4) STEEL ANGLE CABLE TRAY SUPPORT AND MOUNTING BRACKET (REFER TD ARCHITECTURAL DRAWINGS) FRE ALARM CONTROL PANEL TD LP -A8 (SEE DWG CMI FOR ALL F.A. DEVICES) CARRIER REFLECTED CEILING PLAN SCALE 1 : 25 / 2 GROUND MIRE )OF HORN/STROBE LIGHT GALVANIZED - 80m SIDES (SEE ARCH. DWGS.) SECURITY LIGHT TO LP -A4 CAL CONTROL FOR EF -1, ER AND ITMECLOCK A3 ITSUTION LP -A SIDE GROUND ROD WING CEI) 0 INCOMMING OPTIC CABLE C 770-31 450x75x6mm (18'x 3-x 1/4) COPPER GROUND BAR ON WALL C/W 2 ROWS OF 12mm (L/2') HOLES FOR GROUND CONNECTION MOUNT 400mm(16'� t. ON INSULATING SPACERS BOND BAR TO GROUND ROD. BARE STRANDED /! GROUND WIRE LOOP TO BE MOUNTED AROUND PERIMETER WALL SURFACE APPROX 160mm(6 1/47 BELOW CEILING LEVEL PER CARRIER REQUIREMENT. CONNECT BOTH ENDS TO GROUND BAR. I_J LOAD (KVA) SN t° .4 (2)G� LOAD (KVA) IGyyLL i�� (4) 3 4 �15A °rpr 1.4 .8 .2 WN ---o I aw .01 - EMERGENCY BATTERY LIGHTING: UNIT EMERCI UTE ISA 5 8 ��o-15A I .1 T.C/EF-1/MOTORIZFD ® - EXHAUST FAN AND/OR MOTORIZED DAMPER DUMPER MD -5. 6 15A r--, 7 e * 01�v- I/� .2 EXTERIOR OUTLET GIFT _ o�� - 15 AMP. 12OV, WEATHERPROOF GROUND, FAULT INTERRUPTER (Np ISO ® - POWER I= RELAY ALLEN BRADLEY 700 9 10 *'`15A 18 RECTIFIER - SINGLE POLE SWITCH. 12DV. 213A 11 12 *-1- ADA - HEAVY DUTY. SINGLE THROW. 240VAG 2POLE SOLD NEUTRAL SAFETY SWITCH EMMAC/NEMA 1 04CX IRE SQUARE 0. 4 • / / 2PA-1- 13 14 o- 3.8 RECTIFIER OA'P I s 15 18 * A rii- INCOMING SERVICE SURGE SUPPRESSOR. IC DATA SYSTEMS LTJ pupop' ❑A • ATN � j� I/I� • - _ //�_ ++ I;oApr r� 17 18 - OUTLET FOR DIRECT CONNECTION AS REQUIRED 18 .RECTIFIER I� 19 ZO NON -FUSIBLE 2 POLE DUTY. HEAVY TY, SINGLE THROW �1 OR LJ - SAFETY SWITCH, EEMAC/NEMA 1 ENCLOSURE SQUARE D 999/ 15 21 22 �� 2P I I 0 SPARE ISIS o Jt''0 0 SPARE 20A 15A- �' 2P PROVIDE L75x75x6mm(L3x3x1/4) STEEL ANGLE CABLE TRAY SUPPORT AND MOUNTING BRACKET (REFER TD ARCHITECTURAL DRAWINGS) FRE ALARM CONTROL PANEL TD LP -A8 (SEE DWG CMI FOR ALL F.A. DEVICES) CARRIER REFLECTED CEILING PLAN SCALE 1 : 25 / 2 GROUND MIRE )OF HORN/STROBE LIGHT GALVANIZED - 80m SIDES (SEE ARCH. DWGS.) SECURITY LIGHT TO LP -A4 CAL CONTROL FOR EF -1, ER AND ITMECLOCK A3 ITSUTION LP -A SIDE GROUND ROD WING CEI) 0 INCOMMING OPTIC CABLE C 