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16875 SW PACIFIC HIGHWAY-2 I I 2 I 3 I _ —q --- _ - --s — -- - -. PROJECT DIRECTORYi 1 1' ICE COPY /�— QIS V 91�1 lJ IIOO IJ�IC� OWNER, DDG�3G1�0�1�� SPACE AGE FUEL 901V SV Highland Drive. Gresham OR 57030 " (503) 665-5693 FAX, 665-1741 J "TYP" (TYPICAL) MEANS IDENTICAL FOR ALL SAME CONDITIONS UNLESS OTHERWISE NOTED. "SIM° CIVIL V 1 (SIMILAR) MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. VERIFY DIMENSIONS ��.cr� AND ORIENTATION ON PLANS. GENERAL OW ABBR. DESCRIPTION ABBR. DESCRIPTION - 0803GIOD COVER SHEET ACC STA ACCESSIBLE STATION MIN MINIMUM OB AUC 03 C101 ARCHITECTURAL SIZE PLAN STRUCTURAL AC ACOUSTIC, ACOUSTICAL MISC MISCELLANEOUS ABS ACRYLONITRILE—BUTADIENE—STYRENE MT MOUNT Structural SOIULInnS Inc. ADJ ADJUSTABLE MAX MAXIMUM �'�'� 76 Canterbury Lane Lagan, UT 84321 ALT ALTERNATE MECH MECHANICAL D ALUM ALUMINUM NTL META1. CO COVER SHEET Phone B For (4 35) - 2050 A8 ANCHOR BOLT MIN MINIMUM 11 C1,1 EXISTING CONDITION PLAN MECHANICAL L ANGLE MISC MISCELLANEOUS C1.2 TREE PRESERVATION PLAN Boulder Engineering! ASPH ASPHALT MT MOUNT C2.1 SITE PLAN 811 West Cedar St., Pocatello, Idaho 83201-61779 BSMT BASEMENT (N) NEW (208) 478-4613 Fox 472-4617 Atm Cliff Holmes ! BB BASKETBALL NIC NOT IN CONTRACT O C3.1 GRADING ANO EROSION CONTROL 7 BRC BEARING NTG NOT TO SCALE O � C4.1 STORM DRAIN PLAN E1_ECT2ICAL BM BENCH MARK. 0/C ON CENTER C4,2 SANITARY SEWER AND WATER PLAN Boulder Engineering i EILKG BLOCKING OPNG OPENING BD BOARD OPP OPPOSITE C5.1 STREET DETAILS 811 West Cedar St., Pocatello, Idaho 83201-61 CS•2 UTILITIES DETAILS B.O. BOTTOM OF OD OUTSIDE DIAMETER (20W 478-4613 Fax 4'8-4617 Attn: Stan Johns BLDG BUILDING ON OVERHEAD ��'��'�� O Sin] Wag O C5.3 WATER DETAILS B.U.R. BUILT UP ROOF OF/CI OWNER FURNISHED / U LI L1 l.S � 9 0 U U C6.1 PUBLIC FISCHER ROAD IMPROVEMENT PLUMPING CLG CEILING CONTRACTOR INSTALLED I I j C6.2 PUBLIC PACIFIC HIGHWAY IMPROVEMENT Boulder Engineering t CENTER UNE OF/OI OWNER FURNISHED / �/] Fps /� (� /,.� (LII 1�Mn�1 �1h1,J1 p�Q 2 ra ILS L� �p� �1 �J1 - 811 West Cedar St., Pocatello, Idaho 83201-6139 CT CERAMIC TILE OWNER INSTALLED Sam.o lJ' g oU Bah U lah VI% ay and a.m.a ll-gach(S RD aC4.11(!1 � CZ•1 PUBLIC DETAILS (208) 478-4613 Fox 478-4617 Attn, Cliff Holmes CB CHALKBOARD PART BU PARTICLE BOARD C CHANNEL PART'N PARTITION p� CO CLEAN OUT d PENNY STRUCTURAL COL COLUMN P-LAM PLASTIC LAMINATE — -- l CONIC CONCRETE R PULEOB A'IJ 0 S-I GENERAL STRUCTURAL NOTES CMU CONCRETE MASONRY UNIT PLYWO PLYWOOD CONN CONNECTION PVT. POLYMNYL CHLORIDE OB AUG 03� S-2 FOOTING h FOUNDATION PLAN BRED CONT CONTINUOUS PREFAB PREFABRICATED r SUB AU 03 S-3 ROOF FRAMING FLAN ` CONTR CONTRACTOR PT PRESERVATIVE TREATED r S-4 FOUNDATION DETAILS DIM DIMENSION PROJ PROJECTION OB AUC DS DOWNSPOUT OT QUARRY TILE OB AUG 03 S-5 DETAILS L 39 p EAp EACH DRAWING REED REFRI CERATOR OB AUC 0 S-6 DETAILS sl po ELECT ELECTRICAL REINF REINFORCE tF OCAN, UTAH = OB AUG 03 S-7 DETAILS 9 lV EWC ELECTRIC WATER COOLER REV REVISION ARCHITECTURAL O O ELELEV ELEVATION RD ROOFOOF DRAIN EO EQUAL RD ROUGH OPENING QUIK MART - EGUIP EQUIPMENT 91 ROUND 08 AUG 3 A101 FLOOR PIAN EXIST EXISTING SCHED SCHEDULE (E) EXISTING SIM 0Mi A1! A® A102 REFLECTED CEILING PLAN EXP EXPANSION SHT SHEET 08_AU G OTl A103 ROOF PLAN EXT EXTERIOR SPEC 9Er"f'ATION 8 AUG07 A201 EXTERIOR ELEVATIONS C EIFS EXTERIOR INSULATION FINISH SYSTEM 50 9,JARE 8 AUG 03 A202 GAS CANOPY ELEVATIONS (141C.) C HN FINISH SS STAINLESS STEEL FEC FIRE EXTINGUISHER CABINET STD STANDARD 8 AUG 03 A211 INTERIOR ELEVATIONS FUR FLOOR STL STEELiff 08 AUC 031 A301 BUILDING SECTIONS FD FLOOR DRAIN STOR STORAGE FTG FOOTING STRUCT STRUCTURAL 8 A C A401 ENLARGED PARTIAL BUILDING SECTIONS CONVENIENCE FON FOUNDATION SUSP SUSPENDED, SUSPENSION 08 AUG 03 A501 WALL TYPES AND MISC. DETAILS GALV GALVANIZED SYS SYSTEM 08AUG 03 A502 MISC. DETAILS STORE GA GAUGE TEL TELEPHONE 11 GI GALVANIZED IRON TS TACKBOARD 08 AUG 03 A503 CABINET DETAILS GYP BD GYPSUM BOARD TV TELEVISION VIOB AUG 0311 A601 DOOR AND WINDOW SCHEDULES HOWID HARDWOOD TEMP TEMPORARY F101 FINISH FLOOR PLAN HT HEIGHT TS TUBE STEEL 08 AUG 03 j MM HOLLOW METAL THRES THRESHOLD i. HORIZ HORIZONTAL TOR TOILET ID INSIDE OIAMETFR T.D. TOP OF MECHANICAL v /� �/ /� IMSUL INSULATION T k 8 TOP AND BOTTOM AUGM1,0 MAIN FLOOR PLAN - MECHANICAL KING C� , ` q OR INT INTERIOR TYP TYPICAL I JT JOINT VERT VERTICALW 108 AUG 031 M2.0 ROOF PLAN MECHANICAL i KD KNOCK DOWN U.N.O. UNLESS NOTED OTHERWISE KO KNOCK OUT WC WATER CLOSET W108 AUG111 MECHANICAL SECTIONS AND DETAILS _ MHLONG LEC VERTICAL WW WATER METER 8 A G 3 M4.0 MECHANICAL DETAILS �� D MM MANHOLE Y/WF WELDED WIRE FABRIC MFR MANUFACTURER W WIDE FLANGE MBMARKER BOARD Woo WINDOW PLUMBING MO MAOPENING W/ WITH MAX MAXIMUMXIMUM W/0 WITHOUT P0.0 PLUMBING SITE PLA �� OB AU 03 N MECH MECHANICAL WD WOOD _ O8 AUG 03 P7.0 MAIN FLOOR PLAN - PLUMBING WFR=��) MTU METAL OB AUG PM PLUMBING NOTES AND SCHEDULES ARCHITECTS • PLANNERS • CONSULTANTS I OB AUG P2.0 MAIN FLOOR PLAN - PLUMBING 8 A P3.0 ROOF PLAN - PLUMBING OS AUC 0 P4.0 PLUMBING DETAILS ARCHITECTURAL 70 NQTERBILS CODE RGMOGm 8 AU P5,0 PLUMBING DETAILS DESIGN WEST PC. ELECTRICAL B _ 08 AUG 0 I EI.O ELECTRICAL SITE PLAN LOGAN, UTAH B ! MATERIAL SYMBOL DESCRIPTION DESCRIPTION APPLICABLE CODES: 08 AUG 011 ELI ENLARGED FUEL ISLAND AND SCHEDULES SALT LAKE CITY, UTAH j EARTH X DESIGN AREA_ x U.B.C. 97 W/ ADAPTED AMENDMEN' UMC 1997, UEC 1997 8 A G E2.0 MAIN FLOOR PLAN - LIGHTING xx Xx 8 AUG O E3.0 MAIN FLOOR PLAN — POWER COPYRIGHT® ARCHITECTURAL DESIGN WEST, ASPHALT PAVING ORAWNG NOT TO BE REUSED WITHOUT WRITTEN BUILDING SECTION WALL TYPES OB AUG 03 E4,0 ELECTRICAL SCHEDULES PERMISSION OF OWNER AND ARCHITECT ' COMPACTED GRANULAR FILL -au.A.). 13°�'")I--U: X 0 OS AUG 0 E5.0 ELECTRICAL DETAILS SUB FLOOR AREA O Sq Ft. " °• Xx wAWALLSECTION WINDOW TYPES Ft. MARK' DATE DESCRIPTION MAIN FLOOR AREA 2,637 SgFt. j I 1 NAME COVERED ENTRY AND SIDE WALK 538 SgFt. CONCRETE MASONRY UNITS ® � UPPER FILDAREA O BRICK Yll_ X LTOTAL BUILDING AREA 31qFt. pOOOMP M HAP . 557 SAME VIEW DETAIL ROOM NUMBER STEEL � '%''' - rx-11",0 ALLOWABLE AREA CALCULATIONS:XX 101A (UBC TABLE 5-8) BASIC ALLOWABLE FLOOR AREA 8,000 SgFt• Project Location -_7 APPROVCD MANI CONTINUOUS MDGD LNCL.UDE UP4A7TAC14P.D1 SECTIONAL DETAIL DOOR NUMBER ,X.SPBCUFCATTON Ri)OK WOOD BLOCKING 0 100•-0. s� /,- IRTRUCTURALCALCf ISSUE -_- TYPE OF CONSTRUCTION ;�, NCL)CIUMEN fs 08 AUG 03 PLYWOOD '- - -.. �+..' "' -' - '� SPOT ELEVATION REVISIONS ,< PROJECT NOS 40066 PARTICLE BOARD '' GOI NEW CONSTRUCTION TYPE V N — OCCUPANCY B/ M CAD DWG FIL.E� 40066 0100 n ELEVATION SIGN GRAPHICS — INSULARON �'(u' SEE SPEC's FULLY SPRINKLED NO SW FISCHER Rd DRAWN BY, DRN 4 SIDE YARDS 31 Ift. YES RIGID INSULATION '� ' XA/Ndx � � l —.-- I ------ - -�-- - /'{ `'J SW FISCHER Rd CHECKED BY,E SST GYPSUM BOARD O ELEVAP.ONS INTERIOR KEYNOTE TYPE: RATING: DETAILS: CITY OF TT9�aHU SHEET TITLE ® GENERAL REQUIREMENTS — u SW GRAVEN St. _.......... X X f ol000 EXTERIOR BEARING WALLS NR 05/A501 Appdition lly :roved...?Lt_' ""'-P I. COVER SHEET A ACOUSTIC TILF, INTERIOR BEARING WALLS NA < Conditionally proved........... ..................( I. A ELEVATIONS EXTERIOR REFERENCE KEYNOTE a For only the Wx rk as-deeadbed in: EXTERIOR WALLS (NONBEARING) NR D5/,'-.5013 PERMIT NO. LCdOs - OOR1✓ CLU-LAMINATE BEAM ' ' �^ CITY OF TIGARD 8101 NOTE: TO BIDDERS CONCERNING THE USE OF STRUCTURAL FRAME NR see loner to:I allow.........................................( P Approved-ffl.✓/LOJA1fi _ - '�.,• � REFERENCE KEYNOTES. THE NUMERICAL NOTE PARTITIONS (PERMANENT) NR C5/A501 N° h."'-"''-' ' " '^ "' ,' CondiOonall A rov ..... PLASTER & METAL LATH . '.. .. . . . . . ... Jan Address N v}CIF/[// Y PP .................................._.( ): EQUIPMENT IS A CROSS-REFERENCE TO A SECTION IN THE - For only the work as deaari in: r SHAFT ENCLOSURES NA NA l:w;%L' cr- Date: ./ GENERAL SPEOFICATIONS, IT IS INTENDED (0 PROVI3E - PERMIT NO.B(LV10Oj - 001/30' GLASS ® A GUIDE TO BIDDERS IN LOCATING A COMPONENT ROOFS-CEILING ROOFS NR See Letter to:Folbw.......................................( ): STORAGE ROOMS UNDER TOGO SOFT NR CS A500 sW vnLLs Ln. nn cn........................................ppc Detail Name OF THE PROJCCT IN THE SPECIFICATIONS. / Job Addie". S sw c1 Alwl THE — -- AREA SEPATATION WALL NA NA C� �� Dy:6R(A AJ DLq�06 spate: O- . SCALE: BIDDERS LY, LL USE THE NUMBERS AI A GENERAL OCCUPANCY SEPARATION WALL NA NA GUIDE ONLY, ALL SPEC SECTIONS REMAIN IN EFFECT r1NISM WOW SHEET GRID DESIGNATION, ALPHA CHARACTER EVEN IF NOT DIRECTLY REFERENCE IN THE DRAWINGS. 0.07 MI DESIGNATES VESDCAL POSITION, NUMERIC SPEC SECTIONS ARE NOT INTENDED To DEFINE WORK SHEET No, C WOW STUD WALL VALUE DESIGNATES HORIZONTAL POSITION. OF SUBCONTRACTORS. KING CITYR OREGON NORTH (1100 3 1 4rj Pacific Hwy 16815 (3UP2002-00217.MECn02-00226 OFFICE COP 1 of 61 NOTICE. IF THE PRINT OR TYPE ON ANYIlf III I I III III Til IpIIrIlit III III T I( T�T .TT I( 1(T T1 I)I III IIT 1111 III IIT 11111 TII I)1 'I I III TII III I I FII III 1)11 I Ill Ij1 I)T I I III III III I IMAGE IS NOT AS CLEAR AS THIS NOTICE, ITTI I 161 �l i bbl i SLI ► }�I \_F(t ku IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT124X II�)Iluu Imluli ulllmi iudmi uullui i)�i a I�BLII�m iuduu uullm iulluu illl�lli imluu uullm Tmllm iuduu iu16ui uldllil ilulmi IBDllll uu61 mdlul m � udu)I' `utlm Euifrtnl , 1 2 - _- -_-- - 3 4 21'-4" PROJECT DIRECTORY 9" - ---- -- -- GENERAL SHEET NOTES OWNER, SHAPER EIFS CAP FINISH 4 12" 4 1/2" 2,-6. ?D1 2'-6" SPACE AGE FUEL. WI1N DRYVIT COLOR #117 G10t �" 901V SV Highland Dave, Gresham OR 9 �0 COLONIAL TAN `\ 3 - 6" DIA. STEEL, CONC. FILLED o (503) 665-5693 FAX 665-1741 CIV1L POSTS w/ 3'4" EXPOSED AND ---- 0 2'-0" ENCASED IN CONCRETE YY PAINT TO MATCH DRYVIT X1117 COLONIAL TAN --�---��' I --- -- --— 8" THICK REINFORCED STRUCTURAL SWINGING GATE SLIT FACE EPDXY (OLOR #t 17 8 CMU CONCRETE SLAB 02821 PAINTING 04810 Str76cturairSoluty Lane oonsTinc 1 MATCH-DRYVIT 117 09910 MATCH DRYVIT # - Phone 8 Fox (435) 787-2050 PRIVACY SLATS COLOR #117 $ � SPLIT FACE 02821 8" THICK SLAB °p D PROVIDE ANE CONCRETE ETE `� I I MECHANICAL 048 OU Boulder Eng!rteerin STEEL ROD yhTM `�6" DIA CONC FILLED MATCH DRYVIT , 9 p55pp "- STEEL PIPE - - - - - — CO'_OR #117 811 West Cedar S Pocatetic. Idaho 83201-6139 EACH GATE WELDED WIRE FABRIC ►� 02821 (208) 478-4613 Fax 478-4617 Attn, Cliff Holmes 1 Q CONTROL JOINT7 Boulder Engineering ELECTRICAL L N 811 West Cedar St., Pocatello, Idaho 83201-6139 L„! PROVIDE STEEL CANE SLEEVE FOR (208) 478-4613 Fox 478-4617 Attn: Stan Johns 2 - #5 RE-BAR CONT. EACH GATE AS REO'D TO H D THE PLUMBING 01 5L REINFORCEMENT i'-6" GATES OPEN, WHILE TRASH ONTAINERS f �� SWINGING GATE Boulder EnPdohoi11@erin? ARE BEING SERVICED. WITH 811 West Cedar St., Pocatello, 83201-61 9 MATCH DRYVIT #117 (208) 478-4613 Fox 478-4617 Attrn Cliff Holmes DUMPSTER ENCLOSURE DUMPSTER ENCLO URE PLAN PRIVACY SLATS D1 Dz 02821 SCALE: 1/4" = V-0" SCALE: 1/4" = 1'-0" TES ��S REFERENCE NO �;� -- - — - - -- L,.J N0. — - - - -- -- - - - - - - -_—_ — _ _ _ _ - - - o Lp 4539 0 0 02000 SITE CONSTRUCTION Jl LOGAN, UTAHO 02751 STEEL REINFORCEMENT I I 02751 WELDED WIRE FABRIC \� F 1 ! 02821 CONCRETE I _ - 02821 SWINGING GATE I � ~ � � 02821 STEEL PIPE - - 02821 PRIVACY SLATS �1 -- � I I ` 02870 AIR do WATER. REELS 02874 BICYCLE RACK .r� C - 34000 MASONRY ` �\\\:•��` _ SPACE 04810 8"..34 CMU D2 I G1o1 AGE FUELCONVENIENCE FOUR STALLS 05000 METAL STORE _ - - BICYCLE RACK 'f 02874 05500 STEEL ROD ---- ---__t _-- I.-- --� SITE PAY PHONE BOOTH 09000 FINISHES TELEPHONE SPECIALTIES -- ,-_I 10750 09910 PAINTING I KING CITY, OR 10000 SPECIALTIES I 1SPECIALTIES 07 50 TELEPHONE T RE I FU _ I BUILDING D PHASE 11 F i ;- -------� AIR & WATER REELS ARCHITECTS • PLANNERS • CONSULTANTS 02870 _ (y ARCHITECTURAL SHEET KEY NOTES DESIGN WEST PC. I I • B ! I LOGAN, UTAH � .,1;,..• SALT LAKE CITY, UTAH No. DESCRIPTION: FUTURE COFFEE KIOSK N,I, LOCATION OF FU ( c.> CONTRACTOR TO PROVIDE COPYRIGHTD ARCHITECTURAL DESIGN WEST, O O O UTILITY CONNECTION PER ELECTICAL AND PLUMBING PLANS. REFER TO DRAWING NOT TO BE REUSED WITHOUT WRI•f TEN CIVIL PLANS FOR LOCATION OF MAN HOLE COVER. — — — — — ,\ ►� , PERMISSION OF OWNER AND ARCH17CT MARK DATE DESCRIPTION I - -- - - --- - - - - L_ _j � 26 SEPT 03 Owner directed change 26 SEPT 03 PLAN REVIEW COMMENTS, - ! I I I _ ISSUE• 08 AUG 03 --- ( PROJECT NO, 40066 i CAD DWG FILE, 40066 0100 ,.::. 24w�� DRAWN BY, DRH • l Z. t'• I CHECKEDBY, w+ H SHEET TITLE I ARCHITECTURAL A - SITE PLAN . W. F- / C H E R lR O A D -- �— -� REFERENCE NORTH ONLY. FOR TRUE - - NORTH ORIENTATION SHEET Not SEE SITE PLAN I NORTH G101 Hwy 16675 2 1 3 1 4 5 BUP2002-CI?217,MEC2002-0022E 2c, 61 MRAW NOTICE: IF THE PRINT OR TYPE O�V ANY LII III III III I 1 ! 1111 _ 1 � l 1 1 III I I I III III I I"1 rr� I I I I I I I III I L I III III'! I I III 1 11 1 11 • III III III III III III III 1111 1 1 1 I I l I l l l I l l l I l !MAGE IS NOT AS CLEAR AS THIS NOTICE NIM111111" look_ I I 11 111111121111 I I +� I - I ,�! L I I rJ I I I Q I I •T I I $ I I I 1 0 - _ 1_ _ J IT IS DUE TO THE QUALITY OF THE "°" ORIGINAL DOCUMENT �$ Z $Z c z 9 Z 7 1;Tz I eTz-- - z_ IIiill-it 8 tilil �s I rs �1r E I �L 1T 'Y11N f I'' I I IIII 1li1111111111J11�i�lllilllllllllllllll;Ill111111111111_Illll►Il► I I � � LIIIII�IIII IIIIIllllllll IIII 111111►II�IIIIIIIIIIIIIIIIIIIII :�IIIIIIIIIIilllll►Illl�lll►IIIIII►II►►IiII►I I II IIIIII� III. IIII IIIiI III�I III�III � illlll,llllllllill�lllll�llllllll lllWllillll `RO.JE:CT DIRECTORY: [JWNEk SPACE AGE FUEL 901W SW Highland Drive, Greshon OR 97030 (503) 665-5693 FAX 665-1741 REINl+9_ SING STEEL. ABBREVIATIONS NOTES . 1. Grade: ASTM A615, Grade 60. GENE� RAL STRUCTURALA AT K RIP KIPS POUNDS 2. Dowel and lap lengths: For concrete work provide 48 bar diameters for dowel embedment A.R. ANCHOR BOLT KLF KIPS PER LINEAL FOOT and splice lap lengths. Do not splice vertical reinforcing bars in retaining walls unless noted ABVr ABOVE otherwise. For masonry work provide 48 bar diameters for dowels and splice lap lengths. ALT. ALTERNATE L ANGLE Minimum splice length is 18 inches. APPRO'!. APPROXIMATE LBS POUNDS ARCH. ARCHITECT L.F. LINEAL FOOT �ENCRAL 3. Detailing and fabrication: Reference "American Concrete Institute" (ACI 318-99). 3LDG, BUILDING Mi,X. MAXIMUM 1. Code: Uniform Building Code, 1997. 4. Field bending: Reinforcing steel shall not be bent or straightened in a manner injurious to BRG. BOTTOM MBEARING MIN. MINIMUM MECHANICAL I! D the concrete or steel. Bars larger than #5 shall riot be field bent. BRW. N. BTWN. BETWEEN MISC, MISCELLANEOUS 2. Notes: Notes apply to all drawings unless noted otherwise. 5. Splice locations: In slabs, beams and girders, reinforcing steel shall not be spliced at zones C.J. CON"fROL CONSTRUCTION JOINT N.I.C. NOT IN CONTRACT of maximum tensile stress, unless noted otherwise on the drawings. C.M.U. CONCRETE MASONRY UNIT N.T S. NOT TO SCALE 3. Design Criteria: Snow load . . . . . . . . . . . 25 psf, drift surcharge per UDC 6. Welded wire fabric shall conform to ASTM A185 and shall he lapped one full mesh at side COL. COLUMN Seismic Zone. . . . . . . . . . . 3 and end splices and wired together. CONC. CONCRETE O.C. ON CENTER CONST, CONSTRUCTION O.F. OUTSIDE FACE Wind speed. . . . . . . . . . . . 80 mph, Exposure 'B' 7. Embednients, dowels, & all reinforcement shall be securely tied to formwork or adjacent CONT. CONTINUOUS OPP. OPPOSITE HAND Importance Factor . . . . . . . 1.00 reinforcement prior to concrete or grout placement using tie wire or positioners. "Wet-sticking" DET. fjETAIL PL. PLATE Soil Bearing Pressure 1500 psf (assumed) is not permitted. DIA. DIAMETER PSF POUNDS PER SQUARE r00T DIM. DIMENSION PSI POUNDS PER SQUARE INCH 4. Coordination: Check with conditions at the job site and with all other subcontractors. EA. EACH R.D. ROOF DRAIN E.F. EACH FACE REINF. REINFORCING 5. Datum: See Architectural Drawings. SPECIAL INSTRUCTION E.J. EXPANSION JOINT REQ'D REQUIRED 1. Any project specifications are not superseded by the General Structural Neaps but are intended ELEV. ELEVATION to be complementary to them. Consult the specification for additional requirements in each SIMILAR _ 6. Details: Details, sections, and notes as shown on the drawings are intended to be typical section. Notes and details on the drawings shall take precedence over General Structural Notes and EX EXUAL SIM. SQUARE typical details. g p EXIST. EXISTING So. STANDARD ��4��r, 1P�oF Ss� and shall apply to all similar situations elsewhere unless noted otherwise. F.D. FLOOR DRAIN STL. STEEL �; F O1, 2. All omissions or conflicts between the various elements of the wr rkJnp drawings and/or r ND. FOUNDATION STRUCT. STRUCTURAL °'P P specifications hall be brought to the attention of the Architect and Structural Engineer before FTG. FOOTING proceeding with any work involved. In case of conflict, follow the most stringent -requirement as T.0. TOP OF (ELEVATION) directed by the t rchitect without additional cost to the owner oR��oH ry y GA. GAU�F T.O.W. TOP OF WALL 3. Notification of Engineer: The Engineer shall be notified twenty-four hours prior to: GAL V. GALVANIZED T.O.F. TOP OF SLABOP OF 'yGq 1 F ' 4�J�' EQiINDATIOty T.O.S. CLARK H.6 HORIZONTAL BRID SING TYP. TYPICAL FEC 1. No Soils Report was prepared for this project at the owner's request.. a. Placing concrete in any footing. HOki7. HORIZONTAL expiR�roN oT EC - b. Closing any w '' forms. HT. HEIGHT U.N.O. UNLESS NOTED OTHERWISE 2. Ren ovc top 8" of soil including all vegetation and debris. Remove existing elements as c. Compie�ion oof, floor, & sheer wall nailing. required and replace voids and soft spots with compacted granular fill. I.F. INSIDE FACE VERT. VERTICAL IN. INCH 3. All footings are to be placed on firm, undisturbed, natural soil or properly compacted 4. Shoring and Bracing Requirements: >' granular fill. The natural undisturbed soil below all footings shall be proof rolled prior to W. WITH gran g JT. JOINT WELf'.tn WIRE FABRIC • placing concrete. Replace voids and soft spots with compacted granular fill. Clear excavations a. Roof & Floor Structures - The General Contractor is responsible for the met"�c,c W.W.F. C of debris and loose soil prior to placing concrete. and sequence of all structural erection. He shall provide temporary shoring and bracing as his method of erection requires to provide adequate vertical and lateral support. Shoring and bracir.g � 4. Compacted Granular Fill: Contractor shall be responsible for the selection of all fill shall remain in place as the chosen method requires until all permanent members are in place and material, and verification of adegate compaction. All fill shall be tested to ensure adequate all final connections are completed, including all roof attachments. The building shall not be compaction and proper gradation by a qualified materials testing agency. considered stable until all connections are complete. CONVENIENCE f ins shall be laced a minimum of 30" below finish b. Walls above rade shall be braced untit the structural system is complete. Walls MASONRY 5. Frost protection: All exterior oat g p g 1. Concrete Masonry Units: Lightweight Grade N, Type I (f'm = 1500 psi). STORE grade. shall not be considered to be self supporting. otherwise on lana. 5. Submittals: A copy of all shop drawings that have been submitted for review must be kept at 2• Mortar: Only type "S" mortar consisting of Portland eem:.•nt, lime, and aggregate 6. Center all footings under walls, columns or grid lines unless noted o p shall be used. Provide 1800 psi minimum compressive strength, the construction site for reference. These drawings must bear the appropriate review stamps. The shop drawing review shall not relieve the contractor of the responsibility of completing the project according to the contract docurnEnts. The general contractor shall review and mark all shop 3. Grout: 2000 psi minimum strength at 28 days. (f'm = 1500) drawings prior to submitting them to the Architect for his review. Shop Drawings made from 4. Placement: All units shall be laid with full mortar beds. All head joints shall CONCRETE reproductions of (these) contract drawings will be rejected. be filled solidly with mortar for a distance in from the face of the units not less KING CIW� OR thickness of the longitudinal g 1. Concrete Density: Normal Weight Concrete approximately 145 to 150 pounds per cubic foot. itudinal face shells. At the time of laying, all r, 6. Project. Coordination: It shall be the responsibility of the general contractor to coordinate with than y g, Strength: Minimum ultimate 29-day compressive strength: all trades any and all iterns that are to be integrated into the structural system. Openings or masonry units shall be free of excessive dirt and debris. ~' _ penetrations through, or attachments to the structural system that are not indicated on these 5. Wall reinforcing: Unless noted otherwise on the drawings, reinforce all masonry Footings . . . . . . . . . .2500 psi drawings shall be the responsibility of the general contractor and shall be coordinated with the walls as follows: Slabs on grade . . . . . . . . . . . . . 4000 psi Architect/Engineers. The order of construction is the responsibility of the general contractor. It is Walls . . . . . . . 2500 psi the contractor's obligation to pro�iide all items necessary for his chosen procedure. THICKNESS HORIZONTAL VERTICAL :D All other site cast concrete . . . . . . 4000 psi 7. Observation visits to the site by the Engineer's field represen!.atives shall not be construed as 8" C.M.U. 2 - ##4 C 48" o/c ##5 @ 32" o/c 3. Construction Joints: Continue vertical and horizontal reinforcing through all construction inspection or approval of construction. F. joints. construction joints 8. Contractor shall field verify all dimensions, and conditions. If the contract drawings do not Vertical reinforcing steel shall be doweled to footing or structure below and to 4. Slabs: Slabs are to be placed in as large of sections as possible. Where 0 1 represent actual conditions, contractor shall notify Architect/Engineer prior to fabrication or structure above with same dowel size and spacing as vertical wall steel. Horizontal ARCHITECTS PLANNERS CONSUL TANTS are necessary, provide bulkhead shear keyways and reinforcing dowels as required to maintain constru�zt.ion within that area. reinforcement shall be continuous at all intersecting walls and at all corners. All full section capacity. Control joints shall be installed in slabs on grade so the length to width ratio of the slab is no more than 1.25: 1. Control joints shall be completed within 12 hours of corners and end of walls shall have vertical reinforcement in grouted cells. concrete Control joints may be installed by saw cut or tooled joints a depth of 1/4 9• The structural drawings, plans, schedules, notes acid details shall not be reproduced, or copied, in p whole or in part by the contractor or his subcontractors for preparation of shop drawings or other 6. Openings in masonry: For 8" & 10" walls provide (2) ##4 bars ((2) ##6 for 12" ARCHITECTURAL placement. the thickness of the slab. Contractor is responsible for exact locations and spacing of all submittals. wai s) in grouted space around each side of all openings. Bars stall extend 24 DESIGN WEST PC. control & construction joints. inches beyond the corners of the openings. 5. Form Work: Form work shall comply with ACJ Standards Publication 347 and Project 7. Masonry beams: NI1 masonry beams shall be grwited solid unless noted LOGAN, UTAH B Spec ificatior,s. otherwise on drawings. Masonry '.3eams shall have no penetrations without 1 ss noted otherwise on the drawin permission of engineer. SAL I LAKE CITY, UTAH I 6. Wall rel .forcing: Un s, reinforce all concrete wall as e g follows: CARPENTRY NOTES: 1. Grade: Doug-Fir or Hem-Fir ##2 or better. 8. Grouting: All colis containing reinforcement shall be filled solidly with grout. Grout shall be a workable mix suitable for pumping without segregation and shall COPYRIGHT@ ARHiTECTURAL DESIGN WEST. THICKNESS HORIZONTAL VERTICAL, be thorou hl mixed. G►-out shall be cor►solidated by mechanical vibration DRAWING NOT TO BE REUSED WITHOUT WRITTEN 8 -Wall ##4 at 12" o/c ##4 at 18 o/c 2. Openings: Provide stud and trimmer at end of headers over openings unless noted thoroughly otherwise. Provide joi.,t hangers where joists frame into headers or beams and headers frame immediatley a*ter placement,. and re-vibrated after excess moisture has been PERMISSION OF OWNER AND ARCHITECT into studs without a trimmer. absorbed into the masonry units, blit before workability is lost. "Fuddling" of 7. Provide corner bars at intersecting wall corners using the same size and spacing as vertical reinforme�it is not permitted. The grouting of any section of a wall shall be • 1 wall reinforcing. Dawe! vertical reinforcing to the footing or structure below with the 3. General Framing and Carpentry: Connect all items as per UBC Table 23-II-B-1, "flailing completed in one day with no interruptions greater than one hour. When grouting MARK DATE DESCRIPTION horizontal g is stopped for one hour or longer, horizontal construction joints shall be formed by same size and spacing as wall, column, or pier reinforcing above. Footing dowels shall Schedule", unless noted otherwise. stopping the pour of grout 1-1/2 inch above or below a bed joint. terminate with a 90 degree standard hook, 4. Framing connections shown on drawings refer to Simpson Strong Tie Connectors or ment sufficient to 8. Openings & Steps: Around all sides of openings and steps with a size greater than 12" I.C.B.O. Equal. All framing connections not shown or otherwise indicated on the drawings 9. Clearances: Vertical cells to be filled shall have vertical align -- - shall be connected in a manner similar to the connections shown in the drawings or with maintain a clear, unobstructed continuous vertical cell measuring not less than 2 provide (2) #5 bars (unless noted otherwise) and extend 24" beyond the corners of the opening. approved Simpson Strong-Tie connectors. inches by 3 inches. All reinforcing bars shall be held in position at the top, bottom, and at intervals not farther apart then 192 bar diameters. 9. �onerete protection for reinforcing steel: Provide concrete cover equal to the bar diameter 5. Laminated built-up beams shall be spiked together with not less than 16-d spikes at 12 ---- - ': not less than: inch centers, staggered. Follow Manufacturer's recommendations to built up beam lamination. 10. All reinforcing steel shall be tied place prior to grouting. All vertical bur. - -� t reinforcing steel shall be secured in place at the top and bottom with tie wire or - approved positioners. Laps in horizontal steel s Concrete place against earth or exposed to weather; the be tied and secured in place. Not formed .3 inches 6. All applicable wood framing shall conform to the "Conventional Light-Frame Construction" "Wet-sticking" of reinforcing is not permitted. - -- -ISSUE -- SEPTEMBER 3003 Formed . . . . . . . . . . . . . . . . . 2 inches provisions in Section 2320 of the 1997 U.B.0 unless noted otherwise. 11. Embedded items: Grout solid around all embedded steel bolts, studs, joists, and Slabs on grade . . . . . . . . . . . . . .3 inchesbeams. 40023 Walls - Exterior face . . . . . . . . . . 2 inches 7. All exterior walls and bearing walls shall consist of 2x6 studs at 24" o/c minimum, with PROJECT NO Interior face . . . . . . . . . . 2 inches double 2x top plates and a single 2x bottom plate, unless noted otherwise. CAD DWG F"ILE: Sol 10. Slabs on grade: Any reinforcing steel shall be adequately supported on precast concrete - - units or stand chairs, to keep the reinforcing the minimum height specified or indicated above DRAWN p'r the grade. Lifting the reinforcing off the grade during placement will not be permitted. - 11. Curing: All concrete is to be cured and protected in strict accordance with ACI Cold CHECKED BY: JCM Weather Curing Procedures. Tenting of the concrete and added heat may be required for certain temperature levels. If heat is added, proper venting shall be provided to eliminate the harmful SHEET TITLE effects of carbon eloxir'e exposed to fresh concrete. GENERAL A EPDXY 1. All epoxy shall be Hilti brand or equivalent. The following systems shall be used: STRUCTURAL a. Hollow CMU - Hilti HY20 system with screen tubes. NOTES b. Coneete or grouted masonry - Hilti HY 150 system with HIT inserts. 2. Install all epoxied anchors per manufacturer's instructions and recommendations. 3. All holes shall be sized properly and cleaned thoroughly prior to placement of epoxy adhesive. SHEET No! S•1 Pacific Hwy, 16875 BUP2002-00217, MEC2002.0022f 3 of 61 .... ....__-.-._. . ,,,niY4kc'n w.«."�`: .. ,,.. -. .,...:.,r;.: . . ..,•:...,,._ .:. fjdyl°9�4�1+7�e+vi4d'ik laa.W trntHr. NOTICE: IF THE PRINK OR TYPE ON ANY 1_I 1 III III III 1 1 1 1 1 1 1 1 11 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 III 1IT' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 III III III III III I I I I ! III III III III III III I I III III 111111 III III 1 1 1 1 1 1 1 ' III 1 ! 1 1 1 1 1 1 I 1 � 1 �1 1 � 1 � 1 � 14 I � I � I � 16 -- ' � I �' �__��_-��- :_� - - --- I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, ( -_-_- 1_ ---- _._� --- -_-- _l_ - -_---.___l_ ____ -1_�____.- -� - _ IT IS DUE TG Thi QUALITY OF THE _ ___ N��e ®� ORIGINAL DOCUMENT SZ LZ 9Z Z 6Z EZ Z lTZ UZ 6I 191 GI 9T yI lbT �I ZT tT T 8 fl G 9 s7 I IIII L11 111111�11111Illlllllli!ll II ��lIIIIIIII'i�111I(IIIIINIII I I i 11 I I� I�I Il�illl IIIIIIIII Ilillllil�lllllllll�llll llll�lllllllll�lllllllll� III it .l .ill �� III. IIII III.�IIII�lIIIIIIIIIIIII�IIII�IIII�illllllli.Illl�i! �I .►1111 i f I�IIIIIIIIIIIi�IIIIIIIIIIIIIIIIII.III�IIII� IIIIIIIIIII�illll IIIIIIII III I „_r • PROJECT DIRECTQRY: „-: OWNER SPACE ACE FUEL 901W SW Highlond Drive, Greshom OR 9/030 (1. 03) 665-5693 FAX 665-1741 _ CONCRETE FOOTING SCHEDULE MARK _ DIMENSIONS _ CROSSWISE REIN FORCFMENT LENGTHWISE REINFORCEMENT -, COMMENTS N0. WIDTH LENGTH THICKNESS NO. SIZE LENGTH SPACE NO. SIZE LENGTH SPACE — --- — - --'-: 3” COVER MIN=_-- F-i 2'-0" CONT 12" I - - - (3) 64 CONT. EQ CONT REINF THRU F-2 F-2 3'-0" 3'-0" i;" (4) EQ (4) 04 2'-(0" EQ 3" GO',/ER MIN 3 FOOTINGG: TYP. MASONRY WALL_$: ALL MA50NRYWAl.L5 SHALL 8" THICK. - T.OF. ELEV -_ 9t�'_8" 3 ORGE WALLS PER GE �UGTURAI_ NCITE5 nN 5HEET S_I. GROUT WA, ,L SQUID ;LOW GRApa; T.O.W. ELEV. = IIS'-0" THOUGHOUT S-4 (VERIFY) /— — — — — - S-4 C) S / — I TYP. �^ O — — — — — — — — — — — — — — •-- — — — — — — — — — — — — � X %if�/i •/ il!i�.• ;:ii '/'�/ i � OREGON � 15 /� % // LOWER FLOOR 1-1/2" IN FOOD �' ';; j%i/,%i','.,''�;•; '/%ii'/'.;!/� CLARK %�//// / PREP, TOILET, 4 MECH. ROOMS � r ,Ili!•::,'. .� ;i:�;;. � I 3 ��/ , /� ,�i /,,�.•%.i:"% %i'/.; %///. EHPiR�naN DATE: ,/l, /� FOR SLOPING TILE. MAINTAIN /�� '•;.•:-�/!'% /%' I �- - S-4 ;Z //j/��// 4" SLAF5 THICKNESS. SEE ARCH. /� •�'//!, PLANS FCR SLOPES. SIMI / j/�/�j/ � r., �•/ ! T.O.W. ELEV. = I11'-0" 3 (VERIFY) I � 'f, 2 I I S-4 ! I TYP. TYP. —�) I /,//:/� / • ! I SIM AS READ I I CONVE141ENCE I I I I T.O.W. ELEV. 110'-2" I I I I STORE (VERIFY) I I I i I l I I I I T.O.W. ELEV. = c 9V-6" rj I I 4" CONCRETE FLOOR SLAB I KING CI 5 0R ONvER 4" OF 3/4" WASHED GRAVEL I I TYP. I ! T.O.5 ELEV = 100'-0" I I �— T.O.W. ELEV. = 103'-0" (VERIFY) ~'-- I ! I I T.O.W. ELEV ■ 111'-0" (VERIFY) G I I ! I I r TYN. V I I I I T,.O.o. ELEV I I I I (VERIFY) I I I ARCHITECTS • PLANNERS * CONSULTANTS T.O.W. ELEV. _ 110'-2" (VFF'-Y) -_I I I I 4 I I I I I S-4 TYP ARCHITECTURAL 3 I I I I SIM DESIGN WEST PC. ! ! T.O.W. E L E V - 103'-0" S-4 I I I (VERIF TYP. Yi E3 I I a� I I I LOGAN, UTAH C- 3 SALT LAKE CITY, UTAH 3-4 1 L _ _ _ _ _ _ _ _ _ _ s - - 1__ _ - - Z __ _. _ _ _ _ s - - � _ _ _ _ _ __ s - - J I TYP. COPYRIGHT@ARCHITECTURAL DESIGN WEST. SIM DRAWING N01 TO BE REUSED WITHOUT WRITTEN _ PERMISSION OF OWNER AND ARCHITECT ' �- - - -T _ '--L - -- •T - - - - - -L - _ 1_ _ - _ ._ - - -L - --- S -- - - - - `• T.O.t.U. ELEV = 110'.•2 , F-2 F-2 F-2 F-2 ��•\� (VERIFY) MAkK DATE DESCRIPTION T.CG!.U. ELEV. = 110'-2" — (VERIFY) / 4 6 f T.O.W. ELEV. = 103'-0" T.O.W. ELEV. = 99'-6° S-4 S-4 S-4 ° (VERIFY TYP. TYP. COL. ASE ----- T.O.W. ELEV. = 103'-0" (VERIFY) - - --- ----- FOOTING & FOUNDATION PLAN ISSUE: sEareM�ER soon SCALE: 3/16" = V-0' PROJECT NO: 40023 CAD DWG FILE: S-9 PLAN NOTES: DRAWN BY ZPM I I. COORDINATE 4 VERIFY THIS DRAWING WITH ELECTRICAL, MECHANICAL, ARCHITECTURAL, CHECKED BY: JCM 4 CILVIL DRAWINGS PRIOR TO STARI' 0;= CONSTRUCTION. ------ - -- -- E, 2. REFER TO ARCH1 CTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN ON TH15 DRAWING. SHEET TITi A 3. REFER TO GENERAL STRUCTURAL NOTES (5-1) 4 THE PROJECT SPECIFICATIONS FOR FOOTING & A ADDITIONAL REQUIREMENTS. FOUNDATION PLAN 4. REFER TO DETAIL (2/5-4) FOR TYP'CAL SLAB CONTROL JOINT, AND CONSTRUCTION JOINT DETAIL. CONTRACTOR SHALL DETU.1`�MINE LOCATIONS OF CONTROL 4 CONSTRUCTION JOINTS. i SHEET No, S•2 Pacific Hwv. 16875 BUP2002-00217, MEC2002-00226 4 of 61 A NOTICE: IF THE PRINT ORTYPE ONANY fIt- tII tll ' III ' III III III Illi ! � � il ; � lll I I III tl! IIT I�! ! II ! II III I t III III IIIIi11 III III III � I I1 II � 111111111III� I � I l i s I 0 T IMAGE IS NOT AS CLEAR AS THIS NOTICE, 21- — --— ---�-- -- -- —-- 1- 1 1 11 12 __----- gl_ -- --�1 =— —----� � IT IS DUE TO THE QUALITY OF THE No 38 ORIGINAL DOCUMENT hl �IIIIIII 1111f1IIII IIIIIIIIII� 111111 1111 lI,lliillll►I � . Ilil ►II ►!I 111►I�IIDill �II �IIll►►III1II►III�IIIIiII►Il��lll�llill1ll�l ►III�I►II1II IIII��IIIIIII�I►III IlII►I�I�I� l�lll �►��I��II111I 1111111IIIII T ___ i 011ll A l111I � H�ll , ll !I llI lub11�1I11�r4lIlI� 1IIIII llllllll►I PROJECT DIRECTOPY OWNER. SPACE AGE FUEL 901W SW Highland Drive, Greshom OR 97030 Im' MIN. Im' MIN. (503) 665-5693 FAX 665-1741 �* �-� AREA "A". 5/8" OSB S14EATHING F,".STENED WITH 8D NAILS +� O/C ALONG ALL PANEL EDGES t 12" O/C IN THE FIELD, INSTALL BLOCKING ALONG ALL UNSUPPORTED PANEL EDGES. D &FAN PERPENDICULAR TO JOISTS. A � A l &EA "F�: 5/£V OSB SHEATHING FASTENED WITH 8D NAILS s ll 6" O/C' ALONG 4LL SUPPORTED PANEL EDGES e 12" O/C IN THE FIELD. NO PANEL EDGE BLOCKING REQUIRED. TYP i SPAN PERPENDICULAR TO JOISTS, SSE SHEET S-i 3 TFOR MASONRY" WALL RiEINF. S-5 O/C 3 TYPICAL d O ROOF SHEATHING PLAN I II 14 OWL- V-W-W 4 - --� S-5 TYP. M M _, S-5 -� - I0 FPpF m m m I I ��cif Cm P I p p �I �t,, � Z DESIGNATION INDICATES ROOF I- ) 693 Zi DEAD 4 $NOW LOAD PRC}FILE. I ^', C'4 -�' N -�-� I c i c i -� M c i GH. IT In OREGON IL IN ADDITION JOIST MANUFACTURER I -7 m -� m m m m v v m m yd 1-� J J J + I p �Q SHALL INCLUDE POINT LOADS, a- D p p p p p p � m m 0- I 15 V WSNL = 100 PLF MECHANICAL. UNIT WEIGHTS, AND _ SCREEN WALL LOADS SHOWN ON THE WDL e ro0 PLF r='LAN, THESE ADDITIONAL- LOADS ARE I I\ / CLARK --- NOT INDICA=TED ON THE JOIST LOAD PROFILES. I--- I � / t Q� I I I I I rxPIRATION DATE: N + CONVENIENCE 5 Q5E13 j IST a I I STORE S-6 _ --- Qg I D ICN Y n J01MAX ac R TYP. __------- `3� G I I I I CANTILEvERED 2X12 TS 0 WSNL a 50 PLF QJ I I I I _ I 24" O/C7TYPISTHROUGHOUT WDL = 30 PLF 14 I - --------- >, 45 4� I QC I `Q5 Q� I II 16 KING CITY, OR � S-7 I '� � I 3 � 1 S-7 2X4 SCREEN WALL TYP ^/ Q ' -- -- TYP. I- =- - ---- �,� I T I I _�_ If v �7 YPIGs L (90 PFI 13 I I — SIM 6 6 S-7 TY S-6 I 45 t Q� I Q� �� Q� �A 4C 4 Q0 Q a� c I I 5 - I � D 15 I Z Q5 !I _ • — — - I I N TYP. I co , (J-2 ) �{�/ S-7 ,1 I I I I 1 I I I I - 1 I -------�- t TYP. ARCHITECTS PLANNERS • CONSU!TANTS 12 I ' I I 1 �- --- RB-3 I I I I I I I I I I I I I I -- — I RB-3 I 12 - - 4-/ S-7 I I I I I I I I 1 I I I I I I I S-7 I i i I I I I 1 1 1 I r 11 t r r t t -- I OPP ARCHITECTURAL I WSNL 8(o PLF WSNL x 50 PLF I B-1 OVERAC WI DO S — I l7ESIGN WEST PC. I � B ml I + \�- CANTILEVER BEAM WDL • 30 PLF I a I I � LUGAN, UTAH E3 1-------- ---- -! I __ I SALT LAKE CITY, UTAH F.� - 16 RB-1 2X10 ----- RB-1— ---- _ RB-4 -� � � 16 `— COPYRIGHT@ ARCHiTECTURAL DESIGN' WEST. TYP. S 7 TRIPLE STUDS BELOW S-7 DRAWING NO(` TO BE REUSED WITHOUT WRITTEN TRIPLE JOISTS TYP. � 1 16 1 11 16 TYP. � PERMISSION OF OWNER AND ARCHITECT DBL STUDS BELOW DBL S-7 S-7 S-5 S-7 S-� _ (J-3 STUDS TYPICAL slm � SIPA �� TYP. IBEAM TO GONG. TYP. OPP WALL CONNECTION MARK DATE DESCRIPTION TYP. BEAM TO STL. SEE DETAIL 9/5-ro `--' - --- COLUMN CONNECTION - 2X6 WOOD STUD WALL OVER ALL SEE DETAIL 5/6-6 WINDOWS e CONC. WALLS 0 INDICATED ---- -- -- LOCATIONS. 5PA(.:E STUDS '111) 24" O/C MAX, BELOW ROOF JOISTS. ARRANGE STUDS TO -_ ALLOW PROPER ALLIGNMENT OF CANTILEVERED _— CANOPY JOISTS 4 DIAGONAL BRACES. SHEA-H W/ 1/I6" OSB FASTENED WITH 8D WSNL 86 PLF NAILS * 4" O/C ALONG ALL PANEL EDGES e - WSNL - 50 PLF 12" O/C IN THE FIELD. WDL 30 PLF z s u E SE"EMBER 2003 PROJECT NO: 40043 - _ -- — - v T-- , ROOF FRAMING PLAN BEAM SCHEDULE CAD DWG FILE — $•1 SCALE: 3/16• = 1'-0" - - MARK MATERIAL GRADE SIZE COMMENTS DRAWN BY: ZFM (J-4) ELAN r�OTES: — (3) 1-3/4" - NAIL LAMINATE PER CHECKED BY: JIM WE-I LVL /MICROLAM> 1.8E MIN. X 14" - I. COORDINATE t VERIFY TNI DRAWING WITH ELECTRICAL, MECHANICAL, ARCHITECTURAL, MANUF. RECOMMEND. A t CILVIL DRAWINGS PRIOR TO 5TART OF CONSTRUCTION. RM-1 L-VL (MICROLAM) IBE MIN, 1-3/4" X 5 1/4" SHEET TITLE: 2. REFER TO ARCHTECTURAL DR�-IUINGS FOR DIMENSIONS NOT SHOWN ON THIS DRAWING. RB-2 - J ROOF FRAMING LVL (MIGROLAMI 1.8E MIN. (2) 1-3/4" X 9 1/4" NAIL LAMINATE PER MANUF. REGOIIME��p 3. F O GENERAL STRUCTURAL NOTES (5-1) � THE PROJECT SPECIFICATIONS FOR ADDITIONAL RE:OUIREMENTS. Rd-3 LVL lMIGROLAMI i.BE MIN. 131 i-3/4" X 9 I/4PLAN O JOIST DEAD & SNOW LOAD PROFILES 4. ROOF ;01ST MANUFACTURER SHALL REVIEW AND APPROVE JOIST LAYOUT e DE51GN RB-4 LVL (MICROLAM) 1,0E MIN. (2) 1-3/4" X 9 1/4" PRIOR TO START OF GON5TRUGTION. JOINT MANUFACTURER SHALL SPEGIFT ALL SCALE: 3/16" = 1'-0" BRIDGING (REOUiREMEN S. �. ---- -� -- SHEET No: S•3 Pacific Hwv 16875 BUP2CO2-00217, MEC2002-00226 • o" 61 NOTICE'. IF THE PRINT OR TYPE ON ANY IIIIIIII� ' IIIIlI111IIIIIIl1I12 iIIIIItIIIIIIII i IIII � lilll1II I I III I I I____- �__-_-____ I IIS l I I ► ► I I I III ► 11 IMAGE 1S NOT AS CLEAR AS THIS NOTICE, << 1_ 1 ✓.L___ ln�- L-11�.-.._-L- IT IS DUE TO THE QUALITY OF THE No 38 ORIGINAL DOCUMENT _ __� �_ _ __ _ Q(7, 8f L�Z �8li t'l 6z I v r Z I$ 1 - t I It tl'mll�� IIli�llll�lllL�I11�11,II�IIIII,i,l�lllll� lil�il lu II I�IIII�IIIIIIIIIIIII�II.I IIII�III II �� I c� � I �Illllll�l SII llllllllllll�llll IIII Il�lil I I�III 1I1111,I�II111I111JJ llll. 11.1111111.J.1J.111�111UL1�I��.l.�ll111111�lIIlI� III N - -_ -� --------- --.______- - ----- Y^ --- -- ------ --_- _ _ _-_ -- PROJECT DIRLCTORY GLAZING 5T'STEP1 _ OI, 103'-0" OWNER SEE ARCH. SPACE AGE FUEL 901W SW Highland Drive, Greshan DR 97030 SAW CUT OR TOOLE5 - (503) 665-5693 FAX: 665-1741 STRIP, MAX. SP QC!NC = 30' /FILL JOINT WITH ELASTGMERIC SEALANT I a �r STANDARD HOOK /48 LAP DIAMETER � — � 8' CMU WALL SEE PLAN LL SEE PLAN 50L 10 GROUT BOTTOM SOLID GROUT BOTTOM - THREE COURSES THREE COURSES 48 BAR DIAMETER VERTICAL REINF. I GONG. SLAB LAP NOT SHOWN GONG. SLAB L - SEE PLAN 5EE PLAN HOOK MAIN WALL CONTROL JOINT E `:~ EXT. SLAB - REINF. Al END OR _ - I EXT. SLAB ;j. !i± PROVIDE CORNER BARSAS REQUIRED •48 BAR DIAMETER I " -- a LAP (1)-�J4x CONT, EA. SIDE � '` 4 v �--- a v d d 48 BAR DIAMETER EXTEND a a _ ° LAP _ -- REINF. 1HRU JOINT u WEW. .A_x1 STANDARD HOOK ' _� ' �• - '. . • - - _ III—III—I!I --III—III-- I i III---•III—I(! �'� � —I 1 I—III—I I 1 — ---- I= 11= !1= i II n I dl c ° III! DOUBLE CURTAIN SINGLE CURTAIN SEE PLAN ;III � � a II I_ a !!= 11= I I; _ CONSTRUCTION JOINT =1 I I L� � =1 I f a II=_ ° _° _ _ _ IIS ��o PRor4. —I!!—J 11=1 I I—III--! II I I—I I!—!I I FTG. ��I SS I i)I lhill l liiil l lulll4lil ii�I(dilllllllill Il;,�ll • _ 5EE PLAN Ii-IiI I l r-lir=-ili Iii-IiI-TTI SEE PLAN v/� f X02 HORIZ. BAR DEVELOPMENT AT INTERSECTIONS TYPICAL SLAB JOINT DETAILS MASONRY & CONCRETE OREGON z DETAIL DETAIL : � �� 1 � 2-+- CLARY, S � 2 SCALE: REF: S-2 EXPIRATION OAT SCALE: 1 =1 -0" REF: S-2 SCALE: : SCALE: IPJV I I a 103'-0" j C FULL-PEN WELD A-10o LAP I''.:,1 WALL SEE REINFORING TO EA. FACE _i� " ' 8" C1"iU W,.LL ARCH. GONG. SLAB OF GOLU1IN e ALL INTERSEGTINCs / SEF PLAN CONVENIENCE SEE PLAN HORIZ. WALL REINFORCING i STEEL COLUMN E><T. SLAB SEE PLAN STORE I I GON � SOLID GROUT BOTTOM 3 /4 SEE PL ANCHOR I I / THREE COURSES _ 4" OF 3/4" 1 BOLTS ll" EMBED[).) I / GRAVEL • a 3/lb' •" � � CONC SLAB I�'.;.i• SEE PLAN E�e-- -T. SLAB ° ° KING CITY, OR ' 111 - o MASONRY WALL 'I) -I I 1=III=1 I I '.