770-31 450x75x6mm (18'x 3-x 1/4) COPPER GROUND BAR ON WALL C/W 2 ROWS OF 12mm (L/2') HOLES FOR GROUND CONNECTION MOUNT 400mm(16'� t. ON INSULATING SPACERS BOND BAR TO GROUND ROD. BARE STRANDED /! GROUND WIRE LOOP TO BE MOUNTED AROUND PERIMETER WALL SURFACE APPROX 160mm(6 1/47 BELOW CEILING LEVEL PER CARRIER REQUIREMENT. CONNECT BOTH ENDS TO GROUND BAR. I_J LOAD (KVA) SN t° .4 (2)G� CARRIER DISTRIBUTION PANEL *001(n PRO DE NAME LOMM DEWLE ON WfA/QR EMERGENCY LOAD (KVA) IGyyLL i�� (4) 3 4 �15A °rpr 1.4 .8 .2 WN ---o 0 FIRE ALARM .01 - EMERGENCY BATTERY LIGHTING: UNIT EMERCI UTE ISA 5 8 ��o-15A - 120/240V , LPH, 3W OISTRIBURON/UCHTINC PANEL, CIRCUITS , .1 T.C/EF-1/MOTORIZFD ® - EXHAUST FAN AND/OR MOTORIZED DAMPER DUMPER MD -5. 6 15A r--, 7 e * 01�v- - DUPLEX RECEPTACLE, 15AMP 12OV, ISOLATED GROUND. 12- A.F.F. .2 EXTERIOR OUTLET GIFT _ o�� - 15 AMP. 12OV, WEATHERPROOF GROUND, FAULT INTERRUPTER (Np OUTLET, WALL MOUNTED ® - POWER I= RELAY ALLEN BRADLEY 700 9 10 *'`15A 18 RECTIFIER - SINGLE POLE SWITCH. 12DV. 213A 11 12 *-1- ADA - HEAVY DUTY. SINGLE THROW. 240VAG 2POLE SOLD NEUTRAL SAFETY SWITCH EMMAC/NEMA 1 04CX IRE SQUARE 0. 4 HD WITH RATING AS SHOWN Lr� 2PA-1- 13 14 o- 3.8 RECTIFIER � 15 18 * A rii- INCOMING SERVICE SURGE SUPPRESSOR. IC DATA SYSTEMS LTJ R52XXG ❑A io- _ ZP 2 ATN - ALARM TERMINAL BOX EEMAC/NE7MA i BOX SURFACE MOUNTED 2PA�r 17 18 - OUTLET FOR DIRECT CONNECTION AS REQUIRED 18 .RECTIFIER I� 19 ZO NON -FUSIBLE 2 POLE DUTY. HEAVY TY, SINGLE THROW �1 OR LJ - SAFETY SWITCH, EEMAC/NEMA 1 ENCLOSURE SQUARE D 999/ 15 21 22 �� 2P I I 0 SPARE ISIS o 23 24 0 SPARE 20A 15A- �' 2P D SPARE 15A 0 SPARE _0 ^ 20A ^ 15AII 1P 0 SPARE 0 SPARE 1S_Ao 1 (20 100A MAININ BREAKER 2 -•..... - .- „ .. , 4 12.8 -KVA.- SUB -TOTAL . - -120/240V LPH 3W 32CCT SURFACE MOUNTED CARRIER DISTRIBUTION PANEL *001(n PRO DE NAME LOMM DEWLE ON WfA/QR EMERGENCY LOAD (KVA) BATTERY UNIT - HIPS, WAIL MOUNTED SECURITY UCHT. 12ovAC- Sow LIGHTING 1.4 SECURITY LIGHT .2 SPARE 0 FIRE ALARM .01 ODNTRCL PANEL CARRIER POWER LOSS RELAY .01 (OUTPUT TO ATB) HVAC UNIT /i 4.0 HVAC UNIT 02 0 REDUNDANT NON -COINCIDENTAL LOAD TO UNIT /i 0 DUAL HVAC CONTROL PANEL .1 SPARE (RECTIFIER) a 0 (18) a SPARE (RECTIFIER) a SPARE (RECTIFIER) a 0 (SB) a 0 (3.8) Q RACKS 1 SECTION CE1 ILTs CABLE TRAY 4 -RUNS UNISTRUT FOR SECURING TRAYS AND RAC30NG TO SIX/2 DOOR OPEN ROOM OVER TEMP. ROOM UNDER TEMP. CARRIER SHELTER POWER FAIL FIRE ALARM SUPPRESSION ACTIVATION FIRE ALARM TROUBLE FIRE ALARM ALARM LEGEND ® - HIPS, WAIL MOUNTED SECURITY UCHT. 12ovAC- Sow Lm AWA ACCULTE NLS 50HP 120 L C/W PHOTOCELL CONTROL L L Y Y `Ai - SURFACE 229mmx1218rrxrl(9'x46') FLUORESCENT FIXTURE FAX 2x72 WATT LAMPS. WIRE GAGE COVER SEE GENERAL NOTES ON DWG. GET. CAM 240-120-1/7FS-032-4 OR APPROVED EQUAL - EMERGENCY BATTERY LIGHTING: UNIT EMERCI UTE l :" BESL, 36W, 6V C/W TWIN 1ZW HEADS Q - 120/240V , LPH, 3W OISTRIBURON/UCHTINC PANEL, CIRCUITS , AND MAIN BREAKER AS SHOWN. SQUARE D 00 SERIES ® - EXHAUST FAN AND/OR MOTORIZED DAMPER - SINGLE RECEPTACLE. TRAMP. 120V, ISOLATED GROUND - SINGLE RECEPTACLE, 15MMP, 120V - DUPLEX RECEPTACLE, 15AMP 12OV, ISOLATED GROUND. 12- A.F.F. - DUPLEX RECEPTACLE. 15AMP 12OV, 12' A.F.F. GFI - 15 AMP. 12OV, WEATHERPROOF GROUND, FAULT INTERRUPTER (Np OUTLET, WALL MOUNTED ® - POWER I= RELAY ALLEN BRADLEY 700 P400 RELAY WITH-70OPT TMMC MODULE 0-60 SEC, TWO FIELD CONVERTIBLE CONTACTS (SET TO N.O.) 120VAC - SINGLE POLE SWITCH. 12DV. 213A - SINGLE POLE SWITCH, ILLUMINATED, 12OV, 20A - HEAVY DUTY. SINGLE THROW. 240VAG 2POLE SOLD NEUTRAL SAFETY SWITCH EMMAC/NEMA 1 04CX IRE SQUARE 0. 4 HD WITH RATING AS SHOWN Lr� - HYDRO BILLING METER O - CARRIER REVENUE WEIR. 4 JAW. C/W METER BASE TO SUIT. SANGAMO 920000 SERIES OR APPROVED EQUAL ATS - AUTOMATIC TRANSFER SWITCH WESTINGHOUSE ROBONIC OR APPROVED EQUAL rii- INCOMING SERVICE SURGE SUPPRESSOR. IC DATA SYSTEMS LTJ R52XXG ❑A - DOOR ALARM, VON OUPRN MAGNETIC SWITCH MS -700 ATN - ALARM TERMINAL BOX EEMAC/NE7MA i BOX SURFACE MOUNTED WITH TERMINAL sTRtps (FOR ALARM COLLECTION) ® - OUTLET FOR DIRECT CONNECTION AS REQUIRED - WALL -MOUNTED TELEPHONE OUTLET - 4W(la-) GALVANIZED STEEL CABLE TRAY. a 7 NON -FUSIBLE 2 POLE DUTY. HEAVY TY, SINGLE THROW �1 OR LJ - SAFETY SWITCH, EEMAC/NEMA 1 ENCLOSURE SQUARE D 999/ WITH RATING AS SHOWN ri I I -MANUAL TRANSFER SWITCHL4-J DETAIL NOTES ) FOR RECTIFIER CIRCUITS PROVIDE TERMINAL BLOCK SURGE PROTECTION PHOENIX CAT (RSLXKS/110V. DITEM IN PARENTHESES APPLIES TO WPL MODULE ONLY Theae draxdngs, spadflwUmg and hforrnatlon contohed therein are the sale property of Ledm InAratrles LJmited. These draehgs and apedfiwUona may not be rew d ced or 8ro Infe matfon cmWhed theraln copied, in my manner, aidmt evolclt wr[tLen authorization from Led. IndistrWa LFnited. - 101 REVWON I DATE I of I ACCEPTED BY I DATE LEDCOR INDUSTRIES LIMITED FGRE OPTIC CAMI O.ECTM& U.S. BUILD COMMUNICATION SHELTERS CARRIER SHELTER 5.9KVA SUB -TOTAL (17.3 KVA) a CARRIER SWELTER ATB B" j TERMINAL ALLOCATION ..d _ "'" Lm AWA TOTAL 18.6 KVA 30.0 KVA) z " " - . ... . _ .. _. •,.- "•+' �-.•- - 1125 L L Y Y `Ai 75 AMPS AMPS) FAX SEE GENERAL NOTES ON DWG. GET. '17" F0 9NIA 9 SCALES AS SHOWN DESIGNED BY DO/aEll DRAWN BY. TO 1 CHECK D BY Be PATE MNL 22. 1899 PROD. NUM. 48020 ORAWNG NO. I C EI a D 7 SITE PLAN AS SHOWN IS A TYP1C.AL. REPRESENTATION OF EACH LOTION ALOIN& TIE FATS. LINE. NEW RLL AND/OR GRANULAR APPLIED TO TIE NDNIDUAL LOCATIONS FOR ROADWAY ACCESS PURPOSED OR BUILOING ELEVATION WILL BE SLOPED TO CREAT: POSITIVE DRAINAGE AWAY FROM THE SMELTER AREA 'THESE DRAWNGS, SPECF)CATIONS AND INFORMATION CCN MANED T!EREN ARE THE SOLE PROPERTY OF LEDCOR INDL ICTRIES LIMITED. THESE CRAVINGS AND SPECIFICAVTONS MAY NOT BE REPRODUCED OR THE INFCRMATICN CONTIANED TIEREN COPIED. !N ANY MANNER WITHOUT EXPLICIT WRITTEN AUTHORIZATION FROM L.EDCCR INDUSTRIES LIMBED: VERIFY EXACT LGYATIONS.CF ALL POWER f: TELECOM. TELEPHONE AND Fi)TJRE FIBER' 4.0 TYPE 2 ;`VC- r • GENERAL NOTES: t (360)676.7733) CONDORS 13EeTRr..L MAhRALB. ECUIPMENT AND GRAUNOIG 94ALL IE LLAAZ/CSA a FIELD 09 A TERMINAL STRIP NBALI/ GS T 7EPl'7WL T,T CDHE fE! GROUNDING NOTES: '. ALL INSTALLATION TO C21FORM TO LOCAL CODE RZECUREMENTS WIRE �S TO THE FIELD NSIL WRY TME REED ALARMS FROM THE RBD FIELD FROM THE! L13, CDNTiVI;� A.T.S. C:ON R EXTEND CONDUITS TO G APPROVED. TRIPIALARMS. APPROPRIATE ATB STRIP IDBYRFY EAOM AT TME TERMINAL STRIP WNT1H APPROPRUTE MARXFAS. Accepted I i. GROUNANG RODS SKALL BH DRIVEN FOR AT LEAST b FT N lND15T,R0® 501E 2. ALL, OuMENSIONS AND LoCo TION S ARE APPQ0)&WT - COORDNATB WITH OTHER 9e3&C1 RCRACKJ SLACK _ CROJ119 00*1NATNG MOM BRANCH MIRBUTION PANELS. MB.AV ROUGH STATION GRADE) CARRIER SHELTERS OISCIFILINES, ELFPLERS AND LOLL UTILITY CCMDANNES. ' ALARMS I LK6ERNG AND ITS CONTTR0. 