•'. III--►I i—I I 98,..8„ �— v _ _ _ _ _ 211 I' }:•�'�:f• � f f -' =1 I I-1 I I--1 I I—I I I�i I I_ _ ��I I I-1 I I-1 I I^I 11.-1 I i^I 1111 ° °a 1 1E1 1I- 1I I I I A - - — — :: '' I I-1 I_I • 3/4 THICK BASE — :III—III—.III-III_-. :III=!I I I I! ! — a I I!_I PLATE — — ' I I I I I! -11-F ��IIl III 11 I II I:I I I�11 I I 1111 II 11-- •I I II I I I I ft SEEPLAN GONG. I I IE I I ARCHITECTS • PLANNERS • CONSULTANTS ARCHITECTURAL It' III=,-! I I I !—III=I i I I _ GONG. FTG. i SEE PLAN DEIGN WEST PC. LOGAN, U TAH B B _ - SA!T I_AKE CITY, UTAH DETAIL DETAIL _ COPYRIGHT@ ARCHITECTURAL DESIGN WEST, SCALE: 1"-1'-0" REF: 5-2 - SCALE: 1"=1'-0" REF: S-2 - SCALE: i"=1'-0" REF: S-2 DRAWING NOT TO BE REUSFG 'rr�THJUT WRITTEN PERMISSION OF OWNER AND !ARCHITECT MARK DATE DES.:RIPTION ISSUE. SEPTEMBER 2003 PROJECT NO: 40023 CAD DWG FILE S-4 DRAWN BY: _pm CHECKED BY: JCNI_ SHEET TITLE A FOUNDATION A DETAILS 1 SHEET No: . SE4 Pacific Hwv. 16875 BUP2002-00217, MEC2002-0022t 6 of 61 ik ✓. 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STUD ad B 4" O/C _ INTO BLOCKING \ ROOF SHEATHING (2) SIMPSON SDSY4X3 WOOD \ - 2X(o RIPPED CONT. SCREWS 0 EACH TOP CHORD 8D s 6" O/C ROOF SHEATHING I D 2X BLOCKING BTWN SEE PLAN JO16TG l 1&%:A WAlL6 — �\ 6 4" O/C STAGGERED _ — SEF DETAI 1/8-5 - ATTACH WITH - I - FOR ADDITION NOTES - 1 C.ON5T, ADHESIVE CONT. ! I !3J 16D PER JOIST I I 1• I I I I 1 I I I 1 I I I I SIMP30N H-4 EACH SIDE I&D NAILS - 2X FACTORY INSTALLED A5 SHOWN I I LOAD TRANSFER BLOCK ; s EA. JOIST // BEYOND a EA. SUPPORT 1 LOCATION 2Xlo STUD WALL SIMPSON A-35F • SEE PLAN ACR055 JOINT PREMANUR /1 �� ROOF JOISTS ISD NAILS SEE PLAN p PRp AS SHOWN n [ - ---;- - , -:-.-: �, � �FFSS L'D w 4" O/C • ------------ - - 2Xro BRACE _ ------ -- '�'- - � C' N f i / EA. JOIST IroD -6 V" O/C \ �1`" s9 r 2X BLOCKING _ -�� I ROOF SHEATHING BTWN JOISTS 2X1'0 BLOCKI oKEcoN _ SEE PLAN 2X4 CONT. W/ <2J i � /- BTWN. JO1frT� � � 15 . % � 16D INTO EA. J015T /- / CLARK �P 4 SUPPORT STUD - • • ' EXPIRATION DATE: SIMPSON H4 a EA. 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DRAWING NOT TO BE REUSED WITHOUT WRITTEN PERMISSION OF OWNER AND ARCHITECT �:. 8D 6 4" O/C �IARr: INTO 2X BLOCKING _ — DATE - DESCRIPTION 8D 10 4" O/C --- 2X FLAT BLOCKING �- INTO 2X BLOCKING BTWN. JOISTS W/ - - Ia 4" O/C STACiGERED BTWN. JOISTS iD INTO LEDGER Sd PER TYPICAL � � 80 � 3" O/C INTO 4X _ - SD 3" O/C INTO 4X8 SHEATHING NAILING EXTRA t•2J SETS OF %� / ROOF SHEATHING EXTRA <2J 04 GOIJT. BAR ROOF SHEATHING (2) 64 CONT. BAR - - ------ A.B. LOCATIONS A.B. LOCATIONS 10D 3" O/G ROOF SHEATHING ALONG SLOPE --- 114'-2" vAR1Es ISSUE: SEPTEMBER 2003 -- 1 40023 • , , , , PROJECT NO' - 1 II 11 4X8 LEDGER W/ �.. 4X8 4'-0" LONG ALONG I 4X8 LEDGER W/ CAD DWG FILE. S•4 SIMFSON LTT 9 " 9 " 3/4" A.B. 's IZ" O/C SIDE OF JOIST TOP CHORD -� JOIST TOP CHORD 3/4 A.B. 24 G�/G STRAP / 4X�o JOIST STRAP ' ' s STRAP LOCATIONS l 4 � STRAP LOCATIONS � � � � � � � DP.AWN BY: ZFM 4 STRAP LOCATIONS 3X I LOCATIONS. OTHERWISE, -- - SIMPSON LTTIc3 STRAP 2X6 JOISTS 9 24" O/G i CHECKED BY: JCM e 5'-O" O/C MAX. o----- TRU55 WEBS BEYOND � ----- -' ---J 4X8 x 4'-0" LONG - SIMPSON LTT19 STRAP 2X8 LEDGER CONT. SHEET TITLE P(�EP-IArJ F. JOISTS r,'-ta" O/C. W/ (4J I&D NAILS J ;r 1 11 •". MASONRY WALL g EA. TRANSFER BLOCK A MASONRY WALL 9 24" SEE PLAN DETAILS /'� 1 A SCE PLAN (3) SIMPSON A-35 LOAD TRANFER BLOCKS, Z " 11 II 11 11 SPACED EQ. FACTORY INSTALLED, -- s F.A<=H PANEL POINT -,;- il -U TRIPLE J015T - r DET _ _1r AL /- DET AIL [DET/4 I L SHEET No: cCALE: 1"=1 r-0" REF: S-3 SCALE 1 =1'- 0 — REF: SY5 SCALE: 1 =1 0' REF S-3 Sm5 Pacific Hwv. 16875 BUP2002-00217, MEC2002-0022 t 7 or 61 L NOTICE: IF THE PRINT OR TYPE ON ANY 1 1 1 III I I Ili I I I I--I-I-_ill - I ill I I I I I jI �IjljijIl I.__.. - - --- -- � I ----I - - ------I----__- I I I I I I Ill ill II I I -i-l-1-l 1-2 1IMAGE IS NOT AS CLEAR AS THIS NOTICE, 611 ,Tll. -74 1 -- (- I_ - __� IT IS DUE TO THE QUALITY OF THE No.39 -�:' f,,.i +aa+flYdliiltu� ti<, (IIIII ( I11141,11 tlORIGINAL DOCUMENT ti Ii18II1 �IEII t ilimTII1III[ � G I 8 LUL 8 llZ uuTIIalMNll.IIIIIIz 7t�llll II�IIIIIIIIII III II 1 PROJECT DIRECTORY: OWNER SPACE AGE FUEL 901W SW Highlond Cr ive, Greshnw OR 97/030 SD 10 4" O/G INTO (503) 665-5693 FAX: 665-1741 BLOCKIW-i (2.1 51MRSON A-35 2X8 LEDGER CONT. EA. BLOCK SIMF'SON A-34 W/ (4) I&D NAILS INTO a EA. SIDE EA. JOIST TRANSFER BLOCK D SEE DETAIL 1/6-5 SEE DETAIL I/6-5 t 5/6-6 /•� . • . . , . ,~ ADDITIONALNOTESIx- FOR FOR ADDITIONAL NOTES •'• , 1 II II 11 II 11 11 11 II I I I I I 1 11 I 11 II II II 11 II II 11 11 11 11 11 II 1! II 11 11 11 II 11 11 II 11 11 II 11 ><(o BLOCKING _� 11 I I 11 11 I I 11 BTWN. JOISTS II II 11 11 II II ii 11 ii 2-X& s 24" O/C 11 11 II I I 11 11 ' 1 '1 I1 „ 11 11 11 II II 11 II II 11 II II II 11 II 11 11 11 11 11 II 11 11 11 II 11 11 11 II ; i X6 LEDGER ,,II'� 1 1 I I 1 1 CONT, \ 11 I I I I 1 1 I I I I II 11 11 II II 11 II , I 11 11 II II II II II 11 II 11 :1 \ it I ; 11 II 11 II SIMPSON /a-34 LOAD TRANFER BLOCKS, ('� 1 I I I I EA '�IDE -' 1 11 I I 11 11 11 / FACTORY INSTALLED, 1 11 II II 1 II 11 TI 11 11 11 11 11 • 1 11 .• ,I 1 I EACH PANEL POINT II 2X6 BRACE 9 �-1 c, 1 N £ s/2 / EA. JOIST W/ 0 �' O (l) ICED EA. END ti 4 69 E P I � OREGONN TRIPLE JOIST `s ti 15 . � _ / GgCLARK �PJ • ' 2X4 SUPPORT is ! ' • EA. JOIST W/ -- (8) 16D 0 EA. END r ~T 3/Ifo" PLATE STEEL. 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STEEL I I UV (2) 3/4" x a" HEADED STUD CAD DWG FILE: S4I SADDLE I I 3/1611 ANCHORS a 3" GAGE I I (2) 03 HAIR PINS — • L ^--- -' AROUNC H5A ------- - STEEL COLUMN DRAWN BY — ZFM ANGORS � -- -- '' SEE PLAN CHECK BY: JCm 411,46 SHEET TITLE: --` -- • �- SECTIONELEVATION DETAILS � I NOT SOME ITEMS NOT SHOU.N FOR NOOK SOME ITEMS NOT SHOWN FOR 4 CLARITYCL_ARIT't` 00 2X10 v 24" O/C —_ -- --- - - - ---- -__-- — r DETAIL T" I SHEET No: SCALE: t"-1'-U" -REF: 5--3 SCALE: '-1DETAIL U" REFS- S-3 --- - SCALE: 1"=l'-U.. REF: S-3 1 SCALE: I -1'-0" REF: 5--3 Sw6 Pacific Hwv, 16875 BUP2002-00217, ►AEC2002-0022(3 8 of 61 NOTICE: IF THE PRINT OR TYPE ON ANY L f I f 11 ' III 1111111 III 1 1 1 1 I III III III III III III III 11111 1 1 III III 111 III III III III III III Ili I I III III III III III 11 1 III I I III III I I 1111 1 1 1 1 1 1 1 1 1 111 11 III III IIIII I IMAGE IS NOT AS CLEAR AS THIO' NOTICE, I I I 1 1 I 1 13 14 I I Ij� I 1 16�I I '� I g I 1 I I i� I I 11 - l _- - -- I_-_ -- � - ---� _ -- -- - --- IT IS DUE TO THE QUALITY OF THE NI.38 Z E7lll1111 -%,►► Z►►III►jot,1111111111ill I{IIIII111111► TIIIIIII I11TII1 �T 111�E117/1111{. t�lllILII{III IIIIeaI � I �llllQORIGINAL DOCUMENT �I �� III6I1IIII�II8III 1ILI11z1 II9IIIZIIIIll,IlIlll� �Ib -111.11V1I£.111Z _ T�q,�N I ll111111111�N111 , PROJECT DIRECTOLY: 4OWNER: SPACE AOF DUEL 901W SW Highl-A Drive, ureshQm OR 97030 (503) 665-5693 FAX: 665-1741 PARAPET PER DLTAiL 1/6-5 \\ /� SIMPSON H-4 EA. SIDE OF EACH J015T 2X4 ;STUDS 24" O/C D (4) 16D 1• 1 1 I 1 I I 1 1X4 BRACE EA. STUD 1 1 I 1 1 1 1 1 I 1 1.1 I I �\ SIMPSON H-4 0 I 1 EA. BRACE , 1 I • (8) 6IMP60N SDSYaX3 ` 2X6 RIPPED CONT. I WOOD SCREW A5 SHOWN ( FASTENED U;/ (2) 16D '•' INTO TRANSFER uu PER JOIST _ I C:;K BEYOND SIMPSON A-34 BL •I �.� EACH VDIE . - ------------ _ 2X6 BRACE PER ________ CONSTRUCTION DETAIL I/5-5 (2) 16D ADHESIVE CONT. _ \ 2X4 CONT. PER DETAIL 1/6-5 EA. JOIST p p,ore S PER DETAIL 1/5-5 7DOUBLE JOIST Ne S� SEE PLANcU 4,, 69303P 1_ • -� - \ PREMANUR JOISTS \ w SEE DETAIL •• / ID 24" O/G \ Jy 15 11o° -�� 14/5-1E2 F7 ., 2X8 SUPPORT i CLARK F7 A - (8) SIMPSON SD£14X3 WOOS "- ExPIRAnON DATE: SCREWS AS 514OWN DETAIL t o I L L I I �• r�� SIMPSON H-16 SCALE: 1"= 1'-0" REF: S-3 C EA. SIDE \ CANTILEVERED �- WOOD BEAM _ WOOD BEAM BEYOND SEE PLAN a SEE DETAIL 12/6-1 2X10 RIM 1 JOIST CONT. (2) S CONVENIENCE CLI H-355 CLIPS 2X10 CANT. STORE 01 JOIST (2) SIMPSON A-35F 10' MIN, ACROSS JOINT DETAIL (2) SIMPSON KING CITY9 OR — SCALE: 1"=1'-0" REF: S-3 A-35 CLIPS 1 WOOD BEAM SEE PLAN DETAIL PARAPET PER REF: S-3 DETAIL 1/5-5 SCALE: 1"=�'-0" i rwr SIMPSON A-34 ARCHITECTS PLANNERS • CONSULTANTS 1 EA. SIDE 5/4" BOLTS TYP. - WOOD BEAM _ °iEE PLAN ARCHITECTURAL WOOD BEAM DESIGN WEST PC. �� ;><; ;><, SEE PLAN -1-------= 211 I I ' • • . • • 11 II 11 11 I I , I - • • I �� 11 II II � � Mai; l l I 1 , , , , , , LOGP,N, UTAH IQ ° SALT LAKE CITY, IITAH 11 II 11 II 11 11 11 II 11 II II 11 I (� 1 , 11 II 11 II 11 II 11 11 II i -1 0 COPYRIGHT@ ARCHITECTURAL DESIGN WEST. 11 II 11 II II ; I _ DRA'NINC NOT TO BE REUSED WITHOUT WRITTEN II II II II II II II II II 11 � II 11 PER DETAIL 5/S-ro " PERMISSION OF OWNER AND ARCHITECT II 11 11 11 II 1 II II 11 II II II tr f" 11 11 II 11 II II LOXioX1/4 ANGLE 11 11 11 11 II 1 • '1 1 " OR BENT PLATE EA, SIDE f ' I f MARK DATE DESCRIPTION 11 1 11 II 11 11 II II II 11 II 1 . 11 11 11 11 II II II 11 I 11 II 11 11 II II 11 11 II 11 II fl )7 CONNECTION PER ./1 DETAIL 15/5-1 I I 1 1 1 1 I I I I 1 1 AN VI W_ ,_. SECTION _- -- 11 11 , >< I T ><- '><: ><' '><' 2X8 SUPPORT BEYOND - /� SEE DETAIL 11/5-1 DETAIL --- _ SCALE: 1"=1'-U" REF: S-3 PER DETAIL I/5-5 `- \ CONNECTION PER / DETAIL 15/5-1 f ISSUE: SEPTEMBER 2003 . 0 PROJECT NO 40023 0 0 CAD DWG FILE: S-4 -- - WOOD BEAM -- — --- - STEEL ANGLE SEE ,'LAN DRAWN BY; ZFM --_ \_ CONNECTOR PER I < BOLTS PER ---'� -�- • DETAIL 6/S-C� DETAIL 15 ABOVE \ CHECKEP BY JC{H GANTILEVERED -- - -- - !.�'� WOOD BEAM WOOD BEAM I S itET TITLE A WOOD BEAM SEE PLAN SEE PLAN SEE PLAN DETAILS A WOOD BEAM SEE PL, J DETAILDETAIL SCALE: 1"=1'-0"— _ -- REF: S-3 _ SCALE:_ F1 =1' I?E, :-U" S-3 -� SHEET Na: S•? Pacific Hwv. 6875 BU1`12002-00217, MEC2002-00226 901 61 ISI I f l l l l l l l l l I I I I I ' I I ' I I 111 I I I' I 1 I'r I I I I I 1 1 1 1 1 I I I ! 1 1 1 I I I I I I I I 'I I I I 111 I I I I I 1 1 1 I I I I I I ' I I I I I I ' I I I ' i 1 1 1 1 1 1 1 NOTICE: IF .i SIE PRINT OR TYPE ON ANY I III I I III I I ! ! 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C2-A A 11 ° • ■ ® _ A2 ^ n BouldereEng�neer�__ 9 1r Q 811 West Ceclor St , 0 N T.Q. 0 1208) 478-4613 Fa:; 47@-4617 Attn; Cliff Hotmes L _ - - I o 99'-10 1/4 ,�FOOI(P�EP L— ° ELECTRICAL �2-c6A2„ ° Boulder Engineering • 1 0 811 West Cedar St., Pocatello, Idoho 83201 613`) :�C'ANICAL - G 0 (208) 478--46'.3 Fax 478-4617 Attn Stan .Johns 10 I ►� 1 8” 111 12"x30" '} O PLUMBING 0 0 Boulder Engineerin LADDER dt 0 811 West Ceclor St., Pocatello, Idoho 83201-61 9 / ROOF HATCH i3 0 (208) 478-4613 Fux 478-4617 Attn; Cliff Hopes N 2 ` 07120 Cl 0L)p 0 � r � r 0 4-90 4-4 5 3 I 36 I I 104 24`X36• of 0 �,� NO. ---�- 42•[�r}'~ 0 1-A T.O. 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CONTRACTOR INSTAU.EO SOAP DISPENSER 10801 SS INDICATED ON PLANS a 10801 REI'TRENCE NORTH © LENGTH INDICATED ON PLO'4S I ONLY, FOR TRUE SHEET No NORTH ORIENTATION 10801 SEE SITE PLAN NORTH A110i Pacific Hwv, 16875 2 3 1 4 1 5 BUP2002-00217, MEC2002-0022F 10 of 61 1 L r iii i l I �l l � l lir 1� 1 ill l �l l 11 � ; i �ri ; �i ill lei ill i � I I I i� i �l� i l �l SII I � I I�l lei i ILII , � �l l�! iii l � l Iii ill �l � l Iii � � i iii �i it NOTICE: IF THE PRINT OR TYPE ON ANY I I1111111111111111I I I i 'IMAGE IS NOT AS CLEAR AS THIS NOTICE, -- 11111111111 ; 11111 Z -- ---I - - 4L- I- - _L _I. . 61 L..__-- L- ---I_--$L - - ---_ � -=- -_�UI. I 1 --- 1 I 'J - ---- IT IS DUE TO THE QUALITY OF THE "°.3e ORIGINAL DOCUMENT 99 � , z � II I t I tI(-tIi�rlll-u-lu--_lTllsl � li�lll�uui �e !iz c 1 2 - - 3 4 5 PROJECT DIRECTIJR'f OWNERt SPACE AGE FUEL 901V SW Highland Drive, L,resham OR 97030 (503) 665-5693 FAX: 665-1741 At CIVIL A30 I 00 0 0o a o 0 0 o0 0oinmi5clocmooloc-xog I ofooioaoouooioo!mc--)IO010010-010010 0oooo ' STRUCTURAL o o Structural Solutions Inca 76 Canterbury Lane Logan, UT 84321 I '109 0" D Y 0 WALK-IN COOLER � Phone Et Fax (43S) - 050 MECHANICAL D MI Boulder Engineering (� 811 West Cedar St., Pocatello, Idaho 83201-61.9 -Ah-OPEN I F P 0 (?08) 478-4613 Fox 478-4617 Attn: Cliff Holmes ELECTRICAL CHEF EL o Boulder Engineering 104 811 West Cedar St., POCatellD, Idaho 83201-6139 (208) 478-4613 Fax 478-4617 Attn: Stan Johns PLUMBING p , Boulder Engineerin O 811 West Ceclor St., Pocatello, Idaho 8320;-61 9 (208) 478-4613 Fax 478-4617 Attn; Cliff Holmes G ' 0 � � . Tye. 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CEILINGS ARE GYPSUM BOARD ON METAL SUSPENSION SYSTEM U.N.O. 1 J APROXIMATE LOCATION OF CANTIUVER OVERHANG FRAMING, CONTRACTOR CAD D wc, FILE.E 40066_A100 SURFACE MOUNTED FLUORESCENT FIXTURE SEE DETAIL A7/A_ TO COORDINATE ACTUAL LOCATION OF FRAMING WITH CEILING ELEMENTS O RECESSED INCANDESCENT FIXTURE CEILING HEIGHT ABOVE FINISH FLOOR AS REQUIRED TO ALLOW FOR INSTALLATION AS SHOWN, DRAWN BY DRH O SURFACE MOUNTED INCANDESCENT FIXTURE _1 T 2 DRYVIT COLOR #108 MANOR WHITE CHECKED BY: SWT ® SUPPLY OR FRESH AIR GRILLE :MATERIAL AND FINISH REFER TO FINISH PLANS. 0 0 RETURN OR RELEIF AIR GRILLE SHEET TITLE: AXHAUST AIR GRILLE a E REFLECTED A IBI EXIT LIGHT CEILING PLAN ROOF ACCESS PANEL. COORDINATE ALL ACCESS PANEL i LOCATIONS WITH MECHANICAL AND PLUMBING EQUIPMENT SEE MECHANICAL do PLUMBING DRAWINGS FOR ADDITIONAL ACCESS PANELS AS REQUIRED 2'-0" X 4'-0" SUSPENDED ACOUSTICAL LAY-IN CEILING SYSTEM, SEE STANDARD SUSPENSION DETAILS A—. LAY-IN CLG SYS 09511 REFERENCE NORTH ONLY, FOR TRUE SHEET No: NORTH ORIENTATION SEE SITE PLAN P40PTH A102 4 Pacific Hwv. 16875 1 2 3 .J BUP2002.00?17, MEC2002-0022` � 11 of 61 NOTICE: IF THE PRINTOR TYPE ON ANY Ill1illllllltll Ili IIIIIIIII I IIIIIII VIII IIIl1IIli11111111 IIIIIII Illll I IIIIIII IIIIIII IIIIIII VIII Illllllll 1JII{11lIllllll ILII I IIIIIII 1111111 Illllllllllllll IIIIIII ill I I _ L � L I II I - IMAGE IS NOT AS CLEAR AS 'THIS NOTICE, IT IS DUE TO THE QUALITY OF THE �e -:--- ORIGINAL DOCUMENTIII � IIItIIIIIIIBII1ITIIIIIIIGII�tIIIIIIIoIIfITIII�III9lllllll 6It " t; S L 1 I Z 1116 11 �� IIIII1111ZIIIIlll ll6zI1111811III � f II! III !�I! 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(208) 478-4613 rax 478-4617 Attn: Stan Johns T I I PLUMB.4 ROOF HAT _ Boulder Engineerin 07720 -' — — — "- 811 West Cedar St., Pocateilo, Idaho 83201-61 9 (208) 478-4613 Fax 478-4617 Attn: Cliff Holmes 120'-6" 'H PARAPET CA SINGLE PLY MEMBRANE ROOFING SYS O OVER � �E„��`• { T.O. AWNINGRoe oINSULATION I .� T� icy% r -1 +0" +1 I I I OCAN, �? al F F 1 I - I I WW 1 ---— °- lV 'r' TAPERED ROOF INSULATION z 07540 ( I Z a C C I I +4" RIGID INSUL, —— — TYPICAL N I CANT STRIP 07540 CONVENIENCE STORE301 A301 I SIM. A3 -- — 50 PLACE PER MMU. - -- ONE-WAY VENT 07710 ¢ TYP. A3 _ N 50 KING CITY, OR al A3IN +4" TAPEREDTYP , ROOF INSULATION . A n ` I C3 T, •N +4" 1 4" PER 12" 1/4" PER 12" 107540 07540STRIP 50 i MIN. SLOPE ONE�o AY VENT '� MIN. SLOPE ARCH;TECTS • PLANNERS • CONSULTANTS _ - - ARCHITECTURAL DESIGN WEST PC. .o n LOGAN, UTAH B ;; �+ SALT LAKE CITY, UTAH 111'-10" _ - COPYRIGHT@ ARCHITECTURAL nCSIGN WEST, a1 DRAWING NOT TO BE REUSED WITHOUT WRITTEN SINGLE PLY MEMBRANE ROOFING SYSA301 SINGLE PLY MEMBRANE ROOFING SYS REFER TO PLUMBING PLANS PERMISSION OF OWNER AND ARCHITECT 07540 07540 ROOF DRAIN 07710 I MARK DATE DESCRIPTION 5'-0" 5'-0" ROOFBDRAIROOFING OVEI RFLOW 07710 _ 62'-10" TYPICAL OF 5. ROOF PIAN Al .------ - �� SCALE: 1/4" = 1'-0" w or GENERAL SHEET DOTES REFERENCE NOTES SHEET KEY NOTES ISSUE! 26 AUG 02� PROJECT NO: 40066 N0, DESCRIPTION: CAD DWG FILE: 40066_AIOO 07000 THERMAL AND MOISTURE PROTECTION MECHANICAL EQUIPMENT, REFER TO MECHANICAL PIANS. DRAWN B'.': DRN 07720 ROOF HATCH 07540 SINGLE PLY MEMBRANE ROOFING SYS CHECKED BY, SST 07540 CANT STRIP SHEE.', TITLE' 07540 SINGLE PLY MEMBRANE ROOFING SYS 4., 07540 ROOF INSULATION FLOOR PLAN A 07710 ROOF DRAIN OVERFLOW 0771C ROOF DRAIN F 07710 ONE-WAY VENT A� Y REFERENCE NORTH ONLY. FOR TRUE NORTH ORIENTAnON SF1F E T No SEE SITE PLAN NORTH A103 9 Pacific Hwv, 16875 2 3 4 5 HUP2002-00217, MEC2002-00226 1 12 of 61 NOTICE: IF THE PRINT OR TYPE ON ANY IIIII I _III1I I _I -� � I I_II__I I-II-II _III_1I I__IIIII II_III_II IIIII_I�Ili! i -l_ll_l-1111111 Ili_IIl_l_l _Ill_ll II_ll _! 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PARAPET Y ---- = - - - — — �^ 4 SPACE AGE FUEL 901W SW Highland Drive, Gresham OR 97030 PMS 274 ROYAL BLUE — 1'-0` 1'-0` 1'-0' -0` (503) 665-5693 FAX: 665-1741 s. t�'p 4 — _ __ _ — -- REP NEON TUBE TO BE HELD OF CMU Y �� 12 AWAY FROM BUILDING EDGE CIVIL AND SIGNAGE. 4, PMS 200 CARDINAL REO � QUIK MART /--,2"OOF DRAIN ROOFING STRUCTURAL 07710 - Structural Solutions Incl, �. L 76 Canterbury Lane Logan, UT 84321 N Phone & Fax (435) 787-2050 D �-- -- MECHANICAL Q IF7 Boulder Engineering "o _ DRYVIT COLOR #1013 MANOR WHITE 811 West Cedar St , Pocotello, Idaho 83201-6139 •N ;o _ 2U8> 478-4613 Fnx 478-4617 �ttn: CIfF HolMes ADDITI S THICKN INSULATION ELECTRIC.'L _ o AD-L LOCK SYSTEM, Boulder Engineerin ■ \ / w 1311 West Cedar St., Pocotello, ldoho 83201-61 9 - - - = H ' (208) 478-4613 Fnx 47Q-4617 Attrr. Stan Johns 100'-0" PLUMBING • Boulder Engineerin ALUM STOREFRONT FRAME ANODIZED DARK BRONZE DARK BRONZE - BASE ACCENT BAND TO BE 811 Fest Cedar St,, Pocatello, Idaho 83201-61 9 08410 �' ALUM STOREFRONT DOOR / METAL CLOSURE 09410 08410 DRYVIT COLOR #117 (208) 478-4613 Fox 478-4617 Attrn CliFF Holmes South FacingExterior Elevation COLONIAL TAN — SCALE: 3/16" - 1'-0' 1 PMS 274 ROYAL BLUE REFERENCE NOTES y PMS 200 CARDINAL RED j -0 o7)\ C-) 45.39 — REQ NEON TUBE TO BE HELD o 0 12 AWAY FROM BUILDING EDGE o70 0 THERMAL AND MOISTURE PROTECTION LORAN, UTAH AND SIGNAGE. \ aT 07710 ROOF DRAIN OVERFLOW � " � ��, 2" ABOVE �FING - ROOF DRAT ObfRFLOW PMS 274 ROYAL BLUE 08000 DOORS AND WANDOWS 0771C PMS 200 CARDINAL RED ... 08410 ALUM STOREFRONT DOOR ��.,;,. �-• - -- — 08410 METAL CLOSURE ••` � - 08410 ALUM STOREFRONT FRAME 08410 ALUM STOREFRONT DOOR �"' `` _ o CONVENIENCE o _ -� STORE k-- 4 -nI I I I I I I I 1 -1 1 1 1 1Ole pn 100'-0" ON _. ra r-11 GAS METERS ANODIZED DARK BRONZE M ALUM O STOREFRONT FRAME West Facing Exterior Elevat�oi KING CITY, OR SCALE: 3/16" 1'-0" C REQ NEON TUBE TO BE HELD , ND ANY BUILDING EDGE ARCHITECTS • PLANNERS • CONSULTANTS a i c ARCHITECTURAL _ - - SHEET KEY NOTES DESIGN WEST PC. g ' LOGAN, UTAH B h � No. DESCRIPTION: SALT LAKE CITY, UTAH 0(� COPYRIGHT@ ARCHITECTURAL DESIGN WEST, PAINTED METAL TOP CAP, DRAWING NOT TO BE REUSED WITHOUT WRITTEN STORE MARQUEE, REFER TO SIGNAGE PACKAGE. PERMISSION OF OWNER AND ARCHITECT M MARK DATE DESCRIPTI❑N 100'-0" ANOD6�p DARK BRONZE L!1 26 SEPI Oj Owner directed change ALUM STOREFRONT DOOR 03410 —" East Facing Exterior Elevation SCALE: 3/16" - 1'-0' -� — PREFABSVENT O.C. SINGLE PLY MEMBRANE ROORNG. 07720 120'-10` TA. PARAPET r—---� ---- ---- ISSUE OBAI�GQ3 PMS 274 ROYAL BLUE PMS 200 CARDINAL RED I RT-1 I 117'-4" PROJECT NO: 40066 UP OF MU -- — — -- - -- L — CAD D W C, FILE 40066 A200 1 DRAWN BY: DRIB - CHECKED BY. SST' -r SNEET TITLE A y - - -- z EXTERIOR ELEVATIONS 100'-0" L SNEET No: North Facing Exterior Elevation SCALE- 3/16" - I'-0" — — � - ...� A20 I /'— ;- A Pacific Hwv. 16875 1 2 _ 3 4 5 BUP2002-00217, MEC2002-002 13 of 61 2E illlllllllllllllll � IIIIII1IlI ITlTllllillllllfllllllllllllllllllillll ( 1IT111111111111r111IIIIIIIIII _ NOTICE: IF THE PRINT OR TYPE ON ANY I � I I l l i I I I I DI I I I I I � �� I � I I I � I I I I � Gl I I ► � � ,L,I IMAGE IS NOT AS CLEAR AS THIS NOTICE, _ ---- - -- ---_. 1_ - ---I-- �- -- ---- �- _. - —61 �IL - gl �I -� --lU�- -- �_.. I lL I X�_ 11 IS DUE TO THE QUALITY OF THE N1.3e ORIGINAL DOCUMENT E 6Z SZ I LZ 9Z Sig i�Z EZ Z tZ OZ 8i 8T Gt 9t 9t 6t Et Zt H � f ( � TI t t �6 B L 9 9 fi 8J11 .� oo .1 lllJllllll IIS 1 2 I T 3 _ 4 PROJECT DIRECTORY GENERAL SHEET NOTES OWNER: -.� SPACE AGE FUELS 901W SW Highland Drive, Gresham OR 97030 (503) 665-5693 FAX: 665-1741 CIVIL 1. STRUCTURAL- _. Structural Solutions Inca 76 Canterbury Lane Logan, UT 84321 Phone & Fax (435) 787-2050 D MECHANICAL D -. Bll West CedBouldereEngineering 108'-09 — -- 6r (209) 478-4613 Fax 478-4617 Attn: Cliff Holmes 28'-0" L 28'-0" ?p'._i 1 ,-Or 7' .6r #_0 Boulder Engineering 811 West Cedar St., Pocateuo, Idaho 83201-61.9 (208) 478-4613 Fox 478-4617 Attn: Stan Johns 3MM ACM, FASCIA ILLUMINATED SIGN PLUMBING � PMS 274 ROYAL BLUE � Boulder Engineering, r 811 West Cedar St , Pocatello, Idaho ti3201-6139 T O i (208) 478-4613 Fax 478-4617 Attn; Cliff Holmes Il 1/2' x 29 112' COLUMN \\ACCENT BAND WITH HIGHWAY - SURROUNDS PAINTED WHITE. \ \ WHITE EXPOSED NEON (RED) E� 2PERIME ERT / GUTTER REFERENCE NOTES 10 X 10 COLUMN TYP, 6 10 X 10 COLUMN TYP, 1 (PAINTED WHITE) STEEL ISLAND FORM ~ NO PAINTED RED, o Q, 4539 J 0 LOOGAN, UTAHmilli COZ y�f or GAS CANOPY SOUTH FACING ELEVATION =' SCALE; 1/8" 1'-0" i CONVENIENCE 301_0" 301. 0" STORE 9'-O" 12'-O" g'-O" 1'-Or 8'-0" 12'-O" 8'-0' 9'-0" GL KONG CITY, OR 3MM ACM FASCIA 3MM ACM FASCI P PMS 274 ROYAL BLUE MS 274 ROYAL BLUE \ WHITE SOFFIT / GUTTER ACCENT BAND WITH/ 2 PERIMETER. EXPOSED NEON (RED) I I IC`r� r I I I I WHITE SOFFIT / GUTTER ll 1/2' x 29 1/2' COLUMN I I I I P PERIMETER, 'v SURROUNDS PAINTED WHITE, ; I I I ARCHITECTS • PLANNERS • CONSULTANTS STEEL ISLAND FORM II II � PAINTED REO. ARCHITECTURAL li SHEET KEY NOTES DESIGN WEST PC. B GAS CANOPY WEST GAS CANOPYCAIMT SALT LAKE CITY UTAH LOGAN, UTAH SCALE: 1/8" = 1'-Q" SCALE: 1/8" = 1'-0" "OPYRIrHT@ ARCHITECTU„AL DESIGN WEST, DRAWING NOT TO BE REUSED WITHOUT WRITTEN PERMISSION OF OWNER AND ARCHITECT e MARK DATE DESCRIPTION k 26 SEPT 03 PLAN REVIEW COMMENTS 108'-0" 6" '-0" T-6" '-0" 2E'-0" 28'-0" 28'-0" 11'-0' 3MM ACM FASCIA I S S U E: 08 AUG 03 PMS 274 ROYAL BLUE PROJECT N0: 40066 i M CAD DWG FILE: ACCENT BAND WITH ___�I VHITE SOFFIT / GUTTER DRAWN BY: BD EXPOSED NEON (RED) Q PERIMETER. CHECKED BY: SWT w i FIEEL ISLANDFORM SHEET TITLE: A PAINTED RED. GAS CANOPY A ELEVATIONS GAS CAN Y NORTH FACING LEVATI SHOWN FOR REFERENCE SCALE: 1/8" = 1'-0" ONLY (NeInCe) SHEET No: A202 Pacific Hwv. 16875 `Z �} 5 DUP2002-00217, MEC2002-0022f 14 of 61 ,,.... .Ih £: ;, ....,. ...... _ -,.. ..... ."kMNM�7!�;�wrls+?+NnIAMTh•+++¢�pA7ner�n!�'_n�,YHs i'M.9ryem.oP-tM9'�MreM"wl*�M" .., .,,,:, :... 1 f w r: NOTICE: IF THE PRINT OR TYPE ON ANY t I r III III III III III I I I I I I I I ! III III I III III III IIT III III I I!' I I III 1 1 1 1 1 1 1 III III III III I I III III III I I III III III ! V I I I III 1 1 1 1 1 1 III III I I I I I 1!' III III III I I I . I I 14 I I 10 IMAGE NOT A CLF-AR AS THISNOTICE II tL IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT E 8Z 13Z Gti 97, �I �i�Z �£Z �Z IZ Oz et 8i Gt et 41t 6t E�t ti�t it0�l i �8 I I8 1 9 I �II!I�Ilillllll IIIIIIIII IIIIillli�lillllilllllll l► it III'I'lll 11l!.IIII,IIII 111! 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Cliff Holes �,j A� REFERENCE KEY NOTES �y FRP1 FRPt / LENGTH INDICATED ON PLANS C7 p-1 f SHELF c� -410801 �( O 7" MIN r -- -- — — J \ I I p LOGAN, UTAH �J -_ ��• ,.\` +4A,, 1111 Il gb p_ 1111 11111 \ C C f �� / 1. ' FRP1 FRP1 2'-0" CONVENIENCE � P-1 • OPLLBROOM HOLDER 1080STORE , -a 'o WAS N _ — _— KING CITY, OR 11®11 1111 I'D" 1111 p- TOILET RM ELEVATIONS FOOD PREP AREA SHEET KEY NOTES � C1 C2 C g ... SCALE: 1/4' 9 1'-0" SCALE: 1/4" 1,-0" No. DESCRIPTION: C05 C04 N we col co3 E CRIPTION: cog , cl 2 c1 o cl l� 7\<7CQ72�� T RAMP UP TO RAISED FLOOR 1" RISE TO 12" RUN MAX. REFER TO FINISH PLAN FOR FLOORING. ARCHITECTS e PLANNERS * CONSULTANTS V ARCHITECTURAL DESIGN WEST PC. j FAST FOOD EQUIPMENT PLAN PREP WALL TO RECEIVE SINTRA PANELING REFER TO YESCO : I a.;. SINGAGE PACKAGE. INTERIOR FINISHES. ,. B _„ sYMe. DESCRIPTION: LOGAN, U1AH 6 PREP WALL TO RECEIVE SINTRA _ '� a-� = 20 ARMSTRONG ACOUSTIC CEILING TILE "CORTEGA #769'. SALT LAKE CITY, UTAH r PANELING REFER TO YESCO P-2 2x4 ARMSTRONG PLAIN SURFACE CEILING TILE "CERAMAGUA-D". SINGAGE PACKAGE. / c-1 = DALTILE 12%12' CERAMIC TILE WHITE GRANIT M02'. COPYRIGHT@ ARONJECTURAL DESIGN WEST, P-1C--2 = DALTILE 12"02" CERAMIC TILE "BLUESTONE #VS13 c-' =_1 �= DAf.�Ls_ 4x4 CERAMIC PILE "BISCUITE #K175" (FIELD COLOR) DRAWING NOT TO BE REUSED WITHOUT WRITTEN t P 1 DALTILE 44 CERAMIC "BIMINI #1223" (ACCENT COLOR). PERMISSION OF OWNER AND ARCHITECT DALTILE 6"x6" COVE BASE CERAMIC TILE 'WHITE GRANIT F' S02". / c-6 = DALTILE 6"x4" COVE BASE CERAMIC TILE 'BISCUITE IK175'. MARK DATE DESCRIPTION \ + / P-1 = PAINTED GYPSUM WALL BOARO ORANGE PEEL TEXTURE. SHERWIN WILLIAMS LATEX "WHITE #SW2123" PAIN TED GYPSUM WALL BOARD ORANGE PEE!.. TEXTURE, O O - SHERWIN 'AILLIAMS LATEX PERMA WHIT'. f I t T t IySW?.130 ��-S=g� 021 PAINTED DOOR AND FRAME SEMI-GLOSS FINSIH, SHERWIN WIWAMS. 020 MATCH DARK BRONZE STOREFRONT FRAME. R-1 = ROPPE RUBBER TILE LOW PROFILE RAISED CIRCULAR COLOR SALEM BUE #LP154. R-z = 6" ROPPE RUBBER COVE BASE COLOR SALEM BLUE N54, SEALED CONCRETE, REFER TO SPECS, A" COOLER WALL11811 FAST FOOD COUNTER w-1 = CERAMIC TILE WAINSCOT WITH C-3,4 &6 TILES, REFER TO C1/A211. r. fRPt = TEXTURED WHITE FIBERGLASS RESILIENT PANEL. ISSUE: 06 AUG 03 PROJECT NO: 40066 _ FAST FOOD EQUIPMENT _C a J D w O FII-E: 4OO66 A300 P No, DESCRIPTION No. DESCRIPTION DRAWN BY: DRH CO2 SLUSH MACHINE CION HOT FOOO OISPLAY CASE l CHECKED BY; SMI'T F C CO3 POST MIX DRINK DISPENSER 1 POPCORN POPPER \� OPERABLE_ CO4� ICED TEA DISPOENSER 012 HOT DOG MER, W/ GARD SHEET TITLE: _ A PORTION _ COS CAPUCCINO OC13� NOT USED 006 DECAF 014 ICE ►TAKER INTERIOR ELEVATIONS A �/ _ C_ 007 PASTERY CASES <go WAI.KIN COOLER, DOOR COD NOT USED OPENING 3602. 009 PASTERY CASES 021 FREEZER I e "D11 WEST ENTRY 11011 SERVICE COUNTER FRONT ENTRY SHEET No CONVENIENCE STORE INTERIOR ELEVATIONS A211 SCALE: 1/4 1 -0 1 1 2 3 4 5 Pacific Hwv. 16875 BUP2002-00217,ME(;2002-0022f 15 of 61 4 N0TI,'_.E: IFTHE PRINT ORTYPE ONANY llll� ll llil � Il � lil� li illlilllillllli IIiI� II illlll I !1IIC I�riTlr illi! l I ! ! II !iI! ! illllllllll !I Illll I I! ili ! ! !! hill i !! III! lllll� ! llilil! !I!I! Ii ill ill ! !! !Ili ill ill i ! il! li j � 34 I 61 10 11 1IMAGt .SiJUT AS CLEAR AS THIS NOTICE, L-___- -- "� -- - 1-- --- - ------ �L l 1 g �` J ''-I,L IT IS DUE TO THc QUALITY OF THE No ae ORIGINAL DOCUMENT �><; ez RJz t�z 9z s7 6z e�z i z tz oz a[ et �t 9t !7T I I'l s[ zi tjT off[ eT LILL IIII it li�l II III!I � !II I �I I III I IIIIII�II I I I I � i I I �IIiII II III ► TI!TII�!!Il 11� ��I �I►VIII I>�Il PROJECT DIRECTORY: aENiERAL SHEET NOTES UWNf r' SPACE AGE FUEL 901W SW Highland Drive, Gresham DR 97030 ,... (503) 665-5693 FAX: 665-1741 CIVIL STRUC !:�kAL Structural Solutions Inca 76 Conterbury Lane Logan, UT 84321 Phone & Fox (435) 787-2050 MECHANICAL D Boulder Engineering 811 West Cedor St., Pocatello, Idaho 83201-61 9 (208) 478-4613 Fax 478-4617 Attn. Cliff Halves ELECTRICAL Boulder Engineering 811 West Cedor St., Pocatello, Idaho 83201-61 9 (208) 478-4613 Fox 478-4617 Attu: Stan Johns PLUMBING Boulder Engineering 811 West Cedar St., Pocatello, Idaho 83201-61 9 (208) 478-4613 Fax 478-4617 Attn; Cliff Holmes REFERENCE NOTES T,*, -- W � N0. o J, 4539 0 0 � LOCAN, UTAH O 03300 CST IN PLACE 9l� OF Al Al 03300 CONCRETE 03301 AGGREGATE BASE A401 --.�.•-� 1 `'-l0" .---- — -- -- — --- -- --� 04000 MASONRY Y' ✓`�-- SINGLE PLY MEMBRANE ROOFING SYS 7 07540 04800 8" WAD-LOO(ROO 07772OHATCFI -1 Q1W0 RMAL ANU MOISTURE PROTECTION :�� C C 11%'-4" — ---- -- -- ---- -- - __�- --- - - - —- -- I T�OF CMU �' I I \ -- \,,`\ 07720 ROOF HATCH �� -� � I 07241 EIFS SYSTEM 07540 SINGLE PLY MEMBRANE ROOFING SYS I , k 08000 DOORS AND WINOO'+NS CONVENIENCE I I I' T 1 AWNING — - ` 08410. ALUM STOREFRONT SYS STORE I 11101-2* AL 08410 ALUM STOREFRONTDOOR , AWNINGI LAY-IN CLC SYS (;3000 FINISHES It 09511 09511 LAY-IN CLG SYS BAIT INSUL ALUM STOREFRONT SYS 107210 10000 SPECIALTIES 08410 ( KING CITY, O 103'-4*�� j 8" CMU 10270 RAISED FLOORING 04810 WINDOW DOW SLL I COOLER JL IRY CONC, SM _ -- - - T _ [ItI�1J !1;: [j=�-1D i�I IJ }-..ILLI Lil:_ 4 SLAB ti I•..-�E; _ __ '- I �11='1T-1 ... ' j " TI, Ill j--i11 Il.l ITl rli _In-f �/ CONCRETE TGJ�fL 03300 =i� �- �� T=LL-111=111-11 D=1L- J. I AGGREGATE BASE �-1(1;;11 ��+' 03301 ARCHITECTS • PLANNERS • CONSU�.TANTS -. ARCHITECTURAL B1 BUILDING SECTION SHEET KEY NOTES DESIGN WEST PC. SCALE: 3/16' - 1'-0• _ LOGAN, UTAH B } B SALT LAKE CITY, UTAH No. DESCRIPTION; COPYRIGHT@ ARCHITECTURAL DESIGN WEST. COORDINATE LOCATION OF JOIST WITH POINT LOAD REGWREMENTS DRAWING NOT f0 BE REUSED WITHOUT WRITTEN 0 6•x4. 15'-0' O.C. OF HVAC EOUIPMENT, PRIOR TO PLACEMENT. PERMISSION OF OWNER AND ARCHITECT A3� PREFAB VENT A401 07720 1 0'-10• MARK D,,�TE DESCRIPTION ____ -_ _� _ o SINGLE PLY MEMBRANE ROOFING SYS - - T.O. PARAPET IrEff0i54n 26 SEPT 03 Owner directed than e 4" I T r _ - � ,n 115'-6• \ Q iID O i {----� \ � _ "r ------ —i "--- - - 1-111 1 �_ - --- ---- - - • \I 3 S.D. AWNING08 AUG 0 ISSUE: — �.-�� 9Y-NCLG SYS I —. "— PROJECT NO: 4M6 09511 0511 / _ BATT INSUL I RAISED FLOi)R I , A3 I 07210C AD CAD DWG FILE: 40066 A300 l ( 76100 • A501 8 CMU 1 '- ` 04810 � DRAWN BY' DRH 4 I I I OW SILL CHECKED BY: SST 100--o. ILI A SHEET TITLE: CONC. 5LAU LII-:W-I "'��j` I: y ••.,,w,- 4• SLAB -7-+T1 �;j_j I ilf= -�-.,+• ,�_ :I_ J-11�.t��j,F�ILLI- �_ _� ;;ILL;�JtI illi 11 CONCRETE "' ll-� =.W u; ,L 1 BUILDING SEC'T'IONS A Aif. 03300 ALUM STOREFRONT DOOR M 08410 D L -L'1 "ii_ •a, r / AGGREGATE BASE 03301 t BUILDING SECTION _ SCALE: 3/16" = 1'-0` SHEET No: A301 2 1 3 1 4 1 5 cific Hwy. 1605 BUP2002a002.7,MEC2602-00226 1 16 of 61 -_---_ 1IIIIIII1IIIINOTICE. IF THE PRINT OR TYPE ORANY 1rlrI1I1I1I11IIIiiIIt1iII1 IIr IlIi 1tlIlIlIIII1I1I111lIIIIII1I1.11 I IMAGE IS NOT AS CLEAR AS THIS NOTICE, P11111111 6 81 T r -Ale1 "TLC�1'L. / IT IS DUE TO THE QUALITY OF THE No 39 �`=.xx"" II'I III1II+1-1111+111111111B111L111LZ 1G ZZ8[ORIGINAL DOCUMENT L 11191 �1 � 1iell �ttt �8 l �i1111111111llF11,1,11ill-11111 .I [l � �lill�lu L illi�l9ll�ll� ,-4--- �lI�u�l�Ti�Sallu FIII�rql l, 1 2 3 4 5 PROJECT DIRECTLik'r GENERAL SHEET NOTES OWNER; -- SPACE AGE FUEL 901W SW Highland Drive, Gresham OR 97030 :503) 665-5693 FAX: 655-1741 CIVIL r STRUCTURAL Structural Solutions Inc. 76 Conterbury lane Logan, UT 84321 Phone t; Fax (435 8O D MECHANICAL Boulder Engineering c 811 West Ced.r St., Pocatello, Idaho 83201-6139 ( DF) 478-4613 Fax 478-4617 Attn Cliff Holmes . eti ,I ELECTRICAL Boulder Engineering 811 'dent Cedar St., Pocatello, Idono 03[01-613 9 (20H) 478-4613 Fax 478-4617 Attn: Stan Johns PLUMBING Boulder Engineering 811 West Cedar St., Pocatello, Idaho 83201-61 9 ' (208) 476-4613 Fox 478-4617 Attn: Clift Holmes �. REFERENCE NOTES � R qq� E C ) NO CK- 0 C), 459 0 o 06000 IMOD AND PLASTI \LOGAN, UTAH O I 06100 2x4 FRAMING 9lf 0 F C) i 06100 FRAMING RAISED FLOOR I 3 U2 _ 50 Q7000 THERMAL AND MOISTURE PROTECTION SINGLE 4OPLY MEMBRANE; ROOFING SYS � " 1 � 1 _- 07210 BATT INSULATION - - - - - -- - - -- - - - _ - - - - - - - - - - -- - - --- -- - - --- - - - - - - - -- - - - - - - ' C L � 07210 INSI'_. CONC. FORM ' 07241 EFS SYSTEM AW ~ 0 S SYSTEM EOIF2 SYSTEM 1 ` ' 0740 SINGLE PI Y MEMBRANE ROOFING SYS 07710 METAL SOFFIT SINGLE Hao PLY MEMBRANE ROOFI�4G SYS �ODo DOORS AND WINDOWS CONVENIENCE � F' D4 50 SOINGLE PLY MEMBRANE ROOFING SYS �� &�4 08410 ALUM STOREFRONT DOOROVER RIGIDTORE ROOF INSULATION � 11 '- " 17'-4" 07540 - ALL U ` 07241 EIFS SYSTEM + ' RIGID 09511 LAY-IN ' 07241 xo �� ROOF INSULATION 09260 GYP BD CLG SYS RIGID = i r r:4 ', ;> x, `, �, �;y � - 07540 ROOF IN SINGLE PLY MEMBRANE ROOFING SYS �,*,'',?` , � '"�' C< ,� KING CATV' OR 07540 07540 11 '- " ` ;` v ^�` '✓ "< `, �•.a''�' •�.��?' .��.. ROOF DECK 4-777 77=} YA Ir ROOF BATT INSUL r -- -- - -------- ---- 07210 t 50 - 50 UCL -- - r , ARCHITECTS • PLANNERS • CONSULTANTS I t I ARCHITECTURAL y SHEET KEY NOTES DESIGN WEST PC. CANOPY 3g0WIITR FRAMING '�•___,•�'/ • 09260 — 2u4 FRAMING PERFC#tATED I.OGAN, 06100 ,i METAL SOFFIT UTAH GYP BD // 07710 LAY-IN 'LG SYS SALT LAKE CITY, UTAH 09260�- / D4 09511 SOFFIT FRAMING A5o1 20 00 AMING COPYRIGHT@ ARCHITECTURAL DESIGN WEST, DRAWING NOT TO BE REUSED WITHOUT WRITTEN PERMISSION OF OWNER AND ARCHITECT ~MARK DATE DESCRIPTION ALUM STOREFRONT SYS 26 SEPT 03 ' Owner vctea ,,honge 08410 C4 ' ............ BATT INSUL - 07210 F ^� 8' CMU - _ C4 ISSUE: OS AUG 43 04810 503 BATT INSUL / FRAMING FLOOR BATT07210 06100 /- —�PROJECT NO: 40066 8" CMU , `� CAD DWG FILE; 40066 A300 04810 i - P,RRIE S Ah a 7- Ir CONC, W a DRAWN BY DRH 34 3A M X4 34 31L 14 14 PL JWL 3A V& CHECKED BY: ' ISI � 1M1 I Iii I '- .I —_, _ (__ = � ,_.�. _I � ,�.I _:I I (=.- I.==i 1=--III-_==1 _I I I_� :.III^__:I I��-I i l_--=! I •-- SHEET TITLE: I I I=.1 I I=:==1 11:�=II I_-I I I�I 11—I i ==1 �i 11= 11=` I I i�-.1 I I��i I I: I--•I�.I_ --�I.�-;=�I L-;-��= �—� I__.�-I 11--1�•��..I I I. A ;.._.._ I ;F= j _ I I I=__I E-1 ! 1=�I I I---! =1 i I� I I !-_.I I I�=I I ENLARGED PARTIAL —I I --I ! L:�=1 I I— I 1 =1 I I- i I i I I 1 I I 1=�=1 I ' �- �I I 1= r - BO INSUL PROJECT DIRECTORY " FURRIF'3 METAL SOFFIT _" / 07241 1'-0 1/4« STUD FRAMING i OWNER, 06100 07710 !' f--, CONTINUOUS 2x4 0 16" 0,C. 0 60FFRAMING SPACE AAE FUEL CORNER BEAD '� GYP BD FRAMING 901V SV Highland Drive, Gresham OR 97030 �- 09260 09260 07210 l OGt00 GYP B (503) 665-5693 FAX 665- 1741 i CIVIL 092600 --�-- =- FOAM PANEL %>-, 09260 \'� 1, ;. ,.` x INSUL. CONC. FORM I / 2x DOUBLE \ 11 ! 1 _ 07210 BATT INSUL HEADER �/ ` �, 1 2" 07210 -�- " �` 06100 -- ` -/ ,. 1/2 '-' c /�_� i PLYWOOD STUD FRAMING ALU:: STOREFRONT DOOR - 7 07210 a. ' 08a1U VAPOR BARRIER C,� 06100 06100 STRUCTURAL / -- ' 08110 AME _- --- -_-- _ SHEATHING I _ �� '� 1/2" MIN. Structural Solutions Ince ALUMINIUM <v �? __ 06100 i AM AIR SPACE 76 Canterbury Lane Logan, UT 84321 f THRESHOLD f - BE . ,, _ 8 CMU Phone a Fox (435) 787-2050 D j 08710 PER DOOR SCHEDULE -- - —dJ MMAMCH ALUM FRAME ' _� 06100 -� SOLID CORE DOOR „ TR uE 10 ;' i OaBt MECHANICAL 8 CMU GYP �D 1 Boulder Engineering � CERAMIC TILE 08211 � g 09310 I 04810 EIFS SYSTEM \ 811 West Cedar St., Pocatello, Idnho 83201-6119 ALUM STOREFRONT DOOR07241 09260 08410 1/2 MIN, AIR SPACE (208) 478-4613 Fax 478-4617 At vCliff Holmes J/ SEALANT SEALANT ��i' J METAL • • ' 08410 �= BACKER 08410 -�� EDGE TRIM ELECTRICAL • . SLAB • ; • p 'CO14CpRE 1T `\\ BED OF 07920 08410 SHIM .SLS ALUM STOREFRONT SYS Boulder Engineering ineeril�g SEALANT _ _ _ 06105 811 West Cedar St., Pocatello, Idaho 83201-613' 08410 (208) 4?8-4613 Fox 478-467 Attn: Stan Johns TYPE: °1" 8° CMU WALL W/ INSULATED 2x4 FURRING W/ GYP. BD FINISH. 4• PLUMBING ----� TYPE: "IA" 8" CMU WALL W/ INSULATED 2x4 FURRING W/OUT GYP BO FINISH, Boulder Engineering 811 West Cedar St., Pocatello, Idaho 83201-6139 D1 ENTRY THRESHOLDINTERIOR DOOR HEAD STOREFRONT DOOR JAMB STOREFRONT HEAD CMU WALL TYPE 11111 (208) 478-4613 Fox 476-4617 Attn+ Cliff Holmes D2 D3 _ D4 05 SCALE: 1 1/2" 1'-0' SCALE: 1 1/2" = I'-0' SCALE. 1 1/2" = 1'-0' SCALE: 1 1/2" a 1'-0" SCALE: 1 1/2" = 1'-0" D T 4 NOTE: SEE DETAIL A5/A501 FOR GYP 8D PERPENDICULAR WALL AS OCCURS. ALUM STOREFRONTSYS ABOVE CT WAINSCOTo NO. ` SEE WALL TYPE FOR CONSTRUCTION. 08410 J, 4539 0 0 s " 1 i/2 MIN. ALUM STOREFRONT DOOR SEALANT SEAL08410 T -�_ \GAN, UTAH` 08410 ALUM STOREFRONT SYS l F 0 F `� 2x DOUBLE 08410 J METAL GYP 80 f li I ' 06100 FRAMTNG SHIM \\ EDGE TRIM 09260 STUD i� PER DOOR sr.HEouLE 09260 ~ 06100FRAMING SOLID CORE DOOR SEALANT �-'�- CORNER BEAD I OH21 8410 09260 I .:.�� 1 HEADER CERAMIC TILE FINISH TO HAVE ' C ALUM STOREFRONT DOOR TRIM BREAK METAL (..,,\ STU01 FRAMING CEMENT BACKER BD ,;I` "A' \ �`��' ~• ,K 09260 08410 08410'--- 06100 1/2" MIN. AIR ;P E 8" CM _ P CMU ( � _ 04810N—m \ I - _.. - - 09260D PLAN - CONVENIENCE HM FRAME - STORE 09110 TYPE: 2 - 2x4 STUDS @ 16" O.C. 2„ 5/8« 0ALUM 4 oSTOREFRONT SYS -- - TYPE: 2A — 2x6 STUDS 4 16 O.C. W/ BATT INSULATION. JAMB Z INTERIOR DOOR JAMB STOREFRONT DOOR '-` STOREFRONT SILL STUD WALL TYPE "2" KING CITY, OR C C3 (�4) C5 SCALE: 1 1/2" 1'-0" SCALE: 1 1/2" 1'-0° `;CALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" NOTE: COLUMN SURROUND AT DOOR FRAME TO EXTEND TO « 4" FINISH FLOOR, 1 4 1 08410 ARCHITECTS DOOR ! ARCHITECTS • PLANNERS • CONSULTANTS GYP BD — ALUM STOREFRONT SYS 08410 _ 09260 SHIM l- 00 DOLL ARCHITECTURAL -\ HAMWOOD TRIM 06105 _ \ DESIG'N WEST PC. FINISH 00 CARPENTRY 0620SEALANT � \ I SEALANT 06 \\\ Q AROUND 2 x 6 08410 8 0 v +N�+M PAATCLH FRAME LOGAN, UTAH r MIRROR GLASS08410 SALT LAKE CITY' UTAH - II 08800 `� BLOCKING . COPYRIGHT@ ARCHITECTURAL nESiGN WEST, 06100 --' DRAWING NOT TO BE REUSED WITHOUT WRITTEN VERTr.AL HORIZONTAL SHOT PIN STUD TO STEEL ALUM STOREFRONT SYS PERMISSION OF OWNER AND 11RCHITECT COLUMN AS OCCURS, OTHERWISE 08410 _ PROVIDE DOUBLE KING STUDS. MARK T-DATE DE%RIPTION 26 SEPT 03 Ow,,er directed chonge WOOD FRAMED WINDOW STOREFRONT MULLIONSC�4STOREFRONT JAMB @ COLUMN NOT USED*)2 B3 _ B5 SCALE: 1 1/2." ® 1'-0° SCALE: 1 1/2" = 1'-0" :KALE: 1 1/2" = 1'-0' SCALE: NONE 110'-0" BRAMINC 0 48" O.C. 06100 LAY—IN CLG SYS \ \ I IS: - 2 AMEN PROJECT DIRECTORY, EXTEND BEHIND FLASHING �� OWNER, SINYCO�D 0 PLY AEMBRANE ROOFING SYS 061 SPACE AGE FUEL SMACNA PLATE 7._6� 901W SW Highland Drive, Gresham OR 97030 SHT MTL CAP (503) 665-5693 FAX, 665-1741 07620 J ----------- NOTE RIGID INSULATION THICKNESS .--- CIVIL • SHAPED CLEAT �---- _ TO OF QUAD LOCK FOAM FORM. SHEATHING �' V ANQiOR STRAP - ^ EIFS SYSTEM --- 07620 �� 07241 DIRECTLY OVER SHEATHING �. l!_��-�`- � � ��~`\� 'If EIFS SYSTEM - z SHEATHING -� \ STRUCTURAL �,i ,. / \ 07241 �. 06100 ,. • r - '`' SEALANT �\ `� Structural Solutions Inc. ?t Y 'C 07241 --- �'�- �''; FLASHING Y S 76 Cnnterbur Lnne Lo nn, UT 84321 �� SEALANT ��/ ,�, ��\�` ! -�! 07620 Phone & Fax (435) 787-2050 07241 2x PLATE D ;/'.ny��1 06100 07620 11�`�� 1 7*_ -__ -_ -- -_ �� MECHANICAL y, '�' FL A5HING EXT BENIN FLASHING Boulder Engineering • .i. SINGLE PLY MEMBRANE ROOFING SYS --- SMAO";A PLATE 55 FIG '0" 811 West Cedar St,, Pocatello, Idaho 83201-61 9 0754r COUNTER FLASHING �, 1•�� (208) 478-4613 Fax 478-•4617 Attnl Cliff Holmes -- - - - - - " ROOF 07620 SHEATHING EIFS SYSTEM - 06100 '' '� ELECTRICAL '` '` '' EXTEND BEHIND COUNTER FLASHING 07241 ��--�� SINGLE PLY MEMBRANE ROOFING SYS Boulder Engineerin 0740 811 West Cedar St„ Pocatello, Idaho 83201-61?9 FACE OF EIFS OR (208)(208) 478-4613 Fax 478-4617 Attn! Stan Johns SHEATHING AS OCCURS, �� -- ., - PLUMBING v -_- — Boulder Engineerin 911 West Cedar St., Pocatello, Idaho 83201-6119 PARAPET CAP DETAIL FLASHING FLASHING TRANSITION (208) 478-4613 Fax 478-4617 Attnl Cliff Holmes D2 M , ■ D3 " , ■ D4 SCALE: 3 = 1 -0 SCALE: 1 1/2 - 1 -0 SCALE: 1 1/2" = 1'-0' D2 SIM. NOTE 50 I. ACOUSTICAL, CEILING SPACING TO COMPLY W/LAY-IN 3. ACCEPTABLE ATTACHMENT FOR ACOUSTICAL i PANEL SIZES 2 x 4 OR 2 x 2. CEILING GRID do GYPSUM CEILING SUSP. SYSTEM WIRE UNDERSIDE OF FLOOR 2. GYPSUM CEILING SYSTEM SPACING - MAIN RUNdERS 09511 OR ROOF STRUCTURE • ONE-WAY / 0 4'-0' O.C. FURRING CHANNELS A 16' O.C. PEPP, 12 GA 0 LAY IN CLG U TO RUNNERS. g � 0 fir^ ^rp p v 4539 ROOFING VENT o p l 07710 ✓, .:,:�;, TOP CLIP - ATTACH TO LOGAN, UTAH SEE ROOF PLAN °' I %�� - T STRUCTURAL. MEMBER 4 � FOR LOCATION �, PROVIDE CONFESSION POS. AS SHOWN IN D TAIL C5/A502 `-�' WIRE SPLAY WIRE (NOT SHEATHING) W/ 10d NAIL (� ` 09511 SECUREO TO SINGLE PLY MEMBRANE ROOFING SYS BRACING STRUCTURE 07540 - WIRE --"� COMPRESSION POST 09511 09511 N EIFS SYSTEM x � '� ;; ��` :.• •� ,:; 000�OINSULATION 07241 EACH SPLAYED WITACH TO MAIN RE \ �- LOCATION C C .i SHEATHING 06100 • -�-�-- - MAIN RUNNER POST CUP - ATTACH t '`� `,?`•� `:' •K BLOCKING r. 0951 SUSP SYS TO RUNNER W/ #8 \ 45'MAX i' / ''`` %`� x, 6100 f < 45'MAX SHEET METAL SCREW •, CONVENIENCE MAIN RUNNER CROSS RUNNER OR HAT CHANNEL STORE ROOF CLG SUSP SYS - CLG SUSP SYS SHEATHING METAL SOFFIT / 09511 09511 07710 CROSS RUNNER / CLG SUSP SYS; _ 2' MAX FROM BRACING 1 I/ " 6 1/2„ I 09511 WIRES TO CROSS RUNNERS SOLAR ROOF VENT CANOPY PARAPET SUSPENDED CEILINGCOMPRESSION POST KING CITY OR SCALE: 3' = 1'-0' SCALE: 1 1/2" = 1'-0" SCALE: 3/8' = 1'-0" SCALE: 3/8" = 1'-0' ROOF 6HATCH WIRE / MAIN RUNNER 07720 09511 CLQ SUSP SYS D 09511 SINGLE PLY MEMBRANE ROOFING S ' SHT MTL CAP 07540 ROUND AND GRIND 07620 MEMBRANE FLASHING SMOOTH ALL CORNERS AND SHARP EDGES o o o o . . SINGLE PLY MEMBRANE ROOFING SYS 2x PLATE 07540 ARCHITECTS • PLANNERS • CONSULTANTS 07540 06100 .' 1 2" i — ACCLGPANEL CROSS 11SUSP RUNNER ARCHITECTURAL ` 0610 z — ANCHOR PER ROOF wHATCH MFR ACCEPTABLE. HANGER WIRE DESIGN WEST PC. °D Z ° SPECIFICATIONS TYP, CONNECTION TO GRID LOGAN, UTAH 6 SALT LAKE CITY, UTAH ' . 2"x6' SMACNA PL.ITE 30 ° 8' ORI�4 OF THE LENGTH OF THE 8007 0 DRAIN OVERFLOW FACE OF WALL '' NTI�UNNER WHI I A CO.p YRIGHT@ ARCHITECTURAL DESIGN WEST, SEALANT MAIN RUNNER pg5E 1 DRAWING NOT TO BE REUSED WITHOUT WRITTEN o CLG SUSP SYS PERMISSION OF OWNER AND ARCHITECT REFER TO PLUMBING PLANS 09511 R0007710 - 0 24' O.C. �� - - _.-.._ ....... -__ MARK DATE DESCRIPTION CLG SUSP SYS FASTENER o o o o o o 09511 05500 I o CEILING STRUCTURAL WALL POP RIVET - - - SCUDETAI: _ — -- SSTRUE CRNEC T TO * PPER HEADER ELEMENT -- SCALE: 1 1/2" = i'-0' 06100 71 0 �-- METHOD A ;;. D2 EXTEND UNDER CAP 50'' 05500 ROD -_ SINGLE PLY MEMBRANE ROOFING SYS - WELD TO STRINGERS. 07540 / �( SPACERS MAY BE SLOTTED ANGLES I 2"x1/2" BRACKET - - OR CHANNELS WITH DIAMOND POINTS a / \ STEEL PLATE OF SPRING STEEL WHICH SNAP TIGHT ISSUES 09 AUG 03 1 1 05500 TO PREVENT MOVEMENT OF RUNNER PROJECT N01 40066 I O TOP & OTTOM AND 36"- -- - - _ - -� 6"x4" 15'-0" O.C. 1 O.C. MAX EQUALLY SPa•CED CHANNEL CLG, i 8 OR 1/4 OF THE ENGTH Of THE CLG SUSP SYS - -- PREFAB VENT / WELD TO RT. STEEL PLATE /-'--"�' °7720 R NN WHICH I l�A 69511 CAD DWG FILET _ 4�6 4500 3//8" ' EMBED 3" MIN. 95 1 ,/�`-� CROSS RUNNER r FASTENER ,\ � / � CLQSUSPI SYS DRAWN BY, ORH N 05500 --- - 1/2' MAX 12 o - _' - --NAILS AT COS OF SPACERS CHECKED D Y, SWT ARE TO BE PLACED WIT14 BLOCKING / 1211 ZT5 BRACKET TO o o 1-110 . o . / ! / NAIL HEAD TOWARD < OF 06100 = LADDER 3/i6 7• SPAN OF SPACER SHEET TITI.E, A • �' a _ -- __-- - - ` _/1,-��--�CROSS RUNNER MISC. DETAILS A CL 0911 SYS ' IRK STEEL LADDER SLOTTED ANGLE SPACER W ORIZ. o 05500 6d RING SHANK NAIL ALTERNATE LOCATION W,�O NAIL NOTCHING e ANGLE TO PERMITTED ONLY AT RUNNER.fi� -- LADDER 3/16 METHOD B BATT INSUL . 07210 SHEET No! A PARAPET DETAIL A4 LADDER/ ROOF HATCH A SUSPENDED CEILING DETAILS 3 5 _ A502 h SCALE: 1 1/2" = 1'-0' SCALE 3/4" = 1'-0" SCALE: 3" = l'-0• 2 3 I 4 5r<<,iuc Hwy 16975 RUP12002-W217. MEC2002 ft 19 of 61 _.... 1 ,r *..iy"�': - .. ..k?+.�31r'tl41F�IR�i+wllP- f�9RRbW.!"G"m,..n1 ..ra r.•.: M9�j.vroiv"rn rt' .,#F�!IMMi?r►enKp NOTICE: IF THE PRINT OR TYPE ON ANY SIT I I I III III III I III III III III III I I III III III 1 1 I I ! III III I I III III III III III III III I III ! I I III !I I III III III I III I I I ' I I i l l l l i l l l l l l I I I I I IL III I I i I l I IMAGE IS NOT AS CLEAR A THIS I I I 1 1I 1 2I I I I I 14 I I II I I b I I I �I I I I I I �I I I 10 I I iI 1� J �1 S S NOT CE, L1 -- - � - - -- .._L _ - --- ---1 - . L 1 g -- -_ --1- ---- ---1_ --- _ _-------I 1, No.36 �`...... IT IS DUE TO THC. G�UALITY OF THE _ .- __.... ", I;. ORIGINAL DOCUMENT --- - --- _ - I I £ �6Z 8Z L�Z 8lZ 19}Z 16lZ C, �Z IffZ 0l7, t3((T 81 Li 91 4T 6�i f:�T Iz1 tt 1 .8 1llllillil�llll�lllllllli�lllllllllllllf IIII�lL111111.111IlLUllll 11 lill�,�lllll►� ► + - - --------- 1 Z - - PROJECT DIRECTORY, GENERAL SHEET NOTES OWNER, 3 4" 2'-3 3/4• 1 I2—'SPACE AGE FUEL 901W SW Highland Drive. Gresham OR 97030 No. DESCRIPTION: (503) 665-5693 FAX, 665-1741 3/4" TYR I All SURFACE TI 0 BE PLASTIC LAMINAS FOR WIC TE STANDARDS FOR U O.N LAMINATE CLAD CASEWORK CIVIL PARPART BD ) __. __ _ " " — " • I ^ 3-a it-III ANGLED_ _ 2-6 2'-6" ANGLED 1 -0 2-0 If-1111 1 -6 2. DETAILS DESIGNATION: 1MDTIi, HEIGHT (INCLUDING BASE) AND DEPTH (TOP EXTENDS BEYOND). --.- __ REMAINING PANEL WIDTHS TO BE EOUAL AT EACH END OF WALL. APPLICABLE MILLWORK WiLSONART X11573-60 NEVAMAR -3-48T - NEVAMAR S-3-4 T WILSONART 1573-6 C2 Ut 1 SECTION IS NOTED BELOW SIZE OESIGNA110N ? = APPROXIMATE SIZE (WIDTH) OF UNIT -- P -LAM FINISH P-LAM FI P-LAM FI SH P-LAM FIN SCI 503 03 CASEMA)RK CONTRACTOR TO FlEID VERIFY E)oS11NC CONDITIONS FOR DETERMINATION OF STRUCTURAL 06402 I 06402 06402 `-- -� 6" DRAWER 80x —_ 3. HOLES INDICATED IN MILLWORK COUNTERTOPS TO BE &T INDICATED, WITH PREFAB HOLE Structural Solutions nc. ppT ORD, --�� _^ — FINISH AND COVER. LOCATIONS INDICATED ARE TO 8E 2' FROM BACK Of SURFACE. 16 Canterbury Lane Logan, UT 84321 CECIAL ITEM °�° — 4. PROVIDE BLOCKING AT ALL STUD LOCATIONS FOR ATTACHMENT OF MILLWORK. Phone Fax C435) 787-2050 06402 DRAWER BOX A PROVIDE ALL OTHER ITEMS PER MANUFACTURERS REQUIREMENTS. D — — _ MECHANICAL — — .� .._ P 4LAM�FINISH57J-60 5 P AWERNAT1oN ON CABINETS WEANS LOCK OCCURS ON THIS CABINET OR Boulder Engineering DRAWER BOX r' 06 02 811 West Cedar St„ Pocatello, Idaho 83201-61 9 E / (E08) 478-4613 Fax 41'8-4617 Atto Cliff Holl.es r. . . FLECTP:CAL DRAWER BOX 00 " M AI FLOOR RAISED — —_ — _ _ _ __ — — — Boulder Engineering — — — -- -- 811 West Cedar St., Pocatello, Idaho 83201-61.9 (209) 478-4613 Fax 478-4617 Attn: Stcn Johns PLUMBING RAISED FLOOR Boulder Engineering 811 West Cedar St., Pocatello, Idaho 83201-6139 (208) 478-4613 Fax 478-4617 Attn, !Tiff Holmes CABINET SECTION SERVICE COUNTER ELEVATION SCALE: 1" . 1'-0" SCALE: 1/2' 1'-0" -� 5" REFERENCE NOTES91 2'-6" 2'-6" 3 1/2" �ry 3 4` 2'-3 3/4` 1 1/2' 3,4 2'-3 3/4" 1 1/2' 6• 1�_5• 5 1/2` 1 1/2" 9 I � __ v 3/4" o �n I \ INTERIOR t.OGAN, UTAH O� z � 0640280 P-LAM FINISH 9 06402 lF C ,ROUT "TRASH" INTO 6" 3/4` TYP. - - CUP DISPENSER �, 05066402 AL ITEM F6 St."MING DOOR o PART BD PAINT SLUE 06402 PART OE4p?AL ITEM _— m 3/4' PLYWOOD 2— — SHEATHING • 3/4" TYP z SLOT BIRD. �T 06100 M SPECIAL ITEM —� FLOOR EDGE / —-- C PART BD8 06402 C 06402 o J ; `� "'�' •0 3/4" 0610FRAMING ADJ SHELVES 04 PART BD o 06402 N / 06402 TRA41H CAN � N � COVE 8ASE 1 < • P-LAM FINISH ^ CERAiri;� i.LE ' j '� M CONVENIENCE ® C4 06402 09310 . 503 '0 503 FINISH FLOOR y, _ STORE / 20 FRAMING I / I ^ D6100 I - --- BATT INSUL ' / RAISED FLOOR \ F==RAISED FLOOR 07210 - BASE DETAIL KING CITY, OR CABINET SECTION CABINET SECTION BASE DETAIL 4 RAISED FLOOR CSCALE: - SCALE: i" • t'-0" SCALE: 1' = 1'-0" SCALE: 3 = 1 -0 2'-6" D 1'-5 1/4" 5 1/2` 11/2" 6" 6" — 1'-10 1/2" 1 1/2" N 3/4" PA3/ BD 101-5" PART BD' 06402 � ARCHITECTS • PLANNERS • CONSULTANTS 2'-1" 2'-1" 2'-1" 2'-1" 06402 — ARCHITECTURAL 3/4" LIDS & CONDIMENTS O � ROUT "TRASH" INTO � DESIGN WEST PC. B2 — PART SPECIAL ITEM ^ 50 SLOT BIRO. 06402 06402 v0 SWINGING DOOR .o SHEET KEY NOTES SPECIAL ITEM PAINTED BLUE 06402 ° N PART LOGAN, UTAH 8 B �. ° ADJ SHELVES 4oz— M SALT LAKE CITY, UTAH • ^ V 06402 3/4' ADJ SHELVES N r `O C' TRASH AN� N � 064o28D 06402 N ; N COPYRIGHT® ARCHITECTURAL DESIGN WEST, i DRAWING NOT TO BE REUSED WITHOUT WRITTEN I ` PERMISSION OF OWNER AND ARCHITECT ` — io MARK DATE DESCRIPTION CONDIMENT COUNTER CABINET SECTION CABINET SECTION CABINET SECTION - Q2 63 . " 64 _ OBI = - SCALE: 1/2 • m 1'-0' SCALE: 1' � t'-0" SCALE: , t -Q SCALE: 1" 1'-0" -- 2'-6" ISSUE, 08 AUG 03 - PROJECT N0, 40066 — 3/ TYP. ^ CAD DWG FILFi 40066_A500 1'-I" " i" 1'-1" ?'-0" 2'-6" 3'-0" 3'-0" 2'-0" 2°-3"t V.!F. PT BO 2-I 06402 � I DRAWN BYE DRH B3 C3_ B4 50 503 50 50 _--- CHECKED BY• SWT ° SHEET TITLEi ____ - - .— --- --- � CABINET DETAILS '�A • A \\.. � n -� n '� 11� TRASH �, — — — ! _I, _ TRASH ; `J O 0' (0 O c CJl a n (o 1 _ Tn. 5H _ PLYw000 I"� -71-77 1 1 I I\ ' I hI I I� 06100 e ADJ SHELVES �\ ° 06402 iv i CHASE � SHEET Not CABINET SECTION FAST FOOD COUNTER ELEVATION - A4 _. A503 Al _ SCAL►".: 11" _ ,'-o" ' SCALE: 1/20 = i'-0" Pacific Hwv. 16875 4 5 B11P2002-00217, MEC2002-00226 2 20 of 61 lIljjI �1��tllll IillIllllll IIl�li1llI�llllII TS , II � IIII � 8il�t lu� ljill L1 lIlILlI111111I11i119J1111Ii 11I 11I.i1Ib I I I i l l l.1l t1 1 1 NOTICE-. IF THE PRINT OR TYPE ON ANY Ifl 1 ll1 1i I 1 1 1 1 IIiIIll IIlliIIIIIII II0121 IMAGE IS NOT AS CLEARAS THIS NOTICE, N.3s IT IS DUE TO THE QUALITY OF THEuO [ill tiF11!Jillu IllI►9�z l►llllT�lJlRIGINAL DOCUMENT L 9 19 -1 lllillII z 8i8t �tIIIII9IIIII9 ',; II8 I I �� •�� II►��II� IIIII►III ► II 1 2 4 5 PROJECT DIRECTORY DOOR AND WINDOW NOTES: OWNER - — SPACE AGE FUEL ROOM FINISH SCHEDULE DOOR and FRAME SCHEDULE 901W SW Highland Drive, Gresham OR 97030 No. DESCRIPTION: (503) 665-5693 FAX, 665-1741 DOOR FRAME A. 10 HARDWARE ' MINIMUM FLAT AND SMOOTH BOTTOM RAILS WITH NO ' ROOM ROOM NAME FLOOR WALLS CEILING NOTES FIRE CIVIL � MARK SIZE MATL TYPE LOUVER MATL EL DETAIL (K.) RATING SET ;?EMARKS OBSTRUCTIONS, TYPICAL AT ALL SWINGING DOORS, NO N S E W MhTt HEIGHT LABEL NO KEYSIDE I B, BRAILLE SIGNAGE REQUIRED ON STRIKE SIDE OF FRAME. 100X �ryp HGT THK GLAZ STYL WD HGT HEAD JAMB SILL (H.) (L.) RM NO (M•) 101 C-STORE C-I k 2 P-1 P-1 P-1 P—t A-i 10'-0" No, i, li, iii _. -- C. IF (-) IS IN SLOT THERE ARE NO ITEMS APPLICABLE _ _ 101A (2) 36' 84' 1-3 4" AL SO B - - AL 0 C3 C3 Ol NR 101 _ DOOR TYPES STRUCTURAL IOTA CASHIER AREA R-1 P-1 P-1 A-1 9'-6" Na. ail / 102 OFFICE R 1 P 1 P 1 P 1 P 1 A I 9'-0" 101B 36" 84' 1-3/4" AL SCI B - - AL C C3 C3 Ot NR 101 p, (2) DOUBLE LEAF � 102 36' 80' 1-3 4" S�' None A - - Wood I A2 - - NR 1 102 Structural Solutions Ince 103 TOILET ROOM C-1 dt 2 PI/W11 P1/W1 PI/W1 P1/WI A-1 _9'-0 REFER TO ET.EVATIONe / _ 76 Canterbury Lane Logan, UT 84321 104 MECHANICAL ROOM S-1 P-1 P-1 P-1 P-1 A-1 - iv .03 36' 80' 1-3/4" SCP None A - - HM I D2 C2 NR 2 103 No. 1 E. THICKNESS: Phone & Fox (435) 787-2050 105 WALK-IN-COOLER S 1 - - - - - - 104 36' 80" 1-3/40 SCP None A 18' 12' HM I D2 C2 NR 1 104 THICKNESS INDICATED IS NOMINAL SIZE " " A 18' 12' HM 01 C2 NR 3 104 F. CONSTRUCTION/FINISH: MECHANICAL D 106 FOOD PERP, C 1 dt 2 FRP-1 FRP-1 FRP-1 FRP-1 A-2 9-0 No. il, Iv 106 3s 80 1-3/4 SCP None - Boulder Engineering SCP = SOLID CORE, PAINTED FINISH HM = HOLLOW METAL, PAINTFO 811 West Cedar St., Pocateilo, Idaho 83201-61 9 Al. = ALUMINUM (208) 478-4613 ;ox 478-4617 Attn, Cliff Holmes G. GLASS TYPES: ELECTRICAL.. SO = SAFETY GLASS INSULATED Boulder EnPdaih!Min , _ GI = CLEAR INSULATED GLASS 811 West Cedar St„ Pocatello, 133201-61 9 ELEVATIONS MG = MIRROR (ONE WAY) GLASS (208) 478-4613 Fax 478-4617 Attn: Sian Johns DOOR and FRAME H. RATING' PLUMBING 20, 45, 60, AND ETC. INDICATES FIRE RATING ALL FIRE RATED DOORS SHALL BE AUTOMATIC C .3SING OR Boulder Engineering DOOR ELEVATIONS: FRAME ELEVATIONS: SELF-CLOSING AS PROVIDED IN SEC. 713,6 UBC IN ADDITION 811 West Cedar St., Pocatello, Idaho 83201-61 9 INTERIOR FINISH NOTES: FINISHES. SEE SEC. 703.4 FOR SPECIAL PROVISIONS RELATING TO DOORS. (208) 47P-4613 Fax 478-4617 Attn, Cliff Holmes SYMB, DESCRIPTION: No. DESCRIPTION: J. NUMBER INDICATES FRAME TYPE SHOWN ON A601, i, PROVIDE 1/8 SINTRA PANNELINC ABOVE COOLER DOORS, REFER 6" 60 2" 3'-0" 2" A-1 = 2x4 ARMSTRONG ACC'JSTIC CEILING TILE "CORTErA X769". TKAGE, K. NUMBER INDICATES DETAIL(S) SHOWN ON SHEET A501, O INTERIOR ELEVATIONS AND YESCO SIGNAGE PAC A-2 = 20 ARMSTRONG PLAIN SURFACE CEILING TILE "CERAMAGUARO". l ii, CERAMIC TILE TO BE PLACED IN A CHECKERED PATTERN REFER TO — l,. HARriWARE CROUP #, SEE SPECIFICATIONS FOR HARDWARE GROUPS �p A�C C-1 = DALTILE 12"02" CERAMIC TILE "WHITE GRANIT #VS02". FLOOR FINISH F101 PLAN, GROUT TO BE NATURAL GRAY ,o i y C-2 = DALTILE 12"x12' CERAMIC TILE "BLUESTONE M13". FIMSH PER EX iERIOR M. KEYNOTES: C-3 = DALTILE 4x4 CERAMIC TILE "BISCUITE p(175" (FIELD COLOR) iii. P-2 PAINTED GYPSUM SOFFIT, REFER TO BUILDING SECTION AND ELEVATIONS, 1, 1' UNDER CUT DOOR C-4 = DALTILL 4x4 CERAMIC "BIMINI #1223' (ACCENT COLOR), RELATED DETAILS. 2, PER COOLER DOOR MANUFACTURE. W CD ~ N � C-5 = DALTILE 6'x6' COVE BASE CERAMIC TILE "WHITE GRANIT #M2". iv. R-2 COVE BASE o' n 4539 C-E = OALTILE 6•x4" COVE. BASE CERAMIC TILE "BISCUITE �I(175". v. C-5 CERAMIC TILE COVE BASE, ALL GROUT TO BE NATURAL GRAY. - 00 M-1 - METAL SOFFIT TO MATCH DRYVIT COLOR #108 "MANOR WHITE". _ L `�� LOGAN, UiAH�� M. C 6 CERAMIC TILE COVE BASE, ALL GROUT TO BE NATURAL GRAY, P-1 = PAINTED GYPSLA WALL BOARD ORANGE PEEL TEXTURE. '�c SHi RW1N WILLIAMS LATEX WHITE NSW2123 - e PEEL TEXTURE. � I SGI � P-2 = P jNTED GYPSUM WALL BOARD ORANGE TU SHERWIN WILLIAMS LATEX PERMA WHITE #SW2130 P-3 = PAINTED DOOR AND FRAME SEM-GLOSS FINSIH, SHERWIN WILLIAMS. l MATCH DARK BRONZE STOREFRONT FRAME. A B R-1 = ROPPE RUBBER TIL!_" LOW PROFILE RAISED \\\ CIRCULAR COLOR SALEM BUE #LP154. R-2 = 6" ROPPE RUBBER COVE BASE COLOR SALEM BLUE #54. C -1 = SEALED CONCRETE REFER TO SPECS, S 1 W-1 w CERAMIC TILE WAINSCOT WITH C-3,4 &6 TILES, REFER TO C1/A211, FRPI a TEXTURED WHITE FIBERGLASS RESILIENT PANEL, CONVENIENCE I STARE WINDOW SCHEDULE KING CITY, OR MARK SIZE TYPE MATERIAL REMARKS O WIDTH HEIGHT GENERAL SHEET NOTES � g A 120" 70" STOREFRONT ANODIZED ALUMINUM FRAME 3 LOWER 3 UPPER PANELS B 1 80' 70" STOREFRONT ANODIZED ALUMINUM FRAME 2 LOWER AND 2 UPPERP PANELS AA 36" 42" INTEMOR WOOD FRAME PAINTED _ 1, SAFETY GLAZING: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF GLAZING IS AR(,'HITECTS • PLANNERS • CONSULTANTS WINDOW ELEVATIONS WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE of THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING ARCHITECTURAL SURFACE. DESIGN WEST PC. 2. PROVIDE CAULKING AT ALL JOINTS AT ALL. DISSIMILAR MATERIAL 61_8" 30_0• CONNECTIONS, ISOLATE ALL DISSIMILAR METALS. • 3'-1' 3'-1' 2'-8' 3. GYPSUM BOARD SHALL BE SEATED 1/2" MIN. INTO METAL FRAME. LOGAN, UTAH B 2 EQUAL EQUAL EQUAL 2 2 _ 2" .2" SALT LAKE CITY, UTAH 4, ALL MATERIAL IS NEW. N I 5, REFER TO SHEET 17101 FOR FLOOR FINISHES. COPYRIGHT( ARCHITECTURAL DESIGN WEST, — DRAWING NOT TO BE REUSED WITHOUT WRITTEN p PERMISSION OF OWNER AND ARCHITECT I C4 CI GI GI GI G! cCS0 MARK DATE DESCRIP'fIDN is .o a Soo © 26 AUG 02 POGYS T.I. r •' SGT) GI GI S(X GI MG 0 • i SEE NOTE 1. g FOR LOCATION L OA BCAA) O IssuE, 08 AUS 03 PROJECT NO, 40066 CAD O WG FILE, 40066A600 SEE DOOR DRH 2• 4'-0" 2" 2" SCHEDULE 2" DRAWN BY, N CHECKED BYt SWT % i SHEET TITLEI wL GI N - p DOOR AND WINDOW N � f s SCHEDULES L � I GI c ' i M r r SHEET No, A601 5 Pacific Hwy. 16975 1 6UP2002-00'217, MEC2002-0022E 21 of 61 4 IIII ISIII Jill 11111111I I l NOTICE- IF THE PRINT OR TYPE ON ANYV I I I I I I I I I I I I I 1 I I I I I I I I I I i I I I I I I I I I I I I I I I I b io I l r I I III I I I 1 / G' IMAGE ISN TAS BLEAR AS THIS NOTICE, _ _ ------ ------------- l_ -------_ 1----. ---- ---L_-__ IT IS DUE TO THE QUALITY OF -THE T N�jy Olt: I I I _� T-__— ORIGINAL DOCUMENT s e z 8lZ L Z e(z 9�Z I �Ib Z EiZ Z i Z o z 8 L 13 t G i e t - 911 i �t b t z t t t t f 6 e G iiA I �4 � � Z t IY11M L II I � I I I llllllllll1111111 ll ll�I 1 1 1 1 1 111I� � zz�� Illlll�lllll��l IIIIIIII III►ILII►�I►I►�IIII�IIIIII►I►�IIIIf I► 1llIIIIIIII�iIII I II�III►I�IILlll11�1.11 li I I I IIIIIIIIIIiIIIIIIIIiIIIIIIIIIIIIilllll I IIIIIILIIIIIIIIIIIIIIII►III�IIIIII► I►I IIIIIII I I ISI, IIII�I,IIIII (IIIIIII II►I I I III �� i PROJECT DIRECTORY OWNER SPACE AGE FUEL 901W SW Highland Drive, Gresham OR 97030 (503) 665-5693 FAX; 665-1741 CIVIL .STRUCTURAL o n o 0 o cao o a o a o --)Cloolooioolooiooiooloolmiooio0 0 Structures Solutions Inca 76 Canterbury Lane Logan, UT 84321 Phone & Fax (435) 787-2050 0 1 i I 0 MECHANICAL ° ..�- _ , . 00 Boulder Engineering ` Q r WALK 1 (ROLE _ 911 West Cedar St., Pocatello, Idaho 83201-613, 0 (208) 478-4613 Fax 479-4617 Attn: Cliff Holmes EXPOSED CONCRETE \ �- �. , I 0 WATERPROOF COATING I ELECT2ICAL 09960 EXPOFD CONCRETE �--- FE) A�-- _ 0 0 _ _ ._ _ �--� WA E PROOF COATING �_- _- ----1 -, 0 Boulder Engineerin 09960 _ , g T _ 811 West Cedar St., Pocatello, laono H:,rin'01-6139 ° __..._L.__ _� Q (208) 478-4613 Fax 478-4617 Attn: Stan Jahns MECHANIC A L 0 1 4 i-- --- _ _ -- _ I 0 PLUMBING ° _ ----- --- -- -- --- - ----- - I - - Boulder Engineering ° 0 811 West Cedar St., Pocatello, Idaho 83201-61 9 0 --� - - --i- - ---- - - '` - (208) 478-4613 Fax 478-4617 Attn: Cliff Holmes Y- 0 0 � 0 - (" - -- 0 c ,� 4539 0 0 1 LOGAN, UTAH r I 0 9� o 1 0 I - --I--- 0 F I I 10 0 I ( 10 it�RM FIELD TYPE C-1 0 ^� i L — J 0 CERAMIC TILE — — — — -- 0 1 09310 T O 0 I 0 I C-STORE 0 CONVENIENCE { 171011 00 STORE 00 I 0 f ► 0 o KING CITY, OR 0 0 - f- TYPE R-1 _ 0 ACCENT TYPE C-2 RUBBER FLR TILE I CERAMIC TILE 09651 00 u D FIELD TYPE C-I _ _ — ^ ` _ _ 0 I 11 CERAMIC TILE ) C N 0 o 009310 n c( G co o u o GG ip C ) O 0 0 () 0 0 0 0 0 0 0 1.) 0 0 G o . 1 � ,777: � UCG � ) r0CGG ; G : G : GU :� -- - o (; o a < o a O o0 I ARCHITECTS PLANNERS CONSULTANTS ) , � 0O (:) {jO 0 .0 0 0 L 0 0 0 •- f 00 nuc:: c; aCpO :) o0o100C) 00 0C' CjL) 00 (i (? GCiI:iC> 0GC) t 000C: Ot.) 00CI01 ;) o (� .3 •:) GU00 c, .) (% f} l') 1? o) C) GrJUCs0C' 00 !0CiOG 0 clu l I ' Y/ JC1GC! 0 ` AsFI R ) o r C' GUC? ( — — - — -- SOLA ) (: 1) 0000 (.) JC+ ) O !) C> +_ :30000 !_• JC) C) ('i (` 0 (;1 0 !, r) f: f_1 'i �? nfi ° {- ---__^I____I -. _ L. _ I_-- -•- I_--I_-'- -- -- _. _-•-,-_ __._I. I ? u (3 . :7 C:) G U 0 (.+ .! CY :? C.' (31 0 C 0 " C: 0 i) C` G l" C'i a C E c, h o ' C fi o ARCHITECTURAL c; 00 ("100 () t0 ;�� 00 ,) 00000n :. 000) 0r� 0 non I0o '.3t c5 0 DESIGN WEST PC. 0c) c, o 0o0ac) 000aa , ) 0uc, c ) u (. 0000 :. cuff: 0 0000000 0 ti OU00C., Cr) Up0C." 00000Gr:► CiUI} •JC) C; vliIZ000000CGGUUf.) GGCi E I } CCC � � 0r) 00QCGrC � A ^ ( ! � � ! C 000 0 LOGAN, UTAH p SALT LAKE CITY, UTAH I COPYRIGHT® ARCHI TEC i JRAL DESIGN WEST, DRAWING NOT TO BE REUSED WITHOUT WRITTEN PERMISSION OF OWNER AND ARCHITECT MARK U Fa T E DESCRIPTION FINISH FLOOR PLAN SCALE: 3/16' 1'-0" GENERAL SHEET MOTES REFERENCE NOTES SHEET KEY NOTES ISSUE: 06 AUG 03 09000 FINISHES No. DESCRIPTION: PROJECT NO: _ 460 09310 CERAMIC -FILE 40066 A100 Ol FLOOR DRAIN, REFER TO PLUMBING PLANCAD DWG FILE:. 09651 RUBBER FLR TILE DRAWN 13Y ORH 09960 WATERPROOF COATING 09310 CERAMIC TILE CHECKED BY: SWT SHEET TITLE: A FINISH FLOOR PLAID REFERENCE NORTH ONLY. FOR TRUE SHEET No NORTH ORIEN CATION SEE SITE PLAN NORTH F10i 14 5 Pacific Hwv. 16875 2 33UpZCO2-00217,MEC2002-00?2( i 22 of 81 ' � � ! III Jill I L I I I ' I 1 1 1 1 1 1 ! I l i l l l l I 'lll I I ' I I I I III I�!I! I ! ( I 1 1 1 1 l l l l l i Jill l • NOTI(,E: IF THE PRINT OR TYPE ON ANY 11 I i I I I I III I I III I I III t I i I 1 I I III I III I I I 1 1 I I I I I I L I I I 1 4 ��IMAGE S NOT AS CLEAR AS THIS NOTIC,_, [ _- -_- _.- ---_--- . _ _---._� gl-_--.� •� __________� ��----_.� 1 � IT IS DUE TO THE QUALITY OF THE_ _ -. • ...,.' ORIGINAL DOCUMENT LZ 9Z I Z ibZ SZ �Z TZ I O�Z 8l 8t Lt 9t 4i i�nt f�t 131111111 i1 � ►1Illllllllllllllll IIIIIIIIIII11111�I�1W1) TI � I - ---- - ----- - 1 2 Z ` 4 5 67RILLE5, LOUVER5 AND DIFFA15ER5 5CHEDI)LE MECHANiCAL ECUIPMENT SCHEDULEF$0.,EGT DIRL-GTORY: 29X14 WIPL.Y AIR ----- w_ _ E� TE� moM RN 5Y WL TYPE FINISH 51ZE HF6'R 4 GATALO& NO. 5 17iPT iON MFf'R � GAT. i�0. �`T COOL FAN POHM i6X25 EWDP - -__ _ - NOTES ► SPACE AGE FUEL J THR1 ROOF ---_ MB'!1) KH TON5 CFM 1=5f' RPM HP V PH GA MCOP 05A WT MOUNT THERMOSTAT, SUB-BASE AND ROOM SENSOR AT 5'-0" AFF. VIA 5W Hk-filar+d DrNo, 6roshen OR 4-7050 _ CEILINf DIFFUSER WHITE 12 X 12 TITUS TOG, 4-WAY, LAY-IN - - - - STUMY f,IR CEILING -- PROOF TOP uNrr _ _ 1503) 665-5f�13 FAX: 665-1141 - - L6A072H--Y 135 bD 2400 0.43 230V 3 35 50 400 9I1 (!X2)(3)(4) CiVIL O 5YSTP�i � RETURN WHfTE 24 X 24 TITUS PAR _ SIZE PER 5T1711GNRAL j �' CEfLIN6 Dlr"USER _ WHITE 12 X 12 TITU5 iTaG,4-WAY,SURFACE Structural Solutions Inc. GENERAL iK✓1�� 16 Canterb" Law Logan,LIT 94321 rJ�-CYTON E*MT FM �� - - 200 035 1125 1/6 1!5 ! 4.4 20 - 30 (5) I THE ARGFIITE 5 Ftow t Fax (4r35) i91-2050 r ~- -� AND OTHER RELATED DO�G�NT'S SHALL IBE NS!D QED'A!RRTT OF THE �CHANIGAL -- MECHANICAL CONTRACT, AS, FAR AS THEY APPLY TO THE MEGHAN16AL Boulder Engineering � -- -- _ 811 Host Cedar 5t., Pocatello, Idaho 63201-6134 � 5Y5TEM5, AS IF REFERRED TO iN FULL. (208) 4'18-'4613 Fax 419-4611 Attn: GIME I{olmeii -RL10F TW156E5 NOTE: C.Of�FIR>M!WALI./CEILiM6 'I't'F'E QL��OIE ORt/9t1N6. ; 2 ALL FIED CONDITIONS AND JOB 51TE DIMENSIONS ARE TO BE VERIFIED PRIOR ELMTRIGAL TO COMMENCEMENT OF WORK. r--- -- ,T, TF�RMC75tAT 3IL54 Boulder En ineerin I� ,-29X14 FMnW AIR. - -- 24 I - - - - (b) 3 ALL GON5TRUGTION WORK SHALL BE PERFORMED IN STRICT ACCORDANCE g g f 26X14 SiJPPLY AIR "- LENNOX I WITH ALL APPLICABLE BUILDING CODE-5, 811 West Cedar 5t., Pocatello, Idaho 93201-619 MOM RTU � SEAR T b6E67 - . - ." J - 24 - - + - - - (6) 4 ALL DUCTWORK SHALL CONFORM TO UNIFORM MECHANICAL GODS STANDARDS. (20D) 4'19-4613 Fax 4'16-46!`T Atbn: Stan Johrh (6X7,5 DROP 1) ROOF TOP UNI, COOLING LOADS ARE SIZED BASED ON 8q F DB AMBIENT, bq F WB; ICF INTERIOR. PL1.14 lN6 THRU ROOF (2) APPROVED ALTERNATE MANUFAGTURER5 INCLUDE: CARRIER, TRANS, YORK. 5 HVAC CONTRACTOR 5HALL BE RESPONSIBLE FOR All GUTTING AND Boulder Engineering (3) Pt�OVIDE UNIT WITH STANDARD CURB,ENTHALPY 60iML LED ECONOMISER TIME DELAY RELAY;UNIT MOUNTED D15GONNEGT 6F61 PATCHING OF: ANY WALL5, ROOF,OR FLOOR OWING CONSTRUCTION OF � g OUTLET 10 _ 9ll West Ceclor 5t.,Pocatello, Idaho 93201.6134 CORR05 N PROTECTION, 5TAINL.E-55 STEEL HLAT EXCHANGER;SERVICE VALVES,GRAVITY EXHAUST DAMPER;OUTDOOR AIR PRO..IEGT FOR MECHANICAL EQUIPMENT. (208) 4'fb-4613 Fax 418-4bt1 Attnr G1Mf Holmes HOOD. b GOORDI'ATE ALL SUPPLY AIR DIFFU5ER5,EXHAUST GRIL LES, AND RETURN (4) SMOKE DETECTORS SHALL BE PROVIDED AND 110TAL.LED IN THE RETURN AIR DUCTING OF THE ROOF TOP UNIT(ROBEiRTi5HAW No. AIR GRILLES WITH ARCHITECTURAL REFLECTED CEILING PLAN ND WITH ' I 2650-160) BY M.G.;WIRING BY E.G. C40RDINATE WITH E.G. �0 PR ELECTRICAL L16HT FIXTURES. - ` (Si SUPPLY WITH Nro-W! TOOi6LE 5W(TGH, MOUNTED 4 WIRED;ALUMINUM RIB RING;CURB GPI-11-10-612, TRAY;GRAVITY OPERATED g 8j y y ' DAMPER WD-100-PB-+0X10. l ALL TRANSVERSE JOINTS 5HALL BE SEALED WITH TAPE OR MASTIC. fi0771PE (b) PROGRAMMABLE THEF'M05TAT WITH REMOTE TEMPERATURE SEN50R (No. 96661) AND 51.115-BASE (No. 31L53) 8 ALL SUPPLY DUCTWORK SHALT. BE WRAPPED AND LINED THE FIRST 10 ip PLAN FEET FROM THE ROOF TOP UNIT FOR N015E TRANSMISSION. ALL SUPPLY %�,Q AND RETURN DUCTWORK SHALL BE ACOUSTICALLY LINED. ALL ROUND OREGON ROOF TOP UNIT INSTALLATION DUCT WORK SHALL BE WRAPPED PER SPECIFICATIONS. r 1 1� SCALE: I/fi"=1'-O" 9 a ALL DIMEN5;ON5 ARE PtE f INTERNAL. DEE 4 2 5-03 3 0 10 MANUAL VOLUME DAMPEI i;RE TO BE PROVIDED IN ALL BRANCH LiNES, �, EXPIRATION DATE: 56735720,051 PAMPERS SHALL HAVE ECG,.rN6 QUADRANTS,TYPICAL OF DURODYNE MODEL ...., �s i Oo 0 o0 o0 o0 00 00 0010 9- 00 oo_Oo_00 00 00 00 n0 00 O 00 00 00 00 0 00 00 00 ocl _o ooloa Oo o0 o0 oo-ociloc 00 0 SPEC 5EALIQUAD �.. a ;; r.�.�.l-'�-�IT fr __ --_�-�:- I r `� - - --- -t 0 11 THE LOCATION OF ALL PENETRATIONS SHALL BE (AORDINATED WITH \\ 0 _; �, I I _, - - ___ A - 0 ARGHITFGTURAL AND 5TRX7L1RAL DRAWIN05. .�\ \\ \��\ a t , ., ; '� •. 2 s _rti✓z 3u• ?�;_r t r�Ni'v ,� 'r ii' O C 62 'sr.. ,., ._. n I•. I ''d' fJ: , I O 11 MECHANICAL CONTRACTOR SHALL PROVIDE L.EVF:LIN6 PLATFORM AND GURBro ` ♦ \ s 'fi' '� + i •'S 0 - ---`~- - -- I �y' hlhLK-IN COOLER• �,�� , f�.__--I - -- - r ! 2 5 4 KEY NOTES PROJECT DIRZ:'`^.RY: OLOCATION OF MECHANICAL EQUIFMEN'r SHALL BE FIELD VERIFIED WITH OYY�ER ARCHITECTURAL d STRUCTURAL DRAWIN65. ADJUST LOCATION OF SPACE AGE FUEL EOUIPMENT TO MEET STRUCTURAL CONDITIONS. 1101W 5K Mlghlald Drlre, Gresham OR 97030 ROOF TOP UNIT SHALL BE INSTALLED SUCH THAT SUPPLY AND RETURN (�03) 665-56413 FAX: 665-1741 OPENIN65 SHALL BE COORDINATED WITH ROOF TRU%E`. CIVIL OROOF CURBS FOR MECHANICAL EQUIPMENT SHALL BE 12" HIGH UNLE55 5TFWTURA- OTHERHI5E NOTED. Structural Solutions Inc. 04 WALK-IN COOLER CONDEN5ING UNIT LOCATEv PER COOLER IN5TALLER, 76 Canterbury Lane Logan, UT 84521 �J COORDINATE LOCATION TO MAINTAIN PROPER CLEARANCES FROM Phnna t Fax ") '76"7-2050 ROOF TOP UNIT. MECHANICAL D - Boulder Engineering 611 West Cedar 5t.,Pocatello Idaho 832014134 5YM130L 50HEC ULE (205) 478-4613 Fax 478-46 Attm GIM► Holmes ELECTRICAL RT 5PEGIFIED ME(HANICAL EQUIPMENT Boulder Engineering + (5EE 56HEOULE) 611 West Cedar 5t.,Pocatello, Idaho 83201-6131 CA \ SPECIFIED RE615TER OR GRILLE $ DE51ON (206) 478-4613 Fax 478-4617 Attn: Stan ,bhns 150 GFM (5EE SGHEVULE) WATER HEATER PLUM81N6 COMBUSTION AIR .—._ WATER HEATER 3 REFERENCE TO GENERAL NOTES FORBoulder Engineering W VENT GLARIFIGATiON 811 ant Cedar 5t.,Pocatello, Idaho 83201-61 — (2U8) 478-4613 Fax 478-4617 Atte: Cliff Holmes --___ '— -- —� --- -- - — --- — — — 6"� DUCTWORK IN51DE DIMEN51ON (ROUND) pAq - -_�� __________ DUCTWORK IN51DE DIM4 EN51ON5 � o _f- 12X10 (RECTANGULAR - WIDTH/HEIGHT) 6ornF= O O ® 5UPPL'� AIR TOWARD5ON SUPPLY AIR AHA( RETURN AIR OR EXHAUST AIR TOWARDS D pS8 RETURN AIR OR EXHAUST AIR AWAY EXPIRA-nON DATE: 00630 2005 DIRECTION OF AIR FLOW _ FPLUMBING VENT 'r _ i — REFRIGERATION PIPE 51ZE (SUCTION) C REFRIGERATION PIPE 51ZE (LIQUID) CEILING GRILLE � PLUMBING VENT -�__�_—�— -- �� VD VOLUME DAMPER FD FIRE DAMPER CONVENIENCE � 50 SMOKE DETECTOR STORE f -- o�. t 1 A i 4 1 ' KING CITY, OR u ale •�;� ,�i �' I ARCHITECTS • PLANNERS • CONSULTANTS 1 r" ti I ARCHITECTURAL DESIGN WEST PC. PLUMBING VENT Q LOGAN, UTAH B SALT LAKE CITY, UTAH COPYRIGHT@ ARCHITECTURAL DESIGN WEST. DRAWING NOT TO BE REUSED WITHOUT WRITTEN J O PERMISSION OF OWNER AND ARCHITECT MARK DATE DESr;RIPTION -` — —.—I ---------„------ -- 8 AUGUST 2002 PROJECT IVO: 40023 GAD Dh46 FILE: SAKM20 __ --- ___ o� _ -- _ _-- o ___ __ ---- — — — ^_�� -- _ — — -- -- —� c�RAWN t3Yt CDN c+ECICED BY: CDH OWNVRSHIP OF CVOGUMENT5 SHEET TITLE: ROOFPLAN MECHANICAL This document, the Ideas and designs Incorporated herein, as an Instrument of ROOF PLAN SGA E; 114"mV-0" , proFessiomil service, are the property of BOULDER ENGINEERING, LLC and are not to be vsed, In whole or in part, For any other project Hithout the written authorization of MECHANICAL NORTH an outholzed representative of BOULDER ENGINEERING, LLC. �,opyrlght C�) 2002 by: BOULDER ENGINEERING, LLC a Boulder Engineering, LLCM 8! 1 West Cedar Pocatello, Idaho 83201 (208) 478-4613 _ \\ (208) 478-4617 (fax) SHEET Na: email beng cJr bengllc.com M10 1 2 3 A ,rj Pacific Hwv 16875 13UP2002-00217,MEC2002-00226 rNot 61 „ .. .._.. �:.i6� . �`� ''•e -•�*usn� " ....r. "ms. ,, NOTICE: IF THE PRINT OR TYPE ON ANY I(� III i11 III � III Ili III III III III I � I I I III III III 1�► I�f T�T III ► I Ill I�I f �l I �IIIII 1 '•I' 1� 11I'! I�I II1 111 III III I�I ! � I ! ! III III lllll � Iry ! � I lIMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 Z 4 ll ��' Tc�l 65 � ------11� -- � IT IS DU`r_ TO THE QUALITY OF THE __ -- i II I IIIII�III��llllll�l II l�llllrllII I � IJJ 1I —- � I � 1II�IIII � ! � I � 1 1I�1111111111 _ 111 9 __TfiNo 36 ORIGINAL. DOCUMENT 6t L111191a1T!lI►I1I1Il1IllII6IIII �IIIIMII� 1I1I� 11 y ` 11111L1111. lIIIII�IIIII INIIr z s 4 5 PROJECT DIRECTORY: Ori: SPACE AGE FUEL 901W SH Hlgh4d Drive,Gresham OR 91030 (503) 665-3' 13 FAX: 665-1141 CIVIL 5T.RXM RAL Structural Solutions inc. 16 Urtim-hn Lane Logan,UT 94521 Prone ! Fax (435) 161-2050 M6GHANICAL 120'-b" Boulder Engineering 611 West Cedar 5t., Pocatello, Idaho 63201-6139 D PARAPET GAPY (206) 416-4613 pout 416-4611 Attn, GIIM Holmes E.LEOTRZAL 11,'-1 „2" _ Boulder Engineering P PARAPET GA -- ----f-- - ,� a° COORDINATE GTI IF�G W TH- ----_._e �,, — - -- - �20DJ 419-4613 Fax 419-4611011 63201-61341 IJohra ROOF 5TRJGTURE I t s Boulder Engineering r - --- _ 611 Y�snt Gedcr 5t., Pocatello, Idaho 93201-613q ' (2Ab)416-413 Fax 416-4611 Attn: Cliff Holmes TIONNWNINv * 109'-10 - — -- -- - -- -- _---- � 60 71PE f B.D. AWNING DROP WITH SUPPLY AIR DUCT 51ZE NOTED ON PLANS. ADJU5T A5 REQUIRED TO FIT AROUND ROOD TRU55E5. (TYP) OREGON kj DEE EXPIRATION DATE: 06/30/'200-51 RR C loon^o J L____j I L___j I L___j L i LL __jj LL_______jj ILL ii I--- =ii LL J A LL =il I 1=1 11=111--I I I-I I I I =1 - =1 - - - = - _ _ - _ _ - - - `. "I I 1-1 1-1-1 I 1-1 I I 1-1 -111-111-III—(Tl ` --III=lrl— -11 =UIIEMEE 1= 1I-' 7-111=1I -1 -I1(-II1=11T-171-111- :M1. I1=111=111=1I1=111_- - -' ' -- --- CONVENIENCE 1=1 I I-Wl-a I I- 11=1 11=11 I,-111= I-I 11-1 I-1 11=1 I h�- i I I I I=�1-J 11=1�'- =1�=L - -!j1-1T= 1=1 I 1-ll1=1.1.i- �^ I =1L=111-I I!- 1=I I I1-1 11-,1I �. =I I I=I I II�111_ 11=1 I l i 11 I�I I 1=1 I I-1 I_I-111=1 11= ,.. :; 11=111=1 I I_-1 11 I—I�I-11� :. 11�=1-1 I— -1I!�-► 'I-11-11-11=L=-I I I = .;. L1=11—III STORE _111=11 _11=1! 1-1 I I-III-11�=_-= 11-III-111- -1 11=1 11=1 1-111=11 1=1 I i-111--111- -111-1 I a I s'-- I I-I(I-i I I-I 1I- -TrIII I II I1�1n 1I I- -1 I1=1 I Ii I Il it Ili 1 I 1 11- i IT;I I 11,_11 MECHANICAL SECTION A SCALE: I/4° = It - o° ICING CITY, OR L " 120'49" PARAPET GAPY - DROP WITH DUCTING BETWEEN ROOF J015T5 SE PDRAIN LUMBING, ARCHITECTS • PLANNERS • CONSULTANTS ;'i; •t iii`>5 tt,r`„ `,;,t �f �t HOLD DUCT WORK DRAWING5 (TYP) ,r,,��r A5 NIGH A5 P0551BLE Ill'-I 1/2” _ _ y��, (TYP) PARAPET GA -Y t �,r,��r4, �; �� ARCHITECTURAL I r DESIGN WEST PC. 115'-2" r..,, ,�uu w'° l .,;G;f�,; ROOF DEGK -- _ :: tt '" f,�:. �',,+i+' ,.:i 4'yY5 tl i{ 'if rw yyi, y,I•�`l t� I � 'fir y�1 y,� �+,..Fi�:l ,�I-�..••n.�� +—'4" ,, — — — — 114-2 — • I v, 1 �¢4 t,�1 i pl•35 . 4f fry .pe,- ti t. , _ .a rf. ,+. �.�6,;ir• .,, �°ii'� .r i',.s '='+ ';tf�i }'n;. � °�•� 1r`, � 'i� Lr '�•1 i�� ;� `�}'r t} i!,: ,�j>t i t � ROC'F UtGK LAGAN UTAH p °+'� '*� '€+.r?"(:"}�;t'...i� !�} � r ,,`t,. .�ti•. 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CDH 111-;111=1111 111 11 I-I I I- -11J_--J 117 - CHEGk:ED BY: CDN MECHANICAL SECTION SI+aET TITLE: I/4" = I' - O" GINNERSHIP OF DOCUMENTS SCALE: AThis document, the Ideas and designs Incorporated herein, as an Instrument of MECHANICAL A professional service, are the property of BOULDER ENGINEERING, LLC and are not to be used, In whole or, In part, for any other project without the written authorization of SECTION an authorized representative of BOULDER ENGINEERING, LLC. Gopyrlght 2002 by: BOULDER ENGINEERING, LLC -- —, Boulder Engineering, LLC 811 West Cedar Pocatello, Idaho 83201 (208) 478-4613 SHEET No: (208) 478-4617 (fax) email beng(�bengllc.com M10 5 Pacific Hwy. 16875 2 I 3 4 BUP2002-00217, MEC2002-0022E 25 of 61 NOTICE-. IFTHEPRINTORTYPEONANY Tlr ill III iii ill III 1111 i III 11 11 III 111 Ili III t�r II ! Ili III i i III ISI III Ili III III VIII I III III III 111 i t I i i � 1 1 I Ili I �111 (i 111' 111 IjI illllit III 11 IIIIIll IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I 11 I I 3 I- 41 I I �I I I I I I I I I I I I I I I 1 I I I I I 1� IT IS DUE TO THE QUALITY OF THE No 36 ®<-f ORIGINAL DOCUMENT -- 1 - T--- --- - -- --- - - – E 6 Z 8 7. G Z 9 Z Z fi 7, bI ZZ l(Z U Z 61[ 8 I G [ 9 I 9 i 6 l b t ---Z I t I �111 6 8 L 9 4I �� ill�� l��l� 11 �I� I I� ��IIIIIIIIIIIIIIIIII11►� i�lllllIl��►►VIII ►� illl1�� 1�►.I -i►ll � Ilii�illllliil ill lill��ul�� l�lllilll�lll�u� « <1�IIII�11�111 1 S 4 b PROJECT DIRECTORY: ROOFTOP UNI " NOTE: — WA5HER -----LAPPED AND BUTTED CORNER DAMPERS 5HOULD NOT BE IN5TALLED 0 ; OL05ER THAN TWO DUCT WIDTHS TO SPACE AGE FUEL p_ i5 ELBOWS OR INTER5EGTION5. LINER-- �`\ /1��\ // gOIP,15A Hlc�tcx�d Drlve,6rashom OR. Q1050 GUT OPENING ACCURATELY FOR 1 (503) bb5�643 FAX: 665-i'141 c � - / CIVIL SPIN IN(FLARED) FITTING. THE VELOCITY RATE HANGER STRAP ---- - t PRESS ONIHEAD I 51DE OF LINER MUST D STRLk TVRAL I �� G I - FAGS 7HE AIR FLOW �,\ Stru��tural Solutions Ing■ VOLUME DAMPER "I6 Gmtcrbury Lana Logan, UT b432I SEE DETAIL TH15 I" THICK DUCT LINER phone t Fax (435) 78'i-2050 5HEET 3/8" BOLT ___ '' / GA5 MANUAL i ,�� MECHANICAL 5HUT-OFF VALVE Boulder Engineering Bou de ar 5t. Pocatello daho 83201-6139 +'� ,.,�• n 3 t�,. 'i,r ,' 1 �. a. ,: ,.f.: ,{ �, „:.1;.,•� , FOLDED CORNER � .� •E 811 West Ged � e 'rr r e 4 `/ ,p4, ,w"� i, �f ,.4 .•a8/., ,«,. rt: s! t iR..•`. :''a�l + .�i� 1�„ t ;c (?DB) 4'18-4b13 Fax 4'18-461'1 Attnl GIIM Holman tj.+- a ,,•r 1. 1• i'f K y., �' 'J: , ) t " Y,la :.:j,+. 1 .i,,i�' ., -I• / �`'"� / ,.{�,��`. .,.L9 N: .�i'•R.T.��1'ji` ,._ 't 1' I l ,i � t'' '•! 1 R `,.T�.. iPa �ti: C _"—_____ I l., � •/ ALL TRANSVERSE EDGES TO BE COATED i 4 , t . a ,;�• DISCONNECT y _ x " _ G TRIGAL T. .' .:I Wil.' 'W 1 Y •G �, .1 'Y •'�� , f• ku ::? ., .�.' -3r�: �. 50 0 MAX M BAND OF SAME SIZE r q E'� r : ', ,, i •.;,, {}(. ,,,,,,` :, d 't,ty' ,.; (MU ; WITH ADHESIVE •�IIRAGLE DF b) l .'�� '1'a .`I r I r•�t •;�t,l:•+rf SWITCH r,3'!N 'Sr(' -,,, �7;t" .t ,'•1 i f ,T,i,!�yr�� .��' Ai r r Y.. N,y;TP'' .��•° r ,:• 1t. -..xyl,U �.1• ' 'v M 1• i.,. .�:e1 t..l�.� 3, :^h' I. `Sra.. '3x'� t �:•ir 1 .7':' Y.,.,.�..�r.L•In .!',{ P. ll�► `r:l� ,F,��''' .�y � �� '' - ;'+/,+.+Ii,;.r;•� ; •:Ly.c, AS HANGER STRA \ , ',s�� Boulder Engineering . DUCT SECTION g ,rx a : GONVIENGE OUTLET •1 ti !tt��, ylti��,j• �yra;,h •u,>' •n ,�, ,r: W. 4„�1I ,' .1.�;( :.,Y,.. ,, �. ;' �} a {. ��l, ,a LINER ADl•iERED TO THE DUCT WITH q0� 811 West Gera` at. Pocatello, Idaho 8'201-6134 •1 , t. ,1...< }.Sy.Y '.11�• 1 .tfc": �• ,••. ,aa :, 7 .,r Y ' ::t•' r' . ;"}�'S,3T�M/ , r44 �.ii + .4�•,�'f 5 ':i ». ,, "lr�•� tfr+, + L�r�l:• AIR FLOW � (TYPICALLY 41=T. ' ''' .. .; ,� `'i•;r' '` VENT TO ATMOSPHERE v''1 :eid1 'ly +�;. tpW`�;4 `!{` , E ES OR 5FT.) (208) 470-4613 Fax 47 MINIMUM AREA GO�ERAG OF ADN IVE. ax 8-'4617 Attn: Star Johns elk./.ty t"3e?7, 1 e , ,� w 1 •3'1'',,y,. drt-.1� t -- r T�'�3y f" •'L1 c� � �� er�' 4S Pyr 7•j.'�� '+ " / h�. \ VELOCITY DIt4Dl51oN5 f'iUM®IN6 } I _',' ' , 4 , r,: rU,, A 9 G E MAXIMUM 5PAGIN6 FOR FASTENERS. Boulder Engineering // rX � / " +� F' ' �- VOLUME DAMPER 0-2500 FPM 3" 12" 4'' IB" ACTUAL INTERVALS ARE APPROXIMATE. 611 West Cedar St„Pocatello, Idaho 83201-61 3' DEEP (MIN) ,i` I " RETURN AIR / P-TRAP I f 5EE DETAIL THIS SHEET 2501-bODO FPM 3" 6 4' Ib (209) 479-4613 fax 478 4617 Atte: GIIM Holmen ROOF GU SUPPLY AIR NO SCALE NO SCALE NO �+CALE NO SCALE �1�;*,o PRq�"8e�i ROOFTOP UNIT MOUNTING II BRANCH DUCT TAKE-OFF AND DAMPER ROUND DUCT HANGER 4 DUCT LINER INSTALLATION I c� 60771PE ,t BOTTOM CHORD OF TRUSSED _ PARAPET WALL RAFTER OR I J015T GREG N i /�• �-s--{RUNNER yY;�,Na�T"f? a f•d1��1t1 1 .11.'1 ROOFTOP UNIT y --I I/4" MIN. FLAT �� 1 G,1 ! Yl s I {x�J ,.wv e 7 �` 10' TYP. (AN) GA5 HEAT/ELECTRIC COOL PENETRATION �� I 45° 45° 4-1/2"OR 1" r^�r�k ,1 t x-,fir t r 4 `` y ''4`•• -` �INSULATlGN - - EXPIRATION DATE 06T3_0/20075 \ 5P .Zit — r14 , ,,,• STRAPS SHALL BE AS 5P •= 1+', F ,,: . 1, PERPENDICULAR AS _ - - RUNNER POSSIBLE -�--- FACTORY MATCHING f alk4�y'i t 1 MID X 3/4" SELFrAPPIA., ROOF CURB TYPICAL. � � .� Y 22 6A. , � „ ,�. I-I/2 ,i (I) MIO X 2 WOOD/,5HEET METAL �!G GALVANIZED Cloh, MIN. w1 ,`�; SCREWS ® EACH TRU55 SHEET METAL SCREWS C FLEX CONNECTION i + t CHORD (TYP.) TO ANCHOR 5TRAP5 TO DUCT. T 12° FLASH AND COUNTER - -T' f VI >r 4A��' 'L`4.Y+f SI{ - ��1.• (<`+1 ' .fit{�".,.. �� SINGLE VANE WITH 3/4„ ,+zl _i DOUBLEESSHHEEE ALL STRAPS TO BE .IGHT MIN. /FLASH yn } ° AGAINST DUCT AND ROOFING --, CONVENIENCE 't'•'/3 ajr1,C..r Jr'J1 �.5.�`�k"'�'Ct yy,( Y d r.Y��yy�'1 �i7;• t, S�rF,�Li ,, !, 1' ..If .��. tIY"�FF, r; J 9: MOUNT RTU ON FACTORY 5�••'`� +`fit ya'�y,,;,,�;1a�1-��',�'' ��'`" � '�`�``{''4��i �1;'� '�, +'° TRAILING EDGE. ;.�' rt :` BACK OVER. • t,L � � ,.�' ;Y"j,�;�rf��{ ,,,,n,v,� {q,•1 '�; }��,�k�t• �•,TFLOOR PLAN ;�, -�1= :, r:. / SUPPORT MEMBERS.(TYP) BUILT MATCHING ROOF " r "� 9"�' i;1;��`yv:-" ' '� *'' "'` FOR CONTINUATION. 51N-E YAW 50�F �, z�y�v ��.1�`� � •Y '� � ��.. BOLT,SCREW OR WELD _0 / CURB TYPICAL. ' 1 ?..`✓F".� l�' ')••jfL?1�� ..1<y L1r ,11 : C STORE R 5P �, RUNNER TO DUCT °r + I" X 18 GAGE STRAP _ ^ SUPPLY DUCTWORK SHALL BES SMALL 2" 1-1/2' 24 ,J HANGERS AT 8'-O" i LINED THE ENTIRE LENGTH LARGE 4-1/2" 3-1/2" 22 WELD EVERY 6TH VANE TO RUNNER(OVER 1000 FR-;) - SPACING. \ CURB A5 SPECIFIED OR RUN A TIE ROD THROUGH THE CENTER VANE --ATTIC SPACE - BAGKDRAFT DAMPER -• •- _ KING crT�r, OR TYPICAL ROOFTOP `UNIT SECTION No "(12) VANE5 AND VANE RUNNERS N0 � '� 8 _ NO POP RIVET5 ALLOWED I STRAP HANOER5 N0 5 EXHAUST FAN MOUNTING NO 2 ��a HANGER 51ZE5 FOR ROUND DUCT - DUCT DIAMETE�t ROUND HANf�ERS STRAP NAN6� MAXIMUM SPAGI OF HAN6ER5 DUCT SUPPORT BAND I . ARCHITECTS PLANNERS CONSULTANTS UP T}IRU 18' I/4"ROD I"X Ib GAUGE 10'-0' I Y � tLfi " �_— — t' + • ' Iq THtZU 36 3/8' ROD I'X 12 GAUGE 101-0" ARCHITECTURAL CONTINUOUS ROD t! +' ` r Ili �t yf. ,\I 37'THRU 50° 3/8' ROD 2' X I6 GAUGE I0'-0' I J# r ilk°Isn"I ` rF`M'fti DESIGN WEST PC. u4 t I --� � 1 }5�� ,�t.�� .4• �.�,P;�s��;,��r�,' 51"THRU 84" 3/8'ROD 2'X ib GAUGE 10'-O' 2 ° • l 1' a, r , e !'• B rr y; ;, �,', `'l �" M-� a�=; i ^� WING NUT HANGER 51 ZE5 FOR RECTANGULAR DUCT *S �i I 1 FYL,/1,'�� `,,� '.��r�Mlt�� -.�/ c ,>�• !,�"^%"1,�;��;�5'.46�P'1'S�'+nfrf t-..-�� - �..�, LOGAN UTAH ,,f,' `ti'ST�� L •,,{I��t�l.. ,� :n��!��.fr IS / , 1�. r.,Kt K _:e+t,. n•-• .,t'I ., : I 1 `�� ;+'`a,F 1M�1'k��•j.qtr,, �,1G '. t5r��"�;,1 t'•�'I%/ , LONGEST DIMENSION TRAPEZE 51�1oi= :.��•�, � SALT SAKE CITY UTAH +.I j ARM A El ROUND HI�J�f ER5 STRAP HAI�6ER55 MAXIMUM SPAG IN6 r / V1 DWT kTj `t'" '' _ COPYRIGHT® ARCHITECTURAL DESIGN WEST, UP THRU 18' 1/4"ROD I"X I6 GAUGE 1' X 1'X 1/8' 10'-0' f r w,1 ;;• ,,��,as� _ _� Ir +l , w: DIFFUBER INSULATED BLANKET DRAWING NOT TO 8E REUSED WITHOUT WRIT 0. 1q'THRU 30" 1/4"ROD I"X Ib 6AI A 1" X 1'X 1/8• 101-0' ROUND RIGID DUG y'- 1 WITH FOIL VAPOR BARRIER. PERMISSION OF OWNER AND ARCHITECT 31'THRU 42' 1/4"ROD I"X I6 GAUGE 1-1/2' X 1-1/2' X 1/8' 101-0' - FLEX DUCT - _-- 43"THRU 60' 3/8' ROU I"X 16 GAUGE 1-1/2' x i-I/2' x 1/8' l0'-0' MAX. 6' LENGTH .;. ; '1' MARK DATE: DESCRIPTION f —OPP05ED BLADE DAMPER NOTE: 61'THRU 64" 3/8'ROD 1-1/2'X 16 GAUGE 2"X 2' X 1/8' 8'-0' t-r=- , (WHERE SPECIFIED) I PROVIDE AND INSTALL DURO DYNE 5PEG-5EAL/QUAD 5EAL DAMPER1-112'xf 'r . S`• �- 85'THRU qb' 3/8'ROD Ib GAUGE 2"X 2"X 3/Ib" 8'-0' NO SCALE - NO SCALE ovl:�r m• 3/6'ROD 2° x 2'X u4• 8'-0' I� ROUND DAMPER a DIFFUSES 5U5PENDED GE!LING--- t-- -- --g/8" QUADRANT I/2" QUADRANT HANGER SCHEDULE No —% 6 r E I L I NC DIFFUSER N0 3 ROOF TOP UNIT 6A5KET FURNISHED BY RTU MFR -DUCT DUCT -_ HOLD-DOWN 5CREW 1 z 1 �� ,- �. 1 k I55uE1 8 AUGUST 2002 } 7 gm Ik,.,mft 1,rK, r, r �Z N TC' RTUil'• "+ 1�,'k' I - OWN I — ATTACH DUG7 TO CURB +��',Y `� ,'> : ,,: ,, n t'-r,tj ,`�t r, � ,y '�I a�L 1'C" °L'aT� UN 7 HOLD D ,. ;�1 ke ' N ar k�,7t' 3C;" r 14 PROJECT NO: 40023 I. I6-GAUGE r ni ^r 11 t _ i W/SHEET METAL SGRFJ^6 I' ',� ,`� f. Q � i� ' i f•.? ,� •".�r3+vlt,��;r,�,1+ 4r'c t l ��`4.. � Gt LVANIZED STEEL. 0 I r INSULATION BY ROOF - . `�r , g _ M CONTRACTOR �` , e r r .......... GAD DW6 FILE: SAKM40 2. USE IOXI/2 TEK o ° i I P r� . , , u , 7 �' p'i�.�. i�f .S' - 7 } ',fit N G , tF,1• � f fl' r j}� ° .ee 3 •,,,` O .SCREWS TO ATTACH q I — ROOF MEMBRANE TO UNIT d TO CURB. , , , ' ' �1 ,! • '� sf� __ PER,LITE CANT j h l��'r4 �.11r, ,' i�+l� t r• � '9^; � 1 rn{' I 3. NUMBER OFt k�Y' rr 's►r�,?1 Via} *7 {F4 '�N. .a HOLD-DOWNS DEPEND ROOF MEMBRANE ��,�� a p t� _ ► ,,t "{ 4r�' ; tr "1 L r CDH 1 T k io ON UNIT WEIGHT. RIGID ROOF INSULATION CHECKED BY, CONFIRM EXACT 1/6" CLEARANCE ALL 1/8" CLEARANCE ALL SHEET TITLE, NUMBER WITH AROUND - —AROUND OVViIP OF DOCUMENTS A MANIFAGTURER. UP TO 18" IT' TO 48" This document, the Ideas and designs Incorporated herein; as on Instrument of MECHANICAL METAL CURB FURNISHED professional service, are the property of BOULDER ENGINEERING• LLC and are not to BY RTU MFR ---- �--STIFFEN be used, In whole or In part, for any other project without the wrltton authorization of DETAILS an authorized representative of BOULDER ENGINEERING, '-I.G. -r PLATE d SCREW TO DECK 22 GA. OALV. AIR DUCT NOTE: FOR DUCT OVER 12" HIGH .� Copyright 2002 by: BOULDER ENGINEERING, LLC, USE MULTIPLE BLADES. ROOF= DECK., I/2 � GOMPRE55 INSULATION UP M SLIP -� SEF_ ROOF u Boulder Engineering, LLC 6ETk4EEN DUCT AND CURB FRAMING PLAN _i � g l l V`/est Cedar 2 r �iO. BLOCK I NC OR TRUSS ___ � '� NEW 2 F113ERG:-.ASS DUG"," ---- I Pocatello, Idaho 832Q1 INSULATION --VAPOR BARRIER TAPE (208) 478-4613 (208) 478-4617 (fax) SHETET No: �_ email ben be M4v0 NO SCALE 14 NO SCALE �`' .__ g(� ngllc.com RTU CURB RECTANGULAR DAMPER 10 Pacific Hwv. 16875 - r J 8UP2002-00217, MEC2002-0022( 26 or 61 NOTICE: IF THE PRINT OR TYPE ON ANY i 1 I III III III f I l III I I III III III I f 7 11 i t 11 III f l l l l l l l I I I I I I i l l f l � I I 11111111111111111111 I I I I I ' Il IIS I I Ili i t II ISI Il III ISI III III Ili II - , C IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 2 I 4� I 6 I 7 + I lU I 11 12 IT IS DUE TO THE QUALITY OF THE Nu.39 ORIGINAL DOCUMENT fit; I L 9G Lz 9Z 9Z 6Z SZ t1i iL� 6t �8t Lt 9t 4t fit 8rt t___141�1 I 8 8 L I 4 Id E11 1►► �I11 _I �I II �IILII III SII ( ISI i I�I11I�IIIllllll III �IIlllll�lll�lllll I II III IIIII III III II III IIII► I II► I IIIII�IIIiII ,�:II ,, I) IIII► I II( I lIII II �ll II lill�lllllllll�lllll IIl1lL1�11111ll11�llU 11111111 ,41 i 1 BEY NOTES PR��r C)IREGrc=RY� OWNER: SPACE AGE FUEL CONTINUED CIVIL 51TE JTILITY PLAN. g0IW 9W 40loW Drive,6reaham OR 41030 GAS COMPANY METER AND LINE TO METER BY GAS COMPANY. (503) 665-5693 FAX: fibs FLUMBING CONTRACTOR SHALL MAKE ARRANGEMENT5 FOR SERVICE CIVIL YIL AND INSTALL ATION. 0 PROVIDE PROTECTIVE BOLLARD5 FOR 6A5 METERS A5 DE50RIBED 5TRZTVRAL ON SHEET P2.0. Structural Solutions Inc. O51TE H05E HYDRANT A5 DETAILED ON SHEET P4.0. CONFIRM EXACT 16 Canter" Low Logo,UT 84321 LOCATIONS. Phone; $ Fax (435) 18-1-2050 05 CONTINUED PLUMBING FLOOR PLANS SHEET P2.0, NEG+IANIGAL Boulder Engineering O COORDINATE PIPE ROUTING WITH PETROLB)M rIPING IN THIS AREA. 611 Wast Cedar 5t., Pocatello, Idaho 63201-6134 D 1 CONFIRM EXACT LOCATION. (206) 4'18-4613 Fax 418-46n Attn.. GIIM Holmes OMAKE CONNECTION TO OWNER PROVIDED AIRF/4ATER REEL IN THIS ELECTRIGA; AREA. CONFIRM EXACT LOCATION. Boulder Engineering OD EXTEND DOMESTIC WATER LINE FROM BUILDING TO THIS AREA FOR 811 Meet Cedar Sty Pocatello, Idaho H arn Johnohr►s FUTURE CONNECTION AND EXTENSION. GAP AND RECORD LOCATION. (209) 4'16-4613 Fax 4ry8�;51'i Attn, JtQn s CONFIRM EXACT LOCATION. PI_"INE Boulder Engineering 611 N"t Cedar 5t. Pocatello, Idaho 83201-61°x1 (209) 418-4613 Fux 418-*I't Attn: Cliff Holmes -- -- -- --- - - - - -- 3 -- ----,�--- - - - --- -- - - --- 69 PR S �111110 � song Cp 1 3/411 , 05 I 0 OREGON j - - Cg) : Or I , 1 n __. .... ... . .._. __�� I I/2' DEE II - rETPIRATION DATE: 06/30/2 � 3/4' CONVENIENCE I I l .