2 GROUND ROES SBe ILYA.7E0 AT INTERVALS OF MNIMlfi1 QO). 3. AUL WRING %(A" BE COPPER ANG BLED TO MEET LOCAL CODE WMARE ENTS DOOR OPEN Q CONTACT) ROOM OVER TEMPERATUREQ CONTACT) i} INANi MOTORS, HEATERS AND ASSOCIATED CONTROL EMP :EMC1 TO ENSURE THA 3. ADO EXTRA ED RODS IF REOURON GROUNDING SYSTEM T 1 INET i SITE SPECIFIC ROOM UNDER TB¢PERATURE Q CONTACT) 5C'OLENCPD OPERATION Of SYBTrr+s WHERE APPLKIBLC GROUNDING RYSISTANCE DOES NOT exoaED 3 OHMS OR PSR Loci 4 WIRING IN UTILITY MIOOILE TO BE 00 099 .AND SMALL BE N FTTf COIDUIT. Wawa N CARRIER SHELTER TO BE CONCEALED N WALLS, FRE AIA14 1 SUPPRESSION ACTIVATION Q CONTACTELECTRO 1107 EYERGENICY ANO SEG.RIT1' Lq/(iNG. WCIE IS LESS POWER UTIUTY REQUI RFYENTS:HI POWER S !LTER POER L059 Q CONTACT) L!?�n �I Q BUILDING AND SERVICE A. B MAY 88 LOCATED AND CONNECTED 70 TRH@ RING MIYWNHERE S. ALL E ITERCR W=40 TO W N RIGID PVC CLlWAT. ER MOOULF- - _ .I : -`�, . GROUND ELECTRODES R.NCMCNNL :ESTE FOR PROTECTION DEVICES AT ELECTRICAL PANEL 71. ARA/ND IPE BULGING. AR AROUND _ OHSTRIBLITIO � � DISTR-`�---� � FOR RECTIFIER CRO1IT5 PROVIDE TER•RIIAI BLOOD CAV SURGE DRCTILTON PHOENIX -.�. Grounding Plan ---- H. CABLE TRAY SPALL BE IS WIDE, 4• DEEP GALVAJ, E STEEL LADDER TYPE CAT. CTERARTAS SLKK SVROV AC OR CAT. RTTUOC ST.v TIOV. S. I"E'' 110N RfSSTANCE TESTIJC S BURIED GRA.NONG CONCLICTOR SURROUNDING THE BULDING SHL BE U /• REMOVE ALL SHARD BU. AS -----------� I M.EGr st CIRCUITS. FEEDERS AND EGLU*V NT UP TO 370 V WITH SOD V AT A DISTANCE OF b• FROM TME EDGE OF TIME BOLDING FOOT RIM AND ATA DEPTH OF MA7e-UM ].L BELOW TE ROUGH STATION GRADE AND - 7. PRONDE A TERMINAL STRIP (WIT/ MN. 2096 SPARE TERMNAL✓S) IN THE POWER 10. ALL MACrRICA. OEVI INDICATED ON UGMTING AND POWER PLANS SMALL BE INSTALLED WITHIN THE BUILDING AS PART OF THE PREFABRICATED STRICURE f! D erRU MEW. MINIMUM 16 BELOW TIE FINISH STATION GRADE. a r MODULE! ATB W.AAM TERMINAL 800 TO COU.ECT REND ALARMS AND REMW Te C41-VUE TE BULONG WILL Be TRANSPORTED TO SITE AS A WV40L.E. OLEO( RESISTANCE TO GROUND BEFORE ENERGISING. G, FOR