- l t F r I �-- STORE = KING CITY, OR U ' I ._._._. ....._ < &,le . --------- ---� — ' 0— ' D j I � r- -- — — - - - - - — — - - -- - — - - - - - -- 3.4 V�G�Y,,I ov l��C ✓u ►��c. l ►- (NP) ----------- IV /-----------\ O O 1�v 1 , ' ARCHITECTS PLANNERS •• } CONSULTANTS . . PIw••SLc,,,'( PLL O :r+,eP.- 13 0ll1!3 t.h• 4 j '1' t� �� -- - — - - - - - - — - - - - - - - - - - - - - - J . I ARCHITECTURAL S",wK------- w.......... DESIGN PC . I f I q, R. P. 6 ��kF��w Pa/t�e✓4-�.. Qt✓ice: LOGAN, UTAH R R 12t%IA; wR+�� S�.�p►y -1a A;v w �Ree►• SALT LAKE CITY, UTAH !I �, l��F � COPYRIGHT( ARCHITECTURAL DESIGN WEST. _..___._. DRAWING NOT TO BE REUSED WITHOUT WRITTEN PERMISSION OF O'MER AND ARCHITECT I MARK DATE DESCRIPTION CITY OF TIGARD �— Approved.............................................. .[XJ: Conditionally Approved ........................[y(1: t -- For only the work as described in: _....._ - O PERMIT NO. IP0^ :7.002_go i m - ��, See Letter to: FolloN,...............................[ J: Job Address: 1 tG;:>C�.P�..f [,�J: -- By:�n �•s..-.__ D;Ite:c �a�c�3. I I 8 AUGUST 2002 PROJECT NO: 4002;'1 GAD DWt6 Fil.E: SAKP00 CDH __..._. -...._...-.. __.... -c_._....:.._... ___- ....._.._..._ ----- -� _— - — ------ — GH�GKfs� B•r: CDH _..._..._. _ I _..-. ....... _ - - - - - __........_.. ... _.__... .... _..._..... __.._..-- ..._._..._.. - -...._.. _........ .........._.......... _............ - _._._ ..v..... -. _ - _ _.... - - - - - S.W. _F I S C H E R -F� - - - - - - -�-- - - - ---- - - - -- __ - - - - ---- - -- - _- - - -- — --- — 1331 ) OWNER5HIP OF SHEET TI1 L E_ (COUNTY ROAD # - �- - µ --_.._._.__.._.._....---_..-.-----_..._.---......._._..... _._ _. .._..__._.__._. __.._.._._..._. ..__...___._.__....__..---..,...__... ..._.._........._.._.._._._......._.._.........._.__...._..._.....__.___.... ...._..._.__.......__.._....._...._._.._...... ... . . ._.._... __._._. ._ ..._ . This dorume a Ideas and designs Incorporated herein, s on Instrument of - -- - nt, hn a PLUMBIN A 4 professional servlae, are the pr +perty if BOULDER ENGINEERING, LLC and are not to be used, In whole �r In part, for any other project without the written outhorizatlon ci SITE PLAN an authorized representative of BOULDER ENGINEERING, I_LG. PLUMBING 51 TE PLAN SCALE: I°=20'-0° Copyright 2002 by: BOULDER ENGINEERING, LLC NORM �► -�--�. Boulder Engineering, LLL 811 West Cedar L-fl Pocatello, Idaho 83201 (208) 478-4613 sir , i (208) 478-4617 (fax) email beng(,benglic.com P000 Pacific Hwv. 16875 3 4 5BUP2002-00217, MEC2002-0022( 27 of 61 S '. .....-_... •........- .vv c... . .. ... ... ...�.,. i n. .., ..,�..r.. .. ..:i. .. .r,... � .. -- - .... .. ,.��.�•�!N�nr.r..i4M1=6M'ng LT.�,i��. i� jw-1•�.. �.. .i PM.......1.•':,.._. •... ... . . T.T . .. :.... . k.4 ,�ygf1Tsw�� yV II �iyyen•� .i i• r-l_I 1 III� I-II I11 I III-I-I l-1-1-1 Ill 1 I i IIlii_I I I I-1 11 II l l111 l I1�_L l I I I1 11 1111 1-1 l I I-I-I i�l l f_I 1 t.1_11 1► 111 It I I I-I-I I-11 1-1 1-1-I1l 111l Il1liql1l -- 111i111111!11L llI1111IMAGE IS NOT AS GLE/" AS THIS NOTICE, 6 8 11NOTICE: IF THE PRINT OR TYPE ON ANY2 IT IS DUE 1-0 THE QUALITY OF THE fIIIIIIIIIIII1IIIIIIIIIIIlIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIIIIIIII�IIIIIiIIIIIIIIIIIIIII�IIII,11111111t I L�i Ii Ejt lZ� l -ii-- � I r9 I r�No.R i 8 19 IIJ9I99, ll !ORIGINAL DOCUMENT �ti 9 81i18j1111i11 �Ilitlil � 1l � llTlS1�11J`l�I ll;i�llL.l�11"� 3 4 J5 t 1 2 . KEY NOTE5 (CONT) KEY NOTES PRD.JEGT DIRECTORY: ow�R: ODROP IN WALL FROM ABOVE WITH ROOF DRAIN PIPING TO BELOW 0 CONTINUED CIVIL 51TE UTILITY PLAN. GRADE TURN AND EXTEND OUT TO MAKE CONNECTION TO 51TE 901W SPACE �E SH H*Iarld � � 5TORM DRAIN PIPING IN THI5 AREA. CONFIRM EXACT LOCATION. NOT USED tom) ($pgj 665 Q3 FAX, 665-1`141 DROP IN WALL FROM ABOVE WITH OVERFLOW ROOF DRAIN PIPING MAKE CONNECTION TO COOLER EVAPORATOR COIL DRAIN PAN CIVIL `J TO b" AFF, TURN ANU DISCHARGE ONTO SPLASH BLOCK BELOW W!TH MIN. I" 5CHO 40 PVC. EXTEND LINE TO NEARE5T WALL AND 5EE DETAIL 10/P4.0. CONFIRM EXACT LOCATION. RUN TO FLOOR 51NK. STRUCTURAL U DROP WITH WNDEN5ATE DRAIN LINE TO b" ABOVE COOLER FLOOR. Structural Solutions Inc. TURN. PENETRATE COOLER HALL AND 015GHAR&E THRID 3" DEEP lb ("terhq Lane Logen,UT 84321 P-TRAP INTO FLOOR 51NK. 5EAL WALL PENETRATION. 5EE DETAIL phione a Fax (4g5) l61-2050 3/P5.0. MECHANICAL MAKE CONNECTION TO WATER HEATER T 4 P VALVE WITH MIN. 3/4" • COPPER 4 EXTEND TO EXTERIOR WALL. DISCHARGE THRU qO AT b" Boulder Engineering D AFC. SEAL WALL PENETRATION. PROVIDE ESCUTCHEON ON INSIDE b1l Moet Cedar St., Pocatello, Idaho 83201-61 4 OUT5IDE. (206) 41b-+4613 Fax 4"16-4611 Attn. Cliff Holmes Ob" PVC BEVERAGE CONDUIT FROM BA6-IN BOX LOCATION TO ELECTMGAL BEVERAGF. DISFEN5ER CONFIRM EXACT LOCATION. COORDINATE Boulder En ineering WITH 5EKER PIPING TO AVOID CONFLICTS. SEE DETAIL II/P5.0. bll West Cedar St.,Pocatello, Idaho 83201-61 (206) 4184613 Fax 416-4611 Atte: Stan J m PLUt+�IN6 Boulder Engineerin�q r-------------- bil Moet Cedar St.,Pocatello, Idaho 83201.6 21' 1 (206) 41D-4613 Fax 416-4611 Attn: GIW Holm E o 0L 00 00 00 0 00 00 01001001- 00 00 00 0o ooToo ��oloo 0o aoioo 00100100 00 00 00 00 00 00 00-00 0 00 t. 1 "479-0 9 fl Biu �.�.--��.-- —Tn— la Ia lu 4 — — — — --h; 0 O � . . tj,. , r-- -- -� r-- -i r--- -� 1Moth. 60771PE I I I I I I - �] 0 -0 FDI I P , i L--- ------J -- ------J -- ---- --J _ —� app �p jY1 u � --t�'„---- 4 14 112 Ft. P$ r` t 0 PI OREGON 7 0 ; 5 3 20 5 1061- 0 i KALK--IN COOL."'R � 0 DEE °0 AL i b TOS 15 bbl FSI 0 � 2a EXPIRATION DATE; 6"/ F- Of 02005 104 I 3 0 I �—2VM p Imo' b.hi f +�✓�: [7 2 10 p 1 C J \2 a 2” � . ' .� O 2a I �� `--.\ .� -� aL)L) 0 2 1/2" VTR O , \\\' \\ - —' 0 WO p \\ \\\ 0 CONVENIENCE 2. 21 ___ \\\\ ° _J \\ \\ 0 STONE GOT p � 0 a I I p i e_ O O 2" GOTS p \ 0 O a P Ful \\\�� I I [--Io KING CITY, OR ° 0 Q T01112T RM I \\ � ❑ 0 --1 103 0 I I \\ \\\ 0 0 _ \\\\\\ ode 0 O \ \\ �„ u -p Ol � ,\\\\\\\•• \�11 101 \\ ° ARCHITECTS • PLANNERS • CONSULTANT. 2a p ARCHITECTURAL Y — F51 =ya ` 0 I DESIGN WEST PC. 211 p ° I \ LOGAN, UTAH B B c-I 0 i 20 VTR 0 SALT LAKE CITY, UTAH O COPYRIGHT® ARCHITECTURAL DES 0 IGN WEST. ° p DRAWING NOT TO BE REUSED WITHOUT WRITTEN 0 _ WGO 0 PERMISSION OF OWNER AND ARCHITECT MARK DATZ DESCRIPTION o — / // --� 86 1 Ft 0 . PLAN 2 'l-26-03 CITY GOMMt=NTS 0 0 I 0 CASHIER U 0 00 0o r=__ ----� --_-_� ❑ - - �Io�— ol�� _—_ 0 00 0o Imo: 8 AUUUST 2002 GOTS GOTS „ P'ROX-Gl >vo: 40023 3 1 O GAD DW6 FILE _ AAKP10 � O a DRA 1-N BY, CDH N C.,"ECKM- BY: -_— CDR+ 0 N sHM rlTtEt 05HIF of DGGUMEN!� MAIN FLOOR �` Z--a This document,the. Ideas and designs Incorporated herein, as ar Instrument of A MAIN FLOOR PLAN _ PLAJMBING professional servl,e, are the praoerty of BCJLDER EN61NFeINer, LLC and are not to R SCALE: 1/4"=1t-O° be used, In whole or In part,for any other project without the written authorization of PUN • PLLIMBIHG an authorized representative of BOULDER EN61NE ERIN6, LLC. 59 NOWN Copyright (z) 2002 b11: BOULDER E-N6INEERIN6, l_LG a •►---� Boulder. Engineering, LLC �•rlll 811 West Cedar `W Pocatello, Idaho 83201 3 (208) 478-4613 SHEET No, ' 5b (208) 47$--4617 (fax) email beng(q�bengllc.com P 1 A 5 Pacific Hwv. 13875 2 3 '4 BUP2002-00217, MEC2002-00226 28 of 61 POWWOW - NOTICE: IF THE PRINT OR TYPE ON AN)' �I I III III III III I I I I I l i i III III I I I' I I I l i ! I I I'I�l III III III I I I I ! I 11' I I I ' I I I III III III I I III III III III III I ;I' I I I I I f�l III l i l II V11111 III4I 611IMAGE IS NOT/'.S CLEAR AS THIS NOTICE, L l h 1 1 -- _ C— ---� IT IS DUE TO THE QUALITY OF THE ""38 ®` ' ORIGINAL DOCUMENT Oil Z SIZ LZ 9Z �fiZ bZ �Z iZ OZ 8t Bt L�i 9 . 4i ibi St I ZT i�[ II aT 8 9 L 9 A � E Z t�lYl�" � Iiil1 I Ii III II 1 (IIIIIII II�III►IIIIiII Ill Ilii Iii,�Iliillll�lll I,IIII illllilli�:iiiliii liiii iiiiliiiii iil.ii IIIIIII � ii VIII Ilii I �I►I►IIIII I ,Illlllllil IIIIII I (III III I I 2 I 4 l ABBREVIATION SCHEDULE FR0.IEGT DIRECTORY: PLVMBINO SYMBOL 5GHECVLE UTILITY LOADS GENERAL NOTES TO ALL SHEETS 5L OPTION s IPTIION A`- AIR�,-oNDITiaNl►r�- ++�- Hose el$B SPACE AGE FEEL ASR AUTOMATIC SPRINKLER fZ15ER HD HUB DRAIN WATER LOAD I. CONFIRM THE EXACT LOCATION OF ALL EQUIPMENT PRIOR TO MAKING AVG AVERAGE HTR HEATER _ - _ NOT4C.OLLID WATER LINE WATER FIXTURE UNITS = 36 PL"UM31NG ROUGH-IN. g0IW SW H10laul DrNe, Gresham OR 81430 f•10T WATER NE ANTICIPATED PEAK FLOW RATE -- 23 qpm 565-5Gg3 FAX: 66y-n41 BFF BACKFLOW PREVENTER _ - — HhR HW RECIRCULATION LINE 2, AI_L WATER d DRAIN LINES OUTSIDE OF THE BUILDING SHALL BE A --C.h1- - - - GW �I INE�pgQ FLOOR ANTICIPATED DAILY FLOW = b0U 6-4L/DAY BTU I�till5i4 THERMAL UNIT5 IE INVERT ELEVATION - MINIMUM OF TWELVE INCHES BELOW THE LOCAL FR05T LINE. (MINIMUM GIYIL IW INDIRECT WA5TE - ---- HW LINE UNDER FLOOR SEWER LOAD DEPTH - W-O") HhR HWR LINE UNDER FLOOR WASTE FIXTURE UNITS = 23 GB CATCH 6A51NSAN SANITARY WASTE LINE(W.OW FLOOR OR 6RADE) 3 CONFIRM THE EXACT LOGATION5 WHERE 5ENN, V•LATER d (5A5 LINES 5TT KITURAL GFH CUBIC FEET PER HOUR '�Aa' MAXIMUM +�•�� SAN SANITAR)'WASTE LINE(ABOVE FLOOR OR 6RADE) ANTICIPATED PEAK FLOW RATE = 23 gpm ENTER OR LEAVE THE BUILDING PRIOR TO ROU*H-IN. Structural Solutions info GL CENTERLINE HUI. THOU5AND BTU5 PER HOUR •� 5AN(E) EX15TIN6 5ANiTARY WA5TE UtZ- ANTICIPATED DAILY FLOW = 600 GAL/DAY GO CLEANOUT MC MECHANICAL CONTRACTOR --------- - V VENT LINE GAS LOAD 4 IN5TALL WATER PIPING ABO/E THE CEILING SUCH THAT THE PIPING 16 Ga'rterbury Land Lagar►, UT &4321 GONG CANGRETi MEGH MECHANICAL ""G�� GOND NG CONDENSATE LINE(5M TO DISCHARGE) Will BE BETWEEN THE BUILDING IN5ULATIONS d THE CEILING TO PREVENT Phone / Fax (435) "187-2dSC' �_.---- UP PIPE RISER UP(VIEWED CEILING TC FLOOR) LOALOAD C,ONT'D GC":TINUED MH r1ANNULE �`_ DN PIPE R1:ER DOWN(VIEWED GEILIN6 TO FLOOR WATER HEATER 60 GFH FrZEEZING SEE SPECIFICATIONS. MECHANICAL 1 CONTR WN7RAG�OR MIN MINIMUM J- -- 50V/6V Wt-OFF VALVE/GATE VALVE ROOFTOP UNIT 135 GFH 5. THE TERM "ROUGH-IN" INCLUDE5 AT PROPO,5ED LOCATIONS: Boulder Engineering GOTG GLEANCXII TO GRADE i�F- -- 50v,/SV SIN1T-OFF VALVE/BALL VALVE FUTURE 100 GFH 1) SHUT OFF VALVES OR 5TOP5 AT HOT d COLD WATER 5TUB OUTS. Idaho M201-6134 D (N) NEW ---�--- saV 11 6V W) WV/6V(NORMALLY CL05M) TOTAL - —� 2q5 GFH 91! yvo9t Coda^ 5t. Pocatolla, DN DOWN NIC NOT IN CONTRACT __� 50V,3V INC 50V/DV NORMALLY C.L05ED) 2) VENT PIPE THRU ROOF OR GONNEG TED TO /ENT 5Y57,M (206) 419-4613 Fax 4lb-4 1"I Attn, CLAY Holmes 05 DOWNSPOUT --"� WV/(54` SWT-OFF VALVE/6A5 COCK 3) DRAIN LINE TRAPPED d VENTED 5TUBBED THR) THE WALL, OR FLOOR d --��} r,K CHECK VALVE ANTICIPATED DEVELOPED LENGTH = 125 FT. GAPPED ELECTRICAL OD OVERFLOW DRAIN •----+I 1114 uN1or+ EG ELECTRICAL CONTRACTOR -- - -- PRV pRE SURE RE&LATIN6 VALVE b. ANY PENETRATIONS THRU OR TRENCHES IN CONCRETE FLOORS OR Boulder Engineering ELEV ELEVr`TION PC PL.UMBINE CONTRACTOR '� - PIT PRESS, 1 TDfP RELIEF VALVE PART)TION5 SHALL BE 5AW GUT OR GORE DRILLED AND PATCHED BACK &It West Leda• 5t., Pocatello, Idaho M201-6134 EXIST EXISTING Ply POST INDICATOR VALVE -- GTR ^r'STRAINER TO MATCH 5URROUNDING5. "206) 4Tb-4613 Fax 41b4611 Attn: Stam Johre (E) EXI5TIN6 POG -- --. PR 6A PRE�.0URP GAUGE POINT OF CONNECTION .^-OW _ yam{MTR WATER METER 1. ANY PENETRATIONS THRU FIRE RATED PARTITIONS, FLOORS OR PLUNBIN6 (ER) EXI5TING T(-; BE REMOVED P51 POUND5 Pf:R 500ARE INCH 6A5 NTR 6A5 METE'R GEILING5 SHALL BE SEALED WITH 5GOTCH-3M No. F51415 WRAP AND No. FGO FLOOR CLEANOUT P51L P51 L055 —R,r- RW RAIN WATW LINE(ABO,,E FLOOR) OF25 CAULK. AS PER MAI LUFAC7URER'5 RECOMMENDATIONS. Boulder Engineering FD FLOOR DRAIN 6----- 6 NATURAL 5A5 LINEbillAnt Cadar St., Pocatello, Idaho b320I-6! ---LR---- LP LIQUID PROPANE LITE (206) 416-4615 Fax 41b-4617 Attn: GLIM Holmes FE FIRE EXTINGUISHER LP 8 DO NOT INSTALL EXP05EG PIPING ABOVE OR WITHIN THE GODS RD ROOF I�KAIN ----F----- F FIRE SPRINKLER LINE FEC FE l CABINET —RL-6 REGUL.t,TOR5W 5W SOFT WATER LINE REWIRED WORKING CLEARANCES OF ANY EL..E'TRIGAL FANEL BOARD -----.. FHB FLOO-, HO,aE BOX -- GA—REQ'D REQIJlREC' GA GOM°R_E55ED AIR LINE OR SWITCH GEAR (30" WIDE OR THE WIDTH OF THE PANEL, ►'HIGHEVER I� — �*0 PR S - - -GA---- GA COMPRE_%W AIR LINE(BELOW FLOOR) t FHC FIRE H05E AND CABINET RI d G ROUGH-IN AND CONNECT _ _ _ GREATER AND :h" IN FRONT - FLOOR TO GEILINES.) COORDINATE WITh `�'� 6� FL FLOOR —� — -- DW DEDICATED:�51f LINE ELECTRICAL CONTRACTOR 60771P $ SAV IN YB SHUT-OFT VALVE IN YARD BOX 60771P ' FPS FEET PER 5EWND T e. �i,",KE ALL CONNECTIONS .O OWNER SUPPLIED EQUIPMENT REQUIWIN6 STA STATION } FH Fl<HYDRANT -(BINE CONNECTIONS. FS FLOOR SINK — roc Hitt;.DEFT roNNEGTfa� FLu� FT.HD FEET OF HEAD VE_ VELOCITY o---- We WATER MOTOR 60% 10 PROVIDE d INSTALL MANUAL. SHUT OFF COCKS SUCH AS MUELLER No. ORE ON FTR FLUE THRU ROOF VENT THRU ROOF --�-C" PIV P05T INDICATOR VAL VE 7220 AT ALL GAS CONNECTIONS TO GA5 FIRED EQUIPMENT. FU FIXTURE UNIT IR -� POG POINT OF CONNECTIONS + FW FILTERED WATER , --W--BN- W UTILITY WATITR MAIN-SIZE 11. UNDERFLOOR PLUMBING LINES SHALL NOT BE ROUTED UNDERNEATH Y 1� W/ WITH --5AN-b=- SAN SANITARY SEWER MAIN-517E WALK IN FREEZERS. D GG GENERAL GONTRAGTOR P40 WALL CLEANOUT --G--41!'-- G UTILITY GA5 MAIN-517E EE GPM GAU_ON5 PER MINUTE WF WALL FAUCET --SD -B' -- 50 UTILITY STORM DRAIN-tiIm 12. ALL GAS PIPING INSTALLED UNDER T14I5 GONTRAr,T SHALL BE D(PIRA.TION DATE: 06T30-72-0--5 OR GRADE HTR WATER PAINTED PER SPEGIFIGATIOPI5, PAINT MAIN SHUT CFF VALVE RM AND LABEL "MAIN OAS SHUT OFF" WITH A PERMANENT LABEL. 13. ALL PLUMBING INSTALLED UNDER THIS CONTRACT SHALL BE j� INSTALLED IN STRICT CONFORMANCE TO THE LATEST APPROVED '•�� \ "y^, � ' F'L•UMBINC-7 FIXTURE SGH�r:MLE VER5iON OF THE UNIFORM PLUMBING CODE A5 WELL A5 ANY LOCALLY f+✓� ADOPTED AMMENDMENTS TO THAT CODE. Y a; EQIiIPNdRVT AIiD INSTALLATION 13Y PLUrd71N6 GCJNTRAGTOR 14. ALL VERTICAL PIPING WITHIN THE BUILDING SHALL BE 5UPPC>RTED BY PIQO'V IDE SFMIFIED M\-S OR APPROVED EQUALS.I TO MWIFICATIONS) APPROPRIATE HANGERS AT 4'-0" O.G. ALL HORIZONTAL PIPING WITHIN THE BUILDING SHALL BE SUPPORTED BY APPROPRIATE HAN.5ERS AT V-O" MARK OMRIPTION W V ON M O.G. NO PERFORATED PIPE STRAP SHALL BE ALLOWED. _ CONVENIENCE HATER. G OSET�ADA� •• KOHLER K-4366-ET HIO- ► — 15. ALL SANITARY SEWER VENTS THRU THE ROOF SHALL BE ROUTED d 4" 2 i LITE, VITREOUS CHINA, 1.6 GAL FLUSH, ELONGATED FSOWL; P051TIONED A5 REQUIRED TO MAITAIN 10'-0" M;N. CLEARANCE BETWEEN STORE SLOAN No. III ROYAL FLUSH VALVE;KOHLER K-45b2 BEN BOLT VT AND MAKE UP OR FRESH AIR INTAKE. CAPS;K-4610-G LU5TRA OPEN FRONT SEAT. Ib. ALL SANITARY SEWER VENTS THWJ THE ROOF SHALL BE A MINIMUM OF 3" DIA. TO PREVENT FR05T CLOSURE, 12' BELOW ROOF TO 12' ABOVE LAVATORY - KOHLER K-2005 KINC75TON WALL-HUNG, ROOF. VITREOUS CHINA DRILLED FOR CONGEALED ARM SUPPORT I I/2" I I/2" I/2" I/21, T. SANITARY SEWER DRAINAGE AND VENT SYSTEM SHALL BE TESTED z; WITH 4" FAUCET CENTERS. SUPPLY d INSTALL WITH DELTA WITH 10' MINIMUM HEAD OF WATER AFTER INSTALLATION. SEE No. 501-HDF SINGLE LEVER FAUCET; ENGINEERED BRA35 5PEGIFIGATiON.5. KING CITY, OR No. 50-7 PERFORATED GRID STRAINER d TAILPIECE AND CAST BRASS P--TRAP WITH CLEANOUT; BRASSCRAFT HGRX 0. THE DOME5TIC WATER SUPPLY SYSTEM SHALL BE TESTED WITH NOT LE55 ANGLE 5TOP5, BRAIDED 5TAINLE55 STEEL SUPPLIES, THAN 25 P51 ABC:VE WORKING PRESSURE, 5EE 5PEGIFICATION5. PROVIDE WADE 520-01 CONCEALED ARM LAVATORY Iq. THE WATER SUPPLY PIPE FOR ANY GARBONATOR5 AND 50CA - CARRIER. PROVIDE TRUBRO HANDI LAV-GUARD NO. 1026 015PEN5ER5 SHALL BE EQUIPPED WITH AN APPROVED REDUCED TRAP d SUPPLY INSULATION KIT. PRE59JRE BACKFLOW PREVENTION DEVICE AT THE POINT OF USE. C JANITOR SINK - FIAT No. MSB-2424 MORED STONE 3" 2" 3/4" 3/4" STAIN(E55 STEEL PIPE AND FITTINGS OR APPROVED PLASTIC PIPES AND LD, SERVICE 51NK, 10" DEEP; No. 830-AA SERVICE FAUCET WITH FITTINGS _-* 'LL BE USED FROM THE BACKFLOW PREVENTFR TO THE VACUUM BREAKER;H05E AND BRACKET No. 832-AA. MOUNT CARBONATOI . NO COPPER PIPE OR FITTINGS ARE ALLOWED ON THE FAUCET AT 36" AFF. (c.ONFIRM) DOWNSTREAM GIDE OF THE BACKFLOW PRE-VENTER. . y Rol Cfv4) GAS WATER HEATER - A.O. SMITH No. FPD-50;POWER _ - 1.. 1 20. A CERTIFIED BACKFLOW PREVENTION DEVICE TESTER SHALL TEST EACH - ' DIRECT VENT;50 GALLON CAPACITY, 42 AFH OAS INPUT, APPROVED BACKFLOW PREVENTION DEVICE ANC A C)PY OF THE ARCHITECTS • PLANNERS • CONSULTANTS WITH RECOVERY OF 42.4 GPH AT q0°F RISE. 3" PVC VENT TESTERS REPORT 15 MADE AVAILABLE FOR THE PLUMEINO INSPECTOR 1"0 AND 3" PVC COMBUSTION AIR; PROVIDE WITH WATT5 DET-12 EXAMINE DURIN6 FINAL PLUMBING INSPECTION. THERMAL EXPAN51ON TANK. 21. FLOOR DRAIN5, FLOOR SINKS, HUB DRAINS AND SIMILAR FIXTURES SHALL THREE C.OM, AKTMENT SINK - (INTEGRAL PART OF COUNTI:R) BE AUTOMATICALLY PRIMED TO MAINTAIN THEIR WATER SEAL. FLOOR ARCHITECTURAL SINK, FAUCET AND DRAIN SUPPLIED BY OWNER, P.G. i I/2" 1 I/2" (2)3/4" (2)3/4" SINKS INSTALLED TO RECEIVE THE DISCHARGE FROM PLUMEIING FIXTURES DESIGN WEST PC. INSTALLED. PROVIDE BRASSCRAFT HCRX ANGLE 5TOP5 d SHALL BE INDIVIDUALLY VENTED. PRIMING OF FLOOR 5NK5 THAT SUPPLIES SAME AS LAVATORY. EXTEND DRAIN TO GREASE RECEIVE THE 015GHARGE WASTE FROM PLUMBING FIXTURES 15 NOT B TRAP. REQUIRED. � J; DE�_I-SINK - ELKAY BLR-15 5T'AINLESS STEEL SINK, " 22. THE DRAIN INLETS OF FLOOR DRAINS, FLOOR 5 NK5, Hl B PRAIN5 AND LocAN' UTAH ��p J SELF-RIMMING WITH TvVO FAUCET HOLES. SUPPLY d iNSTA: ! 1 I/2 1 I/2 I/2 1/2 SIMILAR FIXTURES SHALL BE SO LOCATED THAT THEY ARE IN FULL VIEW SALT I-AKE CITY, UTAH WITH CHICAGO No. 2302 SINGLE LEVER, GOOSENECK AT ALL TIMES. FAUCET, BRASSCRAFT QUATER TURN ANGLE STOPS, 23. EVERY WATER HEATER INSTALLATION SHALL BE ACCESSIBLE FOR COPYRIGHT@ ARCHITECTURAL DESIGN WEST. BRAIDED 5TAINL.E55 5TEE1. SUPPLIES, ELKAY L1--b GRID INSPECTION, MAINTENANCE, REPAIR, REMOVAL OR KEPLAGEMENT WITHOUT DRAWING NOT TO BE REUSED WITHOUT WRITTEN STRAINER d TAIL PIECE d KOHL ER K-g000 P-TRAP. REMOVING PERMANENT GON-C-TRUGTION. THE APPLIANCE SPACE SHALL BE PERMISSION OF OWNER AND ARCHITECT WA TER FI!.TER SYSTEM - CUNO SYSTEM ONE MOVEL 5 _ _ _ PROVIDED WITH AN OPENING OR DOORWAY OF SUFFICIENT SIZE TO UNIBODY MANIFOLD;QUICK CHANGE FILTER GARTRIDGE5; 3/4 PERMIT REMOVAL OF THE k ATER HEATER. IN NO GA5E SHALL SUCH PRE-FILTER MEDIA WITH OUTLETS FOR {CE/COFFE AND OPENIN,5 OR DOORWAY BE LE55 THAN TNENTY-FOUR INCHES IN WIDTH. h•1ARK DATE DL GRIt'T'ION BEVERAGE EQUIPMENT. b GALLON PER MINUTE FLOVII RATE. 24. GAS PIPE SHALL BE SUPPORTED IN ACCORD ANGE WITH TABI F 305.4. GREASE TRAP - J.R.SMITH No. 8020, 20 GPM FLOW RATE,P ROOF MOINTED GAS PIPE SUPPORT BLOCKS SHALL SE SECURELY 40 1_85. vREA5E CAPACITY, FLOW CONTROL FITTING, FULLY 3 2 - - FASTENED IN PLACE. ~ GCS QED WITH COVER FLUSH WITH FLOOR. 25. GAS PIPING VALVES ARE PROHIBITED IN ALL CONCEALED LOCATIONS FSI HOSE E'W - J.R. SMITH No. 5504QT AUTOMATIC, DRAINING, - - 3/4" - AND ALL SPACES USED A5 PLENUMS. UNIONS ARE PROHIBITED IN FREEZE 7ROTEGTED, WITH VACUUM BREAKER AND CONCEALED LOCATIONS. GAS PIPING IN51DE ANY BUILDING SHALL NOT _ .._ BACKFLOW PREVENTER. _ BE RUN IN 02 THRUUUGH AN AIR DUCT, CLOTHES CHUTE, CHIMNEY OR VENT, HOSE BIBB - WOODFORD No, b4 WITH VACUUM BREAKER, - 3/4" _ VENTILATING DUCT, DUMBWAITER, ELEVATOR SHAFT OR CONCEALED — --� -- POLISHED CHROME FINISH, LOOSE TEE KEY. MOUNT UNDER PLENUN'. LAVATORY AT 24" AFF. 26. AN ACGE51BLE 5HUTOFF VALVE SHALL BE INSTALLED IN GAS SUPPLY � ~� PIPING OUTSIDE OF EACH APPLIANCE AND AHEAD Or THE UNION BREAKER YARD HYDRANT - MNo. W34 WITH VACUUM - - 3/4" - CONNECTION THERETO. 5HUTOFF VALVES SHALL BE WITHIN b' OF THE - ISSUE, 8 AUGUST 2002 ~, F'REEZELE5555, MINIMUM BURY DEPTH OF 36" BEG. APPLIANCE IT SERVES AND IN THE SAME ROOM OR SPACE WHERE THE AF PLIANGE 15 LOCATED. �) FLOOR DRAIN J.R. SMITH No. 2005 CAST IRON W1TH 5" 2" 2" - - PROXCoT NO- 40023 27. CONDENSATE DRAIN SYSTEMS SHALL BE DESIGNED, C.ONSTRUGTED AND NICKEL BRONZE STRAINER. INSTALLED IN ACCORDANCE WITH 5ECTION5 301.2.1 THROUGH 301.2.5 OF CAV BENE FILE: SAM I CJI FLOOR SINK - WATT5 F5-110 CAST IRON FLOOR SINK 8" -� 2„ - THE Iggq OREGON MECHANICAL SPECIALTY CODE. 50ARE X b" DEEP WITH ACID RE515TANT COATED 28. W=ORT5 AND ANCHORAGE FOR PIPING SHALL BE DE51ONED IN DRJA N p1r', ON INTERIOR., L005E SET ACID RESISTANT COATED CAST IRON ACCORDANCE WITH SECTION 305 OF THE Iggb INTERNATIONAL GRATE AND ALUMINUM DOME STRAINER. MECHANICAL CODE. 5UPPORT5 SHALL BE NONGOM'-U5TIBLE. CHECKED BY, CDH `4D R?OF.�O_C'RFLQh DRAIN - WATT5 RD-260 COMBINED ROOF DRAIN AND OVERFLOW DRAIN ASSEMBLY, CAST IRONOV�WCRSFIIP OF �4GUh�ENT�° ,,HST TITLE,ROOF ,AND 7VERFLOW ORmINS WITH 2" INTERNAL I A 012 OVERrLOH C,AIM;EPDXY COATED AND FLASHING CLAMPS. 4'" OUTLET AL 5t1MP RECEIVER This document, the Ideas and designs Incorporated herein, as an instrument of PLUMBING A professional service, are the property of BOULDER ENGINEERING, LLC and are not to RDI W F DRAIN - W►TTS FID-200-K80 EPDXY COATED CAST _ be used, in whole or In part, For any other project Without the written outhor•izatlon of NOTES AND IRON ROOF DRAIN, , LASHING CLAMPS,CAST ALUMINUM - an authorized representative of BOULDER ENGINEERING, LLC. DOME. 2" OUTLET. SCHEDULES Gopyright. (d) 2002 by: BOULDER. ENGINEERING, LLC, i {{ k -- --� Boulder Engineering, LLCM 811 West Cedar Pocatello, Idaho 83201 _ (208) 478-4613 moi' No: -- (208) 478-4617 (fax) email ben.g a,bengI1c.coin P1 A Jz rj Pacific Hwy. 16875 BUP2002-00217, MEC2002-0022E 29 of 61 NOTICE' IF THE PRINT OR TYPE ON ANY Ii I i i! I i III I I I J I I I III III l ji I i 1 i III III -i r l�rT r�-I rj 1 I'll 1 p 1 I 1 I r 1 111 111 1 11 1 11 1 11 111 III l,L,l i I I I I i III I I 111 111 111 1 1 I I I I I I'111 I I III III III 111 111 111 1 111 1 1 _ ,, IMAGE IS NOT AS CLEAR AS THIS N01-ICL, 1 1 IT IS DUE TO THE QUALITY OF THE L- ORIGINAL DOCUMENT IIIIIIEIIIIIII8II ZIIII!I(I8II TI,III�IIIGI Zillllllgll�lzlll I�Ilill ll Uilllyljl�zlll Il Il8li�II llll►II1I 11.1►I,' I illll►III IIIIIIIII III I(lillIlllll++ill1111111111111II1,ItiI1 I No. o.3e ta.t ueL 6t ? I4II1� `.I , 11111111111111111 lill�lll�llllilll,11111 I LI l I�I L 111111111 ►�1111W1lI.Ui11111111ll.l�IIIII�I�IIIlIIll1ll1111111L11L ��Illl.�kill 1 2 3 4 5 F000 5E I`V ICE EGUI PMENT 5GHECVLE KEY NOTE5 DONT J KEY NOTE5 PROJ6GT DIRECToR'V EOUIR4EM SUPPLIED AND SET BY EQUIPMENT W-PLIER fx-"IN6 COW-nONS BY PLUM61146 C41M ACTOFL OWI ;. Wf4T10%TO WATER LINES TO BE MADE TNRU ANrAj vALVE5 OR sTmS BWAL TO TFb5E 5PECIFIED i OR PL2161116 FIXTURES.ONNECi0 MAKE FILTERED WATER CONNECTION TO OWNER PROVIDED COFFEE SPACE AGE FUEL CONNECTIONS r0 6A5 LINES SHALL BE MADE THRU APPROVED OAS VALVES,UNIONS a Fi.EX coNNEcTORS. MAKER/500A FOUNTAIN IN THIS AREA. CONFIRM F_XA:-T LOCATION. t CONTINUED CIVIL 51TE UTILITY PLAN. CONFIRM EXACT LOCATION. WER TO FOOD SERVICE EWIPMENT M-A 5 FOR EXACT ROU&+-IN REOUIft-M S,LocATIONS MV DIW14510 ,. MAKE CONNECTION THRU SHUT OFF VALVE AND FLEXIBLE HATER PRE55URE REGULATIN6 STATION AND MAIN BUILDING SHUTOFF WIW SW Hlrhland Drive, 6roshan OR 4111030 CONFIRM EXACT LOCATION5 OF EQUIPMENT PRIOR TO ROUGH-IN CONNECTOR SUCH AS SPECIFIED FOR LAVATORIES. VALVE. SEE DETAIL 12/P5.0. (503) 665-5" FAX: 6654141 _< wi ---- -- -- _ -- -- 11 HOT WATER TEMPEP.ATURE MAINTENANCE TRACIN6 SYSTEM START OR NOT USED CIVIL KIR OMGR MON G1d FMI V W IW 1404*M END. SEE DETAIL II/P4.0. 12 HOT WATER. TEMPERATURE MAINTENANCE TRACING SYSTEM TEE. SEE OAS COMPANY METER AND PIPING TO METER BY 6A5 COMPANY. P.G. 5TRUGT1.111RAL %. IJS+MACHINE 24' IN TO FLOOR 51NK# DETAIL II/P4.0. 5HALL MAKE ARRANOEMENT5 FOR 5ERVIGE. structural Solutions Inc. O POST Max 05PENSER 24' # - - y 1' IW TO 9.0OR SINK# 13� PROVIDE RP. BACK FLOW PREVENTER ON LINE TO CARBONATOR UNITS � PENETRATE EXTERIOR WALL WITH GAS LINE AT METERS, R15E TO 1anterbury 6 CLand L 040n,UT 64821 �-'� INDICATED. ALL PIPING DOWNSTREAM OF P.R. UNIT SHALL BE PVC, CEILING SPACE ON INSIDE WALL. SEAL PIPE/WALL PENETRATION, Phone 4 Fax (485) 161-2050 �_ 4 J ICE TEA MAKER 24' JIF - - - - _ 5CHE0. 40. RI=FER TO 6ENERAL NOTES. PROV}DE E5CLITCHEON INSIDE AND OUT. CONFIRM EXACT LOCATION. MECHANICAL �� CAF'XINO D L?J NOT U1 COl.ATE 24' - Yt� _ _ - 14 PROVIDE R.P. BACK FLOW PREVENTER ON LINE INDIGAM". REFER TO 0 PROVIDE PROTECTIVE TRAFFIC BOLLARDS (4" MIN, DIA,) FOR 6A5 Boulder Engfneerin� l� (� 6ENFRAL NOTES. METER MINIMUM HEIGHT SHALL BE 4B" AF6. MIN. DEPTH BELOW GRADE 811 West Cedar St., Pocatello, Naha 83201-61. 1 �_-� COFFEE MAKER 24' �' - - - ` SHALL BE 48".TREAM OF THE (208) 418-4613 Fax 4'18-46t1 Attn: GiIM Hokrn» 14 ICE MAGHaE 505 (�) y�' - - - 1'(2) IW TO FLOOR SINK* 15 METER. VALVE 51ALL BE SUCH A5 14APROVIDE SEISMIC 6506 VALVE ON IN C?A5 LIKE NIFACTURED BYS ANDERS VALVE y MAKE 6A5 CONNECTION TO 6A5 APPLIANCE THRU SHUT OFF VALVE CORP. (8T'I)331-4{633. O AND FLEXIBLE 6A5 i ONNEGTOR CONFIRM EXACT LOCATION. ELECTRICAL MOP SINK 24' 3/4' 3/4' 2' 3' •- SEE FIXTURE P3 * C- Ib DROP WITH WATER LINE TO BELOW GRADE AND EXTEND OUT TO 15LAND 8 RISE WITH 6AS LINE THRU ROOF TO ROOFTOP UNIT AE3OVE. CONTINUED Boulder Engineering Iq 3GOMP.51N�: 12' (2) 3/4' (2) 3/4' - - 1 1/2' IN To Moor sINK# ~� H05E HYDRANTS. PROVIDE R.P. BACKFLOW PREVENTER AND BALL SHUT O SHIFT P3.0 PLUMBING ROOF PLAN. 611 West Cedar 5t, P'oaatelio, Idaho 83201413q 20 WALK-IN COOLER - _ _ OFF VALVE ON LINE INSIDE BUILDIN6. SEE DETAIL 6/P4.0. (208) 4'18-4613 Fax 416-4641 Atte: Stan .!ohne 1' 1W 70 FLOOR L''►�# i� PROVIDE TRAP PRIMER VALVE ON GOLD WATER INLET TO THIS FIXTURE. PL"INS nROP WITH WATER LINE TO BELOW 6RADE AND EXTEND OUT TO FUTURE FROM TRAP PRIMER VALVE DROP WITH WATER LINE BELOW FLOOR AND r # INDIRECT WASTE SWI HAVE FULL AMR GAP FM tIPIG. KI0:3K FOR DOMESTIC WATER. PROVIDE R.P. BACKFLOW PREVEN4ER ROUTE TO MAKE CONNECTION TO FLOOR DRAIN/51NK. SEE DETAIL Boulder Engineering AND BALL SHUT OFF VALVE ON LINE INSIDE BUILDING. SEE DETAIL 6/P4.0. 811 {Asst Cedar St.,Pocatello, Idaho 83201-611 645'4.0. (200)418-4615 Fax 416-46r7 Atte: GIM? Holmes � di � (� 60771PE 5 1 6 5 II 1 OREGON O OU 0 00 00 O O O 0 00 00 00 00 00 00 00 00.00.00 00 00 00 00 00 00 OCl 00 00 00 00 00 00 00 00 OU 00 O O 000 Y 1 1 �./ I I/2"� 4°> ..• -- - _.- r--r_, „`.�.--- ---- - 0 D pEE 4-25-03 f6, 1 14 �= �' J/�° _ q O O ��', I I/2° 6 --- 6 Ice 0 EXPIRATION Dt,1E; 06 30 2005 0 ��;, 3/4 0 I 2" ` I I/2" - -- - - — - -- --- - -3/4" 0 I/2" 0 F �/�I/2" 12 r e i 0 C Off, �' F/4" YVALKAN GAOLI� I. 1� 112 105 t0b i 1 .s O ' \ C 0011 0 Z I � 14 � � 0 0 I 15 ' I 0 n 16 I " 1 . �`' �� ff I I J.., , I ;4" D CONVENIENCE 0 104 ;� , , I ��- /4° - 0 STORE "� - - - 0 J � _ 0 1 �I/2" / 6 / / 3/4 0 0 ' 0 0 i . o _1 " — I KING CITY OR � �� O 0 0 0 I , 0 0 0 :. -------- I ' 0 0 r r- I I GO I , 0 0 � I� I U \ i 0 0 1 PI q i Ii 1 /`�: 0 , L� 0 1� O TOILtST 1 „ , 0 V 0 1 J I! I 3/4cj. — I I �1 I , - — 0 2 10 -� ARCHITECTS PLANNERS CONSULTANTS 0 -, -- - �g —J 1'110 � -__-- T ( ' 0 6 10 ARCHITECTURAL lot I/�°�.-'-I �� 0 4 10 DESIGN WEST PC., Imo° - _-� o B ! , _ /12. 03 ro LOGAN, UTAH E3 _Ifir- 0 SALT LAKE CITY, UTAH 15 COPYRIGHT® ARCHITECTURAL DESIGN NEST. 0 DRAWING NOT TO BE REUSED WITHOUT WRITTEN 1�2 PERMISSION OF OWNER AND ARCHITECT y 0 5 010 MARK DATE DESCRIPTION 0 0 GMU 1 q-26-03 C 0 3/4° U PLAN 2 9-26-03 CITY COMNENr� 0 I 0 II 4 H9I 0 0 �'� °- o _ 0 0 I55uE: 8 AV7 J8T 2002 0 J_ CASHIER 0 _ __ .__ i Iola , 1 0 PRO.tEC:T ND: 40023 0 _ OAKP20 2-I IOZ 0 GAD DHC- FIL.F: _ Cool) - I 00 DRAM By, CDN 0 0OU UO _ _ � = E — O000 ...— GHECKEv BY: CDH N 4 OIf' OF DOGUMENT5 TITLE: a ' This document, the Ideas and designs Incorporated herein, as on Instrument of MAIN FLOOR A professional service, are the property of BOULDER EN5INEERIN6, LLC and are not to PLAN • PLUMBING be used, In Hhoie or in port, for any other project without the written authorization of an authorized representative of BOULDER ENSINEERIN6, LLC. MAIN FLOOR PLAN - PLJUMBINp SGAL.E: 1/4"=1'-O" Gopyright 2OUL ell 002 by: BDER ENGINEERING, LLC NORTH �••---_.� Boulder Engineering, ILC 81.1 West Cedar I Pocatello, Idaho 83201 rb v (208) 478-4613 51-1EET Not (208) 478-4617 (fax) email beng(c>,bengllc.coin P2e0 1 2 3 45 Pacific Hwv. 16875 BUP2002-00217, MEC2002.0022E 30 of 61 a �: V..^. ,.,ries':^n•..-.—*':sm.-xr-aa,^.... ,a�.—..4 _-. eu6rm r �z n0*, NOTICE: .., Iflll ' IIIIIIIIIIII IIIIIIIIIII ) l ► fl1 ] 1' Illlllllll ' io IIIIIIIIII 1111111 NOTICE: IF THE PRINT OR TYPE ON ANY + I � V I I I III III I I I I I I I III I I 1 III III III III I I III III III ( � III ( � I I + I � � III I � ,I , r, IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1 4 IT IS DUE TO THE QUALITY OF THE No-36 WAR ORIGINAL DOCUMENT13f� G�tj gti8[ fti LT 9T 4l 6T ET ti Li ti, L19 9 3 E IIDii ��III�IlIIIllll ,.I I�I�II llllfllll 111�I � I II II I e III U� 11 lil1.l11.11�1111111t111111111 111111111, INI� 1 s 4 I" C•OPdUENSATE DRAIN - KEY N®�•EG PR[),IEGT DIREGTC�FiYA FRc�M .ROOFTOP UNIT 11�� 1 ::JJ ROOF - t SECURE TO SUPPORT--� `/--PIPE M w/ PIPE (,LAMP T j",�`; / OI DROP IN EXTERIOR WALL TO b AFC. WITH O'/ERFLOW ROOF DRAIN SPACE AGE FUEL DRAIN 0100 ELBOh-- , I1!; ALLOWING FOR FREE ,( U ` >>, ;,{' ` PIPING. TURN 4 DISCHARGE THRU DOWNSPOUT ONTO SPLASH BLOCK. g01W Sw H*Iand Ortve,Gresham OR 41030 ASSEMBLY --- t ; LATERA!. PIPE 'r.r'• SEE DETAIL 10/P4.0. ($0:;)665- M FAX: 665-rl41 t Y-, r , f 7 M , kik EXPANSION. fib. 2 R15E THRU ROOF WITH GAS LINE. SEAL ROOF PENETRATION PER CIVIL ROOFING GONR .TOR. 11� 01- viFr.t PILLOW BLOCK TYPE t kwSUPPORT 51(H A5 a MAKE 5A.5 CONNECTION TO GAS FIRED UNIT THR1J APPROVED GA5 } , , ✓HUTOFF VALVE, FLEXIBLE CONNECTOR;AND UNION. � #ruc#ural Solutions Inc. A L MIR" INDUSTRIES MAKE CG)NNEGTION TO ROOF TOP UNIT CONDENSATE DRAIN lb Gamey Lara Logan,Ur b021 �' �/ , , , _ ♦ ♦ \♦ ♦ ♦ ♦ ♦ ♦♦ zmlMIG ALE, UT r ► Phone a FGD( (4:37) 7BI-��r' *; CONNECTION WITH MIN. I' PVC (.:IGH. 40) ASD ROUTE TO NEAREST �; ROOF DRAIN. 5UPPORT PIPING PER DETAIL THIS SHEET. SEE ALSO MEC+"ICAL ROOF INSULATION i i� Y lt� f1S� I ♦ . ♦ ♦ ♦ \ `�♦ ♦ R tF LL•. I 1 ��_ s,t / , / ," � , , .;Y _` ♦ ♦ , � ♦ � ,.r r, �, I '�a <� DE rAlL 2 THIS SHEET. Boulder � e 611 wort Ceder St Pe atello�gln�erang =- -.� - -� y?h 1� {',? , 1 U;F' hia r` '� y FILL PAN w/ ASPHALT C DROP IN EXTERIOR WALL TD BELOW GRADE WITH ROOF DRAIN Idaho 8370I�i(3q t ' — ' _ ` I,�('`' fit'..9 t,:r,•• ' • i h ii ate,. + MATERIAL OR GEMENT SIM Holmes PIPING. EXTEND PIPING BELOW GRADE TO MAKE CONNECTION TO (206) a'ib-4613 Fax 4-lb-46M Atte: i — - � N `-r' f.' •rr;' C.;k,.t}', ,y+r yjJ} t,: -- --- SITE STORM DRAIN SYSTEM A5 SHOWN ON CIVIL DRAWINGS. V R �, _ t�,,��,��L �r�ar,.�,"• __ CONFIRM EXACT LOCATION AND ELEVATION. EL60RICN,. ;�I' Y�Fjt,?�=• � ��'� � 1 ,�rT` '' �r.ql'`•', I' ��- OVERFLOW THRU ARCHITECTURALSCUPPER. SEE ARCHITECTURAL Boulder Engineering fORAWING5. 611 Hot Gedw St.,Pocatello, Idaho 63201-6139 DISCHARGE _ .__ ,I ,,. '�1�.r " `( .' j ..,, ►, �y �' — SET SUPPORT ON 206 4'18.4613 Fax 4'18-46n Attn, Stan J:+m ' ADDITIONAL LAYER OF PILLOW BLOCK ___ ROOFING MATERIALI ' ROOF PIPE SUPPORT - ------— — Boulder Engineering BY MIRO INDU5TRIE5 ATTACH SUPPORT SECURELY all Wast Cedar 5t.,Pocatello, Idaho 6320I-61 911 TO ROOF BY APPROPRIATE AND (206)4lb-4613 Fax 4718-461"T Attn: GAIN Holmfs COMPATIBLE ROOFTOP FA5TENER5 THROUGH HOLES IN BOTTOM OF PIPE NOTE: SPACING PER 5PEGIFIGATiON5 Q►� pitSTAND. CONFIRM WITH ROOFING 5UB-CONTRACTOR.. �1� CONDENSATE ROOF DRAIN NONE 2 ROOF PIPE SUPPORT 60771P Ho'�E c "� � OREGON i -- — - — -- — — YJ 1 OEE 4,1 I _ EXPIRATION DATE: 06 30 2G05 00 " �I <L'RD r------------------7 r -- - - - - - - - - 7 CONVENIENCE STORE L------------------J 1„ I I I b KING CITY, OR 4 -- RDI z 2" ii i I NQT. ROOF DRAIN5 AND ARCHITECTS PLANNERS • CONSULTANTS PIPING SIZED AT X PER HOUR RAIN FALL, 100 YEAR RETURN. E ER VES I ARCHITECTURAL 00 SOFT. DESIGN WEST PC. r E3 I I LOGAN, UTAH B SALT LAKE CITY, UTAH j COPYRIGHTG ARCHITECTURAL DESIGN WEST. DRAWING NOT TO BE REUSED WITHOUT WRITTEN PERMISSION OF OWNER AND ARCHITECT MARK DATE DESCRIPTION 211- RDI ---- ' 90 W.FT. issuE: 8 AUGUST 2002 3 - P'ROXICT NO: 40023 GAD DWS FILE: SAKP30 CDH GHEGKIED BY: CDH 2,. 6 211 2 OWNERSHIP OF O=MENTS SHEET TITLE: A F471OWNERSHIP This document, the Ideas and designs Incorporated herein, as on Instrument of ROOF PLAN ■ A professlonol Service, ore the property of BOULDER ENGINE>;RING, LLG and are not to __ J be used, In whole or In part, for any other project without the written authorization of PLUMBING on authorized representative of BOULDER ENGINEERING, LLC,. SERVE5 SERVES b — SERVES 10 50 FT b Gopyrlght 20r,2 by: BOULDER ENGINEERING, LLC ° q0 SOFT. qO SOFT. Boulder Engineering, LLC 811 West Cedar ROOF PLAN PLUMBING �- Pocatello, Idaho 83201 50ALE: 1/4"=11-0" (208) 478-4613EET Not NOR'TN A'► 'r' (208) 478-4617 (Fax) entail berg@,bengllc.coni P10 [_ J q Pacific H,vy, 16875 BUP2002-00217,MEC2002-0022( — s 31 of 61 15 IR • NOTICE: IF THE PRINT OR TYPE ON ANY ` fIIIIIIIIIIIIfIIIIlllilllllllll ! IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIllllllillllll'Illillllllillllllll IMAGE IS NOT AS CLEAR AS THIS NOTICE, I_—_ 1— No 38 IT IS DUE TO THE QUALITY OF THE - t9l, --- - - - -- --- _ -- _ - -ORIGINAL DOCUMENT 6Z f3Z GZ 9�Z �Z 6Z E Z iZ OZ I et 8Ii Gt eft 9jt iti�t tsi T,t tt ��i g T9 1G 9 9 f II Ill Iililll�l �ll III Illlilllllllll�lllJltil1�Ilit' 11111i11111llllllWllll�lil Jlllllllllhllll �, � ► II ��►I►I ►�IIIII�II� ��II�I�II �►I�►I►I�I ll 11 II III. �III�� I lill►IIII IIII�IIIIIIIII�III��lIII�IIIIIIIII�IIII� II IIIII�III I lll�l I►I II ., J NON-COMBUSTIBLE MATMIAL --- VAGUUNi MA GATYPICAL FIXTURE 4 �.,� - . 6ALv. y� • ti!r PRO.IEGT DIRECTORY: METAL 5TRA AT UPPER t (GASH-ACME No. LOHER 5EU1RE THIRD V5-DRA222 2NGAUTOMATIG � ��, a _ SPACE AGE FUEL �' ,. WIN SW HlolaiW Drive, OR IrO50 NON-GOMBU5TIBLE MATERIAL-- j 1^l TER HEATER WALL ?�i _ Gres m HTR. _KA 5R T-OFF VALVE AUTOMATIC TRAP PRIMER — _ � (503) 665-5b93 FAX: b65-1141 ATTACHED TO WALL TO PROVIDE SUCH A5 PPP INC. MPR-500 - - I - y - CIVIL r^ --� - CLEARANCE FROM COMBUSTIBLES -- _---- _ WITH�'AGUUM BREAKER. 3" MIN. 1•k�: 3" MIN. -------+------- AS . 3' MIN. REQUIRED BY WATER HEATER LISTING METAL STRAP f (TYP) -- INSULATED PIPIK _-� NO PIPES WITHIN i ae t. LOCATE ONE BOTTOM 5TRAP 27-I/2° - _- THIS SPACE 5TRllGTURAL 3" ABOVE OR C BELOW �� 1`54 _ TOP OF ISLA Structural Solutions Inc. GSR DETAIL CONTROL OR ACCESS PANEL 3° 1/2"(SOFT "K"COPPER Q 16 Canterbury Dane Logan, UT 84g2I 2 GEMENT DRY PACK �- --- NO JOINTS UNDER FLOJR) COLD WATER 5UPPLY f'I�tGED UNDER EXIST. . �� _ 1 '� ;.. I " Phone 4 Fax (05) 181-2050 - SEE PIPE SPEC. IN!"hATE PLACE GONG. FILL M _ --L-- L--. -i-_ PER 5PEGIFIG.'.TION5. -� - f-OOTING. y ,- - - • z� • ' ' � MECHANICAL ETOL MEMBER ATTACHED TO 5Tt�5. _ AROUND SLEEVES FIXTURE DRAIN - ' - - b IN. BEFORE POURING Boulder Engineering i � STEEL ANGLE OR GFIANNEL) FLOOR DRA.�rI - FOOTING. 811 Wept Godar 5t., Poratella, Idaho 03201.6134 CONNE-GTOR5 SHALL HAVE WA5HER5 TO ALL PIPE SLEEVES I A55URE CONNECTOR D0L--5 NOT PUL -_--- (206) 418-4613 Fax 478-4611 Attrn Cliff Hoimes WTR• ALL PIPE PENETRATIONS THRU WALLS I" MIN LARGER / HTR \ THRU THE STRAPPING. APPROVED FINISHED FLOOR DEPTH / CONNECTORS INCLUDE: SHALL HAVE E5GUTGHE01\G OF THAN PIPE OD. q" MIN � �� 4" MIN E.LE TRICAL WOOD: 1 #12 5CREW WITH 1 1/2 BURY PENETRATION o o I o a Boulder Engineering CONCRETE: 1/4"OXI 1/2" EXPAN51ON `�o vocb �--~DRAIN INTO 811 West (.odor 5t., Pouahollo, Idaho 83201.61 - ' --- - - - -•- - ANCHOR °°�°°�°mW601WI-1 24x24x24 (206) 4?8- 1613 Fac 498-4611 Attn: Stan Jot NALL DETAIL MA5ONRY/BRIGK: 1/4"6 SLEEVE ANCHOR TRAP PRIMER FITTIN6 g oC•RAVEL SUMP NOT PARALLEL TO FOOTING PLUMING WITH I I/2" PENETRATION �°� ■�°� �. Boulder Engineering 811 Wert Cedar 5t., Pocatello, Idaho 83201-61 (206)4'76-4613 Fox 416-46n Atte: Guff Holmos WATER HEATER SEISMIC BRACING N0 12 TRAP PRIMER N0 xALE 8 H05E BIBB H63 N0 �"� 4 PIPE AT CONCRETE FOOTING N0 PAge� 60771PTURN 1 TE L FACE I I I 1 1 d WAIS R OWNER SUPPLIED 1 i.__(,_. + BUILDING6RADE _ -�--- LVE IFY �f 0 GON INSIDE WALt� HALL OPENING 1 T ; I 1 EXACT LOCATION. PROVIDE THREE COMPARTMENT 1- -- �- I AND INSTALL ESCUTCHEON. SINK ii°1'1 _. ._.. �..._ ' DEE N I ' TRENCH EXCAVATION ` I J UNION POINT OF ..._..�._.__ ......�..».. _I,._..__ _—. ...... it _.._.f...... r r-- i- -"1 -�_ 24'.M,4X" "� ; , CONNECTION BETWEE AND BACKFILL A5 D(PIRAl10N DAYS: 0673012'005 GREASE __._,.... ,.....__tt _. _..,_ _- _..... „ -• N I PER SPEGIFIGATION5 6AS COMPANY AND l___ � I J► TRAP "'ta- _._...J .......I I _L... �.. rLUMBING CONTRACTOR III A011111111111___!_ t' r OAS REGULATOR IIS (2 PSI OUT) f1 �" I~ ' ' l -; MIN C BY GAS GO' _.!. `1. ; --I_... ' O O _ '` _.!.._._._.._ .�—» . .«.L«_... rf' <+ ��`� � ; of .`_ ;y ,-... I 1.. _ �/.- I C 5. T f / r TEE r.E� SHALL NOT EXTEND BELOW THIS 130TTOM OF TRENCH EXCAVATION iNE - 1 x- '"1•� i HANDLE r �- - ! i 36'MIN. PROVIDE dINSTALL , ......1.��__.•__ ._ �. a_._•______.. -_ -.-- _ -- -_-..__ ....._ _ 5 L iNE COMPARTMENT BRA55 CASING .,- I I DRf.INS d DRAIN LINES DIRECT WA5T1= ADJUSTABLE 5HUT-OFF VALVE a ! I I I 3" INLET d TO GREASE TRAP CONNECTION --------------------- ------� _ ! e I L✓� ASSE Y GA6 COMPANY t" ,. ___. _._ _ IN LOCATION WHERE OUTSIDE 1 WALL CLAMP -_-...._w,._._.._,..._. APPROVED ___.-. ,_ _,..._. . ;. .. CONVENIENCE OUTLET - - TEMP. DOES NOT FALL BELOW i VACUUM 32 DEO. F., INSTALLATION OF BREAKER - _ y. ' .' ' NOTE: WHERE TRENCH 15 LOWER THAN SLOPE INDICATED STORE • +� 1•y , ABOVE OR FOR PIPES MORE THAN 3-O BELOW INDIRECT GREASE/OILS H05E BIBB WITHOUT FREEZE 1 PREVENTER • '� •'•: :• , ___ " WA5TE TO -' COLLECTION PROTECTION 15 ACCEPTABLE. I WITH 3/4" _ . ' GON�RETE WALK FLOOR SINK HC5E P�/G GA5 METER BOTTOM OF FOOTING,STEP FOOTING AS REQUIRED. CONTAINER, ILb L_ADJUST INSTALLATION REFER TO PLUMBING FIXTURE 1 MIN. 3" AIR QUART GAP. HEIGHT OF 51NK TO SCHEDULE. 1 CONNECTION BY 6A5 COMPANY GAP BE ABLE TO MAKE (CONFIRM WITH ENGINEER) i �. \ �� ; BALL VALVE DRIPLE6 t� FLOOR SINK 1 5CH. 40 STEEL PIPE 600 W.O.G. MIN. PARALi.EL TO FOOTIN& CONNECTION TO 1 DIELECTRIC UNION GREASE TRAP 1 1 BY GA5 COMPANY KING CITY, OR GREASE TRAP INSTALLATION N0 SCALE 13 H05E BIBB "° q 6A5 METER INSTALLATION (ELEVATION) N0 5 PIPE AT CONCRETE FOOTING N° "� 2 OVERFLOW ROOF DRAIN LINE INSULATE A PER SPECIFICATIONS, Z —� BALL SHUT OFF EXTf RIOR WALL _ CAST IRON DOME • � '-- = t VALVE(TYP.) CLAMPING RING - F BEAD OF APPROVED �► WATTS*OOgQT SERIES CAULK ADJUSTABLE EXTEN51ON ARCHITECTS • PLANNERS • CONSULTANTS Y RP BACKFLOW PREVENTER 51NGLE PLY ROOF GEILIN6--l , - MEMBRANE BY ROOFING ESCUTCHEON -- GONTRAC,TOR. �; t WHERE REOP. t' ARCHITECTURAL KAU_ DESIGN WEST PC. r''- � B HOLD n&+r TO ,, , ��;_ at r�.; ,• ^ , _ _ _--�— LOGON, UTAH 'R INAL EXPOSED IN SALT LAKE CITY, UTAH UNFINISHED AREAS, IN WALL IN t FINISHED AREAS. RUN D15CH.ARGE TO 3561 LVD Jii SEAL PENrRATION FLOOR DRAIN THRU DROP BELOW GRADE SUMP PAPi - DECK CLAMP. COPYRIGHT® ARCHITECTURAL DESIGN WE..;, 4 TERMINATE TO BOOR AIR GAP. d RUN TO ISLANDS i 5ECURELY CLAMPED DRAWING NOT TO BE REUSED WITHOUT WRITTEN t TERMINATE ABOVE ESGt%TCHEON PLYWOOD ROOF DECK FLEXIBLE 6RADE. AIR GAP CONNECTION '; TO DECK PERMISSION OF OWNER AND ARCHITECT Jos,kM 25016 "WOUT FLOOR _ DISCHARGE CONNECT TG' PIPE AFTER - 6" I TO ISLAND FINAL ADJJ5TMENT 15 MACE MARK DATE DESGRIPTI )N a � I HOSE BIBBS OR �� CARE SHOULD EE TAKEN TO E'NSJRE 51NGLc PLY ROOFING _ _--- MEMBRANE BETWEEN ROOF DRAIN d OVEN-101,4,0"N DOES _ IRRIGATION SYSTEM NOT BUBBLE UP. MEMBRANE 5HOJL0 BE FLAT AGAINST ROOF. OVERFLOW ROOF DRAIN SIMILAR L------------------- I• ------------------------ COORDINATE COORDINATE WITH ROOFING CONTRACTOR. EXCEPT WITH 2" HIGH DAM 6'MAX. CONCRETE SPLASH BLOCK SUCH A5 BY ANGOR OVERFLOW ROOF DRAIN DOWN5P011T N° ' 10 WATER TO ISLAND H05E BIB55 N0 �'E 6 ROOF DRAIN `RD) (OD) N0 ` 3 - HOT WATER HEAT TO WATER a: - PIPE MAINTENANCE 5Y5T1=M FRE55URE PLACE HEAT TRACE D SEAL. USE ONE PER SHALL BE SUCH A5 REGULATOR BETWEEN 4 O'CLOCK AND 8 CIRCUIT PLUS ONE PER TEE. RAYCHEM HWAT-PLUS IS�.rIJE: 8 AUGUST 2002 O'CLOCK F05ITION5 ON NO 5ERVIGE LOOP HWAT-R2; 140T, 208V, PIPE REQUIRED 0.015 AMP/FT. X 125 FT �- BALL SHUT-0"F VALVE "ELECTRIC TRADED" LABEL = 2 0 AMP y,? �' l / SEAL WITH FOAM SEALANT PROJECoT NO: 40023 PLACED AT 10 FT �/ INTERVALS ON 'i 5' MIN. GAD DW6 FILJz. SAKP40 ` ALTERNAT INC, 51DE5 OF THE 4" ! IN5UALTION. -GLA55 TAPE. USE TAPE TO ATTACH _ '� `. CONCRETE FLOOR -FOOTING AND DRAtm BY, CDW HEATING GABLE TO PIPE EVERY 2 v, ; • / FOUNDATION --"' FIBERGLASS PIPE FT. ONE R ALL WILL HANDLE i�• INSULATION , WALL. G1iEGKE:G BY: CDH APPROX. !o Fr. ;, ?; U� � _ _ r SLOPE TOWARD OU SIDE OF BUILDING OWNERSHIP OF DOCUMENTS �' TITLEi aw) C� �> —...._ _,. --O it Y ' PLUMBING -_,_ ---- ----- - .•,� �:�,,,,,.,, •.,; ,�,:,-".,•. � � ,� ,.� u,,'<.,,�,,,,_•�,,,;,,.�, ---�-� ,.,:, ,;,•. This document the Ideas and desldns Incorporated herein, as an Instrument of A il. L-J'lu.Ll" C dw L". .I.Lv:••.v.,:ukJ.,r, 1.1 3(4p '.()' 7 L i 5 l.. (` _ - 1 t+.,4�61 1 rllytM+1- professional service are the property of BOULDER ENGINEERINO LLC and ore not to TEE KIT. L15E AT TEES IN TRACED ` �� - e,..: ...:,.: , .::: .z. . :< . �,. •.. ..: DETAIL SPLICE KIT. USE A5 ---- be used, in whole or In part, For any other project without the written authorization of NEEDED. ALLOW FORA PIPING. ALLOW FORA 3 FT SERVICE / an authorized representative of BOULDER ENGINEERING, i '_G. t 2-FT, 5ERVIGE LOOP LOOP, rPVC ENCASEMENT RUN GABLE ON OUTSIDE ENCASEMENT S�ZIN6► DOMESTIC WATER----j Copyright 2002 by: BOULDER ENGINEERING, LLC (LONG) RADIUS OF ELBOWS .- HEAT TRACE LINE TYPE K COPPER (TMP) GABLE WATERLINE PVC, NO JOINTS UNDER FLOOR I�OII�(1�1' Engineering, LLL ' -POWER CONNECTION. (JUNCTION F;OX --i �_ BY ELEC. CONTR) USE ONE PEP. DOMESTIC HO 3/4" - I-I/2" 4" �'�_ FIBERGLASS CIRCUIT. ALLOW RO A 2-rT, 5Et'VIC� WATER PIPING PIPING 2" - 3" b' 811 West Cedar 4 Pocatello, Idaho 83201. LOOP. .� _ (208) 478-4613 �r P,c: (208) 478-4617 (fax) NO aGALL- v ND SCALE _,,,_ . � email berg@ben�1(c.com HEAT TRACE 5Y5TEM II DOMESTIC WATER LINE ENCASEMENT rt PCO Pacific Hwy 16875 1 Z 4 BUP2002-00217, MEC2002-002 28 :a2 of 61 . r NOTICE. IF THE PRINT OR TYPE ON ANY 1-� r III III Ili ill III 11 1 I 'l l Ill III I I Ili III I I f I I I I I III III I I III III ill III III III III ! 411 III I I III III I I I I I 4 I � � ) 10 I 11 I l� IMAGE IS NOT AS CLEAR AS THIS N0►1t�E, l... _._..._—L __.�. _--__ _ -- � . -_--_--_-1- _---�__ --_-- -_ IT IS DUE TO THE QUALITY OF THE N0.36 ORIGINAL DOCUMENT �E sz ez ; Ela t3llziz �z ez Z tIz oz 6t 8(I L11 9t 4t 6t £: 7t it [ 6 g �L 9 4 fi E Z t�i�u� IIIIIIIII�IILI IIII IIII Illlllllllllll�lllllllllllill Illllllll IIII Illjlllll IIIIIIIIIIIIIII►IIIIIIIIIIIIIIIIIIIILIIIIIIIIIIIIIIIIIIIIIIIIIII�llljll Irllli I,i!1�I � III ' f r� I I i ' � I I � I T l I • III Illi .,Illljlj!1I III�IIllllllllllll111llllllll�lll�lllll►Ill�llll.ull�ll.ulllll IIIIIII .L�LW�i 11111111111111111IJI11I�INlII , - -- -- CLEANOUT AND AGCE55 CO pROJE!.T DIRECTORY: --- FLOOR DRAIN TOP OF COVER TO BE FLUSH FLOOR LIME w/TOP OF FLOOR. pyo CONCRETE FILL ------ �-�- - TILE FLOOR ` SPACE AGE FUEL I" WATERPROOF MEMBRANE- GEMENT BED I/8 0 BE -•; --- BALANCE OF PIPIN6 g01YI 5W INCf 11QTId DPIVO, F�s'g3 F : X -1141 W MI! (WHERE REQ D. IE. -") F-- SHOWER,ETC.) I 5Ar1f A- .,076. frb5-56�i3 FAX: -I'I I I I ^ . CHROME WhLL- - MAY EXTEND AS, Rzilca GL 7 n no) CIVIL COVER AND WASTE OR VENT D u 5GPZH STRUGTUr7AL ` 1 +-WALI. - BRA55 G.O.PLUG wr GOUNT=R- Structural Solutions Inc, PUNK HEAD. CLEANOUT TEE 16 Cate tory Land Logon,UT 84921 Phone 4 Fax (435) 781-2050 FLOOR LI MTAfQ!� e Q � ,I,�t�• � ,�i(r r;. � �;�b{t ., � � � w/PLUF .�---- FINISHED 6(�ADE y — ; d v V MbGNANIGAL i 5TRXTURAL SLAB - , �, ,� • ° ■ V . , I - 16 5Q.CONCRETE PAD. Boulder Engineering MIIr �! 1 : Q I/B GI BEND �- BALANCE A5�OT6PIN6 �� 1ROWEL SMOOTH AND 611 Nest Calor 5t., Pocatello, Idaho 83201-6139 I/2"Cu CW LINE D q, i. d BEVEL EDGES. (2O8) 4"Ib-4613 Fax 4'f8�1611 Attnl GIIPf Holmes D Nr A,01�it AWA PAOP OR f -- FROM TRAP PRIMER\ `r ' 6'1 (!{('.i WAIL(�i�0��(W1i0) BEND Ej[-��TRIGA. IV 0111N AG61lILAW I NOM(ANAL WHEN REQUIRED I l " - r!M!� I s 1 d { ,'I GI WASTE LINE. I - — ------ �; I `I� ,,i -•--WASTE LINE-- ,•.t a L_ENG7H TO SUIT. Boulder Engineering JL ! r 1 UE-T\' " 820x8 418-4b13 n.,c 4�1aP,-�blolldAtn: 'Stan I.k�hm GUEANWT TO GRADE(COTE) TO PU JMSIN6 TRAP PRIMER FITTING----/ P-TRAP WHEN REQUIRED Boulder Engineering 811 Went c4ww 5t.,Pocatello, Idaho &3201-61 (206) 416-4615 Frx 4'1a-46h Attn: GIIM Holmes NO SCALE � ��■E 5 GLEANOUTS I �o NO SC&E PR -- WATER NEATER VENT AND FLUE q FLOOR DRAIN (FDIC _ �,��► �►� 6077tP DOMESTIC GOLD ---a— G g OREGON WATER LINE '�GAS LINE NICKEL-BWNZ WAUL `I Y i GW HALF ORATE FLUE THR.0 ROOF I 2X PIPE DIA. O �� ---140 --�- HW CHECK VAL � __I __ —_. _� (MIN) F�(RIRATION DATE: 06 30 2005 __1 I FLUE (TYP) 1/411 EQ. _ EQ. D r I o h -� - v _ EXPANSION P4T RELIEF VALVE 5ET JANITOR SINK FAUCET TANK ! SAME A5 HEAT INPUT 4 RATING AND 120 P5I n 4 C 100 P51 PRESS. RELIEF VALVE ( ) BALL VALVE DO NOT COMBINE w/P4T 4. m RELIEF LINE To FLOOR DRAIN CONVENIENCE UNION(TYP) RUN POT RELIEF LINE TO � r �' -- CONCRETE JANITOR(MOP)SINK STORE PROVIDE 4 IN5TALL SEISMIC 4 f _ 1/2" Cu GW LING -- iy_.. b AFF (TYP) -; - • �:�� _.,. SUCH A 6 TO WALL (TYPJ i SUCH AS MANUFACTURED 3Y ,' + il{ SPACEMAKER(112) 542-4001 �'+'S, ` ��= A5 COCK TRAP PRIMER FITTING �,P WHEN REQUIRED 7'�' FLOOR SINK BRA �.. (TYP) STRAINER —� I t; ,. , — Y OUTLET TO P-TRAP KING CITY, OR Na sGALE �'�° !nU5 AT MOP SINK No SCALE 2 GA5 WATER NEATER 10 FLOOR SINK ELEVATION I � D � )i 100 MAX. ` I PROVIDE AND INST;tL t OTEMPVER EACH RIRY SER - r REQUIRED TYPICAL. METHODS FOR RUNNING (� EXTEND MIN. (USE NO GEMENT) INDIRECT WASTE LINE TO !�GEPTOR PIPE IR 4P VENT PIPE — --- ". + 4" THRI) SLAB % �\ VENT A5 REQUIRED LENGTH REOV REQ'D ME51ZRat TO BACK WALL ARCHITECTS • PLANNERS • CONSULTANTS L SAME A5 ® � GOOLI�IC�COIL f — 0-5' NO NO OUTLET 4 ROUTE ALONG � �---PULL CORD -- .... - — a WALLS TO RECEPTOR BUT NOT .. y. j 5t' 5'-15' YE5 NO LE55 THAN ARCHITECTURAL j,; UNION `� coN�cn I L OVER I5 E5 YE5 D SIGN WEST PC MIN.ONE AT CASE _ �'IK 51IB PIPE 512E E5GUTCHEO PIPING SUPPORTS, TRAP._,--" DRAIN LIN FLOOR SIN i L6R. THAN SUPPORTED pU-FST• AT 5 O.G. AND AT _ LOGAN UTAH LONG SWEEP-/ b" 0 MIN. PVC, PIPE A5 FORTE5HOHN 3 DEEP TRAP--\ CHANGE5 IN KkK IN ' BEND (TYP FEMALE xFEMALE - w/f�JLL CORD ENTIRE (OUTSIDE OF BOX) I DIRECTION. 5LOPE MIN, SALT LAKE CITY, UTAH RUN OF ?IPl:. I/4"/FT. G00 LF EACH END) COUPLER _-�-- -- _- -- ------ -- NEWT AS REQUIRED OPEN TEE TO BE BELOW CASE AIR IP COPYRIGHTO ARCHITECTURAL DESIGN WEST. _ _ 2X PIPE DIA. D15CHARC-E POINT DRAWING NOT TO BE REUSED WITHOUT WRITTEN CONDUIT 5UPPLIED AND INSTALLED BY --------- --- ----- VERTICAL TEE WITH BOTH PERMISSION OF OWNER AND ARCHITECT CONNECTIO ENDS OPEN USE OF TEES,SHORT 5WEEP 45' AT CASE FLOOR DRAI#i--� — AND q0' ELLS 15 NOT ALLOWED. SAP _ _ 2X PIPE 517E MARK DATA DE-SGRIPTiON CONDUIT SHALL BE LAID IN STRAIGHT FLOOR SIN •• •�':'�'' NOTE: LW. LINE MAY TERMINATE RU5N BETWEEN R15ER POINTS WITH BELOW RIM IF APPROVED BY THE USE OF ONLY TWO LONG SWEEP LOCAL AUTHORITY. 7 q0° ELL5. BEVERAGE STATION SUPPLY GONDU I T NO INDIRECT WA5TE LINES NO 6 WALK-IN COOLER DRAIN NO SCALE3 — - - HARD PIPE INTO SUPPLY TO BUILDING ROOFTOP UNIT UNIT /� Imo, 8 AUGUST 2002 PRE55URE GAGE • / ROOF- CURB UNION PROJECT NO: 40033 0 - loo FSI RANGE - GAD ONS FILE: SAKP50 DRAWN E'Y, CDH �-- COMBINATION PRESSURE --- ,- REDUCING VALVE AND ESCUTCHEON • CHECKED BY: CDH STRAINER.SET DISCHARGE R.P. BACKFLOW ® 60 P516. • • _-_ __- _ SHEET TITLE: PREVENTER, WA1T5 No. - - - — _. OWNE1vI'IIP OF DOCUMENT'S 009QT. —UNION(TYPIGAL) • • PLUMBING A ,I This document, the Ideas and designs Incorporated herein; as an Instrument of �� APPROVED GAS - GA5 SHUT OFF VALVE- professional service, are the p-operty of BOULDER ENGINEERING, LLc; and are not to I FLEXIBLE GONNEGTOR be used, In whole or in part, For any other project without the written authorization .f DETAILS 3 4• �� UNION an authorized representative of BOULDER ENCINEERING, LLG. -MAIN BUILDING BALL SHUT OFF VALVE Copyright 2002 by: BOULDER ENGINEERINo, LLC. CONE FLA5HINC2 BY RUN DRAIN TO--- " ' �/ GENERAL CONTRACTOR --� �-��----,----.-, F3��ulder Engineering, LLC FLOOR DRAIN FLOOR _ ROOF 811 West Cedar - -- -- . ._._.. ------ -- ----------- --- --- -_ �� — =1- -�.=�T_ Pocatello, Idaho 83201 ��.. SEE DRAWIN65 FOR �,�' (.208) 478-4613 SHEET AID: -WATER.SUPPLY I"5TREFT t OAS LINE 517.E (208) 478-4617 (fax) NO SCALE NO SCALE ,,�,,, email bang@bengllc.com P500 WATER PRE55URE REGULATING 5TATi ON (12) GA5 PIPING AT ROOFTOP UNIT Pacific Hwv 16875 4 rJ BUP2002-00217, MEC2002-0022E 33 of 61 i NOTICE IF THE PRINT OR TYPE ON ANY 1-111y 1 I l l l Ill l I I I I I I I I I l l l l l Ill l l i ' I I I I I I I I I I I l 11 l I l l l l l l l l l l l l l I I I I I I I I I I I I I I I l l l l l l l VIII I IIIIIII III ' III III III VIII I I l l l l l l IIIIIII III III IIIIIII IIIIIII VIII I __ ! I �j►11111111111 IMAGE IS NOT AS CL_ �R AS 1 HIS NOTICE, L 1L `' --.._.._. 3 - -- - 4�. JL - -- - -�I - I --�1 --- I - gl- - -I-- _ I - - I--�1•I 1 l � J (J.•�l. IT IS DUE TU THE QUALITY OF THE ORIGINAL DOCUMENT �f; ETiZ KfZ LZ 9Z sZ tz IL7 �Z Iff Z 011Z 6i SI Lt 9T 9t 6t £T Zt tT i 43 ig L �9 I l9 I 1b E i L ISI 'I�� II I I►IIIIIIIIIIIIIIIIIIIIIIIIII il11111VIII►IIIIIIIIIIIIIII!IIIIIIIIIIII►IIIIIIVIII►I1IIIIIIIIII►IIIIIII►IIIIIIIIIILlVIII►II►Illl1,' III►�IIII►I�Illl�lllLllLl1J►11111W111ll1 I�I�LIIIII�I1lll ! I �I,IIII�I� 6111 11911111911 II,,.IIIIIIUI�I�III�I 2 I 3 4 6ENERAI._ NOTESG KED' NOTES PROJECT DIRECTORY: I. THE ELECTRICAL SYSTEMS 7EFIIII BY TiiL-SE PLANS AND Oh1'!`R+ 5PECIFIGATION5 ARE TO BE CONSTRUCTED A5 COMPLETE AND OPOWER COMPANY GT CABINETS AND MEIE-R45. SEE POWER RISER SPACE AGE FUEL OPERABLE SYSTEMS AND SHALL. BE BID WITH 1H15 INTENT. THE SHEET E4.0. gOIW 5W HIcflland Drive, Gresham OR I`t'1030 txWLIEGTOR SHALL VIALSIT THE SITE, AND HE OCUAND THIS EQUIPMENT C) EG SHALL INSTALL A P05T WITH EMER6ENCY STOP FOR Tf FUEL_ (503) 665-%g FAX: 665 141 9iJPPLIER SHALL READ ALL THE RELEVANT DOCUMENTS SYSTEM, PROVIDE A 3/4" CONDUIT, WITH 2-612 AND 1-4112 5ND CIVIL (ARGHITEGTURAL, MECHANICAL AND ELECTRICAL) AND BECOME CONDUCTORS, BACK TO PANEL "A" AND CONNECT TO THE SHITIT TRIP FAMILIAR WITH T14E TYPE OF CONSTRUCT,4ON AND THE WORK TO BE ACCOMPLISHED. 51 AN" ERROR,OMISSION OR GI;NFLIL', EXIST BREAKER FEEDING PANEL "C". SEE DETAILS 4 4 l/E5.0. IN EITHER OR BOTH'TTS PLANS AND SPECIFICATIONS,THE5T1�11GTURAL CONTRACTOR SHALL NOTIFY THE ENGINEER. BEFORE S MITTIN&HIS BID PRIGS 50 A GWAN6E CAN I IN 05, SEE DETAIL q/E5.0 FOR POLE BASE. , ISE W PRE-BID ADDENDUM structural solutions Inc" EG SHALL PROVIDE A 2 SGFiEI7l11E 40 PVA CONDUIT WITH 5WE1:P!N6 l6 Canto," I" L<�I UT 84821 OTHERWISE,THE CONTRACTOR AND/OR EQUIPMENT SUPPLIER SHALL ELBOWS AND NYLON PULL ROPE IN51'AL.ED FROM TELEPHONE P.O.G. TO 5 9TLY THE PROPER MATERIALS AND LABOR TO INSTALL COMPLETE AND OPERA.c,LE 5YSTEMS AT THEIR OWN EXPENSE. WHEN EACH Ph" 4 Fax 435 T$7-2050 THE MAIN TELEPHONE BOF'�RD. PROVIDE A COMPLETE TELEPHONE ELECTRIG',I. 5Y5TEM 15 COMPLETE THE CONTRACTOR SHALL TEST AND SERVICE PER REOUIREMENT5 OF THE TELEPHONE COMPANY. CONFIRM MECHANIGAL D CONFIRM IT 5 PROPER OPERATION ANY INCOMPI.ETE SYSTEM SHALL POINT OF CONNECTION WITH TELEPHONE COMPANY PRIOR TO BID. Boulder Engineering BE MAD:COMPLETE AND OPERABLE. S SEE SHEET EI.I FOR CANOPY LIGHTING AND POWER. 811 Wit Godar 5t., Pocatello, Idaliso 83201-61 � IJ 2. THE ARGHITEC.7URAL AND MECHANICAL PLANS ARE CON51DE-RED A PART � EG SHALL PROVIDE (i) 2" CONCUIT WITH PULL CORD GAPPED OFF (200) 478-4613 Fax 478-�46h Attn: GIME Halm OF THE ELECTRICAL X)CLIMENT'S 50 FAR AS THEY APPLY. THE UNDERGROUND FROM FUTURE K105K LOCATION TO PANEL "A' ELECTRICAL ELECTRICAL CONTRACTOR SHALL REFER TO AND C47ORDINATE WITH I EG SHALL PROVIDE (1) 1" CONDUIT WITH CORD GAPPED OFF UNDER Boulder Engineering THETA. NO ADDITIONS 7C THE RY By ITER BID WILL BE ,:)LOWED GROUND FROM FUTURE K105K LOCATION TO TELEPHONE BOARD. 811 West Cedar St., Pocatello, Idaho 83201-6134 FOR CHANGES MADE NECESSARY BY INTERFERENCE WI*1i �2THER WORK. 3 NO EXTRA COST SHALL BE ALLOWED FOR FAILURE TO COORDINATE 1HE 0 POWER COMPANY TRANSFORMER. SEE POWER RISER ON SHEET E4.0. (208) 418-4613 Fax 418-4617 AI Stan Jvhre CONTRACT DOCUMENTS WITH OTHER TRADES AND/OR IF EQUIPMENT O EG SHALL PROVIDE A 4" PVC CONDUIT WITH LONG SWEEP PI COKTED PLUMBING DIM06!ON5 ARE 6RZATER THAN 5PEGIFIEP AND/OR DIMEWIONED ON STEEL ELBOWS FROM THE POWER COMPANY' POWER POLE TO THE Boulder Engineering T THIS TIME. PROVIDE ALL REGiUIRED OR GO THE PLANS. t TRANSFORMER. EXACT LOCATION OF THE POWER POLE 15 NOT KNOWN MPLETE 811 West G�odar 5t., Pocatello, Idaho 65201-41 4. THE ELECTRICAL CONTRACTOR SHALL PROVIDE EQUIPMENT, MATERIALS SERVICE. CONFIRM WITH POWER COMPANY PPIOP. TO BID. (206) 478"4613 Fax 478-46'f Atte: GIff Hoirties AND LABOR. FOR THE CSH CONNECTIONS OF ALL EQUIPMENT OWN ON THE PLANS - I=TURAL.,M EGHANIGAL.,ETC. 5. TH15 PROXOT 15 TO BE INSTALLED IN STRiGT .:GCORDANGF WITH 60 9NPE 0 LOCAL AND STAT[ CODES AND THE NEC. IF AT Airy TIME DURING � CONSTRUCTION,OR THEREAFTER, 5OMETHHIN6 15 FOUL TO BE IN5TAlLED IN V19LATION OF Tri: :ODES LISTED ABOVE, IT SHALL --- --BE CORRECTED AT THE CONTRACTORS EXPENSE. - ----- -- 1�E�,'�N Q � 6. ELECTRICAL CONTRACTOR SHALL CONFIRM THE EXACT LOCATION OF THE POWi3t COMPANY SERVICE TR1v45FORMER,BEFORE INSTALLING THE17 Y D PAD AND SERVICE CONDUIT. E AN 9/25/03 -PANEL "7" '1. THE ELECTRICAL CONTRACTOR SHALL Gch�1NAT'E THE SERVICE O n O -PANEL "B" EXPIRATION DATE: 12/31/2003 FEEDER TO THE BUILDING WITH THE LOCAL UTILITY. PROVIDE `Y PANEL "G" / A" LABOR AND CONCUIT,CONDUCTORS, WEATHER HEAD (IF AERIAL PANEL FEED), WIRE WAYS, TRANSFC'RrER 1-1,65, METER BASES,METER - - r Y ..� GONI;LIIT,CONDUCTORS, ETC., A5 NEEDED FOR A G!)MPLETE ELECTRIC I \ � . . �;i;..,�• , � x,- SERVICE TO THIS FACILITY. - TELEPHONE BOARD b. THF EG SHALL INSTALL. A SEPARATE EQUIPMENT C4ROUNDIN6 C.O,IDUGI OR IN EACH CONDUIT HIEN. CONDUIT SHALL NOT BE USED A5 AN EQUIPMENT 64ROI10I1I GON1x1GTOR THE EG SHED_). &R.aUND THE ELECTRICAL 5Y5TEM IN ACCORDANCE WITH LOCAL AND NATIONAL �G0DE5. -'� LZO Tj'�9. THE CONTRACTOR SHALL NOTIFY THE MANUFACTURER THATTHE LAYOUTI CONVENIENCE AND DIMENSIONS ARE CRITICAL FOR ALL PANELS,SWITCHGEAR,ETC. I _ AND NO PIECE OF EC,411PMENT SHALL EXCEED THE PHYSICAL SIZE \ '� I I I STORE INDICATED ON THE PLANS. 10. ELECTRICAL_ CONTRACTOR SHALL CONFIRM MINIMUM CODE(NEC) Z I ' WORICIN 7 CLEARANCE BEFORE IN5TALLIN6 ANY ELECTRICAL PANELS OR -_ CABINETS .AND SHALL MOVE THE PANELS AT HIS EXPENSE IF I \\ 1 \ "� O �- RE.ECTED BY AN INSPECTOR IF CLEARANGC 6 NOT POSSIBLE,THE DEViSNER SHALL BE NOTIFIED IMMEDIATELY !N WRITIN5. - - - - -- --- - ,: � KING CITY5 OR 11. THE CONTRACTOR SHALL ALLOW THE MOVEMENT,BEFORE ROU6H-IN,OF / L20 L20 \ ,� ANY ELECTRICAL PANEL,DEVICE,LIGHT FIXTURE,ETC, A D15TANCE A Z8 \ OF 10 FEET WITHOUT REQUIRING ADDITIONAL C05T TO THE PRO.IEGT'. II I \ , 12. THF ELECTR16AL CONTRACTOR SHALL 5ECORE ALL CONDUIT TO iW / '1( F,RLICTURE AS IT 15 5E7 NPLACE U51NG INDUSTRY STANDARD � � METFIODS AND PRACTICES, U 13.TO ASSURE ALL DEVICES ARE R15IDLY SET,1HE ELECTR!LAL I � 'J GONTRAGTOa,SHALL SEGLRE ALL DEVICE BJXFS WITS, :3RP.GKE-T5, U F!AN6ER5,ETC. DESIGNED FOR THE APPLICATION. ANY DEVICE I I ' BOXES NOT SECUREDWILL BE MADE SECURE AT THE C.GNTF.AGTOR°, i I �----------- Q� 1 EXPENSE-. - - - - - a. ARCHITECTS • PLANNEKS • CONSULTANTS Mr. THE ELECTRICAL CONTRACTOR SyALL PROVIDE THE TELEPHONEI \ / I � ® ® ® I \ 5ERViGE CONDUIT WITH A NYLON PULL CORD INSTALLED. EC SHALL CONFIRM ROUTINGE,SIZE, AND LOCATION OF T" TEXPHONE SERVi;E \ CONDUIT, AND THE MAIN TEPItiI TELEPHONE BOARD H THE TC:LET.:HONE O O I 1 1 I �❑ ❑ I \ Vi ARCHITECTURAL_ COMPANY AND EACH TELEPHONE OUTLET WITH OWNER FRICR To I / O \ � I I \ DESIGN WEST PC. RauSHIN ,-----_----, - . 1 I 15 EG SHALL INSTALL A 3/a' CONDUIT WITH (1)416 BARE COPPER B CONDTOR FROM TELEPHONE PANEL TO TI•E M�,IN 6ROUNI I6 BUS. I �� I 1\ �I � - - _ - _ -_ - _- - - - Y - _ - - -_ - - - - - - J � LOGAN, UTAH B UC 16. DEFORF ANY ELECTRICAL CONDUIT,BOXES,ETC. ARE COVEREVSALT LAKE CITY, UTAH (FLOOR,CEII WALI ETC),THEY SHALL BE APPROVED BY )I IME INSPECTINS Or>=10E1;c (INSP'FLTOR). THE UNc:OVERiN6 AND COPYRIGHT@ ARCHITECTURAL DESIGN WEST. I REPLACEMENT of ELLCTRICld_ WORK FOR THE I\6PFCTION PURPOSES , I , DRAWING NOT TO BE REUSED WITHOUT WRIT(EN HILL BE AT THE COST of TIC ELE,.TRIGAL GONTZACTOR. 1 / I ' PERMISSION OF OWNER AND ARCHITECT h. DO NOT INSTALL CONMIT IN BOND BEAMS. _ _ 18. LFN5TH5 OF FLEXIBLE 60NDUIT 6REATETR THAN :8 INCHES SHALL NOT � I MARK DATE DESCRIPTION BE INSTALLED ON THI5 PROJECT,EXCEPT WHIP5 ON LIGHT - - I I q_2j,-03 OPIINER DIRECTED FIXT:1Rf5,WHICH MAY BE UP TO ELEVEN(!1) FEET IN LEN&TH. I I CMU FLE),ISLE GONI7UIT"- ALL NOT BE CONCEALED. I I PLAN 2 q-26-03 CITY C.oMMENT5 14. ALL BATTERY POWERED OR CONTINUOUS BURN LIGHT FIXTURES SHOWN ON THE PLANS,SUCH AS EXIT LIGHTS, NI6HT LIOHT'S,OR -- EMER6ENGY LIGHTS,SHALL BE CONNECTED TO THE UN-5WITCHED LEO I OF THE LI64TIN6 CIRCUIT FEEDING THAT AREA, I 20. LIGHT FIXTURES 10STA-LLD IN THE MZCHANk;AL ROOM SHALL BE I \ PLACED SO THAT Ali. FGSAPMENT 15 ADEOUATELY ILLUMINATED AFTER I \ \ \ 'HE MECHANICAL EQUIPM!NT 15 IN PLACE. I \ _u \ 15511E: 8 AUGUST 2002 2i. ALL SURFAGE/I..AYIN MJUN1Lb FIXTURES SHALL F3E SUPPORTED FROM �'� _ THE BUIL_DIN6 STRUCTURE AND NOT THE CEILING GRID. �\` 20 - - 3 4 22. ELECTRICAL CONTRACTOR SHALL 000RDINNTE WITH THE MECHANICAL / I ` PRO,��T NO: 40023 CONTRACTOR rOR THE INSTALLATION Of CONDUIT AND WIRE FOR THE I \ ' AUTOMATIC TEMPERATURE SYSTEM GONTR.L. g I L20 GAD OPI FILE: SAKE10 23.111V['ERGROUND CONDUIT FOR SITE LIGHTING SI BE BURIED 24" L- ---- -- - - - --- - -- -- B.F.G. AND SHALL HAVE ONE (I) 4110 THEN G.SEN OF-IM _�- GONaKTOR 70 GROUND ALL FIXTURES. - - - air-M BY: a 24. THE ELECTRICAL CON'RAGTOR SHALL PROVIDE AND INSTALL THE I ( ec LQF STTZ 16TWE-) CABLINS FROM EACH TELEPHONE OUTLET TO THE r TELEPHONE/DATA BOAR,D/RACk'.. THE CABLE SHALL BE � I S+IMET TITLE: a L.ABEI.I"�ON EACH END FOR PROPER IDENTIFICATION BEF:IIE THE OK4ER!3HIP OF V0U$t-NT'S --------____-- ---T___-_ -__...--------___ ____-- _ _-- --___________________ ____�__-----------____- ___- -_____- ELECTRICAL A 3 GABLE ENDS ARE TERMIRATETJ. THE E:L..ECTRICAL GONTRA'',TOR SHALL _ ____.__ -- =_- ~--- T?+is document,the Ideas and deslclns inco orated herein as an Instrument OF TERMINATT THE GABLES IN Ti�E OUTLET AND IN TFE PATCH PANEL 0F: - ---- - -- 0 TE MI IN THE T7•LEGOMMUNI:E OUTLET T ANDT - SEE TA 2M1NAT10N - i _---- __-L-�---- �..___-_c--,A, -----.-�--- __ _ _ __- -____T_.__._ ..__---_---__- _-__-,__-_----__. _ proFasr,'^ Tal service, arc the propert�� of BOULDER EN6INEERIN6, LLC and are not to N INSTRUCTIONS IN THE GOND ZACT DOCUMENTS. - _ _ r- -�`--� ---�_ _ _ _ _ _ _ _ J. y11. _FI SCH ER ; ��__ _ -- be used, In wFu�la or In part,for any other project without the Nr!tten authorization of - - ,-- - - -- - - _._-_ - --� -.-- - -- - _ an authorized representative off BOULDER I'N6INEER!NE,, l.l_G. SITE PUN 25. ELECTI -ONTPACTOR SHALL WORDINATIN6 KITH THE ��----- (COUNTY ROAD # 1331 ) K.ITGHEN/DFLI iR SIDE EQUIPMEFfT SUPPLIER CN THE EXACT ,_aGATIONS ----_-._- __-_.._.____-- _--_--- __. ----- - _..__ -- ------.-_-_. Copyright LZj 2002 by: BOULDER ENOINEERIKI;,, LLC OF A1_1 EQUIPMENT AND FLlrCTRCAI. GONNL-GTIONS PRIOR TV ROUGH-IN. THE EG SHALI.. MARX THE FINAL. CONNECTION TO ALL KITCHEN AND/OR SHOP EQUIPMENT. ( r�•►-- Boulde>! Engineering, LLC 16. AFTER THE I`AGILITY 15 COMPLETE AND BEEN IN Fl!- OPERATIONC_ FOR TWO WEE�:S THE EL ECIRIGAL CONTRACTOR SHALL OBTAIN 1 HE ' CTRIC.'AL 51TE FLAN F I I West Cedar UTILITY DEMAND, 1 ff- 5i'5TEM VOLTAtiE (PHA.I TO PHASE AND PHASE %&E: !"=20' U" Pocatello, Idaho 83201 e... 3 10 6ROUND.) AND AN A►dM►.'TER READING (tAr.H PHASE) ON THEMAIN (208) 478-4613 9+4EE`r No, N(�r� l , 208 FEEDERS. THESE READINF,5 S4ALL BE OBTAINED DURING NORMAL L ( ) 478-4617 (fax) 9 OPERATING HOURS FOR THE FAQ:ILITY AND 94ALL BE RECORDED AND A � COPY 9611T TO THE EWaINE[R. email bengCbengllc.clom E'' vO 1 1 2 1 3 4 1 5 Pacific Hwv. 168"5 HUP2002-00217, MEC2002-00221 ?4 of 61 NOTICE-. IF THE PRINT OR TYPE ON ANY Iili11II I ( IIIIc IIIIIIIIIIiI12{ IIIiIIIIIII I IIIIIIIIIII!II IIIIIII!IIIIII (IIIIIIIIIIIIIII IIIIIII IIiII�I� IIIIIII IIIIIII III II1111IIj'IIIIIIII' L IMAGE IS NOT AS CLEAR F,S THIS NOTICE, l 1 1 1 - L 1 6 !1gI y1 - l0 _ I�1,1 _I �3,�1.. IT IS DUE TO THE QUALITY OF THE No.36 � �Z 8�L Z �6Z S�Z Z iZ Z 8t 131 t T [ 9t ibi St ZT Iffllu 8 8 L 8 9 1r E Z ORIGINAL. DOCUMENT E Z 8Z 1. .- •_"- T.-- IIIIIIIIIIIIII IIIIIIIII IIIIIIII!IIilllllllllllllll IILIIIiIIJIIIIIIIIIIIIIIIII IIIIII!!IIIIIIIIII Iilll I I I I! III ail I I II 8 I �1 Il 11l�U III IUlilll�ll llll1 111111, l�llllll III l I W.W�l�l�l� N j.t L � 4 J 4 ELECTRICAL 5YMBOL 50HE12ULE 51 TE CONDUIT SCHEDULE KEY NOTE5 FIROJeGT DIFtEGTORY: SYMBOL XVICE/FIXTURE DE56RIPTION CATALOG NUMBER MOUNTING COMMENTS APPROX. CONDUCTORS m e rl) (2) (3) MARK SIZE LENo'rH GONpUGTORS/GABLE GIRGUIT ORIGIN DESTINATION INSTALLED BY GROUP NOTES �J CONDUIT TO HIGH 'JOLTAGE WIREWAY WITH SEAL OFFS AT BOTH ENDS. SPACE AGE FUEL FLUORESCENT LIGHT FIXTURE SEE LIGHTING FIXTURE SCHEDULE - EXIT LIGHT FIXTURE - WALL MOUNT SEE LfGHTING FIXTURE SCHEDULE T-b" (U (2) (4) (5) ? EG SHALL COMBINE HOME RUN CONDUIT5 IN THE SAME TRENCH AS gOIW 5W Hie Hand Drive, e5resham OR 51050 3�4" 144' 2x10+ixIOGND G-3 HIGH VOLTAGE WIREWAY D15PEN5ER "A" E.G. �I (I) (5) O (5073) 665-3613 F.4X: 665-1141 — _ ---- APPROPRIATE FOR THE SITE. ' RECE55ED LIGHT FIXTURE - SEE LIGHTING FIXTURE 5CHEDULE CEILING GIV1L - ' CEILING LIGHT FIXTURE SEE LIGHTING FIX1E SGHECULE GE'.ILING (I) (2) AI 3/4" 126' 2x10+IxIDGND G-I HIGH VOLTAGE WIREWAY DISPENSER "B" E.G. �_- (I) (5) EG SHALL PROVIDE ALL CONDUIT, J-BOXES, PANELS ETC. FOR A x D _ _---__�- _ COMPLETE RAGE WAY SYSTEM. WIRING FOR THE D15PEN5ER5, AND ALL 5TRICTURAL. EMERGENCY LIGHT FIXTURE-- SEE LIGHTING FIKOM SCHEDULE 1'-b" (TYP.) (1) (2) 3/4' 144' 2x100106ND G-g HIGH VOLTAGE WIREWAY D15PEN5ER "G" E.G. - EQUIPMENT AT THE TANKS BY THE FUEL GONTRAGT'OR. (I) (5) Structural Solutions Inc. '' AREA LIGHT FIXTUAE - POLE MOUNTED SEE LIGHTING FIXTURE SCHEDULE POLE (1) (2) _ - - 51ON J-BOX. EG SHALL WNFIRM LOCATION OF 516N5 WITH CANOPY 76 Ge>nPhon n! LF �9� ��g?I -- i HUIBBELL G5B120 1 4' - 0" (b) 3/4" 144' 2x10+IxIOGND G-1 HIGH VOLTAGE WIREWAY DISPL"NSE�' "D" E.C. (U (5) SUPPLIER PRIOR TO ROUGH IN. Phone t pour (435) 181-2tnO $ SINGLE POLE 5WI rCH -_ -- ----- - _ NEGHIWIGAL $m MOTION 5EN51N6 5WITGH SENSOR 5WITGH W59•-1 _ 4' - 0" (1) A� �/4 144' 2x10+IMIOGNC� G-4 HIGH VOLTAGE WIREWAY DI5PEN5ER "E" E.G. 5 5 NEON J-BOX. EG SHALL CONFIRM LOCATION WITH CANOPY SUPPLIER ,- tel!/ (I) (5) m MOTIONS SENSOR - CEILING MOUNT SENSOR 5WITGH GM-g, PF 20 CEILING (1) - PRIOR TO ROUGH-IN. ROUTE CIRCUIT THROUGH W.A. BROWN LIGHTING Boulder Engineering. PANEL. bll Most Cedar 5t., Pocatello, Idaho 63201-6135 D D CT7 THERM05TAT — SEE MEGHANIGAL 4- - b" r 3/4" 144' 2010+I0106ND 0-11 H16H VOLTAGE WIREWAY DISPENSEFc "F" E.G. (1) (5) (208) 4,8-4613 Fax 418-461'1 Atte: GIIH Holmes ® TELEVISION OUTLET HUBBELL GXII-IB , GFPMA 181 (b) (110- 06 TANK VENT PIPE WILL R15E UP INSIDE COLUMN TO THREE FEES ABOVE ELECTRICAL _ ----- -- -- 6 3/4" 144' 2010+10106-140 G-6 HIGH VOLTAGE WIREWAY I D15PE'15ER "G" E.G. (1) (5) CANOPY. 0 DUPLEX CONVENIENCE OUTLET, GROUNDING TYPE HUBBELL_CBRF20 1 18" (b) _ _ _ _ - Boulder Engineering DUPLEX CONVENIENCE CUTLET - GFI HUBBELL 6F5352-IA -- '9" (b)i- 3/4" 144' 2010+I0106NO G-6 HIGH VOLTAGE WIREWAY DISPENSER "H" - E r', ® 1 GONDUIT5 FOR INTRINSICALLY SAFE CONDUCTORS SHALL BE KEPT IN $ (I) (5) SEPERATE WIREWAY FROM POWER CONDUCTORS. 811 Y4sst �� ., Pocatello, Idaho 83201-6I -- ______-- --- -- ---_ _ _ (206) 4'18-•4613 Fax 4'18-461'1 Attn: Stan Johns - DUPLEX OUTET - 150LATED Gr:OUN0/5UR6E HUBBELL 16,53b25, 5PJ26 18" (b) 3/4" 144' 2010+I0I06ND 0-5 HIGH VOLTAGE WIREWAY PEDESTAL "I" E.G. PN (1) (5) P'LIillvlBIN6 [� DUPLEX CONVENIENCE OUTLET FLOOR HUBBELL CORF20 I FLOOR (b) (15) (lb) Boulder Engineering 3a. 51NC71 E PHASE SPECIAL OUTLET _ H015ELL - SUBSCRIPT MARKS TYPE (b)` 3/4" i-W 2010+10,106ND G-14 HIGH '/OLTAGE WIREWAY PEDESTAL "J" E.G. IO (1) (5) 811 Most Cedar 5t.,Pocatello, Idaho &5201-61 94 - - -_- A 1 18„ (206) 418-4615 Fax 418-4611 Atte: GIIPf mes I. 125 30 MATCH EQUIPMENT 3W ® 3,14" VARIF5 PULL CORD NONE INTRIN51CALLY SAFE WIREWAY DISPENSER 516N FUEL CONTRACTOR L�LJ THRU 10 (1) 2. 250 20 MATCH EQUIPMENT 3W _ 3. 250 30 MATCH ECIVFWNT 3W - I 10 fPRO��s 250 20 MATCH EWUIPMENT 44BI 3/4" VARIES PULL CORD NONE ILON VOLTAGE WIREWAY DISPENSER OTHER: THRU ® (I) 1 �p01 Ee9 dio -� JUNCTION_BOX 4" x 4" OR A5 NOTED, SEE 5PEG. 18" (12) MOUNT A5 NOTED 6049613 — - _ — - ANI A - CEILING G3/4" 'VARIt5 PULL CORD (`LONE LOW VOLTAGE WIRE:rJAY DISPENSER OTHERS � THRU LINIJ 10 (I) @ FAN MOTOR OUTLET - CEILING OR A,5 NOTED SEE MECHANICAL L - T ' - I 0 1" I NI +Ixl B-I" 1'g HIGF, VOLTAGE WIREWAY TOP OF FUEL CANOPY E.G. II (2) (5) IREGON Q --- DISCONNECT 5WITGH ---^, SQUARED GENERAL DU r 5 0 (8) (3) 63 6 O Oc WD 3 2 1 Kl TELEPHONE OUTLET HUBBELL CXI41, T56A51 18" (b) - - — I" 163' PULL CORD NONE HIGH VOLTAGE WIREWAY TOP OF FUEL CANOPY E.C. II (2) 99 yy 17 N9��'1' KI TELEPHONE OUTLET HANGING WALL �—� P 4 5 W rEi4-I _ 5'-0" (b)- � 8 E A* 8 MULTI-MEDIA 5TRi1G1URED GAt3LING OUTLET 51EMON MX-FP--5-0:?-_O I$" (11) 115E (2) MX-65-20 ®5 I" 163' 8x8+IMI06ND 30,32 8' HIGH VOLTAGE WIREWAY TOP OF FUEL CANOPY E.G. I1 (2) (5) ED(PIRATION DAV_ 12/31 2003 PANEL BOARD _ 5EE PANEL 5CHEDUL_L` 6-b" TO TOP &,% HYDR05TATIC 5EN50R J-BOX TOR e4k 1" 110' PULL CORD INTR;R61CALLY SAFE WIREWAY FUEL CONTRAC12 (3) (4) (5) - 6" CEILING SPEAKER BACK BOX 4 TRIM BOGEN G68AW CEILING TANK "M" - --- HYDROSTATIC 5EN50R J-BOX <a DUCT SMOKE DETECTOR — -- BY MG — f� 1" 110' PULL CURD INTRINSICALLY SAFE WIRENAY FUEL CONTRACTOR TANK "K" C - -- �- — I" 110' PULL CORD INTRIN51CALLY SAFE HIREWAY LEVEL PROBE .J-BOX TANK "K" FUEL GONTRAe.TOR 12 (31 (4) (5) - WIRING IN OND IN CEILING OR WALL - WIRING IN CND IN GROUND OR FLOOR ` -- _ —� CONDUIT TURNED UP CONDUIT TURNED DOWN 1" 110' PULL CORD INTRIN51CALLY SAFE WIREWAY LEVEL PROBE J-13OX TANK 'N" FUEL CONTRACTOR CIRCUIT HOME RUN TO PANEL. 3 CONDUCTORS INCLUDING THE EQUIPMENT GROUNC CONDUCTOR. 3/4" Ib' PULL CORD HYDROSTATIC. SENSOR J-BOX HYDROSTATIC SENSOR .;-BOX FUEL CONTRACTOR (3) (4) (5) CONVEP41ENCE ____-�.� CIRCUIT HOME RUN TO PANEL. NUMCER OF ARROW HEADS INDICATE NUMBER Or CIRCUITS. SLASH MARKS � INDICATE NUMBER OF GONDUCTOR5. EX, TWO CIRCUITS, FOUR .-,ONDUCTORtS,COM1140N NEUTRAL AND THREE STORE -----�I�--�" CIRCUITS WITH I CONDUCTORS (5EPERATE N•E',/i KAL PER CIRCUIT). E30TH EX_INGLUDE AN EQUIP. GROUND. GI 3/4" 10' PULL CORD SUMP SENSOR J-BOX HYDROSTATIC SENSOR �-BOX FUEL CONTRACTOR (5) (4) IS) I1J5TALL CONDUIT AS DRAWN ON THE PLANS. THE ONLY EXCEPTIONS ARE THOSE AUTHORIZED IN WRITING BY THE ENGINEER. ALL CONDUITS SHALL INCLUDE AN EQUIPMENT GROUND CONDUCTOR SIZED PER NEC. f G 3/4" Ib' PULL CORD LEVEL PROBE J-BOX LEVEL PROBE J-BOX FUEL CONTRACTOR (3) (4) (5) NOTESIAEORVIATIONS I" 110' 2x8+1010GND G-13 HIGH VOLTAGE WIREWAY FUEl PUMP TANK "K" E.G. 12 (3) (5) I 5LE LIGHTING FIXTURE SCHEDULE FOR T'(PE AND 5PECIFI05. AFF - ABOVE FIN15HED FLOOR (2) SEE LIGHTING FIXTURE SCHEDULE FOR MOUNTING OF FIXTURE. AF6 - ABOVE FINISHED GRADE (3) WIRE FIXTURE FROM ADJACENT J-BOX AIG - AMPS INTERUPTII* CAPACITY I" 110' 2x8+IxIOGND G-15 HIGH VOLTAGE WIREWAY FUEL PUMP TANK "L" E.G. 12 (3) (5) KING CI S OR (4) DO NOT 5WITGH BG - BARE COPPER �- (5) PROVIDE DIRECTIONAL ARROWS AS SHOWN ON THE PLANS BFC - BELOW FIN15HED CEILINGC: I" I10' 2x8+I#IO6ND G-11 HIGH VOLTAGE WIREWAY FUEL PUMP TANK "N" E.G. (b) ACCEPTABLE EQUALS ARE P45, LEVITON, EAGLE, BRYANT, HUBBELL BFG - BELOW FINISHED GRADE (1) ACCEPTABLE EQUALS ARE HUBBELL, WATT STOPPER, MYTEGH, SENSOR SWITCH CND. OR G. - CONDUIT G6 1" 110' 206+1#100ND G-Ig HIGH VOLTAGE WIREWAY FUEL PUMP TANK "M" E.G. i2 (8) ACCEPTABLE EQUALS ARE GENERAL EILEGIRIC, ALLEN-BRADLEY, SQUARE D DFA - DROP FROM ABOVE (3) (5) (g) ACCEPTABLE EQUALS ARE !_EVITON, P45, HUBBELL EG - ELECTRICAL CONTRACTOR (1) PVC, COATED RMC. D �� (10) AGCEPTABLE EQUALS ARE INTERMATIC, PARAGON, EZ-CONTROL GG - GENERAL CONTRACTOR (II) USE A 4" X 4" BOX WITH A SINGLE GANG MUD RING. MG - MECHANICAL CONTRACTOR (2) PVC WITH PVC COATED RMC ELBOWS AND RISERS UP INSIDE CANOPY COLUMN. (12) PROVIDE MUD RING ANZ/OR COVER APPROPRIATE FOR DEVICE/FIXTUPE 5E-RvW. MCI, - MINIMUM CIRCUIT AMPS (3) PVC WITH PAG COATED RMC ELBOWS AND RISERS. USE HEAVY DUTY FOR 480 VOLT. P.G. - PLUMBING CONTRACTOR (4) <ABLES SHALL BE LISTED FOR INSTALLATION IN WET LOCATIONS. USE GABLE SUCH A5 BELDEN 21325A5 OR EQUAL A5 APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHO). (13) (14) USE TO THE EQUIPMENT BEING CONTROLLED POG - POINT OF CONNECTION (5) INSTALL CONDUCTORS FROM LOAD TO PANEL, CONTROLLER OR STARTER A5 REQUIRED. COORDINATE KITH FUEL CONTRACTOR. �� (15) PROVIDE A FLOOR BOX HUBBELL PFBI/PFBAI/53825 KTL.ANGE TO MATCH FLOOR TYPE. POs - POINT OF SALES ARCHITECTS PLANNERS � CONSULTANTS (16) WHEN INSTALLED W/OTHER SERVICES USE T4B bb4 (MATCH FLOOR TYPE) OR AS NOTED. RMC - RIGID STEEL CONDUIT (11) ACCEPTABLE EQUALS ARE HUBBELL, ORTRONI05, 51EMON 5CA - SHORT CIRCUIT AMPERES (16) MATCH THE VOLTAGE OF THE RELAY WITH THAT OF THE CONTROLLING CIRCUIT. TG - TEMP. CONTROL CONTRACTOR (1g) MOUNT 5WITGH AT DOOR JAM PER MANUFACTURERS INSTRUCTIONS. VIF - VERIFY IN FIELD ARCHITECTURAL 20 FEED THE STYLE LINE RECEIPT. FROM THE GFGI OUTLET 50 BOTH ARE GFGI PROTECTED. WP - WEATHER PROOF/NEMA 3R - O% 7"' "-► DESIGN WEST PC. 01 @ 0 -GONDUfTS TO FUEL EQUIPMENT ?rM•�� 4� :� , MOUNTED ON THE WALL ABOVE THE „ ?,I -,. IZ h �O ( -� I O WIREWAY CONFIRM EQUIPMENT '�_fIr ��Gn` :°i �; - r - O D LOGAN, UTAH _____ _ _r I Al b K ® 0 Al ° O I SALT LAKE CITY, UTAH WITH THE FUEL CONTRACTOR, __-_-- _-- i - -- w•,*.pi)��rY�trV;'�6J•r,4i I / --\ ° ` IC�'^/J I ")O ie \X? O 1 I G-3 C"g 1 ! I �r 8 CONDUIT ;: Id -J:;sr L K ' ; `� _�� 0 I COPYRIGHT® ARCHITECTURAL DESIGN WEST. SEE PLANS FOR QUANTITY �� DRAWING NOT TO BE REUSED WITHOUT WRITTEN AND 51ZE (TYPICAL) I r I - ° jG-5 ` ° ` ° I PERMISSION OF OWNER AND ARCHITECT 0-14 I MARK DATE DE RIP1'ION .+ �, � �•; ;� BREAK GLASS / � � �� A G _ G �• - �� EMERGENCY \ I _ L— - { SHUT-OFF SWITCH. N a �R yi l a r..i'k } �; a � u4: ?rir: -i• :7 „� ;i+.a xiF� ' ;6i1..*. TYPICAL OF ONE. — f86 .-MOTOR STARTS BY FUEL. TGI TG2 TG3 T04 ..- CONTRACTOR CONDUITS AS REQUIRED. SEE C PLANS. ENLARGED CANOPY PLAN - POWER - SCALE: I/Ib" = 1'-0" --- - I U UP SU D 1�f 8 AUGUST 2002 I I/2 HP I I/2HP I 1/2HP I I/2HP 13-32 PROJECT NO: 40023 GASOLINE PUMPS __-- _---- _._.____\ / J `\ J J g J,\TJ SAW I / - - - - - - - --- -- - GAD DW5 FILE!\ �e SUMP SENSORS I\ 5 �' b ` B4 ® l i J DRAWN BY, UP UP D - ------- -- --- 51J _ ------ ----- _ SUMP PROBE -- i - _ \� I ° 0 i r � f� .I CHECKED 13Y`- ", GAL fY: LOF j ", GAL - f EXPLO51ON `i� OWNERSHIP OF DOCUMENTS ALT TITLES �°�F ENLARGED FUEL ISLAND JUNTION BOX 3/4" 3/4" 3/4" __ _ _ _____ -__ I ° �, This document, the Ideas and c.eslgns Incorporated herein, as can instrument of A A TYPICAL 3/4" 3/4" 3/4" /� �� '; J. 5 professional service, are the property of BOULDER ENGINEERING, LLG and ar•a not La � SCHEDULES I S B-2g i B-1,3 5-1 be used, in whole or In part, for any other project without the written authorization o1 -- - -- - -- - - -� 2 3 4 5 KE*� NOTES �OTEG PROJECT DIRL-�GTORY: /�l J Oj EG SHALL PROVIDE A RECEPTACLE SET FLUSH IN THE CEILING WITHIN SPACE AGE FUEL 6" OF THE WALL FOR 516145. 02 401W 5W Hlcj�laxl Drive, breshan OR 47030 5M DETAIL 1 4 2/E5.0 FOR TYPICAL DEVICE AND FIXTURE MOUNTING. (303) 665'-5643 FAX 669-'1741 03 SEE SHEET E3.0 FOR POWER TO THIS FIXTURE. CIVIL �4 J-BOX FOR INTERIOR 5IONAGE EC SHALL CONFIRM EXACT LOCATION 57RUGTURAL WITH OWNER5 REPRESENTATIVE PRIOR TO ROU6H-IN. ROUTL CIRCUIT Structural Solutions Inc. THROUGH WA. BROWN L16HTING PANEL. EXTERIOR 516N. EG SHALL CONFIRM EXACT LOCATION WITH SIGN 16 Ganto�ury Land Logen, -164821 SUPPLIER PRIOR TO ROUH-IN. ROUTE THROi16H WA.5ROWN LI6C7 Fax (485) 181HTIN -2O5d G PANEL. MECHANICAL D 06 NEON Siewwe EG SHALL CONFIRM EXACT LOCATION AND Floulder Engineering REhIUMEMEMTS WITH SION SUPPLIER PRIOR TO ROUGH-IN. ROUTE 611 W®st C.4w St.,Pocatello, Idaho 63201-61 CIRCUIT THROUGH WA. BROWN LI6HTIN6 PANEL. (206)416-4613 Fax 41,6-461"1 Attn: Cliff Holmes EIZCTRICAL Boulder Engineering MI West Godw 5t.,Pocatello, 63 Idaho 20141 _ (206) 4'1611.4613 Fac 416-4617 Atte: Stan Johns0010c] 010010010 0 00 00 00 00 00 noloo OO OO OO O0 00 00 00 00 00 00 00 C10 00 00 0010 00 10000 Q PlaJl�N6 0°0 - -- rac xtr;a i_rRti`,f3`.• — o ----- o �Bo�9a/� �ul�V dY ePRrOEngineering o 0 611 Most Gedcr St., Puatollr, !dafio 83201-61 (200 46-1613 Fax 4'6•4i7 Atte: GI11f Hoke WALK-IN COOLEfQ111 ' Q L40O00L 0 ail- LI 0 'C5 049 PE o 0L"L_-- 0 1 0 0 GON0 PANL "Ou rLq 17 pill q Y N q 3 PANEL °A" 0 EXPIRAnON DATE 12/31 2003 L1p _ .._ �.. 0 B-6 0 PANEL B � p C PANEL A 7 1, xrX12_ �. . W - -- : - _ , . - I 0 + t..r i; y ,-pu, as r .t rl,r �� ` �� C f +� �t.:,:! rt ;.{y�. ,y�t�i�rttt� 'r n e, r 4, t'. d s 1114 \\ `\\ , liqp r ,) r, : ' '' rr •i'r�`r �, ;� �ri.yyh•i•' iY r'�t,._}.. gty ,,%7f ,� k. n ^'r• t r:�r f{ 1 .th-:s;, o` ��'1� 0 ,4 r'; , ? 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I{ 0 �} tl' yy�� r O I i� 9i`#�% �; y� lJFy,•'ra �tl �lni LI ,,,,� j I , rJ,, ° Kl NG C' OR D k yid g LI (IYPJ �ti�:t tirFr a 1 Ti ri 1t�� ky. lis"_tr Fi f=R.{'' 5' ".lye?.tier`=".ti"•J+ _` — �•� ,r7: f �:'1 16' _ r'�'1.h�k ro" r , 4 p 8-23 r'.; ° -r�r 1� Q � I I �- D 0 0 A-Z jV I J I of'tI �:i� i••�t'+YyJY� sa1><�{� � ��1� �r1�'l�,J�`i' hf`.n(Lrrr��.. o L1 :; ;; LI ,;., �,., lo� ARCHITECTS • PLANNERS • CONSULTANTS (TYPJ � RIF A-I _..._—_._ r� rilti' .•S'fs,r1�� t ,.'�.r �;�1 �' e�F'h ,�,lr '"{1�' ' h ''� 0 •;�f� j\.c?: 1''.yIJ1 j',fN?.'it� 1F;, '!`:+yrc 'b��SA`.:� �''n,t.:�ti 'r:.. iv'�.ya -- - - - - - 0 ARCHITECTURAL 0 I 0 0 I I Q - DESIGN WEST PC. 0 —0 I 0 - LOGAN, UTAH Ork;. . i;: - - ,., . Y; _- - - - 0 SALT LAKE CITY UTAH NI p COPYRIGHT® ARCHITECTURAL DESIGN WEST. 0 • ;h, -- L;2_ DRAWING NST 10 8E REUSED WITHOUT WRITE% Lq - �,. f�,- PERMISSION OF OWNER AND ARCHI �T may, I MARKT PATE DESCRIPTION CASHIER -Rqm DIRECTED /h GN<J -03 q-?6 p LZ L2 LqS � O L4 p - ___-_ L6 _ s '4 ' t rr. °0 - -j PLAN q-26•C+3 CITY COMMENTS ,.4. N' - i_— I o �00 2- 0 ,14 - 06 D4 i J I I I i F�,f 1jj"I II477 I "17 ��iil d.Jr! I /!'7N 4 15E L 8 AUGUST 2002 PROJECT NO: 40623 8-11 -O Ob AD DWS FILE: 3AKE20 - DRAWN taY'• 8-25 r., GNE,GK.ED BY: LD 0 MAIN FLOOR PLAN - LIGHTING c 0VefR.HIF OF Dou,nENT5 SHEET TITLE: A a SCALE: 1/41121'-0" This document, the Ideas and designs Incorporated herein,as an Instrument of MAIN FLOOD A C> professional service, are the property of BOULDER ENOINEERIN6, LL.G and are not to a NORTH be used, In whole or In part, For any other project without the written nuthorizatlon of PLAN " LIGHTING an authorized representative of BOULDER MINEERIN6, LLC. t u Copyr•Ight Cc) 2:702 by: BOULDER ENGINEERING, 1.16 Boulder Engineering, LI.I. ID 811 West Cedar Pocatello, Idaho 83201 (208) 478-4613 SPIFFY No: (208) 478-4617 (fax) d email bong i_bengllc.com E2nO I� Pacific Hw v 16875 1 2 1 34 1 5 8UP20024)0217, MEC2002-00226 6 of 61 I I I III I III ! ! I ! qA ,z NOTICE: IFTFIEPRINTUftTYI''EONANY `l� III Ill Ill Ili ill Ili I i ill III Ill I I r�1 r�l- r1 T(T III Illilll I I III III III III llillll 1111 1111!! 11 1111 !11 Il !�I I I I � I 1 I I 1 � 6 _ IMAGE IS NOT AS CLEP.? AS T IIS NOTICE, 41 _ --------- 1 �_:-- oL IT IS DUE TO THE OUALIT`r' OF THEIl1�!11111IIIIfIIII 1111(11111IIIII!1 I 11!I1ll I_ILII�III�IlII�IlI II1LIII I!EloZll:I� Illl��llZl I 11�Il lllllll�Illll►l►I ►I►III►I I!►I,I(T!III�I ILI!�T!I►I�I! 9�I�iII T No 36 9ORIGINAL DOCUMFJT 1111 IL1Z-1-- t_ _ l0T Rs--lgCIII1III�llllIllFIIII�JIIIIII Zll(Ill►IIT �11111111111tl&itltit , ti 3 4 5 - ��! P OXOT DIRECTORY: HECK EQUIPMENT 50HEOULE CONVENIENCE 5TOR� EQUIPMENT I PMENT SCHEDULE KEY NOTES ohNIR: ELEGTRIGAL NO. QNTY. 0150. VOLT/PH AMP WATT5 MOTOR MTO CIRCUIT CONNECTION REMARK5 SPACE AGE FUEL H.P. AFF J-BOX DC, FLUSH MOUNTED J-50X (Ib°XI2-X4") (5UC.H AS HOFFMAN 401W 5W Hl inland Drive,6re9harl OR 87030 MARK 51ZE V/PH/HZ M.C.A. L.M.W. REMARKS I SLUSH MACHINE 208/1 125 1600 I/3 48" A-26 G t P (2) A-5GI8XI2X4A-FEI8XI2) FOR STRUCTURED GABLIN6 GABLES. MOUNT IN (!iO3) 665� FAX: '+6541 41 115/1/60 4.4 1/6 (1) — - 11-C WALL BELOW THE COUNTER. CIVIL ! _ r,�;-3� 2 P05T MIX DRINK DISP. 120/1 55 660 �° A-Ib G t P U PROYT)f A b" X b' H16H VOLTAGE WIREWAY BELOW PANELS. SEE G-4 1 CED TEA D15PEEER 120/1 15 IT15 48" A-14 G t P �T EI.1. STRIJGTlJRAL ej b TON 708/3/60 35 55 (2) (3) IN - _ � PROVIDE A b" X b' LOW VOLTAGE WIREWAY ACRO55 THE PLYWOOD Structural Solutions Inc. 1 CAPUGGINO 120/1 15 1600 48" A-12 G t P BACKBOARD LEVEL WITH THE H16H VOLTAGE WIREWAY. 76 Cuttaflmq Lane ,UT b021 V/PH/HZ = VOLTA6E/PHfUF�RT7 ( - ' M.G . = MINIMUM GIR A)IT AMPACITY " G) (3) I"G. WITH PULL GORD5 To THE TEI.EPHONE BOARD. Pi►one t Fax ( .) '161-7050 A L.M.HP = LARGEST MOTOR HORSE POWER G-6 I DEGAF 120/1 15 1800 48 A-!0 G t P z NOTES: I ICE CREAM MACH. 120/1 1600 48" A-8 G t P O INSTALL A 3/4" CONDUIT WITH PULL CORD TO THE TELEPHONE BOARD. N�GHANIGAL Boulder Fnineeranq� (1) SWITCH WITH LI6HT5. C,-q I PASTERY GA5E5 120/1 5 600 46" A-22 DIRECT CONFIRM G 3/4"G. TO J-BOX DG IN RM. IOIa. E.G. SHALL PROVIDE A RACEWAY 811 hest Cedw 5t.,Pocatello, I 85201-61 D -- (2) UNIT PROVIDED WITH D15GONNEGT ANL` 6F1 OUTL'c-T. SYSTEM ONLY FOR NETWORK. OWNER SHALL PROVIDE, JACK,GABLES, (208) 41g.,gbl3 Fax 4'18-�46h Atte: GIME Holm (3) EG SHALL CONNECT THE DUCT SMOKE DETECTOR(PROVIDED , 130 1 HOT FOOD DISPLAY CASE 206/ 1:111, Iggb 48" A-24 G t P (2) ETC. BY MG) TO THE UNIT 50 THE UNIT WILL BE SHUT DOWN UPON O TELEPHONE BACKBOARD 4'X8'X3/4" SET VERTICALLY ON THE WALL. ELECTRICAL ACTIVATION OF THE DETECTOR. C-11 I POPCORN POPPER 120/1 10 1200 48" A-18 G t P _ Boulder Engineerinnn9 G-12 I HOT DO6 NER, W/6ARD !20/1 1500 48- A-20 G t P EG ,MALL COORDINATE AND INSTALL, ALL AUXILIARY OUTLETS 811 West Ceclor' St,,Pocatello, Idaho 83201-8 r ADJACENT TO POWER OUTLETS WHERE APPLICABLE IN A NEAT (208) 4161 Fax 418-46h Attn! Stan JOM X14 I ICE MAKER 208/1 10 2080 (1) D-I� C t P - hI PROFES,IONAL MANNER (TYPicAL). ORECEPTACLE FOR POST MIX SYRUP PUMP. MOUNT AT 12" A.F.F. IN PIJJMfBIN6 c-20 1 WALKIN COOLER 120/1 4 460 - VARIES D-10,12 DIRECT (5) CABINET BELOW P05T MIX MACHINE. CONFIRM LOCATION PRIOR TO Boulder Engineering 20 I WALKIN GONDEN50R 208!3 1 ROOF 0-4 DIRECT (5) ROUGH-IN. 611 West cedar 5k.,Pocatoiio, Idaho 83201-61 ----- 10 5EN5OR BY MG. EG SHALL PROVIDE CONDUIT AND CONDUCTORS FROM (lob) 4'16-4613 Fax 416-4611 Atte: GIM'' :401MOS G-21 I FREEZER 206/1 15 1800 48" B-34 G i P (6) THE SENSOR TO THF THERM05TAT IN ROOM 102. CONFIRM REOUIREMENTS WITH MC. p PROF G-25 NOVELTY CASE 120/1 12.0 3/4 12' C s P II THERMOSTAT BY MG. EG SHALL PROVIDE CONDUIT AND CONDUGTOPS 1 MAIN' s�o G-2q I SAFE 120/1 200 12" A-I1 G a P FROM TW THERMOSTAT TO THE ROOF TOP UNIT. CONFIRM 60496 E REGtUIREMENT5 WITH MC. G34 4' DELI CASE 120/1 lob 1712 6" G t P (4) IZ CONFIRM LOCATION OF UNIT WITH MG PRIOR TO ROUGH-IN. c-g5 HOT FOOD DISPLAY CASE 208/1 qb Ig00 12' G t P (4) (� ICE MAKER REMOTE CONDENSER ON ROOF. 0141 0 GON 17 NOTES: IS EC ShALL THE REMOTE CONDENSER,DE A RECEPTACLE ON THE ROOF WITHIN 25 FEET OF '9A y p E wN F!�q/25/03 (1) CONFIRM LOCATION WITH OWNER PRIOR TO ROUGH-IN. (2) EG SHALL MATCH RECEPTACLE WITH PLUG TYPE ON EQUIPMENT. CONFIRM l�IITH EQUIPMENT SUPPLIER. 15 WALK-IN COOLER EVAPORATOR UNIT BY OTHERS. EG SHALL MAKE EXPIRATION DATE. 1-27-3-172-55-31 (3) EG SHALL PROVIDE. A 20 AMP MOTOR RATED SWITCH IN A «ATHER PROOF ENCLOSURE. To ROU PH-I TO THE EVAPORATOR UNIT. CONFIRM UNIT LOCATION PRIOR (4) ITEM NOT INSTALLED. TO ROUGH-IN. _. (5) EG SHALL PROVIDE A 30 AMP NEMA 3R FUSED DI5GONNEGT FUSED 30 AMP. CONFIRM WITH MANUFAC-TUR . Ib FUEL ISLAND EMER6ETIGY SHUT OFF SWITCH. PROVIDE A 3/4" CONDUIT ------ =R (6) PROVIDE A NEMA 14-20R RECEPTACLE. WITH GONDU!.TOR5 FROM SWITCH J-BOX TO PANEL "A". SEE DETAIL \\, � ° (T) PROVIDE A NEMA 14-15 RECEPTACLE AMC? PLUG FOR INDOOR UNIT AND A 20 AMP MOTOR RATED SWITCH IN A WEATHER PROOF J-BOX MOUNTED TO UNIT ON ROOF FOR A DISCONNECT. O K.A. BROWN LIGHTING PANEL MODEL# LM-40-E50. EG SHALL ROUTE ALL OUTSIDE LI6HTIN6, SIFNS,CANOPY LISHT5,CANOPY SIGNS ETC. THROU6+1 oollooloolooloolIC0100100100TC 010011CJ0 00 00 00 00T(JO 00 00 00 00 00 00 00 0-�00 OO OOZ 70 00 001001001501000 THIS PANEL FOR CONTROL. i8 GT CABINET AND METER PER THE POWER COMPANY REGIUIREI�NT5. SEE Q _ _ - POWER RISER ON SHAT E4A. CONVENIENCE 0 ----- WP ;----------i � p-12 bo�l� - - ---- -- - 4 -�-- --- -i 0 14 TO SENaOR. 0 14 1 C� QSTORE 0i 20 30 D-4 G-20 IS D-12 --� 0 21 TO ROOF TOP lM1T. 0 WALK-IN COOLER A-6 ( ( - II I O _ 0 0 L----------J D-10,12 G-14 W 212 s p (��,� 0 0 fir; y �' 12 r 13 - .off 1 2 Ft. 0 ' 14 I �� 0 Q -6 106 i= °o o - - - _ �.` 0 KING CIITY9 OR ID 0 104 I _ (� 42 Q 0 `PANEL. "D" � ��_ \5 42" 0 0 ! _I i - Q ( �_ `0-21 0 Q PANEL "A" l J / 0 D �� .