EXACT LOCATION OF FLOOR PENETRATIONS, REFER TO REMOTE CONTRA. SIGNALS FROM RIME 0 -AR IL WIRE THE REED ALAR -5 - -' - AROfTECT.RAI DSRA,WNGS. FROM FIRD ClCVIO?41DANRELB TO THE ATB STRIP AND WIRE TIE REMOTE CONTROL SIGNALS FROM THE ATB STRIP TO Y E DIESEL GENERATOR CONTROL/ TL VERIFY WIT/ LCCA. ELECTRIC POWER UTILITY REGARDINY METERING RIE UIMI ENTS. POWER IF TIME RESISTANCE TO GROUND IS LESS THAN 03 mmsao HM FOR - FEEDERS UP TD 370 V. R®IACe THE CABLE. - 7. N LIEU OF GROUND RODS AT SITES UTLRIN: STEEL FILE FOUNDATIONS. PANEL/ATS. IDENTIFY MA SIGNAL AT THE TER PAAL STRIP WTI APPRORIA.TE PROVIDE It INSTALL ELECTRIC METEING CABINET 17 SLR LOCAL MX.CIRC CIRCUITS OR WITH TWO � GROUP CONNECT' THE GROUND LOOPED MARKERS. MNPM1JM ALARMS AND REMOTE CONTROL SIGNALS AS FOLL.O�. fin,. i` :G P��y.F�T� O NECTI) CONDUCTORS USING APPROVED CONNECTIONS. REMOTE CONTROL FROM CARROt IM PRE -WIRE CARRER SPECTER WITH A O.PNR COPPER CAEL9 AND TOWIKATION THE FOIL OWING TESTS SK -LL Be MADE PRIOR TO PUTTING THE SOLAR SNf AL. -Jams XIORM C COYTAC MI RIR TELEPHONE SERVICE, WITH A CONNECTION POINT TO TME LCYJL TELEPHONE INTO SERVICE, TO BNELRZE TUT THE MSTRBUITON EMPMENr WS BEEN LEGEND: COMPANY ON TIE OUTSIDE WALL OF SHELTER INSTALLED IN A SATISFACTORY MANNER AND SUITABLE FOR FLA424G DOOR OPEN Q CONTACT) INTO SERV%= WITHOUT EITHER ENDANGERING PERSONNEL OR THE SYST$L — --- ---HARE STRANDED ANNEALED TINNED R 3AJ ROOM OVER Tg•pERATLRE Q CONTACT) REMOTE ENGINE START - ON LOAD 'a CONCOCT AND PAY FOR TESTS ON THE FOLLOWING: UAHTING/ROWER PANEL SOARDE TEST SYSTEM CRO.rr BREAKER FUNCTOI E6, COPPER GRAND wIRE ROOT UNDER TEMPERARRE Q CONTACT) Ramom ENGIIIE START - OFF LCUD ATS, FAL TO TR/MVSFER (4 CONTAf,T) R310TE @GINE STOP AS .BSYSTEIM TESTING r I.E. TBD, O�_IE, ELECTRICAL OPERATION. ETC. O Xr CO OF MGM _ _ ATS POSITION EMERGENC.1' C4 CONfACT)----------------------------------------------- ELECTRIC F17WSR 1455 (4COMACn D15TIBUTYIN SYSTFJ`11NCLUDAKi PHU61N0, VOLTAGE, CaROIASICP�IF�IY UIIE 304 GROUNDINIC+. OHEOX GRCINDING OF ALL DEVICES OIYOX RESISTANCE OF LA/ IN STAINLESS STRENGTH .CLA rZAO IN STNNlP56 57T>:I. STRENGTH OR COPPE0.CIJID STEL DIESEL FAIUIRE tb GOKUG� I LAV R� DRE.SHUTDTVN Q