�L / I 0 312 B-34 , ;I 0 C3 PANEL "B. 0 2 A-4 A-20,2 01 PANEL "C" G-12 -1 A-22 Q ARCHITECTS • PLANNERS CONSULTANTS 0 n c-g Q 0 _ 8-246 ,,-. Q ARCHITECTURAL i� LL DESIGN WEST PC. Q /r------ I` A-24 I b" O J j- 42" / 0 II A-13,15,23 0 � LOGAN, UTAH B 0 1 i i i i +2012 I A Q 0 10 SALT LAKE CITY, UTAH 1 I u � I 0 TOILET I _ A8" 0 103 j I I I A-10,12 _ 0 Q I i I A-8,10,12 I I -� Q COPYRIGHT@ ARCHITECTURAL DESIGN WEST. DRAWING NOT TO BE REUSED WITHOUT WRITTEN � A-1 23 i O i e,--1 8 0 PERMISSION OF OWNER AND ARCHITECT AI ------�--� - • __ _-- -- I A-14,16 G II (� A-14,16 MARK DATE DESCRIPTION A-14,16,18 OPOAM DIRECTED GMU I — — 46" Q A-16 PLAN 2 q-26-03 CITY COMMENTS A-16 _4_a_" 0 0 46" G-Z5 4 0 0 00 -- / A-26 I 8�� 0 m. 0 155x-: 8 AUGUST 2002 � 0 I / 11 30 I-�� 0 O 0 — —; , _ _ A-2 Q PROI NO: 40023 OA-25 :;r �\ A-111O 3 ( - 0 CAD OH& FILE- 0FILE— / _ - _-T / - - 0 DRAM BY: 0-2q \ 0 ��F -� \ CHECKED BY: M / v O / - ---- \ � SHEET TITLE: O i /�s 14 II I�E 0KNER.�HIP OF VOCUMEM 0 I Q I ft Ft• / This document, the Ideas and designs Incorporated herein, as an Instrument of MAIN FLOOR A A Q I I CASHIER 21 102 professional service,are the property of BOULOER ENOINEERIN6, LLC, and are not to Q I IOIG be used, In whole, or In cart, ,or any other proaect without the wrlttcn authorization of PUN ■ POWER O I Ib QO O TM I \ an authorized representative of BOULDER EN6INEERIw3,LLC. I �O 48° .+, ) - O ,.opyrlght (0. 2002 by: BOULDER EN6INEERINF,LLG wI O - — ---- — E. 1A\ 1111^1111 /f1 � •► Boulder Engineering, LLC v 811 West Cedar AN - POWER Pocatello, Idaho 83201 MAIN FLOOR PL CL SGA : U4 -I1-011 (208) 4784613 SHEET Not 3 (208) 478-4617 (fax) 4 � NOR?N email beng@bengllc.com E10 0 f 5 BUP200Pacific Hwv. 16875 2-00217, MEr2002-0022E 2 3 4 37 or 61 4 . , ., .,. NOTICE: IF THE PRINT OR TYPE I EONANY rlrlilililililt � I � Iilll� I � li I � I � IIII � I � II I IIIIIIII111I111 IIIIIIIIIIIII IIIIIIlIIIIIII111 I (IIIIII111 ! ! IIIIIIIIIIIIIII IIIIIIIIIIIII ! II � IIIII111�0lII Jill 1 I II I IMAGE SNOT AS CLEAR AS 1-1-11S NOTICE, I -__oil _�- No 36 ®.� ..�.. IT IS DUE TO THE QUALITY OF THE Ii E 6Z 8�Z LZ 8Z Z IibtI �I�O�II1Z1�II�II 8It . �9i telIIII��T IZt A( ITIt-6-11 ,111111 t IIIII �I8 IIIIIIIIIIIUL lll1ll9 I4 1111f1E1ll I�II I I8rI11IIIILI(T�IIIIII �11�9TIIIIltI IIEII� IIiL�,_ 8ORIGINA_ DOCUMENTZI8IIZII1IIZ 7II !1I 111�Z�I 11�IrI11�11"�j1:IwI1 s I 1 2 3 _ DIM _IONS M ■51= GIA E IJP j' PANEL ______A -__ VOLTAGE- 120/708 . - _ p! ■ B�LIGHT-FIXTURE50HEVULPANEL--.- VOLTAGE 200 AMP 20 � BS �QAMP 16� 5UB-FEED BRKR � '®�T DIREGTG9ZY: 1 OYER: LAMPS TYPE MANU�AGTLR� GAT&OC7 Nv TYPE VOLTS MOLMTiN6 TYPE tam PHASE _ 3 WIRES _ LUss E] TOP -5�15� D 0 FLU5FI a SUB-FEED BRKR SPE NQOp _ PHASE 3 W!RE5� [] LU65 [] TOP 5.15" D ❑ FLUSH ❑ C) SPACE AGE FUEL .2 �4'_ FLUORESCENT - REGE55ED, 5TATIG,_TROfff - -.- _-- ----- ---._- --- LOGA'TION_ RM 110 AIG 000 AMPS ❑ BREAKER .BOTTOM - 35 H ■SURFACE ❑NEMA 3R _ LOCATION ROOM 104 AIG_ 2 00- AMPS BREAKER BOTTOM b6° H M SI/RFACE ❑NEMA 3R gOIW 5W Hlc land DrNe, 6r esk n OR 4'1030 I COLUMBIA 4P524-4326-F5AI2125-E88 4 1--3278/5PX�5_ 12J RECESSED (!) �Mi Wr y F -�4i -__ -__ -- - IT WIRE BRKR OUTLET5 GIRCUIT GIR OR CIRCUIT OUTLETS BRKR WIRE CIRCUIT COMBINED PHA5E-5 GIRGiJIT WIRE BRKR OUTLETS CIRCUIT GIR ` LI HUBBELL _ Ft546NA02BIE ��__ OR CIRCUIT OUTLETS BRKR WIRE CIRCUIT C�fJ1�BINB2 PHA51F� GIRGU - METAWX 26C-4320125-120E81 - _ NO. DESCRIPTION LTS GO MI5 P SIZE LOAD A B G LOAD 51ZE P MI5 CO LT5 DE-56-RIPTION No. N0. DESCRIPTION LT5 CO MI5 P 51ZE LOAD A B G LOAD SIZE P MI5 GO LT5 DESCRIPTION N0. GIV1L LITHONIA 25P86431-0121,25-120-6EB �_ _ 120 VA i ICE MAKER - _ 2 2. _15 30 1040 __ 36g4 r26 - _ 2 I RM IOIa, 102 DELI 18 I 20 10 816 _ qqb 180 10 20 ! _ I --_- COUNTER_ 2 -- -- -- 3 - _ - IO40 3644 30 3 I WALK-IN COOLER 4 3 RM 101 II 1320 - 2220 g00 12 5 RMlob45TRIJGTURAI--8" - COMPACT FLUORESCENT - DOM-16HT - CLEAR ALZAK 32 WATT _ StrIIXay ------ SPARE I 20 2654 _ - 6 5 RM 101, 106 - Iq _ _ 1800 2160 _3_60 10 2 ROOF 6Solutions _ ITEGF_T832EB-5TF802H 120_ I F32TBX/5PX35/ 120 RECESSED __- --- - - --- ---- - 20 1 -SPARE 6 1 i AWNIN6 _ Ig 1368 2g68 1600 C-1 8 Structural cat LoInca PRESCOL _ _ _ - _ _ 16 C�ntcrbury Lasa Logan,llf 7 21 L2 HUBBELL - Dg-132-120/dIAR5 - -- A/4P_ -- -- q __ -- _ - 4 6 466 12 I WALK-IN EVAP. 10 4 RM 103 t 5HUNT 2 12 360 _ 2160 1800 I -G-b _ _10 pf� 4 Fax (435) 181-2050 __ --- 12 1620 10 6 I 4 WALK-IN LT5 ! HTRS 12 II _ SPARE- __ 2 20 _ 1800 1800 I - G�5 12 PORTFOLIO 01132-IE-IOILI - - __ II --- - - _ _ 6 0 MBC44MICIAL LDTHONIA AFV32TRT8AR-120 _ -- ----_ - 36 VA NO I SEE PLAN FOR CONDUCTOR SIZE MOM TOTALS CONN LO PANEL FEED TRANSFRA•1R_ KV -- _ _ _ !rte _- 1800 fi I -- -_.- C13 14 --- - - - -- - 13 GONDOLAS_ 3 I 20 -12 541 2001 1320 I 4- - G-3 !b _ _ Bourder Engineering 2 X 4 FL0URE5GENT - STAT!G, FLUSH 57M DOOR TROFFER _ VA 3634 41'!4 47741-_.12 KVA BRKR IOD AMPS FEED BRKR - _ AMPS 15 - GONDOLAS 3 - 540 � 1140 1200- I � 0-11 - 18 Imp g3�1-15131 �� 811 Wast Cedar St.,Pocatello, D COL.UMBIA4P524-252&-FrAl2.l2.5-EB'6 2 F32Tb/5PX35 _ 120- RECESSED I AV, AMP5 C1R �� GIR _ 11 CASHIER _ 2 _ 360 id60 _ 1500 I 0-12 - 20 (20e) 416-4615 Frac 4'18"•46[7 Attn: GIME Moh m L3 26NAo2BIE_ Irs Erc. ee Toms•c AMPS 31 35 _ 4 A C41Li 3 ._--_FT G/W(. )�� FT !q 6A5HIER _ 2 3160 -�1560 1200 2 _ � 22 HUBBELL R5 _-. tws Pave. All� � METAL UX 260-23''0125-120-EB81 _ _ -, 21 RM 102 - 3 540 __ `1540 IOW 30 20 2 I _ 0-10 24 EiS�TRlGAL 23 ATM I 180 1180 _ lalo _ LITHONIA _ 25P8-6232-AI2125-120•-6EB VA - - - - -� 1300 1300 40 20 2 I -G-2 �b Boulder Engineerin 8' OPEN METAL HALIDE DOM LI6 JT W/GLEAR ALZAK REFLECTOR - CONDUIT/CONDUCTOR 56HE©ULE � SPARE -- - - - - --- 2 KE 1 N0TE5 r► __ .._ -- -- -- _- :1311 -1300 8II hbat Cedar 5t.,Pacataib, ►daho 8320!-b PK-56OLITE RHD801-5OMHFE-5TH802 I _ MXR50/G/VBU/C 120 RECESSED (I) - �NOUIT CONDUCTOR 2q _ _ _ - 3634 _ 3_634 - (wS) 4'i8-4613 Fax 478-4bi7 Atte: Stan Johns L4 HUBBELL LP350-12OV-/bhbW - MARK AMPS GABLE QTY SIZE IN5UL. REMI�RKS 31 J 4i14 4114 43 100 3 1 PANEL 'D° _28 M. � PORTFOLIO MDT-l20-"T10L1 - -- - �� EG SHALL PROVIDE ALL ITEMS FOR TWO COMPLETE 5ERVIC,E5 TO • -- --- 12 VA THE FACILITY PER EU5ERC AND THE POWER COMPANY __68 28 I° 6 8 (1) (2) _- 33 SIGN �_ 5 12 300 5114 4214 LITHONIA_ AH50HI-BAR-120 _ _ 211 20 3/4" 2 12 I 2 -_ !6801 20620 !�20 _ 1 PANEL B 2 30 L(�) ---- - - N O O _ — Boulder Engineer�nq� 3" HORIZONTAL COMPACT FLUORESCENT LENSED DOWN L16HT WITH GLFAR LENS 42 WATT REQUIREME �'' -- 35 PANEL G (I) 21 1 3 200 330 14401 24360 14;Tf,0 225 3 -_ 8II Wes!Cedar St.,Pocatello, Idaho 6370 2 EG SHALL PROVIDE A 3 POLE,5UBFIEED SHUNT TRIP BREAKER IN 317 20 3/4" 3 12 (1) (2 _ 15824 150,24 (206) 416-4613 Fox 418-4611 Attn. Cliff H Am PRE56OLITE GFT832HE5-5TF802H-L-S5 I F42TBX/5PX35/ 120 RECESSED _ (I � " ° ° 412 20 3/4" 4 12 (1) (2) 50 FEED BREAKER ROUTE MME TOTALS CONN LO PANEL FEED TRANSFRMR _KV L5 HUBBELL 0442-120V-A-8-AR•-T3-S A/4P - - - PANEL ATO FEED PANEL G . SHUNT TRIP SHALL BE _- NOTES:(I) SHUNT TRIP, _._ ,- ACTIVATED BY THE EMER6ENGY STOP 5WITCHE5 SEE DRAWIIv65 20 30- 3/4° 2 10 I) (2) NEUTRAL THROUGH PHASE B POLE. VA 4:3318 41414 24638 IISKVA BRKR AMPS FEED BRKR AMPS �p PROFS PORTFOLIO 01142-E-1IDILl-3 _ -_ _ 4 d 1/ A 5 o E5.0. 30 3U 3/4" 3 l0 (I (2) (2) B FEED BAKER, AV. AMPS GIR _- GIR 1 8® LITHONIA-- AFI42TR_T-BGE-C6L-•-120 _ _ 44 VA - �M®IME,�A /p -_- C3� EG SHALL PROVIDE 30' OF 2/0 BARE COPPER ENCASED IN AT 40 30 3/4" 4 10 (I) 2 241 - �g A C/W 2 3, FT CIH(. .._--.FT � 6049 'PE � EXIT LIGHT - DIEGASTLLED,UNIVERSAL MOUNT,WHITE WITH SELF DIA6N05TIG5 tnls PANEL,Nl OF Its lUb6 Etc,. BE W�tBD FOR rs•c AMPS 361 350 S LEAST 2" OF CONCRETE LOCATED WITHIN AND NEAR THE BOTTOM 20 30 I° 2 10 (1) (2) -�J d r PRE-50OLITE EDCI6ENW__- _ 6REEN LED- 120 WALL/CEILIN6 (1) OF A CONCRETE FOUNDATION OR FOOTING THAT 15 IN DIRECT 30 30 In 3 10 (1) (2) - - r, '�iIAL EL 11 TIT Jam'�V� �� Lb HUBBELL GWP6W1_q-D-W/CM6W -_ CONTACT WITH THE EARTH. BOND THE BARE COPPER TO THE 28 5U 314" 2 8 (1) (2) 120/208 l pI ONS � 4NEGON 5URELITE _GAX-11�06W-5D STEEL REINFORCING BARS OR RODS IN THE FOUNDATION, PER - PANEL B - VOLTAGE " 6ROUND BUS LITHONIA , - LE5WI61?OELNSD _ -�-_ 10 VA 2002 NEG 25052 (3). 28 50 I° 2 _ 6 (1) (2) AMP 20 W ❑ ,P� 17 Rif WHITE SURFACE MOUNT TWO HEAD EMERGENT;r LIGHT W/SELF TEST -- 38 50 I 3 8 (11 (2) _- TYPE NGTOD PHASE __1_WIRES CONTROL MOD W/GLOGK .� q y 19 _ , --- ,_ -- 4 EG 5H PRO IDE I V L OWER 48 50 I' 4 8 (I) (,2) L� 0 TOP 5.15" p ❑ FLUSH []CONTROL BU5 NQOD-ASB AY 0 E h� k - PRESCOLITE ED52-GV5 - 2 T•$ 12H 120 WALL1'-i' (U COMPANY SPECIFICATIONS FOR SETTING THE POWER COMPANY _b5 -i' 2 6 (I) (2) LOCATION ROOM 1Q4_ AIG 220 AMPS ❑ BREAKER [�BOTTOM 35' H SURFACE ❑POWER MODULE L7 HUBBELL PE612-2R6H-D _ _ _ _ ---- TRANSFORMER ON. - - EXPlRAT10N DATE 1-2/'3-1/2-W3] HUBBELLLITE GG-4-WH-5D _ C� EG SHALL PROVIDE PVC CONDUITS WITtiI 500LB PULL CORD � Is 3 b (1) (2) GIR CIRCUIT OUTLETS BRKR WIRE GIRUJIT 0"IN® PHASES CIRCUIT WIRE BRKR OUTLETS CIRCUIT OR _ LITHONIA LLM2-5D 12 VA FROM THE TRANSFORMER VAULT TO THE GT CABINET HIRE-KAY 46 65 I° 4 6 (I) 2) __ No. DESCRIPTION LT5 GO MIS P - 51,2E LOAD A B G LOAD 511E P MI5 GO LT5 DESCRIPTION N0. -- -- - LOCATED ON THE MILDIN5- PROVIDE LONG SWEEP' ELBOWS TO 34 -85 I I/4tl 3 4 (I) (2) I 1 GPl40py 6 2 20 l0 1344 1344 151 MEGH RM. 4 4 FL UORESCENT UP/DOWN L16HT ABOVE MIRROR ENTER THE VAULT *10 TO RISE UP TO THE GT CABINET WIREW,AY. 44 85 1 1/4 4 4 (1) (2) - - _ - 134 1104 360 1.2 20 2 - e^, GOL.UMBIA WAL4-2UID37-EB8-L T _ `t- 2 F32,8/SPX35 ISD_ WALL 1'-0" INSTALL PER POWER GOMPAPK SPECIFICATIONS. PROVIDE A 33 100 I I/4° 3 3 (I) (2) 3 (I) CANOPY b ___ 2 20 10 l344 2164 825 I 5 103104 b \ � \ •� . �� r, L8 L.A. L16HTIN6 BSQIO0--2-4RH-PA-U-2E81 MINIMUM 36" DEEP TRENCH WITH FILL. - - - 1344 1104 360 2 -. PHONE BOARD A 2, _ 43 100 I I/2° 4 3 (I) (2) � SPARE 10 " �,x r, ��t c,7t,;+y:?;:•;�E�\\ \� C METALUX B9J-232_120-EBBE _ -- 5 -SPARE 2 20 _ T;. 15 VA (6 EG SHALL PROVIDE yLEEVE51"r1ROUF3H THE CONCRETE FOR THE 32 115 11/2, 3 2 (1) (2) - 1420 1420 10 4 INTERIOR 516N5 12 NULITE BW-232-OGT-UP-ELB-120_-WH POWER CONDUITS TO THE GT CABINET'. -- 2'X4' - FLUORC-SGE�.T - P.EGESSED, STATIC STEEL FRAME TROFFER 42- 115 I I/2' 4 2 (I) (2) - !0�7 ,J 1044 SPARE !4 � - U EG SHALL PROVIDE A WALL MOUNTED GT METERIN6 CABINET FOR 31 130 1 1/2° 3 -1 (1) 2) l (I)SITE: 6 2 2 (B) G)LUMBIA 4P524-33 z6-F5AI2.125-EB8 3 f-3ZTB/5PX35 120 REGESSM (1) (2) A 600 AMP SERVICE PER POWER COMPANY SPECIFICATIONS !040 2244 12.00 28 I SITE SIGN (I) I6 COIAVENIENCE 41 130 2" 4 I (I) (2) q (I CANOPY 516f'' I I 20 10 1000 IOUO _ _ _ SPARE IB L9 HUBBELL R536NAC2B5E EG SHALL PROVIDE A WALL MOUNT REMOTE SOCKET EU5ERG 33q 310 150 2' 3 110 (I) (2) II (I) CANOPY 5161` I 1000 1000 - _ SPARE �0 METALUX 260-332425-120-EEB82 - METER BASE PER PGORP SPECIFICATIONS. INSTALL WITH TOP AT 13 SPARE - STORE LITHONIA 25P8-6332-AI2125-120-6EB cIq VA 6l..OD 410 150 2° 4 1/0 (1) (2) _ 15 - _ - ! lbo Iq� 12 3 1 OO - 2 250 WATT METAL HALIDE 5W-)F- r3OX 2/0 COPPER. 320 115 2 3 2/0 I) (2) Il (1)Si6N I l0 1200 2160 460 8 CANOPY NEON 26 5i'AULDIN6 CEI-PM-M250-III-MT-MTI MVR?50/GN 208 25' ROI"+� (3) (4) 420 115 2" 4 2/0 (1) (2) 10 SPARE - Ig20 Ig20 CANOE'( NEON 28 L.20 HUBBELL RG5A250H3P81 TAPPERED__ IO EG SHALL PROVIDE A 6"x6" WIREWAY BELOW THE PANELS A5 330 200 21/25 3 3/0 (I) (2) � (1) 516N i. 060 460 _ _ -CANOPY NEON 30 REQUIRED. SEE SHEET E3.0. 430 200 2 I/2' 4 3/O (I) (2) _ 1200 3120 1020 CANOPY NEON 32 POLE - - 25 (1) 515N I 1200 2IW qo0 312 202 i �EEZEit 34 LITHONIA KAD25OM-R3-206-RPD04-DDB - 240 VA y) 4' PVC, CONDUIT TO POWER POLE. SEE SHEET ELO. 340 230_ 2 lit' 3 4/O (U (2) � I) CANOPY 6 2 20 10 1344 2244 000 _ 250 WATT METAL HALIDE SHOE BOX - 440 230 2 112" 4 4/0 (I) (2) - - 1344 5541 420_3 - KING CITY, OR SPAULDIN6 GED-PM-M250-IV-MT-DBZ I MVR250/GN 208 25' ROUND (3) (4) !2 PROVIDE (2) 4" PVC CONDUITS STUBBED OUT FROM THE 32 255 21/20 3 250 (1) (2) � 2q 1) CANOPY - 6 2 20 IO 1344 5541 4203 38 5031 I RT-1 � 36 � L2I SPAULV RG5A250H3T81 25- ROUND RED TTrANSFORMEIZ IN THE DIRECTION OF THE BUILDING AND CAPPED 42 255 30 4 250 (i) (2) � 1344 5541 4203 - FOR FUTURE USE. 3-3 285 3" 3 300 (I) (2) NOTES: (1) ROUTE CIRCUIT MW E TOTALS _ CONN LO PANEL FEEVi TRAW_-FRMR KV POLE �— UTHONIA KAD250N R4-208-RPD04-DDB 240 VA 4-3 285 3" 4 300 (1) (2) L. (B) 5EE PLA14 FOR 15824 14gbO 14020 _45KVA BRKR_ AMPS FTfD BRKR AMPS 25_0 WRTT METAL HALIDE SHOE BOX. TWO AT 180° 310 3' 3 350 (1) (2) NDUIT 4 CONDUCTOR SIZE. AV. AMPS GIR �3ft_ I%!R D 5PAULDIN6 CEI-PM-M250-IV-MT-DBZ 2 MVR250/CN 208 25' ROUND (3) (4) LOAD G�LGUL�TI ONS 4 310 3' 4 350 (E) (2) TM •c MPS 133 1.25 Ill -!?5 A G/W I FT C/W . .FT LZ2 HUBBELL RGSA250H3T81 _ TAPPERED 335 3 1/2° 4 400 11). (2)- _ POLI: 350 380 31/2' 3 500 1':)- (2) MA1� 121MWIM �Ii SPCz'.IAL EC,iUIPh�I�CI LITHONIA KAD25OM-R4-208-RPDO4-DDB 580 VA PANEL 'A' DESCRIPTION LOAD DEMAND NEW LOAD AMPS 450 380 4' 4 500 'I I PANS, G VOLTAGE 208/120 N�pUlyp E JS NOTE: THE FIXTURES L15TED IN THIS SCHEDULE REPRESENT THE QUALITY AND TYPE OF FIXTURES DESIRED. EQUALS POWER 24060 1 24060.0 225 AMP 20 W LI6HTIN5 47cMq 125 54415b NOTE: TYPE NQOD PHASE I WIRES 4 ❑ FLUSH ❑SUB-� BRKR SIZE ARCHITECTS • PI-ANNERS • CONSULTANTS OF THOSE MANUFAGTURER� NOTED IN THE REMARK: ARE ACCEPTED. FOR TF+05E FIXTI)RES WITHOUT A � LUGS ■ TOP _ 5.15 D []SUB-FEED LU65 MANUFACTURE DESIGNATION IN THE REMARK COLUMN THE SUPPLIER 15 TO SUBMIT A FIXTURE THEY BELIEVE HVAC 12bOcl 1 12604.0 (1) THWVTHWN-2. TO BE EQUAL TO THE ONE SPECIFIED. TO BE ACCEPTABLE THE FIXTURES SUBMITTED MUST BE OF THE SAME KlTGHEN 16340 0.65 10621.0 LOCATION_ ROOM IQ4 AIG. 2�fJ00 AMPS El BREAKER ❑BOTTOM _55„ H 0 5URFAGE ❑FLIT BUS TYPE AND MATERIAL A5 THAT SPECIFIED AND MUST RECEIVE APPROVAL FROM THE ENC71NEER PRIOR TO RE-FR16ERATION 1800 1 1800.0 (2) ALL MENT IT SHALL CONTAIN A SEPERATE SHOW WINDOW 200 45 4000.0 EC�UIEMENT 6POUNDIN6 CONDUCTOR SIZED GIR CIRCUIT OUTLETS BRKR WORE CIRCUIT COf�INED PFIASES GIRUIIT WIRE BRKR OUTLETS GIRr.UIT CIR ARCHITECTURAL BID. IN ACCORDANCE WITH THE NEC. ACCOUNT FOR (I) ACCEPTABLE EQUALS ARE HUBBELL,COOPER, LITHONIA AND COLUMBIA LARGEST MOTOR ZO HP 22372 0.25 5543.0 PARALLE`l. RUNS. N©• DESCRIPTION LT5 CO MIS P SIZE LOAD A G LOAD 51,2E P MI5 GO LT5 DESCRIPTION No. DESIGN WEST PC. (2) PROVIDE 2 BALLASTS FOR INBOARD/OUTBOARD 5WITCHIN6. 9UFPIX= ! 605 DISPENSER I 2 2U 10 1200 !200 ! DISPESPACNSER _ 2 (3) LIGHT POLE SHALL BE ROUND, TAPPERED,STEEL 25 FEET LONG,1 INCH BASE,3 12 INCH TOP,0.125 INCH SUBTOTAL 1236568 "Y" INDICATES YELLOW ISOLATED GROUND _ s ^ _ _ 1200 1200 10 2l?2 I 605 Dl5PEN5Eit 4 WALL THICKNESS II 6AU6E CONFIGURED FOR DIRECT HIDE MOUNTING OF THE FIXTURE/ARM(S). PROVIDE 3432 AMP • 208V CONDUCTOR IN ADDITION VE THE GROUND 3 605 DIFiPENSER I 5 1200 1200 - s B BASE COVER AND ANCHOR BOLTS PER MANUFACTURER. CONDUCTOR IN NOTE ABOVE. _ s !200 _!200 2 I - 605 DISPEi�SER 6 LOGON, UTAH B (4) CONFIRM COLOR WITH ARGHITIEGT rRIOR TO ORDERING. 5 605 DISPENSER I 51 1200 1200 s SALT LAKE CITY, UTAH g _ 1200 1200 2 I 605 DISPOSER 8 7 6A5 DI5PEN5ER 1 2 1200 1200 _s 5 _ - 2 1 SPARE - - 10 COPYRIGHT® ARCHITECTURAL DESIGN -BEST. q 6A5 DISPENSER 1 2 1200 i20o s DRAWING NOT TO BE REUSED WITHOUT WRITTEN g 2 I SPARE - 12 11 6A5 DISPENSER 1 2 1200 1200 _ 51 PERMISSION OF OWNER AND ARCHIIEC i s 1200 1200 2 1 6A5 DISPENSER 14 13 UNLEADED PUMP 2 40 28 2400 2400 - s _ ;MARK DATE DESGRI"1•ION 2400 240. 0 _ 2 SPARE Ib 15 PREMIUM PUMP I 2 40 28 2400 2400 _ s - GMU ( t2h-03CON - 2400 -- _2400 2 SPARE 18 11 SUPER UNLEADED _ 1 2 40 28 2400 2400 - s PLAN Z q-26-03 CITY COMMENTS - 2400 _ - 2400 2 SPARE 20 Ig UNLEADED PUMP __ I 2 40 28 2400 -2400 - s - -- _ _ _ 2_400 2400 2 SPARE 22 21 SPACE _ 1 9 - --_ !- NOTES: - P4tA5E TOT96 CONN LO PANEL Frm TRANSFRMR__-.Il -_ -- WA 16800 14400 _31 kW ERKR_OQ AMPS FEED BRKR AMPS - WA BROWN LIGHTING AV. AMPS GIR A-35._ OR CONTROL PANEL [►IIs PNB,N1 of Its u�ss,DReNcBts erc.SWU BE RAM FOR c AMPS 140 170 ___13Q A C/W I 30 FT G/W .FT lam: 8 AUGUST 2002 2" CONDUIT - �� PR,O.EGT NO: 40023 O SAKE40 y GAD DW6 FILE- WPM , gal, ' a R. T ); DRA 44 BY: i r *t a POWER COMPANY r�c�' fl tI BTk��wE� FNS } 3 —.— �.DF ,I y'»', ,r 1"a'. �nY� i x ?4i 1 ®rk f.' {Y1 VTn.VI.iV E71 1 PAD MOUNTED �;,ri � - TRANSFORMER. �:,++��1 � Ai fy ' "a} .,,�.,, .. ;a .•. . r,.. :. .L„ SHEET TITLE: OPINEiRSHIP OF DOCVME� A 43 This doci. rent, the Ideas and designs incorporated herein, as an Instrument of ELECTRICAL A , IO - professional service, are the property of BOULDER EN6IN�IN6, LLC and are not to 0 7W0 be used, in whole or 1n part, for any other project without the written authorization of SCHEDULES . --- �-�- 4�- - BUILDING 6P5 __ _ an cuthorized representative of BOULDER EN61Na;z!N6, LIG. I STEEL P�PIN6Copyright 2002 BOULDER EW -ERIN6, LLG w I I I OUTSIDE CONDUIT SITE L..� � �. �-- �--� I 1 12 1 AND CANOPY WATER MAIN L_ _1_t- ' 1 POHIEt? R15ER --- Boulder Engineering, LLC 12 l 1 811 West Cedar v 50ALE: W.T.S. Pocatello, Idaho 83201 u (208) 478-4613 SHEET Not c (208) 478-4617 (fax) email beng(c�bengllc.com EllilllsO Pacific Hwv. 16875 rr), rj BUP2G02-00217, MEC2002-0022( 2 3 38 of 61 'o'' ,ti.�Ftt.-s,a.,rtxee ,,r...-. - --.•». .rt;M'nrs',^!,'Ct,+"°w!tiL°^".'� 1kF.uR{'dl '"•S".j1i",? J-W,''[44/g', y.r "` ',""rP1.•.n?w76n',iw,.rti`h4'aan."!..c.-.:... ,y -. .. . :'�•-^:3:'S?'!. .. ,...moi .nl%1'F'i9'.d`-...x4'.x'tf5'r5""p':.u. .,-. ._.-...._ NOTICE. IF THE PRINT OR TYPE ON ANY r1 r III ill 1 1 1 1 1 1 1 1 i I l 1 1 1 111 1 1 1 1 I 1 I i 11 1 III III I I I 111 III III Ili ill Ill 111 I I III I I ! 1 1 1 Ill III III III I I 111 I l! I J I I I I I III III l l l l 1 l i' l I i III VIII I r, f I f l IS NOT !'I.EAR AS THIS NOTICE I I I -I 111TI[TMIJ -- `tL--I161 - I_-.-- IMAGE I L 1 11 I-I O _ - ----- --_ L - --- —L - - - ---� - IT IS DUE TO THE QUALITY OF THE "�3e h�•`4� ORIGINAL DOCUMENT t":, 8ti 9t GZ 9Z Z 6Z SZ Z iZ �AZ 8t 13i Gt et 9i Ylt Si Zt tt t �8 8 l e L ► I I I �— I I I I I I I I 11 1 I �II cc�� I I LI�1lll11I��1111W111ulI�II.IIiINIII IL ILlllll�llllllllllll I! I I.1111�1111111111 1lIIII11111111i111111111 .,�III1,., 1111111hill llllll LLlllllllllllllll►1111111111111 I II II Illlllll,.�l IIII "lig", 1IIIIIIIIIIIIIIIIII�IIIIIIIII1II�LllJlll la IIIIII III 1 1 J 4 :� - -- $8 WIRE HANGER AT EACH -•--_ __ _ _.___� �,�?. PROJECT L�IREGTC�.Y: X 12 ALUMINUM SIGN :e THERMOSTAT OR NOTE: �D BA�� c�L� CORNER OF r;XTURE ABLE TMECHANICAL SWITCH !�hQ�R: �/ ALL MOUNTING HEIGHTS �� E FUEL _ •,� /;� r 'r0 SUPPORT 200 Q ARE TYPICAL UNLESS WHITE LETTERS ITYPIGAL) HANG THE BREAK GLA55 HAMMER60 60 5-V NOTEq OTHERWISE ON � POWER CONNECTION-- _ _ � DRAWINGS. 4OIW 5W Hl�lland DrNd, 6reshcm OR 411030 ON THE -ICN, ln- - --- , I +- (�03) 665-5643 FAX: 665-1141 Q,` L16HT SWITCH EMERGENCY SHUT-OFF 50UARE , , } '+ "D" KYK116 5W!TCH IN NEMA 4 3/4"C., T HI Lai. d y i41-011 O GH -- ENCLOSURE. FURNI5H WITH 5 " ' �. 1 ` yt, CONVENIENCE OUTLET AND TELEPHONE OUTLET 5Tft!lGTURAL VOLTAGE WIREWAY ilo ` REPLACEMENT 6LA55 DISKS. tY � ` ' ' I ''� � ' �� ABOVE COUNTESEE SHf: T E1.01 ,��fStructural Solutions Inc( E ) fi+ 76 Gante�rtury Lend Logan,UT 8r►a21 Phono t Fax4:3►5�18'1-2 r•_��` r }R ,,}� i! T �A ''1 ktj i7''�:1 h F P W. ECHANICAL n (OR AS NOTED) +i:,• c 1 Ma's r}7 ,. , FIXTURE CLAMP. PROVIDE ONE :;+ ,, y , 5 t� «,� �,, r�,lo _ ~j' -- FOR EACH SIDE. PER FOUR ,� : ., Boulder En ineerin UN15TRUT P4200 6R P05T ,�r�n,y r•r �, ,. FOOT LENGTH. ', fi y�` ��' o:i � 811 Wort GoGlar at., Pocatailo, Ido110 83201-6 3a' D SET !N GONC-RETE , 600 60° '' - a• r O' TELEPHONEEOUTLET (208) 4"18-4613 . ax 4'f8-461'1 Attn. GIIN Ffolmea I,a°v °� ELEC.TRIGAL 4v T.V. OUTLET a a P N VIEW I I -6 GONVENIENGF OUTLET Boulder Engineering SET TOP of -4613 Fax 4'8-46h Attn: 5tcm Jonirk CONCRETE BASE FINISHED FLOOR 811 Wort Cedar 5t.,Pocatello, I&M 8201-6134 1. 1 ` (206) 418 FLU5H WI1H 51DE WALK. boo G0° NOTE: I C PLUMBING T-BAR —� COORDINATE ALL DE vl RM05TAT5 TO BE MOUNTED A5 CLOSE TO DOOR .IAMB A5 POSSIBLE. • ;E5 WITH ARCHITECTURAL PLANS AND DETAILS. RECEPTACLES ARE TO BE Boulder Engineering I ORIENTED WITH THE GROUND TERMINAL UP WHEN INSTALLED VERTICAL AND ;KITH THE NES rRAL TERMINAL 811 Hmt Cedar 5t.,Pocatello, Iddw 83201-6134 L I LAY-IN CEILING - _ — - UP WHEN INSTALLED HORIZONTALLY. (208) 478-4614 Fax 4'18-46r7 Attn: OR? Fbimes _ _ J ELEVATION VICH � -- (02) (01) —-- -- PEp PpOfFA _ � gc,�t.E tro . N0 W'�-E � IIAL DEViGE MOUNTING HEIAHTS No WAtE I ©��- HUT DOWN 4 DETAIL NOT U5ED (3) RECESSED FLOURESGENT FIXTLFZE MOUNTING (TYP) _ TYP �� NOINEFUEL OUTSIDE EMERGENCY S _ 4 604 PE ROOFTOP UNIT J �� EG �q�y 17 1g��. N Y H • DE�M A-qr. ' :OUNTER TOP 5 EXPIRATION UATE:_12/31/2003 B 5GTWGAL COW �--FINISHED SURFACE 2HOLE !N - FOR DATA t POWER. - + EMERGENCY 5TOP BREAK OBl1E1R97 IN 12' � GLA55 STATIONS(SQUARE SAND C40WACM Eo R"RLL 'D" KYKII6)ONE ON EAS FIXED SHELF ■•r I'n+ + r 4 r, '° r� A! ` -- — ISLAND 51DE OF BUILDING. --- 5EE SHEET E1.0 �f)� F sir ( ,,� WIT.,�.• Y,,��1 -11, 1 C PROVIDE 2" HOLES IN — — yj� SHELF CORNERS FOR ° ° ° I—III r--I I IT- �.. POWER AND DATA GABLES. c o o POWER -III I I ° °°�o 000 1 -- I IL 1 4• � ; 0 0 00 0 0 �ti � � •>A ,, ��. >' ELEC .1_ COVER SHUNT TRIP BREAKER IN *�'� UNDISTVR®EARTif Y ,' I— eel�eeeee�e►e _ _ 'fix :' r� �I1 3;,,. ° ADJ. SHELVING EFER&ENGY STOP MUSHROOM MUTTON PANEL A"FOR PANEL "C'. —_ — — ,�—� + fi ;rs�r :; -' �T - MOUNT J-BOXES TO 51DE OF (yp. "D"9001-KR96RHI3)'.25)AT FUEL 'III I� 6 � �� ,� r; CONVENIENCE -=1 I (=1 I I-1 I I ILS r �' +' , ,� DISGONNF.r SWITCH DISCONNECT CABINET NEXT TO BACK WALL PE5K MOUNTED TO A 2 112'5WITCH ' ' , , PEA 6RMIB.RLL ;: � GONVENI.°NGE OUT1-cT STORE ,1' r�.: WEATHER PROOF COVER DATA d PHO L C_ AND ROUTE CONDUIT DOWN J-BOX,WIRED THROUGH THE M.O. (PROVIDED WITH UNIT) UNDER RA15ED FLOOR. CONTACTS. PROVIDE A LEGEND I — III III—III—I r r. lxt'W. i,l ,r.;, (TYPICAL) PLATE MARKED 'EMERSENGY FUEL SHUT-OFF PUSH'. 51wE SHEET E3.0. I r�'� 1'`;r,, CONVENIENCE OUTLET ® Lis J11�� (PROVIDED WITH UNIT)hEATHER PROOF COVER "� ROOF GU 4X4 ELECTRICAL POWER -)� �=�_ "- - OPENING ON BOTTOM OF UNITFORI - IG. ANDI RA15EG FLOOR 3,14"G. l -- _—,--- KING CITY, OR �T N0 �� N0 �'�'� FUEL SERV I GE ELCGTRI GAL N0 W� 6 CONTROL WI RI NC TO ROOF TOP UNIT N0 W`� 5 d POYVER/DATA IN FUEL COUNTER 8 FUEL EMERGENCY STOP L --PFt�OV1BOLT lISRAyER TO" �NU TGHPOLE. ANCHOR BOLTS To%IT POLE ARCHITECTS • PLANNERS • CONSULTANTS IV ROUND (CC"EIRM ANC+M BOLT CONFIaNATOW. —BEVEL ALL OUTSIDE C R0* FILL AIR CAVITIES AND AV HAI'Q?FINISH BASE. ARCHITECTURAL 1 SAND FINISH BASE •MOhBN6 AFRolrE-ALL 51D>a. EXTEND FMM our INro DESIGN WEST PC. AFWK SACK APD HO EXPOSED CONCRETE. 'd I 111.111 I I� FINISH+5R4DE LOGAN, UTAH B �,r III=III=11=III- SALT LAKE CITY, UTAII •a N �I I I I I ; ff�I I I—�11=1 11=1 I I�I II' I IIII I 11 -111=1I I-1I1=1I I_I I we1D PVC, 0"JIT. 11LI 11-1 I!=11 I- STUB OUT AS SHOV'Irl I _IIJ V�L ll 11 =101 ii—r__ _ _ (SEE ) COPYRIGHT( ARCHITECTURAL DESIGN .'JEST. y — — — = -rr=-- — -- DRAWING NOT TO BE REUSED W1 rHOUT WRITTEN • _ 11 1=J I i-1 i 1-1 11=1 4.0 30000 CONCRETE WITH THE -;� I-I I I-1 I I�I1=-' TM PERMISSION OF OWNER AND ARCHITECT -ITIES,EQUALLY SPACED. -I II=I I I A -- -- — . •II Il -111=1111=111=1III- MkNw DATE DESCRIPTION I=I 1 i—II'11=LI I=1 I�--- Ul�71SII1RBED OR `-'i�.< -I 11-1I 1=1 I I==1 11= COMPACTED FILL. II 1— I -11 M=1 I 1--LI ---- CONCRETE POLE STANDARD 1=1L1=111=III-1I BY ELECT. GONTR TO ° • IIII 111 11111 111 I II I I SUIT POLE. — lo • - l- s POLE BASE N0 I55UE: 8 AUGUST 2002 PROJECT NO: 40023 GAD ON& FILE: SAKE80 Df�,AVrN f3Y: C+EGICEID BY: LDP OWNER5HIF OF DOCS HE*iTSI SHEET TITLE: A This document, the Ideas and designs Incorporated herein, as an Instrument of ELECTRICAL A professional service, are the property of BOULDER LTIGINEERING, LLC and are not to be used, In whole or I part, for any other project without the written a 1horizatlon of DETAILS on authorized representative of Bc_�ULDER ENGINEERING, LLC. �,opyright (0 2002 by: BOULDER ENGINEERING, LLC -- Boulder Engineering, LLC 811 West Cedar Pocatello, Idaho 83201 14 (208) 478-4613 SHEET (208) 478-4617 (fax) email beng@bengl(c.com AM0 Pacific Hwy. 16875 `I 23 4 BUP20 2-0 � 0217,MEC2002 0022E ,a N .... �+cv..ror'>.ti•+,c,eq wrcer.�...r,. t.,.*wn,,.,.«rr�+..*vrar..••.-_�_._.,mr.,,,,,r.�yw,...n.,,"'• XAM+Y,4�V�!wrtr!lltlh�lE9�.a. .. .. .. .. .... -, ...... __...... _'____ . .. . . � r 1 1 i 1 I I I I I i -I_.i i i i i ►11 1 rri r r r 1 r � r -rii i r � r ! r I I ! 1 1 1' I ► � s I ! 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PLAN J ALL DOWNSPOUT EXITS TO BE VERIFIED BY G.C. ALL CONDUITS WILL BE MOUNTED TO OUTSIDE OF TOP CF LO-ISLAND EL. r,-,EE PLAN _� CANOPY COLUMNS BY OTHERS. r . COLUMNS TO BE SHROUDED. VERIFY COLUMN SIDE FOR 'CONDUIT i o T5 10 x 10 I ` \' GROUT AFTER z 3 J �0 COLUM ERECTION o o 1/4 I j _ BY GEN. CONTR. Ljw NATURAL SOIL, N ' z m I I h r ' %/- FROST LINE OR 9mgo • COMPACTED FILL Cu • •. . . . , .t ST�LJCTLI�AL NOTES --- , ILII I I zfi ' `� 1 'TOP ALL FOOTINGS T — — � a =_ IIII W EL. = 98.50' 41 1 _ — Q 1 . CODE U.B.C. a 4 ' IIII `� 2. ROOF SNOW LOAD --25 P.S.F. = = IIII3. WIND --80 M.P.H., EXPOSURE B 5A5E PLATE LJ I 4. SEISMIC ZONE --- 3 I 1/4" x 18" x i' 6" + IIII 2* 5. ASSUMED MIN. SOIL CAPACITY 1000 PSF. OWNER VERIFY f , 6. CONCRETE STRENGTH FOR FOOTINGS--f'C=2500 PSI a 1 1/44 THREADED ROD I ! .L ;I ; A5TM 436, F�_ 36 k,�i __! - 1 0 7. REINFORCING STEEL--ASTM A615, GRADE 60, FY=60KS1 UJ/PL Ill" x 4 x 0' 4' 8. HOT ROLLED STEEL SHAPES & PLATE--ASTM A36, FY=36KS! t F;/RNISNED AND INSTALI,E ' 7 I 9. STRUCTURAL TUBING--ASTM A500 GRADE B, Fy=46KS1 y ? �- 10. ALL STRUCTURAL STEEL TO BE SHOP PRIME PAINTED E7' GEN. CONTR. Ia 4 11 . COLD ROLLED STEEL SHEET, GALVANIZED---ASTM A446, GRADE C, v ►n j (8)44'5 � , ':)#4'e EA. FACE w/ 1 ✓ BY G.C, FY=40 K S I . 43TIE5 .4T 12"O.C. �- — _- _r 4 _ — / ri3TIE5 AT I2"O.C. 12. ANCHOR BOLTS- -ASTM A36, Fy = 36 KSI G.C. I Y G.C. 13. WELDS--E70 ELECTRODES-ALL WELDS BY CERTIFIED WELDERS f 14. BOLLS--ASTM A307 UNLESS NOTEID. -gC3 J ! 15. CONTRACTOR TO VERIFY A c Q AND CONFIRM ALL DIMENSION AND j: % ' I + CONDITIONS AND NOTIFY ENGINEER OF A4 DISCREPANCIES PRIOR (n __ — �� TO START OF WORK. ALL WORK TO BE IN ACCORDANCE WITH ALL Y SQUARE FQQTING C _ _ Q _ � I APPLICABLE CODES AND STANDARDS. Sr.. ) f 16. NO FIELD WELDS REQUIRED. ALL WELDS PERFORMED BY CERTIFIED WELDERS IN BECKER CO. SHOP `l WELDS INSPECTED BY CARLSON TESTING INC.- P.O. BOX 23814; TIGARD OREGON 97281 - PH.503-684 -3460 UTv0FTIGARD UR ALL FOOTINGS 3" MIN, SOgun.DirvG3 DiviSinr ----- AGAINST UNDISTURBED SOIL 3'4" ROUND ZA I I J, 3'4" SQUARE 24,824 'Q �2 FOOTING SECTION CF1 SCALE: NTS E, VEIN Pacific Hwv, 16875 BUP2002 00217, MEC2002-00226 7 Zy 4i)of 61 D R n w ry Rcw —"'8� - � �C � SPACE AGE CANOPY 30 x �. ENCNEE.RED BY 16875 SW PACIFIC HWY - PEYTCN,,TOMITA CANOPIES 4N(1 BUILDINGS SINCE 1925 KING CITY, OREGON us1 upbnTE 9i2Eiu3 !_--� - ba - - - -- - --- - - __ 2345 N. 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GT=24 3/4 4 2 _ 4 00 6,. X l PRor CANOPY FASCIA SECTION � �45��,c,�rvEF�%yq� 2 CANOPY FASCIA SECTION � Q 14,24 C3 SCALE: 3" = 1'-0" C3 SCALE: 3" = 1'-0" �, � � OAEBON g PLAN DIMENSION PLAN DIMENSION v;� %a Pacific HwV. 16875 BUP2002-00217,MEC2002-0022( v� v 3 TYPICAL FASCIA JOINT _ 43o( 61 C3 SCALE: 3" = 1'-0° DRAwN, sPAcL AGE CANEPY 30 x 103 _ FNGNFERFD 8 16875 SW PACIFIC HWY � — t'E� GN MIMIT,a CANOPIES AND BUILDINGS SINCE '925 KING CITY, OREGON 2345 N. ROSS PORTLAND, 0-.' 97227 A JEIPY FASCIA SECTIONS LAST UPDATE:9/26/03 l — --- — 4 SUBMIT FOR PERMIT - - 9/26/03 CHECKED 8Y: PHONE FAx CREATED:9/26/03 ! RCW (503) 288-5341 0 (503) 280—1642 ^^ FILE:I,\DRAFTING\SPACEAGE\16201\C3,DWG REV. DESCRIPTION: COPYRIGHT DATE I t I 4 OF ORDER Nc;..162Q1 nen.nqs my the property ut I 1 _...,...:wMAs�!ppm.7Vlpkyi�Yl�xY';"l�#IIC�"•th+,-,."^tgl�R'�IM ,.... typpprb'�,�I+.Mi"N+"r1tl'�' ern�..WnueMr�Ne ` { NOTICE: IF THE PRINT OR TYPE ON ANY III illlili ill illlili ilI i i Ili Ili ilii I Ili Ili IIr r.�r Ili III Ill 'l' Ill III Ili Ili Ili ill ill i I Ili Ili Ill Ili iil 111 II i i Ili Ili ililili Ili . I . i ) lililili Iii hili i — (- 14 1 15 I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I ��- 1 -- ---------- l _ _ ---_1 � _ .. - - -� - - - - - - ------�------- --- �- ----- ----� - - --- _�_ - __---1------_ ______� IT IS DUE= TO THE QUALITY OF THE _ No 36 ORIGINAL DOCUMENTE 6 Z 9lZ L Z 8 Z i y Z 16 Z lo- 2431 I111IIIII�IIIIIIIII�lWW1111111.111111��.Wll�J1111�llll1J1111111111111 N 10/'-6" 0/0 CANOPY FASCIA 6'-3 12'-0" 12'-0" 12'-0" 12'-0" 12'-01' 12'-0" 11'-0" 6'-3" CFR I F1 F1 F1 F1 F1 F1 F1 *F2 CFL FIELD CUT AND FIT F t1r)1k C I I I I I I i i I ! I I I I I i I I I I I I I I I I 22UGA PRE—PAINT WHITE SHROUDS I ,-- I I � 36" BLUE ,ACM FASCIA 'I PAINT BY OTHERS I wo W I TS 10 x 10 x 1/4 COLUMN (10X) I I I I I 3"0 SCH 40 ABS DOWNSPOUT INTERNAL (3X) SEE DWG. CF1 FOR LOCATIONS A _ I I I C4 I CD 1. I I I I I I I I I I I I I I I I I I I I I I I I T01=100.00' TOF=98.50' � a �o q , CANOPY ELEVATION C4 / SCALE: 3/16" = 1'-0" e D3 —AT LOCATION W,/ NO CONDUIT D1 D2 —AT CONDUIT LOCATION FOR ACCESS 30'-0" 0/0 CANOPY FASCIA 20GA PRE—PINT WHITE SHROUD PAINT BY OTHERS FULL HEIGHT AT COLUMNS W/NO CONDUIT 3'-6" 12'-0" 11'4" 3'-6" (2) PC. AT COLUMN W/ CONDUIT FOR ACCESS ' CFL F1 *F2 CFR CONDUIT 20GA GALV 3/4" HAT FURRING @ 24" O/C C FIELD CUT AND FIT ATTACH W/#14 x 3/4 SMS � I �I D1 D2 B o 20GA PRE—PAINT WHITE SHROUD PAINT BY OTHERS } Z + + (4)—L1 x 2 x 16GA x 0'-8" CN ? TIES TO CONCRETE AND ROOF A V #8 X 3/4 PAN HD SCREW � + allF I CD TOI=100.00' TOF=98,50' 1/211 1/2" a fF .� 1 3/4 26., 1 3/4' _ k a . a q 1/2" SHROUD - ( A' COLUMN SHRClUD _ 2 CANOPY ELEVATION _ g ' C4 SCALE: NTS C4 SCALE: 3/16" = 1'-0° �E O f .o p� \ \ �CH21 FES 1 31 Pacific Hwv. 16875 BLIP2002.00217, MEC2002.00226 44 of 61 _ DRAWN E Y R`W7 _ _ ][3 ]E 4C K J ]R SPACE AGE CANOPY 30 x 108 — ENGINEERED By 16875 SH/ PACIFIC HWY PEYTON/TOMITA CANOPIES AND BUILDINGS SINCE 192;; KING CITY OREGON — 2345 N. ROSS PORTLAND, OR �Y/22 LAST UPDATE:9/26/03—! 6a ---- -- - — - — -- -- ----- CANOPY FRAMING PLAN -- ------ -- SUBMIT FOR PERMIT 9/26/03 CHECKED FJY CREATED:9/26/03 t RCW PHONE FAx FILE I\DRArTING\SPACEAGE\16201\CI DWG RSV DESCPIP7'ON: COPYRIG•11 DATE (503) 288-r341 (503) 280- 164 l u ,G 5 ;)R'irR NO 16201 9 s NOTICE- IF THE PRINT OR TYPE ON ANY E 111 1 I I I I I I I I l 1 I 11 Jill 11 l l l l l i III 1 l l l VIII ► IIIIIII III I(i I l l l l l l VIII I I I I I I I I I I I I I I I IIIIIII I l l l l I Ill ill l 1 1 1 1 1111 I I I I III VIII I IIIIIII 11111 1 1 I I l l l l l l l l l l l!' l l l l l l V I I I A IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1 `L � � I� � gI IT IS DUE TO THE QUALITY OF THE No.38 ��-�- 01 ORIGINAL DOCUMENT E Z Z [9 Q Z 6 i 8 [ G i 9 i 5 I ib i I ti i i i 1 i t 8 8 L T9 I 9 ib I £ �i altos I' (lull►ll►�llilillil I,1,�I1,►�►,�„II,111►,�,►,, ,,1►�I►►, ,,,,i„I,�I,III„►I ,I, ,,,, ,,,,i,,,l�,,,,il,lli,,,►i,,,,�,,, ,�„l„�,i,►„1,,,, I�IIIII�, I,�,►„�I„��►►►Ll►l� ►�,� ��►� llll l l��Ll�iilllll� 1 l 111�111k i 1 nR X_R_fF_LIST . 19160 'p Ltscale. 1 Psl tscale: 1 GON ResolvedBAS ✓ MAP DLDE LOGO cgRY STAMP Unresolved EXPIRES 12-31-03 KING ITY9 R GON SHEET INDEX T2S9 R 1 Wq 15, BD , TAX LOT 2600 c 0 COVER SHEET CI . I EXISTING CONDITION PLAN � DESIGN INC. C I . 2 TREE PRESERVAT I ON PLAN 9045 SWBarbur Blvd. 1 PLAN Suite 101 �l c �� C2 . I SITE rI E Portland, OR 97219 - x.25 � � � 3 F:) ion tmmwj IE: �} CJ I �. 5U _ . J. P .7,1 f , r d , C3. ! GRAD I NG AND EROS I ON CONTROL ='�y �1 ;llr� :i, � � � PLAN AND DETAILS j�LL �1 L_��1 . �f -- ..�'I Ty r� C4. , .NORM DRAIN PLAN --, . / I I.' �1 r „� lJr=•=�}t ' I..:'. _..7 I - '11 , r ��.1. .�� li"' =� (W!�/�jl � � 1 rti_.1.�i,—.j - .-.., - J r•��+ '1'�1 '�'• ,� 1 I — n -•...1, 1 1 J i F.,x^r, I j, - ( 'Ilr f,r J ., SANITARY � ==;,� >, r �� f,;rr r 11 -- � ar ,�� I.:. :� ,� �� :�4 '► 4 2 SAN I T!.�RY SEWER AND WATER PLAN �. t-'--rr �-- A_+,•1 _ -l. -li^' -.,.-.:�:.i-+ltd�.�r'�p- I e I `"...�� l E,��` l.i_TI. t •��.�I! 'I--� � • .� y 41 _../rte ,! 1 - I r A4�t_ • _ '^r -- I I,^� I I P yQQ I ` Il. C y.� •'!f,',• - 1 +.L ' 1' .} ry/� C5 1 STREET DETA I LS ,�; �p r ;_Rd, .. -, 1J�1� f u:r-hrr r ri= ---.--�---� 1- t r ` ` I _ �� r - r � _� �.. •' ,- � I _I �., � iLiTIES DETAILS C 5 . 2 U T .. LI� �RJ�---•`� J1 ��___I � �y f }r'�_. h � 1 �y_.,� �.. f'^'I I ,•"'-`^•� L�Il..� � Jrr� � �i� � ,'t-�f 1,('�r� 'r-I" o IViL ENGINEER ., C -14) •,1 �f �- - r�-:-� I_ WATER DETAILS b.. , f _ ,,�- --.�.� I I C 5 . 3 1 ��.. .. T,f1 �► 1I— L , :, I d ; - 1i ] ;1I:.+I'-16 c g rI V1 DL ENG INEER ING 9oa5 s.w. BARBUR BLVD. SUITE 101 � y � C6 . I PUBLIC F I SCHER ROAD I MPROV LENT PORTLAND, OR 97219 .+ r �t,, 1\ , j 503 225— 1679 Y77� "i y E"� CONTACT: GARY DARLING. P.E. . ` �r C6 . 2 PUBL I C F I SCHER ROAD STR I PING � 1 p nil � a>i 00�£ QarkPr - - � C6 . 3 PUBL I C PACIFIC H I GHWp•Y IMPROVEMENT o D E V E L G P E Rco r SPACE AGE FUELS, INC I � � {--,--, ---.� :Tual6tin r ., �-- ,._ �� r. --rl _ xk I GN I N G DETAILS — AND D R I V E �� ; L.� _ r ':I ,� :� ��antrr. =1�+� . C G . 4 LIGHTING AND S 90 I WSW H I GHL (� 1 GRESH AM, Ofd 97030 rf�l r r y tiry � tl,t *iY1 i �� PH: (503) 665 5693 _ WTul�l ,kiinr C7 . 1 PUBL I C DETA I LS 2000'r:Jti�;r;o�uft��or t, i�Eor4lts-sLipp11zrs. .�III rir�F�It reGr�r�dT CONTACT: LAFE FELLER -� PROJECT LOCATION C7 . 2 PUBL I C DETA I LS �„� z E 1 . 0 PHOTOMETR I CS SITE PLAN � :� �•. TY MAS' � VICINI -- E 2 . 0 PH OTOM ETR I LS STREET PLAN IMPERVIOUS SURFACE LANDSCAPE PLAN BUILDING: 8,528 S.F. PARKING: 56,851 S.F. //3\ FUEL CANOPY: 4,080 S.F. G E N � RAL � i �� I 1 �l PUBLIC STREET: 5,582 S.F. I. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT STANDARDS AND SPECIFICATIONS FOR KING CITY, THE CONDITIONS OF APPROVAL FOR THE PROJECT, THE UNIFORM BUILDING CODE APPENDIX, CHAPTER 33 EXCAVA)ION AND GRADING. AND THE AGREEMENT ALLOWING THE DEVELOPER TO CONSTRUCT PUBLIC IMPROVEMENTS. SEE SPECIF!CATIONS PROVIDED. 2. THE EXCAVATOR MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 TO 757.571, INCLUDING NOTIFICATION OF ALL OWNERS OF UNDERGROUND FACILITIES AT LEAST 48 HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING ANY EXCAVATION. REV. DATE BY 3. THE CONTrtACTOR IS RESPONSIBLE FOR CONTROLLING SEDIMENT TRANSPORT WITHIN THE PROJECT LIMITS, USING RECOGNIZED METHODS FOR I EROSION CONTROL AS APPROVED BY THE CITY OF KING CITY. 4. THE CONTRACTOR IS TO LEAVE THE PROJECT FREE OF DEBRIS AND UNUSED MATERIALS UPON COMPLETION. 4 10/02/02 IML 5. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE U1ILITY SYSTEMS SUCH AS POWER, TELEPHONE, GAS, CABLE •TV, ETC., WITH 5 11/20/02 IML EACH INDIVIDUAL UTILITY COMPANY, 'RIOR TO FINAL INSTALLATION OF THE SYSTEMS. 6 01/08/',,,�tHAT Q 6. THE CONTRACTOR SHALL MAINTAIN AND PROTECT EXISTING PUBLIC AND PRIVATE UTILITY LINES AND OTHER PUBLIC UTILITY STRUCTURES. THE �I I � CONTRACTOR SHALL RESTORE ALL PUBLIC PROPERTY TO ITS ORIGINAL OR BET TER CONDITION UPON COMPLETION OF WORK. 7 02/26/03 HAT 0. _ _ I I I 0 7. TEMPORARY EROSION CONTROL METHODS MUST REMAIN IN PLACE AND BE MAINTAINED UNTIL PERMANENT EROSION CONTROL METHODS ARE IN 8 08 08 03 HAT PLACE AND OPERATIONAL. - /l / - Ld -" U 8. ALL AREAS TO RECEIVE FILL SHALL BE STRIPPED OF ALL VEGETATION AND OTHER DELETERIOUS MATERIALS. ALL. SUCH MATERIALS SHALL BE C� Z r _ REMOVED FROM SITE AT THE CONTT=TOR'S EXPENSE. �I l � � (^�L� -- 9. ALL NONMETALLIC SANITARY AND S•fORM SEWER SERVICE LATERAL PIPING SHALL HAVE AN ELECTRICALLY CONDUCTIVE INSULATED 12 GA. GREEN PROJECT () COPPER TRACER WIRE THE FULL LENGTH OF THE INSTALLED PIPE. NUMBER SP0002 7- HIS PHASE a Y, � � I I q. NU MATER'AL SUBSTITUTIONS OR DESIGN CHANGES SHALL RE MADE WITHOUT PRIOR PERMISSION THE ENGINEER AND THE CITY ENGINEER. Date: 10/04/01 1 1. A FULL SET OF THE APPROVED PLANS WITH ALL CURRENT REVISIONS AND AMENDMENTS SHALL. BE MAINTAINED ON THE SITE AT ALL 11MES Scale: NONE DURING CONSTRUCTION. --�-- — I -:L:.: .:�.I , ..x..�:; V) Drawn By: HAT V*=�- '- ' 12. ALL FILL SHALL BE PLACEQ IN 12 LIFTS AND SHALL BE COMPACTED TO AAS NiTO 959 DENSITY. THE CONTRACTOR SHALL EMPLOY A r-- ,- GEOTECHNICAL ENGINEER TO TEST ALL FILLED LOTS. TEST REPORTS SHALL B'E SUBMI 1 TED TO THE CITY AND TO THE ENGINEER, PER Designed By• IML a L_ — - -- - - - --- - -- - — - - —► GEOTECNICAL ENGINEERING REPORT. �- Checked By: GID � I SCHER ROAD PROJECT y0. 86 17 S.W. F 1 /4 SECTION NO. 4717 DOWNSTREAM MH. 1 1804 b 114927 U Pacific HWY. 16875 SITE MAP Y' EUP2002-00217, MEC2002-00220 ' U 45 of 61 a WASHING rON COUNTY EIL.E Nth. 02—u 1 z NOTICE- IF THE PRINT OR TYPE ON ANY I I I i 11 111 11 III III III III III III III I I I I I I III III III III III III III I IIll I Jill 1 11 11 I III III III I I III III III III III III III I I III III 11111 11 III III 1 1111 11 III III VIII I t T A �l_EAR A THIS NOTICE 1 I I I Z I I w..- I- - IL I I - �L_--- � --- -� �j��- - gI IMAGE S NO S S I - - -- - —L ---- - --- Il IS DUE TO THE QUALITY OF THE No 3e - -"' .. ORIGINAL DOCUMENT (�s; I 6 Z 7, L Z 9 Z �Z 6 Z E Z ZTUZQ T B T L T ��l Q I t,i £T « 11111Illlll1111Til 111111 II11II . II1111�1111;1111111111111. IIIIIIII i IIIIIII �III III. IIIIIllllI11113I l ►Ili.►illi►IIL�IIIII►II ►111111 II I1I �11i111111u1III,III�III 1111111111111 Illilllll�llil►llll�l Ili _ 4 XREF UST LWale: 1 Psltsco/e: 1 Resolved DLO-LOGO SURVEY Unresolved CONTROL. POINT TABLE - - It TOPOGRAPHICAL SURVEY !'DINT DESCRIPTION ELEVATION FOR SPACE AGE FUELIN THE N.W. 1/4, SECTION 15, T2S, R1 W, W.M. 1 P.K. NAIL 152.75 WASHINGTON COUNTY, OREGON 5 NAIL. 161.56 SCALE 1" = 30' SEPT 17, 2001 6 P.K. NAIL 156.54 526 P.K. NAIL 154.04 f t:.• 527 SPIKE 157.71 y ' 528 P.K. NAIL 151.79 I 30 24 1812 e o is 30 so 796 SPIKE 158.01 + SO 797 SPIKE 165.34 909 SPIKE 161.67 1032 SPIKE 155 OC ; LEGEND DESIGN INC. J • = IRON ROD 9045 SW Barbur Blvd, O = IRON PIPS » J, a = SET 5/e X 3U IRON ROD WITH YELLOW Suite 101 . a „ Portland, OR 97419 PLASTIC CAP STAMPED D.C.S. INC. LS 1856 CONTROL POINT (503) 2,25--1679 = CATCH BASIN %// ,/�/�. - - STORM LINE / ;f' //``' = SIGN '� ''/ ✓/ ' /:'' 5 n I (� - SIGNAL BOX '/// •�/',!?' / I a - ASPHALT / POWER POLE / { ' = POWER LINE z 1 .... .O._„ = PGE METER 1 u _,_ ;- = DEAD MAN WV ® WATER VALVE SIGNAL POLE = CONCRETE FLOW LINE _ FIRE HYDRANT { = SANITARY MANHOLE = SANITARY LINE s / : "/ ,/•' / ,• / ® = STORM MANHOLE �e / /'%/ Q cv GAS VALVE 1 WT 19 it ------ ____ �____- _ � �� / , / �r f,%/ a - -- = GAS �..■n `� , ,i / J l I _ \� 1. j / ,r / / ,` u� 1 o POST Q 1 il' I ~ ``_• T`+�~ z«"�1 ,r,C,--- 12° z I�: �/. // / / ` // '/ '"�/'•� = VERIZON LINE 1�'� __. . -� ��,,., ~ 2 'V . , // ' / Q VERIZON MANHOLE /G1 F -1 N 89'58 49 W �� 351.19\ 6; Z `` _j1 x'/�"`' --�. fr ;.�ti ;',� ., / /,//;' / // / / ® = DRAINAGE:< , ` / t / E INLET _K / e/ ' I'tr�� ~` '`...r'.' \ .-_-• I�C) ,Sla �I_C � I; u- ' 'r 1It��.I,,IIJI j�4`.''0�,,/r,r;r u„ 1�, 1,} q./I•.a. ,i7if> „A�,R�,M�.•..,'t ;r✓'.r.ta '�,%%I"��rJuJ"y[..1,4tOQ.•r'i.�f''�,(�;"'t, (�)Jw M.�. l�S'Jt AI.z' 6 -rnf-:�b'a-<teti6,'.('•'I'J({�;��frcr3 6" 1 G' J,'„{;T1=r w 1%•�';1 7f15�'r ,/ /,`J'> =�ril<'' r;.i%/ �,- '/ . \/j\I' /// �',,`,r,,/,/'/j/' //,,r/j%♦/ FIR IV /_ 26„ TTi 1 " ®! 12r LE' r' CT7; y cdCED AR 16 ` V 64 = DECIDUOUS I- T '20 797® Ju' Ir' ;7'41P5" HAWTHORNS µ6 rmss1g/ �yw Qh1 } 50 t5L7f r_ 1`5 r � - WALL � SHEDGE ��. [D TELEPHONE PEDISTAL-,2 , , 24„ �1 %R 7, ;4 „ I 2 - I " a• 1� /~` -� /�� ,•�• A, K ,'/ 5 !,. I , f�r:i :; �(/f �1 Jar la" / _ err MAPLE R.7` 10' C7,..r, ;,,. r s{;'.�,��r� Finn,--� -_ / Z ' ✓'VeJ' • %l r_� •wh'-i'/ r , i�' t / ~�,1. , /j'' j' % // /' .. I �(�" �� 1� r yr^.nS.��) :i� �'��'� 4jt`P M� ' 6 ' / �0'r (# //// // / ' / 1 -� L /�� I ''`y��} y r�� ♦J ,� ' j GRAVEL �{ (arfY; .r ..y 1 117" �r u•.y.t R' �� '� 6 LO i 2 i 00 I 6r, .I �'"� r r3''I, t ifQ" 6 Brr �: / ;/ y / ,1 Err'el `�j -'may 1�VERZION LO N r1 - ` / '"fid rl 16'. h. ',u„r ' f../"r VAULT 2 20 �-( ,\• 2 6_.r-_ nor•a` ,:ri ee /is Q-�-_, r f' �1 � // 1 1,i' _i ,s+,• , r' /..S�Mr/S~" sI•'4. l/• •./ •7 /_ (y�/.E..yljt '•I / f ,,-------------- f3 ,"+.r CR (J QF� " f ' TE TABLE ?.041 � l.of 22 N0 r � ,/ �'i8" ' 796 r, 04 (tu' J u. ,�/ I.E.NOTE DESCRIPTION RIM ELEV ELEV SIZE FLOW\� r1 14" 0 f Q CATCH BASIN 151.16 N. - 149.31 12" IN 2 / 'ice f `ir •^.ii- .r,• ,F1 t / �:%!+i / z a / `� ;;�`/ r,�r,� t;?' �� v� / ' /'/' f 1 S. - 149.21 12" OUT -- '' 14 ''I`•" 71"'�tt'_%i f4 ..1 C, , T.+ ��14 ,, ,,y y,.. ► ' 0" 3 f! / / / / 11•' ,. �' , /' '�„i;�{rr,} c1?�, :�� Q,rw; ��• % % // / '' / Q SANITARY MANHOLE 150.96 N. 133.51 ? IN /,� °;. 6 8., +4,f, 16" Iq b,;- ,; I fi if h ._ r,; rn ;116 ' / ,ff / S. = 133.41 ? OUT // / ! 3 STORM MANHOLE " 154.80 N. - 1 z�„ 2 G" r �7 / .�/ j 45.90 18 !h _- / 1 / //1 W. = 145.70 12" IN zG" Y,14 o // S. - 145.75 18" OUT Y 909 / nye 8,r ._.,., I:,' ? _ 8^ '�?° ., <� / / / /,� ___ r " o , ;�•• - ,�,;/` ,, ,r, �MIT", ,n • ,. � � / Q STORM MANHOLE 155.47 N.W. -- 148.J7 12 IN o - r ' �' S. = 148.32 12" Ol1T Z / / 1 s, / .010, Q12" r „ ` fl r / / //' G f ':> 12; �` �4P , .�' � I 1 4 - 1U" . : �,; � '�, 9 G„ J ' 'i` /' !///j 'j` W. -- 148.37 12" IN REV. DATE UY f7''�a - ,-Nt `it fa � �„ ; _ "f/.ir /, 1 ;//' ,�/ I OP - 151.79 --- DRAINAGE,,r :a,. ,{ M�, (� 2., vrr "% / Q INLET T - I Y=' ,� �- ; - F;' \ �,r ,+ 8" ''�. \ I ��/ / BOTTOM -- 150.40 G„r' .i 1 F." •�'I.^� r � ._ �*L�. '��i' &7� c,n { � / � ' � �j / ' N.W. -• 150.40 12" . ,.,-'•'''f �\`'`` /rte,. ''//j;.I.'.til ,�^j // /i,•+:t:a^ �'^'a`�I'1 ```1```�' c,ten8lta,,rR`rC9� �k.�:;lY•�f,+�'�!; lo„ / J2 ?5 _ DRAINAGE INLET TOP 154.45 { BOTTOM 153.29F 0 hFIi I 2.0 154 1 N. = 2" \.•. - F" o - ? f � ;vtt J / 84Q SANITARY MANHOLE 158.38 N. 143.53 18" IN I E. - 143.48 18" OUT t.0 f -- _ %' 1�F.;1 ,r.'' rd•4' f:;' 1032 ;/ '►�. t,•• /' .' % :/// Q SANITARY MANHOLE 156.78 W = 143.48 18" IN I I L-- l,, ,a ,r 4,`:�_ f `,/ , 1„ �� , %i '; E. = 144.38 12" IN t q' >aJ -�` ~ ,-• 10 / � r, !,' / ,/ ��/'/ /' j�/ /,'� //` S. = 143.28 18" OUT � - / �/ CATCH BASIN 154.62 N. 151.27 12„ IN I .... / .�.�►� / f //: / E. = 151.11 12" OUT _ 1 -- ,/r•7,k �_ j;F ? ��__ �(; ' i( �\ 1� `~�� /' f ' ✓r �'/' ' / i/ j/� ELEVATIONS BASED ON WASHINGTON COUNTY BENCH MARK N0. 3 8" 1 A' rr rt ,• �� 'A�� / 48 . _ _ - _ r i . - �i .�it �• - �r- _'Tr �G � N 89 51 44 W 336.10 // _ k� •'.�• �!" � ��j•' i // !� DESCRIPTION •--•�, _,_,• _ _ _ n„rr.'• . ..,....... '._r_-r � '�'--. / �j///� r',i %i / / i�•'' �i/ ,: i ,. , f/��//f ELEV. 139.83 i ,� / / / /._./. ../¢ r / , / c, r- -......_ ..._/ ;_- i:r�- ..��___�� 1 '-•7�-f-^' r '---•� -.r..-r�--Y'' /_J-_/' a/ / ��((�v /,r ;/ ,/ / PROJECT �� ,�C,l' / �; ,' ; '�,, // ,/- 7�;.,=-�/�= ,_ / �/ ;/ / �'' F'ISCNER,ROAD' ', ',// /' ' �� -.�. % /' %_ / :/' , / / ,'// //% NUMBER SPC002 / / , ,r , ,' ,SA / / f', , , / ,, ,• ,ti-�� >• j / i/ / f CORNER BRASS DISC SET IN CONCRETE SIDEWALK ON THE NORTHEAST / / r i / )CL / / /�./i_t / i 1 �r,' _/r,./_ _ ' i' i j / � / / / ! / / / / _t' / J/ / r' i i// %' i // l'••Ns> '% / % r'' /r/ 'r/ 1r R - - •.� 0 NER OF A CONCRETE BRIDGE ON 99W SOUTH BOUND LANES OVER / % / / / / / / / , ' $ ' / G'a-� / ,•%j ,/ f"/ / ' j4 {�]�, r.--7= %, C�JUr!I v'F,c,,;.[�''' t � / ,! /' : /; '.,.fir j '/ /`-�r-' / / / ; / '/ 1 ! THE TUALATIN RIVER, Date: �// ,. ..•---• ',/�/ / . / / /'//%/////i 1 j/// r/;•1/ ,''''r/-,-.>•1�" ; /;% /; !%;/ /'// / , ;• /• / , ,' /•/ '/// /��'/ r,;/ /'///./�•r/��'/,!"T"_" '/• ';• ��'/�( '• /�/i i`t-/ /'////,/'% '/' ' . ! ,/ /''//;//; Da be: _---_/�----__ n-• try / .y /, / �j i / / / ,r / f/`��!-.f,^- /{.-I� / / , Il' ! / / /t / / % i/ / / /'f1 / / / / %rt•'_ �� / /' i / /' r p:. , tY�/J //�` �V,O�/V1 t•'j ;/ / / , / ,/• . ��"/ / 'r // �i'` ,/ i• i / / // / , r ,/ /i// i r / // f / .. v /' / /�i i �!'�...c:._ I / i % / / / 1�1 / / % ' .1 / �"� / / ;�.�r. , / /• /` f _G,/ ' ,L� ql / j/�f Scale: l ,ifl. •fwrir ,i �lrrsr .►i i �i�w.�i" _ i .iii/ it �r ' � , / .:--.r:�. ...i -'�"�i massa-�. ,. o Drawn By: RAT IT ell Detdgned By: U& REGISTERED 17 CVC L.OPME I PROFESSIONAL Checked By: GID o 1`•,\ � LAND SURVEYOR COA r UC""1011 sEgvi'Crn, Inc. 339 W. MAIN STREET o OREGON HILLSBORO, OREGON 97123 503 648-4959 U , JULY 13, 1979 JOHN M. PETERSON 0 1 _ 1856 _ UC I RENEWAL 12/31/02 JOB # 0108032 il f7 • s WASHINGTON COUNTY FILE NO. : 02-918 Pacific Hwv. 16875 BUP2002-00217, NIEC2002-0022f 46 of 61 •A III' IIIIIIIIIIIiilllllllllllll'IIIIIII111111Illlllllllllfllllllllllllllllllllllllllllllllilllllllll __ _ NOTICE: IF THE PRINT OR TYPE ON ANY I I I I III III !! III I I J� I S I i I I I l I 1 � I III III I , ) I ! III III III I I ( I III III I I I I I I I ' i l IMAGh IS NOT AS CLEAR AS THIS NOTICE, I-ll -------I__ ._2_l__._---i_ •� 41 5�- s ( I $ I ,� I 10 I 11 I 1� 1 ��C t..) 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INSTALLATION OF TREE PROTECTION MEASURES: TREE PROTECTION MEASURES WILL !. BE INSTITUTED PRIOR TO ANY DEVELOPMENT ACTIVITIES, AND WILL BE REMOVED ONLY AFTER COMPLETION OF ALL CONSTRUCTION ACTIVITY, INCLUDING LANDSCAPING AND IRRIGATION INSTALLATION. NUMB CT NUMBER SPC002' 1 2, FENCING: ORANGE CONSTRUCTION FENCING ATTACHED TO STEEL POSTS WILL BE / INSTALLED AT THE EDGE OF THE TREE PROTECTION ZONE OR DRIPLINE. THE �� Dente: 10/4/2001 r' PROJECT ARBORIST/URBAN FORESTER WILL PROVIDE WRITTEN DOCUMENTATION THAT ``,t TrIE TREE PROTECTION FENCING HAS BEEN SATISFACTORILY INSTALLED PRIOR TO Scale: i" 20! CONSTRUCTION. Drawn By: SAT I 3. TREE PROTECTION ZONE REQUIREMENTS: NO CONSTRUCTION ACTIVITY WILL OCCUR WITHIN THE TREE PROTECTION ZONE, INCLUDING, BUT NOT LIMITED TO DUMPING OR Designed By: I1[I. ' STORAGE OF MATERIALS SUCH AS BUILDING SUPPLIES, SOIL, WASTE ITEMS, OR -- j PARKED VEHICLES OR EQUIPMENT. THE TREE: PROTECTION ZONE WILL. REMAIN FREE Checked By: GID OF CHEMICALLY INJURIOUS MATERIALS AND LIQUIDS SUCH AS PAINTS, THINNERS, CLEANING SOLUTIONS, PETROLEUM PRODUCTS, AND CONCRETE OR DRY WALL- EXCESS, CONSTRUCTION DEBRIS, OR RUNOFF. NO EXCAVATION TRENCHING, GRADING, ROOT PRUNING OR OTHER ACTIVITY WILL OCCUR WITHIN THE TREE J PROTECTION ZONE UNLESS DIRECTED BY THE PROJECT ARBORIST/URBAN FORESTER 1 PRESENT ON SiTE AND APPROVED BY THE CITY. I i � J . 4. QUALITY ASSURANCE: THE PROJECT ARBORIST/URBAN FORESTER WILL SUPERVISE PROPER EXECUTION OF THIS PLAN. THIS INCLUDES VISITING THE SITE PERIODICALLY C 1 • S DURING CONSTRUCTION TO ENSURE THAT TREE: PROTECTION MEASURES ARE FOLLOWED. DOCUMENTATION WILL BE PP•OVIDEU WITHIN 24 HOURS OF ANY SITE WASHINGTON COUNTY RLE No• a 02-918 VISIT DURING CONSTRUCTION. , Pacific Hwv. 16875 SUP2002-00217,MEC2002-0022( 47 of 61 ,...__,,,.m' ,arx w..,.nla,aow.,,>4,«..n,,v,. �•3ta'c+:'r.."�',,. �'.>. :, cz, � 9!�''. 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I f`-� r; / •/ / / ,/ _. !! 1 _.L�, L /C% I 'C •1 / :'�i� / / /I/ / / / i j I I c- ,-- „-- -- �- -v- a ./-� e _.1 ' .r, r 1 a u .r _ :C;'�_•_"T 4 yam. a .a .r -^-. -�•+-�, ; ��.''� `i�/ / / L/.•. / j /' ,' ,/ !' / / / �•�. �.. _ .r - n '4 n .. •,- .. - I ,�:.. a. � .+,``f ! / �/ `y'', ' �.•.• • le. u �.. / CGNNEC T 10-EkiSTING - --_ - ---- --- -_- __ -' �� / s{ 1; , / /�./ ,/ / li / /'"/ j, ;. i'' r /' � �. �:;'< , NOTE: STORM CATCH BASIN v /, / y '., , ,• / r' , rS 7tit$oYnx-rr: I, t r 1 t A It• (TO BE PROTECTED) PIT I VERIFY ELEVATIONS .t';�`i+*�,r ., '.,,,!. ; ,/' VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR CONSTRUCTION / 1,c - ,, ,*•7 `�'"` PRIOR TO EXCAVATION AND CONSTRUCTION. Pi Z/ ;! // , / / �.».,LL�, .,f•.,.� �y:; .-;�.YJ::.� n,h ``'"." '�";'•`�; 6 109/04/031 HAT CONSTRUCTORS TO LOCATE AND PROTECT ALL EXISTING UTILITIES. STORM DRA 1 N NOTES PROJECT 1� NUMBER SP0002 j� 1. ALL MATERIALS, INSTALLATION, TESTS AND INSPECTION SHALL BE IN ACCORDANCE WITH CLEAN WATER SERVICES AGENCY RESOLUTION AND ORDER 00•-7 DESIGN AND CONSTRUCTION STANDARDS FOR STORM SEWER AND SURFACE WATER MANAGEMENT AND STANDARD SPECIFICATIONS PREPARED FOR 'THE PROJECT. Date: 10/04/01 a 2. STORM PIPE SHALL BE POLYVINYL CHLORIDE (PVC) AWWA C-900 OR EQUAL AS APPROVED BY THE CLEAN Scale: 1"=20' WATER SERVICES, UNLESS OTHERWISE SPECIFIED. PIPE SHALL BE WHITE IN COLOR. -- Drawn By: HAT 3. INLET LATERALS SHALL BE PLACED VERTICALLY TO AVOID CONFLICT WITH WATER MAIN AND SANITARY SEWER -- INSTALLATION. LATERAL PIPE WITH LESS THAN 3 FEET OF COVER SHALL BE DESIGNED TO WITHSTAND LOADING. Designed By D&L •W 4. WHEN EXISTING FIELD DRAINS ARE ENCOUNTERED, CONTRACTOR TO CONTACT CITY ENGINEER AND PROJECT w ENu1NEER. Checked By' DID ti 5. PRIVATE PROPERTY - CL.EANOUTS SHALL BE PROVIDED AT 100 FOOT INTERVALS AND AT HORIZONTAL_ OR o VERTICAL ALIGNMENT CHANGES EXCEEDING 45' (CUMULATIVE). NO 90' ELBOWS SHALL BE USED. ALL PIPE U WORK OUTSIDE THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH THE UNIFORM PLUMBING' CODE AS ADOPTED) BY THE CITY OF KIND CITY. a 6. STORM DRAIN LATERALS SHALL BE 6" DIA. PVC PER AWWA C--900, AND SHALL BE WHITE IN COLOR. 0 a w i. WASHINGTON COUNTY FILE NO. : 0"e.2-918 Pacific Hwv. 16875 BUP2002-00217,MEC2002-0022( 50 of 61 11IIIIIIIIIIIIIII11111111111111111i11I11111111111II(fIIIIIIIIIIIIIIIf11II' iIIIIIIIIIIilllI1111111I ____ • ,; ,.,,, NOTICE: IF THE PRINT OR TYPE ON ANY 1 I I I � I � I I S I � I I I I ( I � I•� � ` � S I L � I � I � I � f � 1 � � L � � I f � � � � � � IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 I � I �s � 4 � 5 6 ! ! � I IU IT IS DUE TO THE QUALITY OF THE Na 36 ORIGINAL DOCUMENT £ 6 Z S Z U1111�119tiilil l z0 6RTL t1 1 $t ill 0i t tit t t i 6 I S L 19 9 T11M� l11III �11�� I1 �� I� Wll.�� 111II�� 111till��l��I��ii 111 111i1"1'111�� 1111I1II��1�ll�1,111 1 I�I��I , I� II��I l 11�11 11 I I 1II LI ILII III II�IIII l l► Il►1�►ll►Ill►l�1 ill►��I�Ill��illl ll JJ 11ll11111J111J1 llllll�Il11 N► _ -- __ --- - il ,r / XREF LIST _ -- - -- - - - _. - - - - - - - - _. _ _ �. ./ !' / // ', +' '' /" / /, / ' 1 �/ / /'// ,/ / f f '�//� /�I I r /i� r�� /j// / ��t Ltscole: 1 ,`, ., ,- / "1 1 Psltscale: 1 I I / / /' / / `f.f' -------- a ,� I ,. .,,�, / /' / �, ��, f%� ' /_i /'a /r / c�i� `0 19160 �'�' Resolved -- / / ' , •` // / j/ // r BASEMAP `/ , OLD-LOGO �,------ _ ---- ( /. ' ;/' ',_- f I'I 1 1 !/ / 4 QRRGON SPCO2X10 _ ___��_ y' % / ,/ ,�'' , I-�'' / / / y �Y 15, X99 G STAMP l ' ,--.`__it., / 9 �! 'T j ,/ C �'� 11 tmcs 2°' WATERL!NE FOR SERVICEA 6 CO I ,/ %j '* - ,� ,' /// / " -------- TO FUTURE 8U I LD I NG �+�► ... �. IE 154.80 .<.�..�.,>ry.,...vt- _..�.,..,.z.�_ , ...,,,.�..., ,/// �,�'/ ,,/ I/ , / / EXPIRES 12 31-Q3 Unresolved _ (2) 2" WATERLINES TO GAS STATION �� ra ,,.. -' IE 155.00 ,, / :._•"• 11'i. j / / ` �. 5pc02X60 BU I l.D 1 NG AND TENANT SPACE ! - __ Z 4 - 4" SAN SEWER I /r I . / ,'°`. I' /,/ /'.. ', / 2" WATERLINE FOR _ J C5.2 �; SERVICE 11 I , ,,' �/' / j ,/ / / / � 1) r I ,*..4-..-j � __ '� . IRRIGATION SYSTEM 41.5 LF ."ii ,/ Ys'�. ,' ,- / / �, 2"x I TEE - 6 WATERLINE TO FIRE HYDRANT S=0.010 >-:. F.F. 159.00 1 / /' / / / / 210x2" TEE � ,. I - - :.r.:y i / I , � ; SCALE: 1 =2D • _ , ;- i /' W . - :..t.:.`I WATER SERVICE FOR i % ;', •,; ,a:; ' [ �1/ / ,,6/ / / / .I:..,.7,.�- FIRE YDRANT ASSY `'r GAS STATION N / I./ % ;' // / .. :::::: •: , (3)- l " REDUCED PRESSURE r _:_ -, III 2" WATER FOR 20 10 5 0 20 I ' 1 ,_ /1 4 _--. ___ - - .:�:� I - ; /; '/ BACKFLOW DEVICES r�� ODl)T IRRIGATION + I 1. _ !T,� V�.U L T ! /'/ I,/ /` // ;' e = ( SEE IRRIGATION PLAN = I e C5.3 _ .,�; WATER SERVICE FOR u`<_' }, . -� //' /' •... '' _ /j//; / I N -: � �/ / , DESIGN INC. C5.3 I _ PUBLIC 6 DOUBLE CHECK (L I . :;.,.1 TENANT SPACE is_ . .,. f /r' I // I I DETECTOR ASSEMBLY 5 I �' �.:. r'-,. ,.:".-:,+:' I) (;r I , II /� % r` j // ;I. 9945 SW Barbur Blvd. . CURB S ' ;'>. �,R,•. '-� �=--T`T :,._. ,,, •r. ---=---,.._;:.;r ;: i , z. •• r , / I u'te-. 311 /i; - -......:, ____ __� <-. r � d . Suite 101 /__:-5**_% � I'J _ / I �� f I / OR 9721 I /` Portland, 9 _ I• F _ -- FUTURE I• - O �, I 1 'L I �� -. ..may' - _ .., .. (3) I DIRECT TAPS I O C3.. 3 _ z a. .1�-' _ . � _: y = l T j , /' �"'f�,;• ; //) (503) 225 167 9 I WATER METER 1) / � t �t Off, :3_ _. \ _``'{•, I r ',.:a I 1 i / \. / �_� ,�' �A - O O' It \'` �9- III I ,' I / � / !/ :/ Jar 1 V _ �`� I / li/„ / I LL I 3 �PUBL I C .1 . ,,�'`_`,,. ! `lr. O• /i iv \ �.�,.. I _ , J // / % / I I I " WATER METERS ! I Lin ' ?„ a i � / �4 w !� - PUBLIC WATER EASEMENT ) ( '� I '- -- -- ri I //'I '" �� --- /q f. 2 d \. / 67.4 LF 2" W N M i / // I/.1 `� / // +: C5.3 1 R.O.W. LINE " I - „� / I /' / / f/ ,. i. 3 ��_._/ / F CO r I / I , c 1,. j'-...r - -,;�, IE 15:_.85 "'tIzz. 68.5 LF 2" W ` �i: ;I / i/ /j / I / I I ? ' / 'I IE SS 152.67 I �1� W I� J // � (1ID z ;//,' /' // / » 1, l% r 1 / I 1 I' ;' / � WA TER CONNECT I ON DETA I L 2 WATER SERVICE IE SD 154.66 I �, /I ,; I r ,; ;' /' /' I a I C5.2 � , I/ / / / / � may' 14 Iu - 1 FOR FUTURE BUILDING, I �.. ct� F � I I I ' ' ' / / 1�-f- 10 PLUG FOR FUTURE ! 1' ,� � I I I / I, �?� CB RIM 157.70 CB RIM 157.70 CB RIM 157.70 CB RIM 157.70 ;I i 1/,/ �J�/�i` / /j CONNECTION I �ti h IE 154.50 IE 154.501 IE 154.5, IE 154.50 1 1 I / 11 / 11 1 6» wYE �r F .,tip' (TVP.) (TVP.) (TVP.) (TVP.) i I ! I/;/I I I - %j'�// I. //�I/, I� IE 152.15 26 <, .. r -:.vex�:.. �- r - U:P'- z irr---R .-LT -- - / ' . / I/ '�.'ji••iT^.... 3' =iC A.. .EC :::7•...-.^••r.."�, :.._-...�.u'f.=--...:..��:�Z" .Pte,'.T•R.-.••7•'_'G-.s'£.�. -,1 I 1 �•' l'jj, ' / L -� - I- 1 ; r t �I / u/ / ALL WATER CONSTRUCTION STANDARD DETAILS 2" W » ' yE�I ` r iy I� 1 % ,I 11 U_i i/'(r Ot ,/ f / SHALL BE REFERRED IN SHEET C5.3 IE 155.00 35.2 LFA 4 Ipi! 1p" IFl,i JJ I / /� i 1, / `l;/ �/ � j ��yy 6" SAN STUBOUT S=0.010•-., I C_ 1 '' j r I '_j i `'I , /' I � I 1 , / /' ' = PLUG AND MARK FOR k' CO U I I1 I I,// / /FUTURE CONNECTION :^4 -�. :�,t�,3�=__G;_�-:� �'.� -�� - 'm's�1f(i? �.� I ' r'1 ', IL� r PLI- _ I'll, / I 1/ �,t ,/ E-+ ,/ 4 1,. °°o `" l °l n ^ I 1, " 1 I '' ! / ? I�j ' ;' ,i�ll1;/ // ;'i //,:r i ;/ 1/ 11 J CL 49!4 Z 0:: ...._ ..� >,`,,'•` C5.2 6" CO an o 21-- �[ J c 5o I �� i ,; 1.I1f ,//'` ., / /,j; I /i IE 152.68 _ _. fi I / ) f / 1') 0 " [ N � N � Nd ¢ I / / ' ✓/ IE 150.8:1 O "R`� f � 11.25'BEPID AND 15.5 LF 6 - " - �_ 6 CO C5.2P64 0 d _ !_ '� ' ', �41 � ;' / O �., = IE SS 152.55 _ I / ,,, / / 1 / $ , w I �' 3 - -THRUST ki!0('K S 0 020 80.0 LF 4 SSS 0.015 - r�IE 153.64 I. I I�I / / N / 4 k s ,; :;I t,,r-77_- ,r _;'_ --- L.. -.;,�fEr-:SD;:T154-,- gr, . � ---� •��^•R:1; r-m� 7r RL 1 1 + // / O O19 j_ - �C.t�G� t� -- I��' `� = _-I. G ._, ..I _ 3 I. Iv,R r .� / I i 4. / t*• N f. c _ ��. -- -- .:t?:t!�a... -.___. l,f e_e.__��? `•�.� •ti)'�Li.�4ri� -_1 t�_� �tza�:-r ne._ } I / l I I I,/ / /d ' �.'' ' t" f O �i/ �� OIL/WATER SEPA< TOR `'� > .! ; XREF UST a • a + .� • • - - •., • _ .pa 4. .—._.¢ " , V - - 6 SIDEWALK AS APPROVED, BUT NOT LESS THAN 5 8 PR LANDSCAP I NG 6- I � OF/rp ---- o/e_ 1_ V ^ a . • ,'. •' a ,. - t; I N g / `r Resolved O • a •. . — _ 19160 84 O� ----•----- } � y� :4S= 2.0% (MIN.) o� OLD-LOGO _ H a - 4' •. j , a '• 5=5.0/o MAX. _ STAMP J i o N •'.f A d G L, rr\ L o a F I N I SHED a, aBro� _ ------ -- _ a Q �� !� o L� 0 a ,y, SURFACE - a Unieso/ved - - _ a o a coo EPDXY BOND • 1IF 4 IRE PAVEMENT C✓�' is ,,�'� �v ° CRUSHED DEPRESSED CURB FOR „ �� I� GRAVEL RASE -f ( DRIVEWAY ( (" LIP) EXPIRES 12 31-03 24 O C. 24 O.C. 4 " " " DEPRESSED CURB FOR ----� 13 BARS - 4 BADS 2 OF 3/4 „-0 CRUSHED %�'j ACCESS RAMP 0" L I P 1 (TYP.) CONCRETE SLAB (ryp.) ROCK OR 2 OF SAND \�\\/\\�\\/\\�\\��\� ( ) CONCRETE SLAB 9 #4 BARS STANDARD CURB TYPE 3 BARS CONCRETE BONDED EXTRUDED CURB STRA 1 Gil T CURB o ! . •. y' • • • p ! . • • • • a • - d - : •. ; SIDEWALK NOTES:A.4 A4 CURB NOTES: 1. BEGIN SLOPE AT BACK OF C1,RB. 1. ALL RAD I I SHALL BE 3/4" EXCEPT AS OTHERW ISE SHAWN ------ DESIGN INC. C'41 '`� �'`�r�^�^�^ `� `�r `r`�^�r`� N �� r� -��.� �•� ��.�. 011MIA 2. ALL APPLICATIONS: CONCRETE DEPTH DRIVEWAY SECTION = 6" AND 2. ISOLATION AND EXPANSION JOINTS SHALL BE PLACED ONLY STANDARD SIDEWALK = 4". A5 SPCC I F I ED 9045 SW B�rbur Blvd. COMPACTED SUBGRADE COMPACTED SUBGRADE 3. 1 1/2" TOOLED JOINTS SHALL BE PLACED AT ALL CHANGES OF DIREC'RON 3. CONTRACTION JOINTS SHALL BE PLACED AT 15' INTERVALS Suite 101 3/4"-0" COMPACTED BASE ROCK 3/4"-0" COMPACTED BASE ROCK AND POINTS OF CURVATURE AND AT A MAX. SPACING OF 10 FT. UNLESS OTHERWISE SPECIFIED. AND SHALL EXTEND AT Portland, OR 97219 LEAST 50� THROUGHT THE (;URB OR CURB AND GUTTER. (503) 225-1679 4. CONCRETE USED FOR SIDEWALKS SHALL MEET A 3,000 P.S.I. COMPRESSION GENERAL SITE SECTION OVER FUEL TANKS STRENGTH IN 28 DAYS, WITH A 2" TO 4" SLUMP. 4. A CONTRACTION JOINT SHALL BE PLACED ALONG AND OVER WEEP HOLE THROUGH THE CURB AND THROUGH THE SIDEWALK. NOTE.: 5. ALL SIDEWALKS SHALL BE LOCATED TO AVOID EXISTING AND PROPOSED SEE H I LLSBORO GENERAL NOTES FOR COMMERCIAL DRIVEWAYS INTERFERING STRUCTURES, SUCH AS MAIL BOXES, STREET LIGHTS, FIRE 5. WHEN SIDEWALKS ARE CONSTRUCTED, EXTEND WEEP HOLE ANC SIDEWALKS FOR CONCRETE SPECIFICATIONS. HYDRANTS, UTILITY RISERS, TREES. ETC. TO BACK 0` S I DE NALK. INSTALL COUPLING ON END OF WEEP HOLE. - pAVEMENT SEC T 1 ONS 6. WHEN I�ISTALL t NG CURBS WITHIN EX I ST NG ROADWAYS, ' 2 CONCRETE SIDEWALK REMOVE AND REPLACE PAVEMENT AS REQU I RED (2 FT. M I N.) CS. I N.T.S. C5. 1 N.T.S. 3 CURB DE TA 1 L S TDP DF Hl-ISLAND O EL, 102'-0" pG � TDP OF LO-ISLAND EL. 102 -0" DISTANCE; PER PLAN DISTANCE PER PLAN LADDER 36" 0 RISER 36" 0 RISER WATER QUALITY MH ~ AC PAVEMENT U ^ I I (T�'•) RIM 161.90 RIM 158.50 BACKFILL RIM 158.20 F�1 _j All a PER 1 ! ALUNINIZED " ( - C3 I PLAN 39" STEEL PIPE 12 TEE ;'OVERFLOW 0 3 '. I 'p ,"- r2 I I OR HPL�E i o o - , 11 ►� 11 11 - GROUT AFTER A ,E :: :15663 I 1 IE 154.78 I I IE 154.16 ,o J C.D - 2 TS I OX 10 2 2 z ,f` ^,;�,;'r;,`� f I I 1 IE 154.52 _Ile - -r - a COLUMN ERECTION ? ftYj,�`�;�/�`Z� 6 �J o z { I Q BY GEN. CONTR. �,> �• ,f, r ,� �✓,. ,. r r 18" I I , i ', ti ` } , . �, +' 4 �I y A , r' \ •✓ 1. .�h �: , �• J .- ,. �• l O , �.�Or �\,?d A ,. rl �, i f,d•� r �`�i h�/4 ` �,A�,!r f �,'•�.'`�r�1 i'• \E'�• f"r r' � JI o ' /� ✓ if �,•°if \�F IX/ ��h, . ��.J' t,.f '�•R ` t r ' \ r )1 y4✓a''!,r J ti 1 s' Ld z �; ,. NATURAL SOIL �' <,%r� �� ,. ,`� 18 �" d 1 '. - ',�'� \\`�• .�,�' iw,.,`.J ,, ,f. -'� , ` �,, .� 4f"!y�/° Af ,/f, ''" -,12� CAP WITH .- > ;� ,�ti`'i` '�►'' �,' ` � `' •��•4 55 0 ORIFICE o _ FROST L I NE OR 90X ;'� .ti ,'�.;�,� ��;:� •�.;` ` ,. ,., , a(LIm - -a COMPACTED FILL "�� ,;� .� �, ,�;,� , °, ;.•,. , ,,��, , � .,,�: ,,, •�::� . . -- - ,+ * r�,•'':r',,. ,�.' ',,•'� �.\� 1\`� z�; �',� .,1.f'.•°� ' ;;;,r�; •��,rr�i �;r;4"t �0�';'hr�r `ti'% //WIRE CLOTH STRAINER ` `''`• ASSEMBLY PER - -* t• � !� , .� �f•,r ' '�ODOT DETAIL 475 IIII II z TOP ALL FOOTINGS a a �� _ s STORM DETENTION F ►� DETAIL El. EL � I IIII � - J I A W C5. 1 N.T.S. REV. DATE BASE PLATE �� ? 11 11 I 11 11Ri'1'i -1/4 XI8 XI -6 o 1-1/40 THREADED ROD _ cOr n ASTM A36 F - 36 ksi W PL-4"XII "XO'-4" - — STORM SEWER MAINTENANCE NOTES / a ;. F/RN I SIHED AND 1 a i r- � STORM FACILITY TO BE REQUIRED MAINTENANCE, INSPECTION, AND "' `D INST. BY G.C. 0 Q , CARTRIDGE REPLACEMENT SCHEDULED TWICE A YEAR, AND TO BE 'r' 'b r I'_-2'a RI B)#4 S � INSPECTED AFTER ALL MAJOR STORMS. � , ,.,;ins;;�a . I�a.�• S(J)#,. S EA. FACE w/ I a Ll I BY G.C. �'- \f' \` J I ES ® 12"O•C• L -_ -_- 4 --I T(ES ® 12110.G• OTHER ACTIVITIES RELATED TO STORM FACILITY SHALL BE REFERRED 09/04/03 HAT TO THE SPILL PREVENTION CONTROL AND COUNTERNIEASURE PLAN, Y G.C. I Y G.C. OR CONTACT FACILITY OWNER, TELEPHONE (503) 665-5693 �' • .°- - PROJECT • • � � �''b5,,.s,.,uer"� '`•A. '�1tr•, ►� \"..,,�, .•/' •„•.'w•�r-r.s•s•' 1 „ _— •4 `�. ,>✓ NUMBER SPCO02 1 O P L� _ 4 _ _ BOMD FOOTING PLAN Date- 10/04/01 Scare: AN NOTED I POUR ALL FOO INGS U 1-- 3// MIN, AGA I NST UND I STUBBED SOIL Drawn sy: UAT "'_ 0 Designed By: HAT • w 3'-O"--ROUND �; - ---- - - Checked By: GID 3'-0"--SQUARE U 4 G-ANOP Y FOOTING DETA- IL (FOR DOWNSPO,ZVI UT U �5. i N.T.S. 'WASHINGTON COUNTY FILE NCS. : 02-9118 Pacific:Hwv. 16675 HUP2002-00217, MEC2002-00226 +:lq!„oMp„r..,...„w .. �roemxw.rkmr•�vey ..w,.�•,..w........,...,,...,.a 52 of 61 NOTICE- IF THE PRINT OR TYPE ON ANY Jill ; JillI III,MAGE IS NOT AS CLEAR AS THIS NOTICE, I � � � � + � iT _ _ _ __ 1 _____ ___ .� L I IS DUE TO THE QUALITY OF THE _ No 36 ORIGINAL Dt��UMENT T __ --- . - -- -- -- -- - -Li �� 6Z � fiIZ £ Z9it � R ., 9i, II I�III IIIIIIII II ill I�III�►II I�I �� J'li i� I. I � ii �I�i I�� I IIII. �IIII�II II�III��I�Ilu�l�llilll�1111111111 � I �lll I I I I� 1 LW1111L 11ll.1 I �1�11I I . i No 1:121' XREF LIST Spring Assisted Galvani;ed Diamond Plate Doors w/Locking Latch ,`��-D PROfF,!' s'o" 28"x28" C.I. GRATE Full 160"Open • Ps/tsco/e. 1 TOPSOIL SURFACING _ 5'a^ / �' S G I N 4r,& / -•__ ___ - OR AS MATCH EXISTING MATERIAL �� ! �° Dia. Innen W/ BICYCLE BARS �� f 4'tl (2 P a i p) �a, 19160 y -- � DIRECTED - - i �a��%� Resolved - jo ; ` u _�, ------- N BASE MATERIAL •� � �' Spring Assisted ! r_ __: __ _ -- _ - _ -- -m- .__I DUCTILE IRON OUTLET ° OLD-LOGO . ` �j/ ��/ �///�� Galvanized Diamond Plate Doors l _ _. _ -- I a ��/1 /STAMP // �� w/Locking Latch01 - - -- --- -1 �_O GON� I �--" - �'' - 6'4" I I I I DUCTILE IRON t° � -------- I Y ^ Zx : 2-Ton Lift Anchor ` I I 45 BEND TOP (2 Places in Top) _Unresolved - ° - n Ill No.64-352P < I m 1s', I a� I 0� -CDF. Q 1.5201bs. � +-E I ( `° `s' aV NV I � I "mom • ® I I I I q - , 1 l I EXPIRES 12-31-03 ! U z I v�' I U a I cJr' '� I ( I I DUCTILE IRON PIPE r�6" MIN. r . ww �__ _ _.. __ _ __ __ _ ..� SIZE AS SHOWN ON PLANS --1- 1 I O ! z I a •, . , v � c Ton Lift Anrfior- ?= I I r dc I i I (1 Each Comer) �_ _ __ _� ._ ___ - .__ __ _ __. _ __ ._� (LENGTH VARIES) o I Z HINGED U 4"?VC -- -- - --- ----t---- — OUTLET PIPE (2)-2-Ton Lift Anchors (2)-Y."Dia.Lift Inserts � With Sampling Tee " PLAN VIEW � CLEANOUT 12"MIN ABOVE OUT5IGE 4 PVC -a' PVC PIPE TO SYSTEM OF PIPE BELL 4"PVC WOUTLET nP9 PE INLET PIPE INLET PIPETee With Tee N Hold-Down Risers Available With Tee Butyl Resin Sealant For Coalescing Medla W W. 24" MINUi I N ow w ____ DESIGN INC. W to 6'-0' E 4 s� E 24" SQ. 10 GA. OR 1/4" a .LUQ' BASE ASSEMBLY v oPLATE INTERIOR & No.660-CPS-B - EXTERIOR PAINTED 9045 1YBarb u i Blvd. 649011 o IL. AS SHOWNSuite 6" MIN " IN ON PLANS -- W/ ASPHALTIC PAINT Portland, OR 97219 s Base 5,450 lbs. } 5'-6" 2-Ton Litt Anchor (50v3) 225-1 G79 C9 Baffle 470 lbs. (1 Each Comer) t �Q " otal 379 lbs a 6,490 lbs. o in 3 S YPHON CA TCH BAS 1 N s �� —6"MIN. BEDDING BELOW I m -- Wm NW OUTSIDE OF PIPE BELL i v�-= - C5.2 N•1'•S. ,. 3 1 f h, a .\Q Oil Retaining Baffle �'< •_ GENERAL NOTES: aF C �i 6,0" TE 'Ileo f111l8J11fA7'OE IY�Gtt1aNT I • - s �O.mi�/SCP' TRENCH FOUNDATION COALESCING MEDIA ;� Oil Retaining Baffle Coalescing Media-/ Sediment Weir U.B. PtT�iT No. 5.328,629, 1 1.) STORMFILTER BY STOR►AWATER MANAGEMENT, PORTLAND. OREGON (503-2.40-3393). STABILIZATION, AS REQUIRED NOPE: SECTION AA No. e,etk.e?6, .►►m QTM U.S. SURFACING OF PAVED AREAS SHALL COMPLY Se;iiment Welr FOR CUSTOM APPL.ICATIOMS 2.) DETAILS. ITERS f{EQUIRF REGULAR MAINTENANCE. REFER f0 OPERATION AND MAINTENANCE MANUAL FOR AND FOMGN PATEI'M P1SING / THE FOLLOWING INFORMATION IS NEEDED: WITH STREET CUT STANDARD DRAWING. y 3.) PRECAST CONCRETE VAULT CONSTRUCTED IN ACCORDANCE WiCH ASTM C858. -Top of Separalor Elevation -Inlet and Outlet Pipe Sizes and Elevations 4.) EXTERNAL PIPING AND COUPLINGS PROVIDED BY OTHERS. 5.) FLEXIBLE COUPLINGS TO BE SET 18' OUTSIDE FACE OF WALL FERNCO OR ENGINEER APPROVED. 660-CPS Is available set up for future installation GENERAL NOTES: P 1 PE BEDD 1 NG AND BA CKF 1 LL of coalescing media and designated as 560-CPS-R 1.Baine and Weir to be Precast Concrete BASIC DESIGN INFORMATION: 6.) SEE PRECAST STORMFlLTER DATA SHEET FOR VAULT DIMENSIONS. ELEVATIONS AND NUMBER OF CARTRIDGES. r� I 2.Static Water Depth=4'4" INFLUENT CHARACTERISTICS- 7•) ANTI-FLOATATION BALLAST TO BE SET ALONG ENTIRE LENGTH OF BUTH SIDES OF FILTER AS SHOWN. cn 3.Contractor to: Oil Specific Gravity=0.88 SEE PRECAST FILTER DATA BLOCK FOR BALLAST WIDTH AND HEIGHT DIMENSIONS. C5.2 N.T.S. 660-CPS For Details and.1 ddition it information,See: Fill with Clean Water After Backfilling Is ComplFte Operating Temperature=50• and Prior to"Start-up"of System g p l h ` HIGH PERFORMANCE " Influent Oil Concentration=100 ppm rs . •Reverse Side Mean Oil Droplet Size=130 Microns 0.033 ft/min.Oil Rise Rate OIL / WATER SEPARATOR ACCESS UOOh, Section Designed Per Washington State •RISERS Section Department of Ecology Projected Coalescing Plate Area=444 Sq.Ft. FLOW EFFLUENT COLLECTED ANTI-FLOATATION BALLAST Design Flow Rate=110 GPM RATE QUALITY SIZE ALTERNATE PIPE IF FIVE OR LESS CARTRIDGES Maximum Process Flow=415 GPM 110 GPM 10 ppm 60 Micron (BY OTHERS) N g 'ITEMS SHOWN ARE SUBJECT TO GRANGE WITHOUT NOTICE. PRE-CAST ALTERNATE 10 (- n 1999 Oldcastle Pre cast,Inc. Issue:2000 CONCRETE VAULT a: ENERGY DISSIPATER ^ MAINTENANCE NOTES. OIL WATER SEPARATORS TO BE INSPECTED MONTHLY AND RECORDED ON THE 1 .' •. A RD CAST IRON OIL/WATER SEPARATOR REPORT KEPT AT THE FACILITY. ovTIFT I� W FINISHED GRADE FRAME & COVER 3 BAY OTHER ACTIVITIES RELATED TOI lull I r OIL/WATER SEPARATOR SYSTEM SHALL BE _ _ REFERRED TO SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN OF THE F? GROUT—i I == Ivo _ 2" MIN. PROJECT. OR CONTACT THE FACILITY OWNER (503) 665-5693 u -1' X 2' SUMP Z e� 6" MIN. " MIN. z 01 L WA TER—SEPA RATOR DETAIL �— '� OTHERS) � 711 I—o I I I �I I All C 5.2 N.T.S. „•,•'• ^ OUTLET PIPE 6 LADDER (T)f.-) (BY OTHERS) FLEXIBLE COUPLING (2y OTHERS) COMPACTED FILL -`r j- o I I ° I �' '� - r ENERGY DISSIPATER (TYP) f - 450 BEND ° ° I= . —) I o I — I o I i ,.^�°"� -•w THE L n ch CO., INC. WYE BRANCH 11= °° I o , ( I- Y/ GRATE FRAME . _ - . _ o .•_- : -_ :a. _I�•�— °°o / � j o� y . - _ -'• -RAC�UIL FLOW Y4 rr-0" ROCK BACKFILL ,� PIPE MANIFOLD Ill I =III=I ( 0 o O 0 n t;A.rtTRIDGE (TYPE - o o O WATERSEAL d 6'x8' PRECAST STORMFILTER'�— PLAN VIEW 1 2" SCALE: N.T.S ----- - ----- - - ---- ' ;� 3" OR 4" NO-- 1 _ o ° _ HUB CONNECTOR 00 00000 �, e o o N III=III- ° .' _ o -off��oT.�o o 111= I- I i L_-III= I—_I I hI I ISI 11=1 11-- t -PIPE AS SHOWN N III " ON PLAN r � a w I< 2 - 3'x3' DIAMOND PLATE DOORS (TYP), TRAFFIC BEARING LID (TYP) REV. DATE BY FLOW- TI-IRU PLAN I r.. JOINT F` �,,#�, r 2r,�•; x OVERFLOW SEALANT (TYP) • r'L; h �--- 24"DIA. X 8" CONC. COLLAR SeFC I F I CAT I ONS ADJUST COVER TO _ FLOW SPREADER ROUTES _ FINISHED GRADE �--STANr)ARD CAST IRON 1. ALL STEEL WELDED CONSTRUCTION. s� ---� LADDER (TYP) 3 JOB/30/021 HAT FRAME AND COVER , 2. 10 GAUGE STEEL MINIMUM THICKNESS _ ,,.�• RARTRIDGEO(TYP) 3. COATED INSIDE AND OUT WITH - ASPHALTIC PAINT. I 12"17) �� FLOW RESTRICTOR -� 46 — • o o I I o° •1= ('¢ 4. SUPPLIED WITH 15" X 15", ?" X 11" B.B. SEG+ y,� DISC (TYP) NOTE: I.E. IN - I.E. OUT 7..3' MIN. J „ „ IML BAR GRATING, WITH CROSS BARS 4" O.C. - O� ir� 6 MIN. o _ 6 MIN. �. 5. CLEANOUT OPTIONS AVAILABLE. �° I l Imo-- PIPE SIZE AS h 44 Q _ SHOWN ON PLAN 5 AREA DRAIN L YNCI PIPE Ma�IFolO (Trn) . Ill C5.2 N.T.S. �' PROJECT COMPACTED FILL -- I_ I I° -_ I 45" BEND I °p I 1 o I -h , �' ` ,'� �.: _• ., � V OW.P) � , NUMBER SPCO02 ' o 6x8' PREC CST STORMFILTER — SECTION A—A A—A ^�. SCALE: Ill � Date: 10/04/01 Q WYE BRANCH I— °° o I I=-) • -•� °�' .,�. `'• 1� --- _ V, '° Seale: AS NOTED o°o/ \ 3/4"-0" COMPACTED , iu 1=-I I--I 11=I ! I== o / -I _ CRUSHED ROCK BACKFILL - -- 6"1 —" ` ---- --- a / / STORMF 1 L TER MA !N hFNANCE NOTES ,� °'"""" °"1B ""'°"�°^ �^�°^°�-- PRECAST sTORMFILTER _ _I I _ •► rwwi PLAN AND SECTION VIEW Al Drawn By. PAT o ---.- ----- - - �.� _ NANAONX WN r PROVIDE do SECURELY INSTALL ' — - STANDARD DETAIL o - --�-- -- / STORMFILTFR SYSTEM TO BE MAINTAINED AND OPERATED BY -- --_ — - � r�• � IJRAW111410i ME WII swr = rpt ru�.es� Designed B HAT _ _ As SHOW � �" PLUG W RUBBER RING GASKET STORMWA i ER MANAGEMENT INC. IN PORTLAND, OREGON. j- --- —�n C °O o o 0 -0 o 00 I Q 0 0 0 00 0 00 - --- Checked By: GID =III—� STGRMFILTFR TO BE REQUIRED MAINTENANCE, INSPECTION, AND Q PIPE A.5 SHOWN III= i—) I h-III--III=I I L--III--III-=111— CARTRIDGE REPLACEMENT SCHEDULED TWICE A YEAR. IN ADDITIOI�t, °o, ON PLAN -" 1=1 11=I III- -=I I j I I� 3 STORMFILTER UMTS SHOU, D BE INSPECTED AFTER AL1. MAJOR STORMS. STORMFILTER D END--OF--L INE IN CASE OF A HAZARDOUS MATERIAL SPILL, THE LOCAL CONTROL. b '� AGENCY AND STORMWATER MANAGEMENT INC. SHOULD BE NOTIFIED L5.2 N.T.S. IMMEDIATELY. U 4 STANDARD CLEANOUT OTHER ACTIVITIES RELATED TO STORMFILTER SYSTEM SHALL 13E • 2 I _F. REFERRED TO STORMWATER MANAGEMENT MANUAL, OR CONTACT Q C5,2 N. F.S. STORMWATER MANAGEMENT GROUP, TELEPHONE (503) 240-3393 WASHINGTON COUNTY FILE NO. : 02-918 A /� /� Pacific Hwy 16875 >„ BUP2002-00217, MEC2002-00226 53 of 61 "As-,+-�.+....,....^.--......,,.,u.. - ,.:.,.. �u ;,, ,: ., ,. �,dra:d¢:�;�Ocde'reQar _ .!Mk�IR►K! rs..w,wwnn .... _n �;. Ilil1111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillllllllllll 'I; 1I ' Illllllllllllllllllllllllllllll NOTICE: IF THE PRINT OR TYPE ON ANY � I I I I I � III I I III 11pill I I I I I III III I I I I III III I � III I L I I I ' I I I I I I A I S I I I I I I S � I .__I_ ,I IMAGE !S NOT AS CLEAR AS THIS NO-TICE, , 1 I 3� 4 I 6 I I Q 11 I 1� _ - ___$, __ _ � �__ ___ i c y �i IT IS DUE TO THE QUALITY OF THE No 38 ORIGINAL DOCUMENT L �Z 8(Z LZ 91Z 5Z 6Z EZ Z iZ UZ 6T RT GI 9t 4I 6t ; f;T Zt ill 6 8 LL 9JUn . I �, I1 ��I �� II�I II�� I I 11 ( I l! �� II�� ► � �� I� �,.� ��I I�� I ► �I I ,� I I I I�11 il �►► ��II ��I� � ��I, I�I ►li� I��II11111� 111, 1►�► ►IIIII III I ��I IIf 1111111 Illlllul IIIIIIII Illlllli.11.11 llllllllll.1111L1111111Illlllllllll111llll>� II p XREF LIST 7'-0" - 8' PUE (HORIZONTAL) (VERTICAL) .ter _-_--=_- OUTSIDE OF WITHIN BEARING AREA OF THRUST BLOCKS VOLUME OF THRUST Ltscale: 1 PAVEMENT PAVEMENT �,p PROf Paltscole_ 1- --- -- ' -� 51-6#1 1 N SQUARE FEET BLOCK IN CUBIC YARDS \��G 1 N F'f fa -�( TEE, B' f Resolved _ I LOT TO BE I TT I N W1 E. STRADDLE 90° BEND pL�l � 0 0 0 0 0 0 0 �►� 1916 SERVED SIZE DEADANDND BLOCK PLUGGED ON RU 45 22361 1 Y 90 45 22 I 1 4 ¢ r DLD-LOGO a CROSS BEND BEND BEND BEND BEND BEN BED 3 HYDRANT A- I A-2 U __ N r__- --_. �_ - , STAMP------- 18" CAST IRON 910 BOX � w 4 1.0 1.6 1.4 1.9 1.4 1.0 - --- -- -- --- aOREGON PROVIDE 24" BY �- 6 2.1 3.7 3.0 4.3 3.0 1.6 1.0 --- 1.3 - -- --- 15 Unresolved Z - C -------_ y" THICK CONCRETE a --- w - - - 8 3.8 _6.5 5.3 7.6 5.4 2.9 I.5 I.0 _L.3 I.i -- --- PAD (SEE NOTE 4) ----" a o 1'-0" 10 5.9 - 10.2 8.4 11.8 8.4 4.6 2.4 1.2 _3.7 1.8 -- _ HAND TAMP BACKFILL PROPERTY LINE w 12 _ Fs.5 14.7 12.0 17.0 12.0 6.6 3.4 1.7 5.5 2.8 1.2 -- EXPIRES 12-s1-03 AROUND TOP SECTION ,- 6" MIN. 3 W �� 14 _I 1.5 ---_- 16.3 23.0 16_3 8.9 4.6 2.3_ 7.6 3.9 1.7 --- > 1 12 MAX. v - 1 16 15.0 26. 1 21.3 30.0 21.3 11.6 6.0 3.0 9.9 5. 1 2.3 0.9 `1 18 19.0 --- 27.0 38.0 27.0 14•.6 7.6 3.8 --- --- --- --- _ 20 23.5 40.8 33.3 47.0 33.3 18. 1 9.4 4.7 - 6" ASTM 3034 PVC m 24 34.0 58.8 48.0 68.0 48.0 26.2 13.6 6.8 --- --- --- --- --_�~� 3 a NOTES: PROPERTY LINE AND LOT o 1. ABOVE BEARING, AREAS BASED ON TEST PRESSURE OF 150 PSI AND AN OPERATING NUT EXTENSION NUMBERS MARKED IN WHITE ALLOWABLE SOIL BEARING STRESS OF 2000 POUNDS PER SQUARE FOOT. TO (SEE DETAIL NO. 505) PAINT ON FACE OF CURB X COMPUTE BEARING AREAS FOR DIFFERENT TEST PRES.iURES AND SOIL BEARING (SEE NOTE 1) STRESSES, USE THE FOLLOWING EQUATION: PLAN BEA ING AREA = ( TEST PRESSIURE / 150 ) x ( 2000 / SOIL BEARING STRESS ) DESIGN INC. x TABLE VALUE ) - 9045 SSP Harbor Blvd. 2. ABOVE VOLUMES BASED ON TEST PRESSURE OF 150 PSI AND THE WEIGHT OF Suite 101 CONCRETE = 4050 POUNDS PER CUBIC YARD. TO COMPUTE FOR DIFFERENT Portland, OR 97219 6'-6" TEST' PRESSURES, USE THE FOLLOWING EQUATION: VOLUME _ ( TEST PRESSURE �' 150 ) x ( TABLE VALUE_) rr (503) 225-1679 MIN ,. .,. 5 I,i�ir ,�t„ &rl -1n ,� �- Z MIN NOTES: \/�,\\��\\/\��/\\ ��j\��// 'll= �' � '� HOOK r CUSTOMER SIDE �' m�"ri Yr 1) VALVE BOX NOT TO REST111 BEND VERTICAL BEND ADDLE BLOCK CROSS ON OPERATING ASSEMBLY. 2) OPERATOR EXTENSION TELEVATION I I 2 SEE PLUMBING CODE REQUIRED WHEN VALVE NUT RODS FOR VERTICAL BENDS IS DEEPER THAN 3 FEET ® 24." NOTES: FOR DEPTH OF COVER FITTING SIZE ROD SIZE EMBEDMENT FROM FINISHED GRADE. 3) CENTER VALVE BOX ON 1. SURVEYOR TO INSTALL TEMPORARY 12" AND LESS #6 30" AXIS OF OPER. NUT. HUB AND GUARD STAKE OR 14"-16 # 36" � ` �1 " L_ - i GUARDSTAKE AT LOT LINE 'AOR CROSS IEE ME 4) PROVIDE 24" SQUARE BY 4" THICK METER INSTALLATION. NOTES'. CONCRETE PAD AROUND VALVE '--- 24"-----� METER 1. CONCRETE BLOCKING TO BE POURED AGAINST V 1 BOX OUTSIDE OF PAVED AREAS ANGLE STOP UNDISTJRBED EARTH. vi AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD �- 2. ALL CONCRETE TO BE CLASS 2400 MINIMUM. TYPE "K" SOFT 3. INSTALL ISOLATION MATERIAL BETWNFEN PIPE COPPER TUBING AND/OR FITTINGS BEFORE POURING CONCRETE Z tlrwio�en NO 9CAL M��o�eo trn ; BLOCKING. AourM F. ourEN1►s TYPICAL GATE c �, ©+• �' � A US M F. o�OMS 3 4" dt 1 " too �cALE 4. CONCRETE SHALL BE KEPT CLEAR OF ALL rra 13125 s.w. HALL eLw. °^r�� cm t•�� OIN11 N0. V ,7cam BOO„97223 13120 sw."ALLON D7w. JOINTS AND ACCESSORIES. vacs ((903 A39-fin, swum,o11EDON 97223 FAC: (503;66"171 mmm "'° VALVE 503 SCE jV;;639-"71 1fN WATER SERVICE 520 5. TIE PODS SHALL BE DEFORMED GALVANIZED aitt ma _ N+ d►� �,0M Fes` �' 6"''"' „� o„�� COLD ROLLED STEEL, 40000 PSI TENSILE . STRENGTH. 3 THRUST BLOCK DETAILS W ri STANDARD VALVE BOAC DE TA I L 2 l " WA TER SERV I CE � A C5.3 OT TO SCALE N.T.S. C5.3 N.T.S. NO S: CITY WATER DEPT STANDARDS PLUMBING CODE Z, 1. APPROVED FIRE HYDRANTS; 3. ALL FITTINGS IN CONTACT W/CONCRETE SHAM WATEROUS PACER BE WRAPPED IN PLASTIC. HYDRANT DRAIN Vow MUELLER CENTURION HOLES TO REMAIN OPEN TO DRAIN ROCK THRUST BLOCK CITY APPROVED VAULT SPECIFICATIONS CLOW F-2500 AND OPERATIONAL. BACKFLOW DEVICE FLANGE COUPLING SIZE MFG. M & H RELIANT MOD. NO. 929RETAINER GLAND 4. MIN. 4 CU. Fr. OF 1 1/2"-3/4" CLEAN DRAIN ADAPTOR TT�� ROCK SHALL BE PLACED AROUND SHOE UP TO ADE UATE W RKIN M ' 2. HYDRANT COLOR TO BE MILLER EQUIP. - - Q 0 1" UTILITY VAULT ENAMEL 0 E 40 (SAFETY YELLOW). A MIN. OF 6 ABOVE DRAIN OUTLETS. /� a SPACE FOR 5. WHERE PLANTER STRIP EXISTS, HYDRANT / - 12 MIN 3030-LA (OR EQUAL) SHALL BE PLACED SO FRONT PORT IS A FLOW MAINTENANCE - 0.1 12" MIN 1-4 1/2" PUMPER MINIMUM OF 24" BEHIND FACE OF CURB. MEGA FLG 1-1/2" - 2" UTILITY VAULT NOZZLE 6. WHERE INTEGRAL S/W & CURB EXISTS HYD. FLG OR EQUAL see. FIRE DEPARTMENT CONNECTION 3642-PUT (OR EQUAL) SHALL BE PLACED 18" BACK OF SIDEWALK OPTIONAL AT THIS OR AS DIRECTED BY ENGINEER. 6 MIN. " LOCATION In 7 BURY OF HYDRANT SHALL BE MEASURED OSHA APPROVED LADDER 24 MIN FROM FINISHED GRADE TO BOTTOM OF WITH ALUMINUM LADDER CONNECTING PIPE. EXTENSION BY UTILITY , U S. THRUST BLOCK AT FIRE HYDRANT TEE SHALL VAULT -}' 7 2-2 1/2" HAVE A 3.7 SQ. FT. BEARING AREA. - CONTRACTOR TO SEAL ALL REDUCED PRESSURE BACKFLOW HOSE OPENINGS IN VAULT WITTI PREVENTER FEBCO MODEL 825Y PLAN SLOPE EARTH AWAY FROM �� 9. HYDRANT VALVE SHALL BE MUELLER RESILIENT PLAN VAULT IN BERM AREA N014 SHRINK GROUT PRIOR OR EQUAL NOZZLES WEDGE GATE VALVE #A--2360-1(j_ONLY. " �� TO BACKFILLING i 3 MIN. 6 MAX. DRAIN TO CURB OR - RCV. DATE BY GROUND LINE DAYLIGHT CAST IRON VALVE BOX, VALVE BOX TO BE -y ?4"Poo LILA. & EXTENSION CONIC. ENCASED IF __ __ __r " Q Z--,\ 02./22/02 HAT MIN. (SEE SIND DTL S) - NO IN PAVED ON OIPENEpARANCE r AREA 2 07/16/.12 HAT OS&Y VALVE MEGA FLG OR EQUAL 12 MIN CURB -CIIPR AND GUTTER - -• ��- �I:Y- INLINE CHECK VALVE ABOVE FINISH 2" GRADE \ __ "- CONTRACTOR TO INSTALL RODENT �- _ FINISH GRADE THRUST BLOCK m n. CONCRETE BALLAST 3 CU. YD. - 0.• 4• ? -•-=--I MIN. WHERE FLOODING GR STANflON" SCREEN BEARING AREA a DRAIN ROCK 4" " HIGH GROUNDWATER EXIST--- TO BE EQUIV. � -3/4 MINUS � (TVP.) --�� DRAIN TO DAYLIGHT OR TO SIZING a VARIES UNDER V ROCK INSTALL SUMP PUMP ELEVATION ADEQUATE DRAIN TO DAYLIGHT FOR TEE 7�� o ?�r,� Q UNDER VALVE BOX CONCRETE PAD I ELEVATION CONTACT CITY FOR (SEE DETAIL N0. 557 ) T% • ' L UNDISTUi?BED r,!�1 PUMP SPECIFICATIONS ' t fii DRAINi; I EARTH INSTALLATION SHOWN IS ONLY A '' SUGGESTION. a,. h, ,t. „ PROJECT r " _ 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. NUMBER SPCO02 '' 12" MIN ..• . . 6 M.J. '.� 24" MAX 2. BRASS, STAINLESS, OR PLASTIC FLOGS TO BE INSTALLED IN TEST _ , , HOLDING SPOOL .r.` ..,^ >>� COCKS IF BELOW GROUND INSIALLATI z -� " " FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM ON. Date: 02/15/02 UTILITY VAULT OR *EQUAL BILCO DOOR OF DE%ACF 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE FREEZE PROTECTION I h s+zE K1TM F.D.C. W1THouT F.D.C. OR 'EQUAL AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS Soule: NONE !_x 6" FLG. x MJ SHOE x •. / y,�fi,fes. 4 676-VIA 577-WA J-5AL FOR INSTALLATION. -- -- UN_ � T� r MAINLINE TEE TO U!K. 6 -Ce 676-WA J-5AL. Dra71rII Igy: )5U►T DISTURBECONIC. BLOCK H/.VING MIN. 6" SIDE OUTLET a 5106-LA 6a7•-WA JO-3AL EARTH 1.75 SQ. FT. BEARING AREA, FLANGED 10 _5106-LA- 2108-LA - JD-3AL �!'� AND MIN. 8" THICKNESS. + CITY ENGINEER APPROVED Y' ROVED EQUAL Designed B HAT � "a'°�D n No SCALE p- arm rn Checked By: GID NO SCALE �' pops DOUBLE CHECK DETECTOR \ v�o o OEPMl1MEMT �'�"N F. s o'n DW& N , , REDUCED PRESSURE o, Na 1J�29 SW. HALL BLVD. 13129_f W. Hut.BLVD. ROAim 972zs MAIlCN SMA BACKFLOW ASSEMBLY VOICE 507 639-4171 TIGARD,OHEOON 91223 I FAX: �5D3;e6+-7�7 N 1M11 VALVE ASSEMBLY QTM of TOMO FAX 5O3 e39-4nY 5 r 4 NY-PRon a1■a e� 5 3 3 FAX f 533 66,-72f 7 � �"J1 N I VA TE F I RE H YORAN T ASSEMBL Y C5.3 N.T.S. 5 iD OUBL E DE TEC T OR CHECK A SSEMBL Y 6 REDUCED PRESSURE BA CKFL 0 W A SSEMBL Y C593 f C5.3 NOT TO SCALE e.3 NOT TO SCALE `1I �, ASM GTO QUNTY -•� FLE NUJ. 02-918 Pacific Hwy, 16875 BUP2002-00217, MEC2002-0022( 54 of 5 1 NOTICE. IF THE PRINT OR TYPE ON ANY llr� r1�� 'I SII! �' � ISI I I� ill lel lel I I' I III rlrT rlr(Ilr ilr 'r III 'I I �IIIII I�i�l�l III ill+ i I III Iii l +l Ili i �l Ili III I I III Itl Ili III ISI III i �lll � i' III Ili� l �±il I _ . IMAGE IS NOT AS CLEAR AS THIS NOTICE L I- -I �_ 11 . _ I I _I :G1 I-- I- I I I I I Ij I 16 I I I Jf IT IS DUE TO THE QUALITY OF THE No 36 � `� t ORIGINAL DOCUMENT 8 ti 8 fti i t111,111tiliIIII111 Z 617 E Z ti t L 8 i 8 L L T 9�t St tTti, ,m, £TZ t t Ti88L9�� ` I I l,IIIIII �II��l�Illllll!! I �111tli �� II�II_�I�� l �� 1► .11�Illlll ►� �� T� llllll11J1 1 L I� XREF LIST / ;; L.�J Ltscale 1 - � i � I (• 1 • 1 '' /, I Iri�II'/ll / ,/! : .� / / i / c.��DPo`c`Sfi Pslt_:o 19160 q Resolved -_ ;' \ - - . A� A ° ;; r`;1 94SEAMP 1,"A DLD-LOGO SPCO2X l o j �•,.- \:,. ,, y�• / If �4'y , .l�.. y �' i f 1 l.•:':M', �' 1 �G{� :'' \/ / - I ! .::r":;.'.,'.'�L•a._... N' ..l� :; _._.__...}�dC°J,: l...__..•_._..f.:e•';'4 '' 1..,_._.__-:_M•_rr _. ' f •' t,,' ,,.,.:'•` M ..I-,:} ''. ,!..,:::.:1.:'��.......` _,cif.._..:'�..:.:{.,.:....:...•1'^i:..'„� ...1, i'I / / j' / / '7/� �I STAMP I �;. ... ___.. .__ ..._ c xt�'�. U71LS C. ----- EXPIRES 12-31 03 U_nresc_.lved _ �,V �� r SCALE. 1 =2U' �, - / _ I ✓,- 'F, Q clix 20 10 5 0 20 �, / \ �' \� �\ / 't4,J ' /' j j \\ O- rJ........ ^f_.�.r ...-.., .-,..Ics t.I -TI / rA LAJ ,!•} /// �' � 1 8 /) \ � I --. / .Y'• !♦� /' „ tYnn.�.,:-l'•; f•.r-^• _1 �a,.'P.':•ir .r.,.- `✓ 6 25 8 12 14 13 15 5 17 2�1/ /, 2�' �4" A[�„ 18 15 ` 20 29 4 7 30 4 / �,/' \ I II j ; / , L ` ._..• »...._ +-. / `S'n. '� ,• rt f Ij •' \ ,1'/,j�/ ,/4 .� r• j' j /'• ,i ; /'' / / % / .- \ /I�^-' 7Tr f ,., r 1 d • •, • , : 1 A{l •h":('' J' r ' � •t. 1 - . - -,/•``/ n. _.'}` �I / /' i / / ' / I // r. / T ; . i ' .. - 't° '• at'`'r,S..C1'-;'i,i,�l•.,;:5,' - a =..'-r•s+- ..;: =�;Z r I i / ` /' // / i if 26 _ INC. :4 - - N . •. T / e r i/ A •1. 'r 'f i, t / :f J r f / - r 1- v / 1 r % i i ti � r Blvd. W a l u 5 � lir 04. / c r / /- _. - .� --- y-., ''� - ', -- - -- - - 11 if t \✓ I/ / -\. :,.:•r;.y•Y• ,. .•_,. .� ._ _ _ frr.•J r / if t.']' r` / ••� Suite 101 / / - - - -V �� --- r -. r--t - -- `1- - r't r (.J �7 i.l I} _ . - ��'/ % / / / r ,' % ►v ✓zr� n I ------ r� -- - ------ - `�,f __ .,..._; / /' ,�,. I .� / OR 97219 11 >. vzltJ -- 'r•I -- --- V?N-- - --- u� y,,�- r� 4-I _ i ;; / r I' , 22' , 1' I: % , ; /T ;' // Portland, 1 _ _ _ r t • / .:-. , . . �i r J - r / -�1 ala ., //��((`` ;f ---N''-- r•J`., /\' , i'! I �.f .,r e.ovwwm ... ... I,- - 4 ^ z.w-t.w nT.... 1/J/�, ..,, uo•..d F. , // 4 , - �_/- _L- `f- •7�`• t.1A:la.a,. _'.T•'• 1:•rnal �•h aru)ner.-.rr.r^: .+ •.J...ry.¢:.0+v oel.n ..er."> ...0"G•- 1'r,!!��. .Y. ',T .w... l' er..•. A. � ,lww �/ / / .' ' : / ��L / i i / 7 -,' ��- , ---/- ��- -�c,.,,--•�,... -_ _ - _L _ -L . `+ , , '.r•v,. ., ,L 7 ,!• Z. .T...•.. 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'i/� / i•~ / ._ - / .L.. / •/ / l .L._L--__.L-J_-1,_._J-..._.!.__.:.-:!_-. _J_,._1�-_.-.!_ ___� 1 __L_ / (', /� %' � !- •1 "� 9 r, - \« +._ Y ' •+a v •`•'�\ a ' u. •. O. :%:i . ' - .. - c --'. '`:'fes" o 11' 'a:\q. IT_ .. :;i.: `. �!•i / //L ./ /- l / ' __...'-_'_'-___ __- -__--.L.-.i�,n..?•--- -- - -__ _-. ..._-_-___ _...__'_'.-.-_-_'-�-.._._.....- __..._-'__-_'--i.-:.__._.. t_.__.. -,-..--_ --_,__._.__._.-_.__... _\•. Q .t ,rd fS d' I ♦ 9 +. • a •^4 , / il: •r i , / / , ,r'' ;i 10 �.,1 - 33' -- 32 -. _ - ,' - _:• _ -:� N' �/ i l• � / / /•r /' % \' h , I f � ' r /' /. /• /i I / ; r� I /7 /�=!1%::CIT% • NEW CENTERL I NE / 1 �''--- F/ CHR1+00.00 %• �� :' 'r /.� ISCHER STA QUEEN ANNE STA 0+00.00n.,/ PLAN F I SCHER ROAD ��, "- SCALE 1" = 20' _ - I IT`I \ ' -' j / /' M•� // ^ \ Y U \ _ \ I t / rr \`\ / ' '�^ ,�' �•\// \ ` V �%i- `\ r._-_.._•` _ _- fir' ,/''- \ .