CONTACT) LOUD B 4ANONG. POWER SYSTEM CI IAUTY SURVEY AS VMTAGE DROP AND PLARIMONIC VOLTAGE SPECTR.M GROUNDING SYSTEMS. i + GROUIG CONNECTION: DMUL CN&Nv OPERATE Q CONTACT) I Q CONTACT) r BURIED: MY GROIND CaMPRE55DN TYPES Drams ENGINE BATTERY RAIL UTILITY MODULE POWER LOSS 0 CDNTAL7) I I ABOVE GRADE: Bt.iINDY GaUG TYPE Ot1A-2 RACE: • VOUBLP O-AMRNG) OR BETTER I�- - - - - - - - BARE STRANDED ANNEALED TINNED LL 4 COPPER BONDING COP40LI TM SLACK BOX CABLE ROUTING a D 7 SITE PLAN AS SHOWN IS A TYP1C.AL. REPRESENTATION OF EACH LOTION ALOIN& TIE FATS. LINE. NEW RLL AND/OR GRANULAR APPLIED TO TIE NDNIDUAL LOCATIONS FOR ROADWAY ACCESS PURPOSED OR BUILOING ELEVATION WILL BE SLOPED TO CREAT: POSITIVE DRAINAGE AWAY FROM THE SMELTER AREA 'THESE DRAWNGS, SPECF)CATIONS AND INFORMATION CCN MANED T!EREN ARE THE SOLE PROPERTY OF LEDCOR INDL ICTRIES LIMITED. THESE CRAVINGS AND SPECIFICAVTONS MAY NOT BE REPRODUCED OR THE INFCRMATICN CONTIANED TIEREN COPIED. !N ANY MANNER WITHOUT EXPLICIT WRITTEN AUTHORIZATION FROM L.EDCCR INDUSTRIES LIMBED: VERIFY EXACT LGYATIONS.CF ALL POWER f: TELECOM. TELEPHONE AND Fi)TJRE FIBER' 4.0 TYPE 2 ;`VC- Architects MAN ELEC-.MCAL I (360)676.7733) CONDORS I I NOT=_: I 3 150X150 327/99 . 2 F.O. Reroute 3/9/99 A.T.S. C:ON R EXTEND CONDUITS TO G No. Revision Data I By Accepted I FT. PAST ELECTRICAL GROUNDING PLAN Job No: Drawn By: 9e3&C1 RCRACKJ SLACK _ GROUNDING SYSTEM. RR _ RCA 2" Nov CARRIER SHELTERS BOX' -a' I I UTILITY MODULE ELEGT=1G METER ROUTING, OF SERVICES IS 1 INET i SITE SPECIFIC CONNECT TO INTERNAL 1107 _ _ _ GROUNDING LOOP L!?�n �I Q BUILDING AND SERVICE ER MOOULF- - _ .I : -`�, . GROUND ELECTRODES _ OHSTRIBLITIO � � DISTR-`�---� i' -.�. Grounding Plan ---- --- ''\ SCALE: VNO' c T. a U /• -----------� ti I ' I T S 10 20, a r PROPERTY LINE 30'4' Ross & McClure Architects 1223 Corm ercial SL Bellingham, WA (360)676.7733) 3 150X150 327/99 2 F.O. Reroute 3/9/99 1 T@Ie MINN No. Revision Data I By Accepted LEDCOR INDUSTRIES LIMITED FIBRE OPTIC CABLE - ELECTRICAL GROUNDING PLAN Job No: Drawn By: 9e3&C1 RCRACKJ U.S.BUILD COMMUNICATIONS Chocked By: Date: Issued For. RR _ RCA 2" Nov CARRIER SHELTERS BUIUX'aPO"r AND UTILITY MODULE Drawing No. u A El