• v/ • \./-- `�. ' ,�••�I r % ! /' !,_ / /' ,1 CONSTRUCTION NOTES _ CURB RETURN DATA - - ��'" -- , U /No QUEEN ANNE STA. 0+39.05 /6.0' RT 3 11 FI SCHER STA. 1+40.67 14.37' LT 20 FI SCHER STA. 4+54.97 25.0' I_T 29 FI SCHER STA. 4+60.0 32.0' LT _ . " 33 77 ROW � O CUT EXISTING CURB AND SIDEWALK END CURB RETURN, BEG/N CURB BEGIN CURB AND SIDEWALK v 1 0 -89 33 14 25.0, - INSTALL NEW STREET LIGHT ON O _ BEGIN CURB RETYRN AND SIDEWALK R =25.00 MATCH INTO EX l ST!A'G GRADES 12 CONSTRUCT 5' WIDE SIDEWALK 21 FI SCHER STA. 4+67.00 10.0' L T NEW LIGHTING POLE L =39.08 3.27' F� SEE LIGHTING NOTES ON SHEET E2.0 LC = N 45' 05' 07" W AND 5.0' Q �y r PER DETAIL 3 ON SHEET C7. I ANGLE PO/NT SAWCUT L/NE 10.0 3 2 REMOVE 8 LF OF EXISTING CURB r 35.22 SCAPf SIDEWALK � 13 CONSTRUCT ROAD PAVEMENT SECTION 22 F/SCHER STA. 5+41.40 25.0' L T 30 FISCHER STA. 4+89.97 24.U L T STRIP 2 W 3 3 REMOVE 6 LF OF EXISTING SIDEWALK 0 PER DETAIL I ON SHEET C6. I O END CURB BF-GIN l N CURB RETURN CONSTRUCT CURB INLET 1 P.C. FI SCHER STA 1+40.67 Z U� O SEE DETA IL 5 ON SHEET C7. 1, 0 EXISTING ' % 25 L T T.O.C. EL 157.66 < j'Aq '> EXISTING SIGN TO BE REL OCA TED (BY OTHERS) C14 ' FI SCHER STA. 2+,4.87 25.0' LT 23 CONSTRUCT CURB AND GUTTER SEE STORM PROFILE ON SHEET C4. l 114 d' T.O.C. EL l57.94 GROUND v END CURB AND SIDEWALK PER DETAIL 2 ON SHEET C7. I _ Q EXISTING POLE TO BE RELOCATED (BY OTHERS) 31 REPLACE EXISTING STORM SEWER PIPE 112 4 T.O.C. EL 158.43 - ____ Q v 1 15 CONSTRUCT DR/VEWA Y APPROACH 24 PROPOSED RIGHT OF WAY WITH NEW STORM SEWER P 1 PE 314 d T.O.C. EL 158.83 _ _ - EXISTING O EXISTING: � 2.5% MIN. `SLOPE VARIES FENCE TO BE REMOVED PER DETAIL l ON- SHEET. C7. l SEE STORM PROFILE ON SHEET C4. l AND P.T. QUEEN ANNE STA 0+49.1/9 � EXTENT OF REMOVAL TO BE DETERMINED ON SITE 25 EXISTING EDGE OF PAVEMENT BA.;KFILL PER DETAIL 6 ON SHEET C7. / 15.71 ' RT. T.O.C. EL 158.87 SLOPE VAR/ES r► 16 Fl SCHER STA. 2+69.87 � � (7 REMOVE EXISTING INLET STRUCTURE CENTERLINE OF 40 WIDE DRI VEWA Y' 26 CONTRACTOR TO LOCATE AND PROTECT 32 SAWCUT EXISTING PAVEMENT FOR NEW 5 SIDEWALK 1 v 1 0 EXISTING UT I L I TIES CONSTRUCT I ON OF NEW STORM L I NE. PER DETAIL 3 SHEET C7. I LIGHTING N07 ES �� QUEEN ANNE STA. 0+39.05 14.0' RT 17 FI SCHER STA. 2+94.87 25.0' LT RESTORE PAVEMENT AFTER CONSTRUCT I'ON NEW PAVEMENT SECT I ON END SAWCUT LINE BEGIN CURB AND SIDEWALK @-,-,,,,,.PER CONSTRUCT SIDEWALK RAMP PER DETAIL 4 ON SHEET C1 1 1. WASHINGTON COUNTY REQUIRES THAT A NEW CURB AND GUTTER TO MATCH EXISTING DETAIL 3 ON SHEET C7.2 LID OR SDL 3E ESTABLISHED TG PAY PER DETAIL 2 SHEET C7. I l-la2" 'C' MIX 09QUEEN ANNE STA. 0+24.05 /4.0' RT 18 FI SCHER STA. 4+14.97 25.0' LT may' ,� ^' '►,<` "'� ,^ 33 FI SCHER STA. 4+91.21 20.0' RT FOR POWER AND MAINTENANCE FOR 2" B' M/X +^ CONNECT STORM TO EXISTING CATCH BASIN THESE STREET LIGHTS. WASHINGTON 2" 3/1'-018 ROCK y ANGLE POINT 5•A WCUT LINE END CURB AND SIDEWALK 28 FI SCHER STA. 2+97.0 32.4 LT t INEV,` STREET LIGHT ON 5 SEE STORM PROFILE ON SHEET C4. I COUNTY WILL NOT PAY FOR PO%EFZ AND I2" 2"-0" 10 F/SCHER STA. 1+28.0 /0.0' LT 19 FI SCHER STA. 4+34.97 1 INSTALL NE'I VERIFY ELEVATIONS PRIOR TO CONSTRUCTION MAINTENANCE. \` 00 ANGLE POINT SA WCUT L INE O CENTERL INE OF 30' WIDE DRI VEWA Y1''^, REL OCA TED POWER POLE. AND PROTECT EXISTING CATCH BASIN PROVIDE ELECTRIC CONNECTION. 2. ALL STRE7 IGHTS SHALL BE PER' PGE CONDUIT LINE FO SEE LIGHTING I NG NOTES SHEET E2.D � 34 FI SCI�ER STA. 5+84.59 44.3' L T APPROVE 1ATERIALS AND INSTALLATION �,. REQUIREN TS. F 1 SCHER ROAD TYP I CA L SECTION STREET L-l�GH_T lNG INSTALL NEW STREET L I GHT ON A Q4 � 9 Fl SCHER STA. 1+94.0 29.2' L T ,✓' NEW L/GHTING POLE,/\IASTALL NEW STREET LIGHT ON �` 3;'\ SEE SHEE E2.0 FOR MORE STREET C6r 1 , SEE LIGHTING NATES SHEET E2.0 LIGHTING NOTES. /\ NEW-Lr!GHT I NG,POLE . / , \ i J/ -.._ ,. /\ n. .,\ , •\ /� '. / '- REV. DATE BY ','°,^,SE��!_,l Gl-;�,I NG�.�OTES.�:SHEE�Ti'`�E2 0�� _._._-� ... _---- ' __ ---- - _--_ ____. ___ •� - _ ____--' \ _____-:.. . _-2• 170 / - 100.017' VC - I 1 I I �-- 70.Igo, vC 1� J .� I I Cb LOW POINT ELEV - 154.88 `� /2\ I HAT k N W coo N PW STA - 2+00 I i I I + I LON% POINT" STA = 4+89.69 v� s\ I 0 h �, ua_.._.__`n r� ---- - ---------'- PVI ELEVL=-- 156.48 ~ ---- - - _ -� ---- --- _-_ - - ---- - I ---- --- - II I __.. - ___- -----�' - _ _ - -�' -- - - - - - PW STA = 41.90 -� �• 3 10/02/02 HAT `D m to A.D. ' 1.28 o , I v J I II -L r g j II A K = 177.94 N + � h Q , ;� � � PV! ELEV = 15'4.79 , N � I �• `` 1. V , V 4i ! N •- N W N N � a� A.D. =- 1.13 � W � � 1 tug /4\ 02/26/03 HAT 2 W > ; I ao ^ I I + K =! 61.95 rn to N o W m o � 4i a0 EXISTING GROUND A T Y °i °i d `. k I I of C� U I W Q vi vi N Q tl Q; II 5 04/06/03 HA't Q m v CF_N7FRLlNE EX/SDNG ROAD I �,^ W W + a I 160 - ------ -�_ -- - _- ---- - - ---- - ---- - - - --- -- -- + ------ - ..__ ---- ---- - - _... - - --- - -- - I --._ ._.. _ - - - + _._ - -- - -+ - - - - - -- - - - - , -0.60 0.o 155 II - - -- _ .. - - ------------- --_-- --- - _ - - - ---- - _ _ - --- _ I t _ ---_ ___ .. ___.-_ .� � I ��' 0.93.E i . _..-- ----- --- PROJECT 0.579; NUMBER SPCEO02 I.E. ELEV SIZE FLOW z IFINISH GRADE AT i Date: 02/20/02 40.0' I TOP OF NEW CURB I 30.0' 1 - - --- „ I DRIVEWAY APPROACH 150 .- =- 1_x_31_ 1-2 - ---- SIN- - - - ---- - - - i 1---- DRIVEWAY 1 Scale: 1.,=20, _ --- I--------- - ----- -- -_ ----- -- -- - _._ _----- - _.- ---------- ---_ -'--- - - ----- --- - -- --------- ---' ----- = 149.21 12" OUT , APPROACH Drawn By: GS . = 133.51 ? IN -- N N - 133.41 ? OUT I I Designed By: GS 145 - - 1-4,5.-9-0-- __1.8„-- - IIiJ w �� Checked By: 1. = 145.70 12 IIN ! GID P = 145.75 18�� 0!J T = 148.57 12 IN = „ 4 140 __ 1 AR �7 1 7 OIIT I i 1 +00 24.00 3+00 4+00 5+00 6+00 6G PROFILE FISCHER ROAD • SCALE : HORIZONTAL 1 " _ 51 WASHINGTON COUNTY FILE NO. : 02-'918 VERT I CAL I - 5 Pacific Hwy 16875 BUP2002-00217,MEC2002-0022( 55 of 61 NOTICE� IFTHEPRINTORTYPEONANY rIr(IiIlllilill II ; ilililll ! illli il ! 111ii !IIfII� rIT1tTT II ! I II II111 111 ! 1111 1111111 1111111 ( IIII I illllllllllllll ilil! I !f II ! Illi lllllll ( (IIII ! 1111111 illllli illllll illi ! ! ,� � IMAGE IS NOT AS CLEAR AS THIS NOTICE I 1 I 3 I 4 I I 6 I I I IU I 11 I 1� � ' l Zx)-� IT IS DUE TO THE QUALITY OF -tHE No.3e - - - rr - -- --- j --- -- --- - -- - _- -----T- -- _-- --- -- ORIGINAL DOCUMENT [�� 617, 917, I GIT, g�Z i v I it'IZ E�Z I T'I, T� OU�Z 61[ BII L�i 91 9!t I �i E t IIII IIII IIII IIII (IIIIIIIII I.IIlll�llll IIII III IIIIIIIII UJ1�111 Ills IIII IIII IIII IIII IIII IIII IIII IIII�IIII IIII�IIII IIII IIII Illl�llillllli IIII IIII ILII Ilil�llll !III�IIII Illllllllllllllllll iIIIIIIIIIIIIIIWIW.11lllll1111�I11�J�lllllllll.�'� illllll IILI IIIIIIIII , i T SIGN POST SLEEVE ND ,��D PROFFp XREF us== SIGNING CONSTRUCTION LEGEND CSIGNING CONSTRUCTION LEGE Ltsco�e: I 53' R.O.W. ---- � t�G t Ngo Ltscocu/e 1 13.0 R.O.W _ PVC PIPE �: "� 1916 o - �' (SEE PLAN VIEW) DED I CAT I N 46.0' - STREET WIDTH Resolved _ �_ OPENING FILLED WITH SIGN SIGNING DESCRIPTION STATION OFFSET SIGN SIGNING DESCRIPTION STATION OFFSET Resolved I oxsco r ._ 25.0r 21. 1 aaSEMaP 0 SAND AND COMPACTED G, y tis, DLO-LOGO d SLEEVE TOP VIEW RX1 "NO TRUCKS" SIGN 4494.0 19.0'LT DS "KEEP RIGHT" SIGN 5+69.3 B.O,LT q'iQy I. 0 sPc02xIo LANE 14.0' 14.0' -- 16.0' f STAMP - (R4-7 OF MUTCD) 3+09.3 8.0 LT _LANE LANE - - ---- - - _ z 4" PVC SLEEVE WITH EXPIRES 12-3t U3� UnLs _ 1� ¢ CONCRETE 1/8" THICKNESS RS2 "SPEED 25" SIGN 4+68.8 16.9 LT -- - �- I 4+35.0 8.0 LT 4 __ - S R6-1R OF MUTCD Unresolved ; 1� w RAISED (SEE TOP VIEW) __ __ ONE W Y m MEDIAN RA I SED R 4" S3 "WELCOME TO KING CITY" SIGN 2+08.1 18.8'LT - STRIPE MEdI AN (TYP.) - - - - _ - - - - - - - 6 HAZARD WARNING 5+69.3 8.0'LT RS4 "NEIGHBOR WATCH" SIGN 1+19.7 32.5'LT (OM 3L OF MUTCD) 3+09.3 8.01T / r' ��`. {�; f: Y . X> .._ N�v j,� �t\:$•71i�)" �• ? iS •\ ,l`�1��n�'?�f`$�^ '/ / �%i♦ , fiSY �/ '��'/. , " t �. ��; ~ i ,• i�f t ^ , ,x{ . }r tixt,'�. fi� ! . ; ✓c�' l %r / ' r 'r / ' % RI2 - - 31.5 LT " 5+40.5 27.5 RT .r :.::;.. t4 SPEED 25 SIGN 4+68.8 7 RIGHT LANE MUST TURN RIGHT . , 3 7R 1 - OF' MUTCD) 2+35.5 /.SRT (R AGGREGATE BASE RI3 " I I SIGN 2+08.1 31.5LT _.. ..______.___.__.---._____________ .----'------.___ .__-._.__.. ___._--.. -- - _. __..___ t (SEE ROAD SECTION) § WELCOME TO KING � � - � . � �•,• DESIGN INC. A-- A STRIPING SECT I O N SEE SHEET C6.4 FOR MORE PERMANENT SIGNING LEGEND DETAILS 1 BASE PLAN VIEW FOR NEW SIGNS AT RAISED MEDIAN, SEE BASE DETAIL THIS SHEET. 9045 SSP Barbur Blvd. NOT TO SCALE 6„ Suite 101 SIGNING BASE 1 Portland, OR 97219 ,Frr,..,.,, ! '•� _ cs.2 - • .. _,. . `�:?'"" ;{• •� ,. � 503) 225-1679 NTS elk LU r ' , �c'/••" �1, ��a�yi r/'r'r"."^'e"""n'^►r.� ",, r\f � v".' � `� "-�'T^'_ •,i' t� . !• ,_..n-+ r, vru.ra•..,.,,, nr>,'or.c,:,w.v ✓"•rte ,, �' ,� . -J I � J' J/ /,f' "'' rn �J" • •�s r,fur.n.+•.,.".'q� � -r: .,,:.v,. ..r,.+, f„nK.....n,v, f� w° t� � �' if'� �'r-'i`� j° •�.�// SCALE- 1`20'j UA ...� -7. ar'" ° :, ,/''♦ RRS 20 10 5 0 20 R X11+7 . = •,. "• I , '-,1.{{I_.I.J{{�{li ��J ,�,�„ '�� / �+,��r��f ..' ' r ,rj ,.. '�.• !; •/' / ` I I „w � •u / .. 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FISCHER ROAD A T. _,j f' � -� EXISTING STRIPING AND SIGNINGPLAN- �n ►-� SCALE: 1 " - 20' e, W 165.0' ,, W ! --- - ------ -- STA 3+54.3 TO STA 5+16.3 _ APPLY PAINT ON FACE AND TOP OF STA 3+04.3 TO STA3+54.3 ,. .4 , "I ' - - - --- APPLY PAINT ON THE ENTIRE CURB WITH TRAFFIC YELLOW PAINT STA 5.1.16.3 TO STA 5+56.3 WIDTH OF MEDIAN NOSE, AND REFLEnVE GLASSBEADS - 'I APPLY WIDTH OF MEDIAN NOSE, E. 1"20' RI3 __- ___ --- - NTH TI?AFFIC YELLOW PAINT REV. DATE BY SCALE- - AND REFLECTIVE GLASSBEADS / WITH TRAFFIC YELLOW PAINT _ v S I �� VE GLASSBEADS. , AND REFLECTI a i 14 r+ 20 10 5 0 20 �. zl �u �: ! I "`' ;; , RIA rx� MEDIAN NOSE -• ' ! 'h, " /�x� I - �� S•-�-� c, S-�7 STA 5+66.3 1' Z2\ 08/06/U2 HAT Z - I i3 1{{_.i). 1 / ~r%`� ,` �J `.J TO 5+79.3 �7JL-*>x:,:1 � •• I _ ��- t. ti^.l^1 4 / _ __ _ 9A \:,; • sl" .i(li' /r1 J � 10, J2/_0�2 HAT - _ - - - - - -� - SSWALK � _.._ � _�• i M• �r [ .,STM II .11.„- , [ �r 'r" •{ ••• . _ _ • =i' 7 ( •.ic ,1' %w- 1 _ •-.- s - •- .,• - c=r�• '�• OVER EXISTING , 0 - - - - rl.' _ - 4 AT . a ♦: - - 04 08 03 H I -r••- , .I �Y• q I 4 a - ':',� _ _ - - NDS N - - TA 5+79.3 A IPE .• '��'. S STR '>•�� IAN - - MED 1 '1 '0 - �. 1 J. ICA n �.�� 3 DE Z STA 0+21.2 0.81T - ,r�♦ :;� RAISED MEDIAN STRIPE - _ JRAISED MEDIA STRIPE _ STA 5+88.3 q TO 0+78.8 0.0 RT Y _ . _ - -,•�: _ _ _ - - - - c - 4 �i I N I ` IPI' .3 11.01T STA 3:L 04 3 5.0 l_T --� ' 16.0 LANE , S C �' r 4 STA 3+041 -� O •- MEDIAN STRIPE R5 7J.0' 4 6OH H - -.. . + `N I ='- STA i 1+20.2 a 5'L T S S 25.0 TO 5+66.3 11.01T TO 5+66,3 5.0'L T 2.o' RAISED MEDIAN V -• - ACEI OF CURB - R573.0' TO 3+04.3 11.0'L T _ ,u r �' , _ • 12 2' - "<! v. - r -'V .•. i+ ' ': l-.h- `' ' - `n . .... ?.�ls �- 'r - - oo +o0 3+0• 46.0 _ - - L- -I _ _-�- 00 +- - -- - -- - - --_- - - -I - ---� - --fir- 40.0' S LEFT TURN LANE �I v+- r V PROJECT MEDIAN STRIPE CENTER LINE NUMBER SPC002 MEDIAN STRIPE 10' REVERSE 2' RAISED MEDIAN 8" Wl;ITF STRIPINGS STA 5+69.3 90'RT �+ STA 0+21.2 0.8 RT 21.0 TO 0+78.8 35'RT 17.4' N STA 1+20.2 0.81T , J 139' CURVES OSTA 3+14.3 9.O'RT STA 3+04.3 8.01T STA 3+04.3 9.0'RTnl 14.0' LANE OA � Date: 02/20/02 O TO 3+04.3 5.0 LT R75.0 TO 5+ 66.3 8.0 LT TO5+79.3 9.0RTJ + �( - CL-�- • - - c , J, .. 'n - _ , , rAe• � , 1"=20' . a n d A J i W 262.0. I • \` r..- ;' - "',-R275. ��'ria.\�•�''•-r�;:-�.�n�,-rR�.. ' Drawn By: ,HAT - - 0 i r .�'� EXISTING CURB ,>_'' EXISTING SIDEWALK % �]. 7 \„-+- •\r+ !y�+•nCTdIIC: -.;7TRV'i^r.7-,. Designed B�: SAT .... ... 7 S• W t�ISCHER ROAD 4 S T . 3 N S Checked By: GID ;r PiOPOSED STRIP 1 1''1111113 AND S 1 gli,1111111111 NG PLANA f , •, � r'� �" .. rj:.r► SCALE. ( " r LO' h. i•, 0k. °a+li ` 'M..•r.w.1/n'/ '••O'•_wo*..,•,.wr,• °r. +,a..., .:r•r "•u, + ` F t •km-r.•..,rrn w., _ ,,,•"' •+i �ry'6•A. 'I /P 1. { =''`+ f'+. 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IMAGE IS NOT AS CLEAR AS THIS NOTICE I 1 - 2� --- __4 -----II - II II 411-- --- No.99 �. `w.lr... . .•t IT IS DUE TO THE QUALITY OF THE r - ORIGINALDOCUMENT 8Z 87e GZ 9Z 9Z �Z £Z Z iZ UZ 8ii RI LT 9t I �91I��►� �� ►��11 1.�� ll illIll . 1111111111 1 ► 111i��l��{W�u�u�llii�111u�1J11111ll11IlII;III�IIIuU,I� I�� r O 19160 -- GAS - GI?a I I I '• 1 tic •'' ' �` � 9 G � R + _ �E_E_ SHEET C6. 1 fit•+�� TCH LIN ISM � EXPIRES 12-31-03 MA 9 _ .�rai+moo++ _` ai ll� 1 ~- Y f� - 7 14 1 I :r= 9 C_ 'v 12 L17 9` THIS IS A METRIC DRAWING i I 0+00/0, +OO/ 23 # I / 4 I Q o ISG - 24 1 8 I +o 15 6c 6 16 18 0+01'n7 0+020 0+030 0+040 15 i I \`� 15 :"' 0+00 12 ,� 18 I 0+050 20 ; - I DESIGN INC• .-._ a 1 . .•,_/ i---"" ... . .. ._,. , . .t. 77-.Y- �•_ •-�' y945 SW 8arbur Bl i I r .`s .f�.. ok Suite 10 1 ` Tf: S uY n>r;- .7 1 •I, -f ,r 1 r ,L� _ _f, .�.�,�r. _ _ �• _ _. ____ _..._- _. _ _ Portland - 14 s , 21 __-- --_._ __ .__- --- --- -- ��- (--• -- --�=- -- -� � �: OR 9721 a-f-- = l, '' �_� � ��,;�- -= - ----- - -- -- _ (503} 225 1679 - ---- - - - : - �/ \ I I w -- �----- - - - -- -i E PGE ,r -- --- PSE I (Di j 10 0+013.378 -- Pfj_ F'I,I - - -- r�r ---- - -- --- - __^ ��T� t _- - - _ _ __ _�-. I � � -- �; 4. m \ 3 13 F ca B `5 0 I j y Q 1.5m l S. W. PA CIFIC HIGH WA Y v 9 W ►I Y. 0+980 11-100 ` 1+020 1+040 ... .. �� -_.1+060 _..,.. 1+080- ___ - __- _ 1+100 1+120 t, c-, ,....�..n.....�,..- ..,...,.�.... � � f'� ,...,,.�...., ,.�.,=.m,.�._ ,�n..._.,,�„.,,�,�., ...�_a„_......,..s...,. .,,�,-4.�,.,.._.. ,.....,..,,._.�„�..a..........,.«,_.,...�.... .,.:. �....,n.=..�._..,.�.. ._..�:.,.}._.�_ ,._,.n. ..,�,...�,m....�. ,..,.,�..�,...,H.v...,¢.._,.... ,�. .r,...p, .,.n._.�,.....�.�..�... �...o,..�.. ,..,,.,,,� .�. ... ,.,n,.,.-...r.T...-V....,...�, .,.. .._ �.,..,._,,.�.....,,_.�.o...._.,,.....�...,ne.�......,.nr,,..�. . j _PL AN S. W. PACIFIC HIGHWAY 99W_ 19 I ; SCALE 1:200 _ - -- -- 2Z43m ROW V R� CONSTRUCTION NOTES CURB RETURN DATA 9.9m � � LANDSCAPE W EXISTING GROUND AREA o �1 H I GHWA Y 99W STA. 1+006.050 27 443m LT 11 ADJUST EXISTING STRUCTURE TO 22 SA WCUT LINE 12 I p _ 71. 50' 11" O3 A = 15' 02' 47" --- 8.7m � END CURB RETURN SAND SIDEWALK NEW GRADE AS NECESSARY R = 10.670 m R = 39.600 rn MATCH INTO FISCHER ROAD IMPROVEMENTS HIGHWAY 99W STA. I+021.660 L = 13378 m L = 10.399 m Z SAWCUT PER ODOT 12 CONSTRUCT 1.83m WIDE SIDEWALK 23 16.030m L T=SD STA 0+000,0 LC = S 39' 10' 24" W LC = N 82' 36' 53" E FINISH GRADE T-CUT DETAIL 2 ON O2 H I GHWA Y 99W STA. 1+005.905 14.027m LT O PER DETAIL 3 ON SHEET C7, l REMOVE EXISTING DRA!NAGE INLET 10.369 m �- SHEET CZ2 ANGLE POINT SAWCUT LINE 12.519 m CONSTRUCT TYPE "B-P" MANHOLE v � 3 HIGHWAY 99W .STA. 1+014.569 8.700mL T' 13 CONSTRUCT ROAD PAVEMENT SECTION PER DETA;!. 4 ON SHEET C7.2 3 EXISTING SLOPE S=29' TYP. PER DETAIL l ON SHEET C6.3 (ODOT DETA',I L DWG Na RD327) � VAR!ES ANGLE POINT SAWCUT LINE PAVEMENT PER DETAIL 6 ON SHEET CZ2 O P.C. HIGHWAY 99W STA I+0!7.95! O P.C.C. HIGHWAY 99W STA 1+007.8/3 �4 H I GHWA Y 99W STA. /+O/Z95/ 9.900m L T 14 REMOVE EXISTING A.C. E (ODOT DETAIL DWG Na RD300) 9.900m LT, T•0.C. EL 47.332m /7,244m LT. T.O.C. EL 4;.372 END CURB, BEGIN CURB RETURN RIM SHOULD BE '/-0 I5M ABOVE //4 d T.O.C. EL 47.365m 1/4 !� T.0.C. EL 47.357m NEW SLOPE TO MATCH EXISTING 15 EXISTING SIGN TO BE GROUND PO4 0 H/GHWA Y 99W STA. 1+084.790 9.900m LT REL OCA TED (B'Y O.D.0•T) MA TCH EXIS77NG I EN,9 CURB AND S l DEWAI.K CON TRUCT l ON _ 24 H/GHWA Y 99W STA. 1+07J.092 112 d T.0.C. EL 47.394m i jt A T.O.C. EL 47.3�5m GROUND SLOPE NEW PAVEMENT SECTION 16 EXISTING POLE TO PE PR07'CCTED � 16.030m L T=SD- STA 0+05/.43/ 5: 1 np NEW SIDEWALK 200 mm OF "B" HMAC OVER CONSTRUCT CURB ENDING � MA/NTA/N 0.6t70m MINIMUM CLEARANCE DETAIL 3 ON SHEET C7.2 350 mm OF (38mm-Omm) BASE ROCK PER DETAIL l ON SHEET CZ2 FROM BACK OF NEW CURB) CONSTRUCT TYPE "B-P" MANHOLE 3/4 d T.O.C. EL 4Z397m 3/4 .4 T.O.C. EL 47.31Im EX/S77NG PAVEMENT OR MA''Cy EXISTING, WHICHEVER IS GREATER ODOT DETAIL DWG NO. RD700) PER DETAIL 5 ON SHEET C72( 17 CONTRACTOR TO LOACTE AND PROTECT (ODOT DETAIL DWG NO. RD327) P.C.C. HIGHWAY 99W STA l+0028/3 P.T. HIGHWAY 99W STA 1+006.050 TO BE REMOVED o6 H I GHWA Y 99W STA. 1+084-.859 8.700m LT , EXISTING UT!L I T I ES PER DETA IL 6 ON SHEET C7,2 I Z 244m LT T.O.C. EL 47.372 27.44 3m LT T.O.C. EL 4Z 287m (155. 14) NEW CURB PER ANGLE POINT SAWCUT LINE DETAIL 1 ON SHEET C7.2 a EXIST/NG �►TRUCTURE TO.BE RELOCA TED (ODOT DETAIL DWG NO. RD300) S. W. BEH/ND BACK OF NEW !;URB R/M SHOULD BE '/--0. I5M ABOVE PACIFIC 1111GHV VA Y 99W TYpICAL SECTIONHIGHWAY 99W STA. l+084.05122.942m LT GROUNDi� END SAWCUT L I NE �\ . EXTENTS OF EXISTING A.C. PAVEMENT C6.3 �8 HIGHWAY 99W STA. 1+084.859 /3.050m LT 25 H/GHWA Y 99W STA. I+073.092 _____.____-__.___________..____-.-__._________-__.___----__---_-- ----_. _------____---__. .__--._- -- ___.-_. - ___ F_.__.___ -_._- -.- ---•_-_-._. ._.__�_._.-..`_ _-_ _�._- _.---'-- END CONCRETE S l DEWALK, BEGIN TRANS 1 T I ON 9.6/4m L T=SD STA 0+057.847 _ CONSTRUCT CG-2 CURB INLET ,�-�F_NV/.SH._.r,RAI)F c ..Sr-nRMrr__._-- _ __.____ _-----_-----_---__- ___-_--__--.___.___-_______ ----_..._._ _---�_-_._ __- 1 48 O9 REMOVE EXISTING 2.3m A.C. PATH 20 CONSTRUCT A HAND I CAP RAMP 4.8 -_-----------• ---------------AREA Tr BE LANDSCAPED PER DETA IL 3 ON SHEET CZ2 PER DETAIL 5 ON SHEET C7 2 ODOT DETAIL DWG NO RD336) - (ODOT DETAIL DWG NO. RD725) ( ' 10 NOT IN USE --__-_------------- --- ----------{----____-___-__--------- S-0.0030 --- - CP C14 CLASS 3 51.43 M 3001 m -� - - - 21 EXISTING STRIPING TO PE PROTECTED 26 PROVIDE 1.52m IN LENGTH OF - - r I 46 REV. DATE BY ` - TEMP AC RAMP FROM ,SIDEWALK 46 ' _ SD -1 RAT Dl :�OOr*:,;� .__.____.__- -.- _�-.-------..�_.____---------------- _-_EXI,�.DNG_GROUND----_,-----_..,.._-- -._.__----_-_------.._..__ _0+051:431__.___------._�-__..____.0 SD M-�� 0 STORM CL RIM 47.100 IMPERVIOUS V I 0 US ARF, STA 0+000 STA 0+0,5Z848 NIGH POINT ELEV = 47.399 � S lE /N 46.060 SD HIGH POINT STA = 0+004.686 PRESERVE EXISTING STRIPING 44 -OUT-46.000--SD---R"".'--,46;-708-(TOC) ----'- --- - 44 IN N RIGHT OF WAY IE IN 4.5.845 SO IE OUT 46.079 SO PVI STA •= 0+004.686 REPA I N I F NECESSARY IE OUT 45.84-EXIST 300mm SD - A5ill/20/021 IML NVl ELEV = 47.419 '! -- ----NA-TIVE--BACKFILL• f A.D. _ -2.o0o EXISTING I MPERV/OUS AREA = 1302 M 2 LOCATE AND PRESERVE I I i _]12/OL/02 ___L____ = 4. 00 POST DEVELOPED IMPERVIOUS AREA = !168 &,,2 I 6 HAT K o 2 EXISTING SIGNAL LOOPS 0+000 .000m VC NET DECREASE Iy /MPE�,V/OUS AREA _ l34 M 0+040 - e _ _ S T ORM / 1611p, OVE1 .111' r-111 T PROF I L E n ^ SCALE : HORIZONTAL 1:200/VERT I CAL 1:40 O � o48 __ ---- _ . ----_ -- - ----_ __ _. _ -- -- I- -- - -- - - _..- - - - -._. .. ---------- - - - ------ + --- ----- -- --- - __ i r 0 0 50s.-- -�"---------_-- - _V-_� - -"- STA: 1+073.092 ELEV 46.708 I PROJECT -1.0002 m w _ _ - --- - - - - - -- - -- -- - - - _ NUMBER SPC002 47 47 - --- _-- -- _ - --- ._-...-----._..----- --- _-. -------- _ __ ____-_.__�.-_ -_ _ -0.9i7� E -- I Date: 69/29/02 ,¢$ _ _---- --------.� _ o PW STA = 1.1-047 1,0 -1.000x - EXISTING GROUND A T o FINISH GRADE A T -- -- -___ ---- - CEN7ERLINE EXISTING ROAD O1 2 N n PV! ELEV = 47.042 I 00 ,n I - - - - _ ____. _-- ---�---- - -. o TOP OF NEW CURB v rn PVI STA = 1+060 `Do ^ N Scale: -- AS .;3�O11N o o A.0. _- -0.642 w GS ^ K = 15.567 0 °' PVl ELE I = 46.828 + o H.C. RAMP `v `� + �O ___-- _ A.D._=_ 0.725 --.--_-_-_` - _--46 -._..__.---'_._.--_----STA.0+004.118 _ I Drawn y: EL 47.398 46 �� ^ v K - 22.061 v .._ Designed By: GS - ST.4 a+000.389 FL 47.376 0 � v' � o � � � I ± V 4 Q1 m Q w w oq p •- O+000 2 l Q o o, o I Checked By: GID - f 0.xoom VC 16.00 m VC - v, Qo � w _--_-.------ -___- --___-- --..__-- _. ---.---------- _-.._. _ .--_-- __ - - --.-_ _.__.___ .__ ---- - ______ _._.___.__-m __-----_-_- �____- -m -.--- -_TOP.-OF_SIDE, ALK-IS_0.061m__H/GHER._.7HAN_nN/SH__ 45 45 - - - - -- - - - _ -- ---cn m - -- - - -- + q GRADE AT TDP OF NEW CURB ,► PROFILE S. W. PACIFIC HIGHWAY 99W a w _ CURB RETURN 2 SCALE : HORIZONTAL 1:200 SCALE : HOR I ZOh TAL 1:2.00/VERT I CAL l:40 I VER T I CAL. 1:40 to W w - - --- --- - - - -- - -- - - -- - - - - - - - --- -__ _ 44 44 1 +000 1 X020 1 +040 1 +060 1 +080 1 + 100 1 + 120 (260 WASHINO'TON COUNTY F=ILE NO. : 02-918 Pacific Hwy. 16875 BUr k.002-00217, MEG2002.0022' 57 of 61 iMMq.ldk•u^A•4a;iP kYlAI.!.tlYiA!'V.^4b•.:,.. .V; •."A4,•' j rpK.=,.,y.. <;.. ,., NOTICE: IF THE PRINT OR TYPE ON ANY I-f III ill III III ill 1111111111111111I I I1 ' 'IllIIIIII111 Ilr1�rIII11 I�f 1 1 1Z II 1 4 I I y� g ___ 10 - 111 - . 1JIMAGE IS NOT AS CLE'R AS THIS NOTICE --_- 1 --_------ -. __.__ _____-. .__ 1. - _�- _-- - ---.!_.1 __ _____ --- L -.- L_----- --- - l. - 1 -1._ f `7 IT IS DUE T;) tHE QUAL11Y OF THE ORIGINAL DOCUMENT f ( E 6fZ i 8 y G ti 8�Z- Z ---v z slz - - y- ilz- 01z -_g[ R [ L't 91C Q t_�_. r -- - i j - a ,a G 1 1s Q 16 I ll �� f � o� 1 � I �l L11J.11I11111111111WIiIlIIIIIII�IIIIIl1lIIIIIIIIllll111!lL IIII�NIII 1 II I�IIIIIIIII�IIIilllll IIIIIIIII Illllllll�lllllllll�llilllill�lilllllll�lllllll►I�IIIIIII I W �I I ,�, I�Il � lilllllll ►IIIIIIIi�llll IIIIIII►VIII III i IIII�IIII .III II 11 lulllilllll ,I II�IIIIIIIII /III I►IMI XREF US]' "- ""•- 0 n Liscole: 1 Uj a 4 [[0 PROPsltsca/e: 1 z z w a ,[: �'`�t�y N fffs� LAJ Vl- Resolved L~L� a it /\41 C q- O 4 �' 19160 'p DID-L000 N a ��o �` o z m a CI- �•- '� STAMP -r - - h Q • � w w -------- s z `"�' a Q Z :3 � Z oo lil m 41 Unresolved _ -- --- - ; 3 41 a v°�� Q a io -C' � z L o o LL c7i a � � T W v_) z aF = i o8 a1._ N W (WJ LL Z Y p Z Z F- U L,! 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(n n ZLLi ci 9M0'911IPN9Sd 00/11A :31Va U v, ¢ U fi o U 4 z WAOHINGTON COUNTY FILA Pacific Hwv_ 16875 BUP2002-00217, IvIEC2002-0022( 58 of 61 L I I 1 Ili I I I III I I V I I I I I I I III I I I I TTT T T l I' Ill I I I f ' I Jill V I I I 1 1 1 1 1 1 III 1 1 1 1 1 1 1 I I I I ' I I I I I I I I I I i I I I I IIl 1 1 1 1 1 1 1 I I NOTICE: IF THE PRINT OR TYPE ON ANY I I I l III I , Ji � III III III I ' I I I I -- - • IMAGE IS NOT AS CLEAR AS THIS NOTICE, f ' 1 I I ' �I I I 3 i I 6 I I I 1 _ i _ � �_- - - g� ITIS DUE TO THE QUALtTY OF THE _ No 38 ®,... .•. ' � ��F ORI.'INALDOCUMENT oI� t 8�ti tZZ I £I tii I�I OT 8 g L !� Qtattlullllllllllllllll�IIII� II I! I 's�I i II II it ll�lll.l 1llJll Ll i.I IL� � I II Ll l.l� 1111 IIIIIIIIL�111IIIIJIII:illllll II III III�IIII IIII�I.II�I II�IiI ill l�lllllliti�llll�ll � II I �I I II I I II I Illlllll�lllllll ►1111 llll�llil llil��lll Illl�llll l�llllllllllill : l� llllllllW...J111.1111 XREF UST = - 6'- SEE NOTE 6. ROW _ 0- PR011fj Ltscale: 1 FACE OF CURB -- STREET WIDTH 5' MIN. 6" IV 1 1 6 gg�f/� PsItscole: 1 - ROAD SURFACE - - ---_---- B -1y PROPERTY UNE 3" � 10 „- CO►JCRETE WALK- _ � tstso Resolved - 1" BATTER 3- / 2 3/4 0 CRUS!, IED ROCK . I �ItgDoN DLD-LOGO e 3;- R SEE NOTE 5 - 27 SLOPE TO S -RE 15, egg v G STAMP-- - s OA[ .. ..� w .r_ r Ry �- 12" '~' •may/ I. uniasol_ved `STERILIZE AND COMPACT SUBGRADE TACK ALL EVOSED MATORIA: 1 • EXPIRES 12-3t-o3 - 6" PATCH AC TO GREATER OF 3 W t 2 �� I ! `, A ! ' OR EXISTING j B � � 4 SIDEWALK AWS►Y FROM CURB THIawFss �^ 6' EXISTING AC -__ SAWOUT --�-_ 1AeLE ----' r O a S s'-o FOR WIOTtIs s'-D ,q >, % a c " ROW -- -- PLAN BASE COURSE i 6" 3 5' MIN. SIDEWALK NEXT 70 CURB --- 24=- - a ° 0 0 0 °O° 0- OIy p °° p 0 0 °° no° 0 CONCRETE WALK ° ° 0 0 '>o n°00 °Qp 0 0 00 0 0 0 00 o o°°0 0 °ao ,° wT�IAI►Y VARY M I&MCH 0 0 0 0 0`b 0 o o p O I -� L`m S owe T wr INE BE 1. FOR USE ALONG MEDIANS, GUTTERS GUTTERS MAY BE REDUCED WITH 2" 3/4"-0" CRUSHED ROCK -7 0 00°0°00 0 �?o Q op o°o°0o 800- 0 00 000 8 o 0 o Oo `b p 0 vm s, OwA 1O n MT 1 O p p 0 0 0 0 0 aRe PRIOR APPROVAL FROM THE COUNTY ENGINEER. CURB JOINT - 2% SI;��pE TO STREET z ° o a° °S�00 _ 00 0 MAX. GL>� g0E11NM1� 6-- JI I I 2. CONCRETE SHALL BE COMMERCIAL MIX, MIN. COMPRESSIVE 0 0 ROAD • - ••:: c .� r _ �, o 0 00 °000d DESIGN INC.. UP= 3/4' YN NOrE 0 0 0 0 a0 00 3/4 - 0 .- . _ STRENGTH OF 3300 Psi AT 28 DAYS. SEE NOTE 5 �► EXISTING � ° 0 0 °° 0 rp I SIR , :` "'�-� S BASE ROCK-I-o 0°O cb 00 0 o o CRUSHED ROCK i • ; • •= Y to GA. 3. EXPANSION JOINTS. STERILIZE AND COMPACT SUBGRADE 000 00 0O0 00 9045 SW Iiarbur Blvd. L 2' OF 3/4' MINUS 1- 1/2- ABOVE BASE A. TO BE PROVIDED: °0 0 0000 0 °o Suite 101 O O oo p apo� 1). AT EACH COLD JOINT. NOTES SIDEWALK ADJACENT TO CURB °`�°°�°° °O 0 0 Portland,000 (503) 225-1 679 9 � 2 AT EACH END OF DRIVEWAYS. SECTION B-B 3 AT EACH SIDE OF INLET STRUCTURES. , r- ° Ise ZONE 4 AT EACH POINT OF TANGENCY OF THE CURB. 1. CONCRETE S4ALL BE COMMERCIAL MIX, MIN. CU.+PRES�IVE SIR N• IH OF 3300 psi 5 AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. AT 28 DAYS. _ NOTE: COMMERCIAL DRIVEWAYS 4. CONSTRUCTION JOINTS. 2. PANELS TO BE 5 FEET LONG. BEDDING A. SPACING TO BE NOT MORE THAN 15 FEET. 1 1) CONCRETE SHALL BE AIR ENTRAINED 3300 PSI(MIN. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROCHES, UTILITY BREAKING STRENGTH O 28 DAYS) WnH A SLUMP BETWEEN VAULTS, WHEELCHAIR RAMPS, AND AT SPACING NOT EXCEED 45 FEET. 1 1/2- TO 3-. BACKFILL COMPACTION TEN TOTAL AIR CONT (PERCEMAGE BY VOLUME OF 5. BASE ROCK TO BE 2"-016 OR 3/4"-Op' COMPACTED TO 957. OF AASHTO CONCRM SHALL NOT BE LESS THAN 4 PEIRC81T OR MORE 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT SAME TIME AS THE • 4• UP- 95% w T-99 AND SHALL 3E TO SUBGRADE, STREET STRUCTURE, OR 4" IN NOTE: COMMERCIAL DRIVEWAY THAN T PFxCorr• DEPTH, WHICHEVER IS GREATER. L%;RB, THE JOINT BENIEEN THEM SHAM BE A TROMELED JOINT WITH A MINIMUM 1/2" ( E AASH sox ! 4C'-0' MAX - iS'-0' MIN. WIDTH 2) CURB JOINT SWILL BE TROWELED WITH A MINIMLM RADIUS. NOTE R" x e' 10 GA. WIRE MESH 1/2- RADIUS ALONG BACK OF CURB. � EX � ro AN �E K� (PER AASHTO T-99) 6. DRAINAGE BLOCKOUT EXCAVATION AND BACKFILL OF TRENCH � 3) I:w'^ANSION JOINTS SHALL BE 1/2" ASPHALT " 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IMPREGNATED MATERIAL OR EQUALEXTFVDING FROM A. 3 I.D. PLASTIC PIPE WITH COUPLING. SUBGRADE TO FINSH GRADE. B. DRAINAGE ACCESS THRU EXISTING CURB SHALL BE CORE DRILLED IS USED, OR IF SIDEWAIX IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE 4) CONTRACTION JOINT SPACING SHALL BE A MAXIMUIr OR CURB SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND SIDEWALK SHALL HAVE MINIMUM THICKNESS OF 4 INCHES. OF 12'. REPOURED TO FULL DEPTH OF CURB. 1�1 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3° .4044 N.T.S. DIA. PLASTIC PIPE AT 2% SLOPE. CONSTRUCTION JOINT TO BE PLACED OVER PIPE. WASHINGTON COUNTY COMMERCIAL DRIVEWAY WASHINGTON COUNTY EMERGENCY MOUNTABLE WASHINGTON COUNTY CONCRETE T--CUT unified `- DEPARVENT OF LAND USE oEPAR1MENT of LAND USE oEPARTMENT OF LANo USE SIDEWALK DETAIL ASPHALT DETAILS `--� CURB .qN D GUTTER AND 1RANSPORTA110N �� W z AND 1RANSPORTA110N AND 1RANSPORTA110N - wA . COUNTY ^- wA9E DRAWING N0. 285 -' - CS-300 A _ CS-305 � GW Z01 B z A4 ETA / LS� CO VERC f AL DR l VEWA Y 2 CURB AND GUT TER 3 S 1 DEWALK DETA I L 4 T CUT ASPHAL T D C7 C7. 1 N.T.S. C7. 1 N.T.S.. 1 N.T.S. C7. 1 N.T.S. U o A P4 ZP., _ B ONE TWO RECESSED, SEVEN NO. 3 BARS T l NO. 5 NO. 3 B T 5" O.C. B BARS a• a' .d VARIES M MATCH _ A a. A :"�• CURB TYPE TO C •. •. 4. 4:.s'.e :•. 1 1/2 NO. 5 BAR T1fF'. 0 x]'L10LTS i B NORMAL SLOPE OF PAVEMENT 1`M V '4 94 O.0 FIAT BAR SECTION A-A RECESSED CURB INLETS PLAN PLAN VIEW TO BE INSTALLED IN a • . •o s X 2x ACCORDANCE WITH !.47 T,,P, B DRAWING NO. 226 b . '•d: 2 r . '•• , 4' CURB V. / TOP OF p• '. n PAVEMENT '� �� ---7 '-T _ n D A'. OPTION: CONST. JOINT= PLAN r 1/3 OF SURFACE AREA �• n . A . �. _. a: 3. / ` b MIN. I 13 1 2' - R �. _DATE BY 0 � 0 0 ` e• -/ 1 I 2' B 3/a-x 2 1/`2"MT SARs 2 , �• , 2/6/02 I M L 777; NO. 3 BARS-/ ARS d. ..,:':s _ AT 1 7/0'ON CDffM 211rr II Ir II it II I[IY / MAX . to q'.4 18w BEAR HOOK 07/23/02 HAL' i • n - 1 Id •Q e •:4 :•,' ;• 011053 SI1fD MIN. 1 1/2' p _ � . p �� . Q I Va NO. 3 ' BAR- -4 ...• � s"A. I I 4iv 0 4 4 .." SECTION A-A SECTION B-B p., 'Q .�• ' .b •' 2 ,/r NOTES: '-' CATCH BASIN M BE CONSTRUCTED IN ACCORDANCE WITH ASTM C-478 B STEPS REQUIRED FOR CATCH BASINS OVER 4 1/2' TO FLOWUNE NATER' x U FLAT -� OUTM MTYMCAL A°RDS OARS FAO11 Elo ASE MATERIAL PLAN /1e, s SECTION B-B a OF 3/4- COMPACTED B SECTION B-B PROJECT PRECAST CATCH BASIN: 5' HOOK BAR FRAME AND GRATE MATENAL SHAU_ BE FLAT BAR STEEL OR APPROVED EQUAL_om NUMBER SP0002 I MINIMUM WALL THICKNESS TD BE REINFORCEMENT M BE REBAR MEETING ASTM A615 ^RADE 60 OR WELDED WIRE MEETING A DETAIL ADDITIONAL THICKNESS AND RLINFORCEMENT SHALL BE REQUIRED FOR STATE 1?ate: 09/27/020 HIGHWAY APPLICATIONS. °, ------- - Scale: AS NOTED M ti GUTTER <Sc CURB unified Sewerage GUTTER & CURB INLET unified ` CATCH BASIN ueenl�fte� ��--' llraTrn By: HAT . o INLET CATCH BASIN agency CATCH BASIN (CG--2) agency FRAME AND GRATE (L--G2) agency N DRAWING NO. 225 CG- 2) DRAWING NO.226 DRA�VNG NO. 170-ST _ DeL�igned By: NAT _ I Checked By: GID IT IT -� L Q U 5 CURB INLET CATCH BASIN DETAILS 4 TRENCH BACKFILL DFTAILIS C7. 1 N.T.S. C7. 1 N.T.S. t WASHINGTON COUNTY FILE NO. : 02-918 Pacific Hwy 16815 a y BUP2002-00217.MEC2002-0022( 59 of 61 4. NOTICE. IF THE PRINT OR TYPE ON ANY ll-i U l l T� � til.IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 No. 6 IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT 1 7 I' E 8Z 8ti LZ 9Z �. ►�Z Eti � I1Z OlZ 6i 8t L�T 191 QIt' 6�T Cl TT TT (1�T 6 18 �LL i I' I ;I � ' Til � II I I II I I�LLIIIIIIIIIILIIIIIIIIIIIIIIIIIll111111�11111illlllllli!111J.L1Lllllllll.l'ILlll.11lll llllllll ll!I�Itll �� I II Illlllll�lllllll.I Illllilll III►III �III�III��IIIII �IIIIIIIII�I►IIII�IIIIIIIIII�IIIIIII IIII III �I,I � j I IIIIIIII�IIIIIIIII�III��III�IIIIIIIII�I 111 I�illl illllllll llllll III I XREF LIST - ---- -- - -- ----- - - - ---___--_ DRAINhGE CURBS �+p,te%ran ' ,bo var rbo,nm -U66 dlop.►att�r t:b•e%nam L:scale: 1 w du grafter#,An viv 460 Q o00 mor V,,,,6%daps� ,d i, a 000 mm'I 010 itm Skp•!x id in pl-Ye *i Qwrr lhrw - fbWn --300 mm rth(Bps(ural NaY 7) -900 mm rri.(8•e Orirrdl 110`7) We Psltscale: 1 ewno Mm mh � ' °ibw ).z6 I err+�w 'o F,omm sl�tarx,r arae \ is -- - ..- � _ _ 19160 wt-on BURN 9 --------- ON 300 mil Shtdr.wiAtneq ar 111 Dub 4 pYgA h apw,9rwdW l Bels ti t I 1?160 wf dbY�i e ay O -- - --------- � mfwwdgu.dwwllpor AC P+nr °J��` ) 20 Min I�Rtlrre:t �� ! ^ � - 1 j rr I-� < J_ _�. Resolved - T` Frl Beret When' g m dens.graaw �•, , ��0 160 L `'. •-, ' S Rmm - f^ Fu1.l0ewdc '_ � � 1 .. t�mDSD-LOGO ri 36 nunli Arw cwMnd R E-IwmmmYn, pwKnbYOwisr-Swnuh.Bae S•r..Y«aar apN.w,- lsmmK �STA,"r!P CURB ANO GUTTER 16-1 te - J 1re�rwr�aa.,a o _ y.. v P C.mtc Curb 118 mm / pkt well Yrx t�rb an 1 1 itirror-I D n*L OREGON ---- vtla-arldtL 1 m --------- tk 50 mm mY..►!2t,0{ -_- -NM mi:dual G@wW nobw V�Pd�,s 6/tiOnr.Bl vtldl O1 ahwwkw i o m 1 �M s aBM.tlOne 1A nta C �'/y 15. , �G Unresolved -- 7-"-'t-- g zo mm R N MOUNTABLE CURB I. Qrb aot ,f F-150 inn w 225 mm -R0�SIM pho 50 mm / I I' I SECTION _-�.. AND GUTTER ,rsy a tl,wm on vnm m ae Jeaaad. I. uP S Surf.d ltvrnL t rh,-.unnr•rbrtn p n•x-rs r r G,r4 rw at rlrkimm OPTION A OPTION B OPTION C F. CONCRETE -- _.. - -dada agoa rd �r.:t�.,.�, r -� RAMPS Wi1N BUFFER STRIP aim *11rwu aad�awy rowro`c�,iaryerKyandre,ds � Made ` . OPTION 0 OPTION EXPIRES 12-31-03 coir and fiNwlk rdB 111 -200 mm Nero,v.ry •- SINGLE l"11AGONAL RAMP SINGLE PARALLEL RAMP Uf•n 2tauotr a rho s.s to Pates r t,r asrr IYtd•.N ••voter an S Tnraldwto dad be u••d h cum arta '.;•. +: + rP 5 Moana F'.[E le eda tort i is : :' b aum i prd�il k 1 w ry w M 01 d r/Yd-f �•h Urre>rr-=when wwdrsl d►nsrlon d Ocaa Cup a Mh hYDp to I mm Sit i�p ar LOW PROfiIE IrrloO i dlpa of l l a fl••D«') - is :i: .Y;'!'• -� Fw ra In tea d p,wr■"1dipo6l Ili if MOUNTAI ECURB drat •barwdon at-IIeramkr i.hcb: rtik: ecchh 25 nm d/s.raalWE•. � Z 900 i m mh(6w Owwo Plow 9) sora ivb 1� , 2xnwmdWeasothsrbeshoun oocJed $ UnM.bM �� g Fhih sulYchq � I Ates 76 Ornraramm win.vwy b a0rem with baaw(�) ) rii dopa 10 am k i6D _Sut d tmnn•b narirrw rpprtr,d Oy U+s eryirrc 76 mm w•.p take ( 20MMR Tb mm WF w p/dr t i•plrt / -60mmmd,- 200 T •••::War a �... FL OdwOr�•alM•dwad 1.l leprnwn ?': / /� Ioml.d prntl Bidrr a1 .-0S m ni,_� rldra, M3®300ASPHALT CONCRETE 4 I.20'J 20 mm R. / ... � .... V. Now Cath.12 m mh Oab p-tt0mmrornW - iRlRtJ11®DOIE RAAP1DR111EPATT@N 100 mm tshal ne d aro a ar,y STANDARD CUFTa 8x 5x I ' DVAIL DESIGN i Cos W tlrerad w pYwd rnadr guarttaB MOUNTABLE CURB $r $ i Trsdt f �YI•r.ptsnf to m Min. . - -� � 013 d too mm NOW I OPTION F � OPT10N ti RAMP ON I , (1Smmin) ,� I «nova �11r� ,-_-••• 11Mmryptd VALLEY GUTTER ' r ewtrli ai:,�pra` PERPENDICULAR RAMPS � COMBINATIONRAMPS BUFFER STRIP 9045 Sly Barbur Blvd. t9 mm Ewprwnr pot Mar e mm deP Y PIX*• t 20 mm ti b � OPTION G aoa>rvs ��n IIrY portal b a xeroxed w Top d curb _ St.2% ��1- SLrhw d O°it0��n tepm-a.rrdan d alrb $ Pavemot • All dOwnelo"s pro In mm p 1��„p�� w r,,,p a PARALLEL RAMPS Suite 101 -. OutoL-a g w E t•dogs ohwwmndnl wtinYra.wNd.NMd ilimm --- ---- --- El.n.rrlldw __ Portland, OR 97219 C �•. f w b h eidneww d,srrt•f ,atdE M•rrnr.rwr�+,►wr r a awrv.w, and deldr not rfnwrc wdesa admwt.s n0rd. r r $ E More w mrw w.r nrrr.rfa dr r n.w..o.r 1. Pima b*w� door delle PMN arll whelt k r1 WO mm d NooftCtfet d lormmr• e.Y�d''�'a lrrwraadnp r ra•Owgr d oaid tr U wtdh d pah MRr,•rsnp Soo tit7ns6 for a0drwwr rwgLstrrr • AN artlMriOrwt rre In nm .....a............... p�.w.��.d.r.ro.... _ ...r"..o,a,e...,....,._ a.,'.a `'`'° ,.,�. e#& 2.m .a�«..om.ra.dway�..�.w.��,.r.r4.h.tsa --- - (503) 225-1679 o W Far aarafrudtn d aldstner aueMe d bmr.q Mott: w.rr wt.w...fy rr r•�.ar.r.. t •.• r•. a: ••: t'. : e. . :t'.•: :t:•.'. �225� OREGON STMOPMU DRAWINGS 7•rimm AC rt41di1nw OftL a ORE(itlld 3TANUARD DRAWINGS dwrir aAlt SYb tT,ddhg Ooda.lar rapA amrr ragsler,p oemah0 d Aaraa r..w.r ar.,��n•nr a•..•.r■ I to00 100 Cum w M Me.d er rwttoawl 7.S10wfet r-ttp deaw do tlaadd m ORB M7 710 and pmpowwd ADAMi Salon tk*VAndaro MONOLITHIC CURB iSIDEWALK ThiesddcfbnrrroaOa7� pwon->latdd,wtwrMwYr• Th•••rainandu•afV* 7 9ldwraerCurb OMpakpwshownNn,r1wInfrIna I"her-,0wolwtffe) 11,Jut•20,1/.t OREGON STANDARD DRAWINGS Sl-rted OrartAq,rhos dMtr J *>t M apr I n p•rR Mtn 100 mm. C-tia!s t1/.fNsd SM1rArd RaNq wilt rlwta7rd . T Q(T it dd.er.It Y tnlwldad m pw1Yn d a h••mPrNas PM grwa* CUNM o wavcho w wfb 9.M arMew d aro nip alow(r)wr 6•t- tor.mos Aw d 1oU dl or in hr !.W!-w 2 w0 r1:1p o Imla imird tAaowM,w r Opal abo 0.C an0 P, W q00 lIt•arolln re we dib CURB ENDI"10DETNI nrn.or"fWL leorrmmuftWON °'"'r'A .+•wilerte.d76mw�d.b wlrn (yb.1uw,fraq.wrttl.0.wn.yr.p.b.Y1.r,7sn.n•1,d h q aww� dwy.w mourd161.auA r t-.0 atlowpld frgi-witp pinc>tA1ra aoar+rd +r►+t/P+ta/rdfr�l•ap-aa SIDEYdALJ(MIIP PLACO�If reopen h e11nlww�,�nM eetawd 1.9 m b 8arrtlyd p,�q,„�p�,p .idp cdoft leab•eta Wwo, 2N2 -pV •rrT/�ww.nds a '- - - �.any 11111111110. ou•dt,Opti-IAanOI otrlanratpsldMpaftdOwMn-10•d o.Fah•puawdMedr•wYr,•aArwn►YswWs-wA'pwp-t1Mr�oer • 4FH O wtred•trremralrl.ga s Ndww-iae.a-.Y1mm sriyddsuwfndeA-dl rtr - ar,/.rMwe-1bbnAdwr1a11d5wrrlb►aldrb � �btgat•er wduw ohswY.11o0.4 M u•d•bmil ar-tdiq a O e.011 rot flap•Ytritg nrw oan 2%m euly dYwd-� al ob ltnt r a011-Y 73'd Owie. �M b h orfi r1d prflah rt ati Ir bAr rwpa� 1bpl,ddrs4PioAalsVrfFigYt•s ar/ydlsuwsdrd-M rw mit s -_ - - .�.--__ _ � Afuedw�wAm-rAy• --� RD302 - - - L _ Y - _ VER T I CA L CURB 2 T- CU T ,q SPHA L Tr-T'� SI DE WA L K RAMP co C7.2 N.T.S. 1--� C7.�2N.T.S. C7�2N.T.S. � L+Y CURB INLET CHANNEL �..� TYPES CG-1, GG-2 STEPS UO-rug- Bas Y.7 �sz i% Il7Vbfr 45 Min IlOten -elttbn t.It9VGarrglfwe1101'bsd 9.Mlsebbd S 1.It0's'banmbepM«d��,�pa•b 901=Orrdfad AoAri•W(GPI4 m rrreld•ham•aid toter ddYl N006Q C -_ - - C Im ml aro CG4 t tat. d near taco d arra ar (ees dterq 1..__.' y�-r r ti- ! _ A aarwanM tlan(tee no0e Mor aro hbq M.nofd trfr,r mrd mvs w apsrlled rd tleww,._ `1 h 1�td to me der 010®160 mm oto Bora {/Ote fk Fvble Atlarr,l.Idsfcie 9ddpa L,e o0 g= t rWs dram w ror4 ad-eYa _ _h. _ �•/ ( , --- -t''►Ji 2 n9 a 0111V bng, reoed A w z 2 M hre to Da praed 10 mm lar d �T�� dufq tub towbuc0-I a.M O-rpfon dl•1 ba 10 dh t, has dre8q ,- J ►'«f -- --t9VlanYtSOrrrrhaaddil/) _! Tap d mer �.' tA-Yrl• - -V r rrsad face d wrnete urtaa,Blown Fahr ant ad}ebndrf rkrp ettef be•anted Ti' -r 7110 ma rndn. e--l I mo bra to mm ti n mrd - a e,Otad a0,drrAdd tr,e,ror►detrrprolApretormwlpldMoa _... Patanwd [ , VrYab ['•C Seaaubapraq m brm• WFYp ib IdiY�'L/! a p�0r b.Ord e�ap-f cub -+ Dad B A60 oa.r1� nr,eyd aea \ :,.,,; ;y.,,; PLAN Ura,daaenalw / - -I 3.M w wec...lwtl be z0 dr -- fiiil Qad. �- Bob me VwrYbY ;. ••.�,:V; /� _ Cltl,(�i•2-',. mel ��' 700mmtt1rL D•1�[TfPdaub 110W.t .{�7D Nmol dl ,, B Sest�OP90NGDETAILA- -! W--- {i� PLAN (DETAa.D b bs and eAh afb t•er`l Tops or mow' } Itis!II ietli��set[eeii r l/ r r v(b.a -too' f Topdwev� EE .erw.cYe ___ �w w_ 11TtPtFPOTALLATIOM Vtwa) a 300 noncow - jT tr -- - -- I' t-mm V•rlrbmrGh- 1 E PLAN 219 �n. � - �r°b'e .vwt.a oar sM a y u.Ws _f t i _ _f__ .t0 L'A-I I I• '^ -Tap da.0-1 orb IrM r p-„Omlle 8 r Itaepeorrddrrsamnot mpKNW. $ iG -�r'� Ne"t Cr1 0G 2J 4u� J+i uzr► _ P!nq dl �f1 of curb e1 •..: s 1 /10bwf 73mmdJI �'� r1'a OdOLdnaiG p --- - a t t r{' COt1fL h >! ; AN Oft SM besalWMIN mr#V fri .1 -+ �•jM'm 017EMLN07EB: oaaraprd tSD� b iP•bmirLd nebar mo ' I SECTION C-C �`C I.1NId-w trirY w,rae w.,slrwul. aev�., 'ifh/mmba ,�- < v� b a01-1tMar 106E Bpt> ertw.rn Ptpw J SECTION D-D md..i n `1ibY..taol,moono.a.a to6I gap __a �,- rrIw my o T oommblroomm ariw ot.dCup. 1�1 FROM' SIDE i Ynrq bad d nuet w e�wee wulre r dhlyd h lsoo mm b+QoO mm Boo mm ' rrne■c prauM melds Awa--� : E , c, - A.rook* t GRATE :3RATE ttggr.gfdfrr'b.plottlwd. 1 _y a }} uwa-o,rcw.rerel. �• (1o600�mm ' /60mm FRAME TYPE1 TYPE2 �' �� r JL$ - tI C, n1WdbOrwmrllal..Alpir ;L w.No1r7 1' V '�` d adOmmOre�am 160 {f- -+1 -T 100MmrJ-LLwV $ �� -- Z g 1-----fv°bt�el ! 8 lir b-.-tl.w '��mn ,m l SECTION A-A SECTiONB-B 'a'Sw TA tw-f,dYbw� t ;':r • � g1 I % rtA mlma-ir v-t.d.ra/l daeeautbafwdew-N s: ,'• �-Cnn -" Lt I fTM f �1 e 1 f'� !s l f 75 i '�'0'rDAW ¢.....�.•:...4:... .s...::;.. .. 1 o y -7 vta•brlwall Ite9ar TABLE A r � - -• i iTa -._ -j �� \ t too-1�fJ to \ �w.1 s aro-ro,tryp. /� P4 `/' 1®mmn,rL >sloosne•ml e I r'eo i•• A- `11' +o �' ( nl I t mm a 2 Bell i r t ) (MIT) 250 mm Ntwn 250 mm .oat-.I "'d! ' ��1I►f�1I�f1�IP_��1�f��71fL - L.Li507 �r3 7 / \' 2513 700 is __ _ 100 250 100 2ao •B• •A• •B° Il �] xt-i l-T .4«pwear 6 L90 LL n T }� L T. ca Ito 160 250 100 200 Irw"1 16rd7dmmrrra T,pkeldrb-f 7)plolbo.rondr ar B-f e b.e w f Wry 1Nb 1.3'b'BAR /10'Ef t1AR M' eo . 6'oalsu 200 250 150 250 �Id.d pip bM M Ta A r1oTe �""h- CURB OPENING 0 J eo f 25o zso 15o aso NET TYPE V Y r, TrPE 1tBiI1HOS •rrn,ear tr•rra be tlah �, DETAIL 8 CURB OPENING 30o foo 160 250GIN -�� Sal °° ': b°'b".ie.ar.ddrrc. DETAIL A p�1W Nuts arD e 2 �a dea>yhrpd b 375 900 150 ?SO Trach twtdetbn-_- t�7 tivLrET TrPE W wt x 450 400 150 300 � ;w � Oar r,. �-- e7+ 6�0 270 5?5 100 150 300 t.rM ^wa1r.� d,r ambrww.n.rit 6 All" w"�°""'h'wat GUTTER TRANSITION SECTION Taa"da'b No � L---txi•2_�o00 .20 2.Slyded prowel m-/ot•aedter dlrrttlr trtlNa 1+IN11(rw 110bd. //a0► T4Yw dPd kWh" 600 iS0 30O l� dry to 120E•:m un tow mn h apfdlYO W -- -- Mm[ w-%"wr.rtr.w rn rh a■w,..� Re«+i r1eyo.pM b rrman.h p 7r human en _ 1 _ ib0 450 160 300 1.9uhah0 d p-Nd Sow dro mnpty - -- .+ ttwt5nglnm.tawitamplp 11100nrn, •.ewttwwwfrrr•rr.Cur.. 1lwb�i�tR-brlwrld�-anwtllewYpha`raf dr .�_ --� rote er.,..r.ta.�errsawiy.ee,re: .. 900 600 150 350 WOtdr.alayr4rd-d*im;kq�. N11-1000- 3L Admrrrewpft 134-"lwee.rtl•phd OREOONSTANWWDORAWINOS `� o' ti'fte"1fwZkdedledr*cwt tpfaa FRONT r' OREGONSTANOAAODRAWINGS 1060 60D 150 950 2.Fbrptpw t 9WMrndia,whenpbodInan OREdONSTANOARODRAWINGS ;x, Abt60nmdnrwl - oPbbbMMmrp.vanwewYde. The sairdbrr sd im orad Z �� - llrawMttbnrdusdAll 1200 600 150 350 .nbadirlww btawrwdlnwobrt 8't• 7]tiwwdYadsrandtw•dirY TRE!MBA ;� ..e..nrr,d.Sdea Beam atnts.q t1B700 SbdNrdG.rlp,aNM dwd{pwd OTANQIIM _ �rafp'R �;1--,_ �� OONGIEiE INLETS +mrl drwn.�. �,��'1G. lr'Lfm ewra ti• �.tn ote••Ir 9mm s�1�E>ll KOJOK LE °"' '- - - 9frrard°""+'a wAr'd""bid TYPE C%I,M2 AND 1350 600 160 950 S1lrtdfrd D-ft WON d is P!E 21011E AND MIULTNU b•noddrawtlrperry CIlHbNLETCNANNEt 1500 600 150 950 -oa7pMd q INSTALLAY" edwafflo-►Oud~r t -- R aarWbwY► gOtird+� T ISM 600 160 360 • adte/Woltr.nlnit-rt fndpile aarattst-nim ood etre ----- .eelydrru.rdd.Aedd war ,r,yt,a,,,r r 1 andpfrdttetb0eadrrefpwr 70oz 7050 000 160 350 •rdpr•Nitgrel•e4.rwpa► aff. ti.r-fdwltodlralrNp• /wd.Miss. d '�' - .r/rydll6.uwfndsnab rod rn - i' ,note dmw-M-natal bo uwd wehad Atlrlwwalfi•tflwv�tpl-r. ttndrdorll �--F E•cwddwfiladm-rMq•r - � -- ------- rhhp,lYb PLAN VIEW x mow• Rspbl«.d Auti..l-r�1e«: .- .^,� R.paYr.dFifOedf/nefle+,fd..r. -- �-- -- Rr•V. DATE BY 2/6/02 IML 4 RECA S T S TORM M:a!NH OL E 5 CURB 1 NLET /2\ 47/23/02 HAT 6 PIPE BACKFILL 5 11/20/02 I M L C7.2 N.T.S. C7.2 N.T.S. C7.2 N.T.S. - L 6 112/04/02+ HAT Ar PROJEC r NUMBER SP0002 a Date: 09/27/02 a Scale: AS NOTED o 'Drown By: NAT N Designed By: HAT • j3 Checked By: GIn 0 C7 * 2 v 0 U G (7 WASHINGTON COUNTY FILE NO. : 02--vii Pacific Hwv. 16375 BUP2002-x10217,MEC2002-00226 EJ of 61 A° ,... I !MiG1Niw, 11 '> . .-., - NOTICE: IFTHL: PRINT ORTYPE ONANY i� �+� 11+ l11I11 � � � � '! � ' illlili 11 ! 1111 1ll + l T 'rfTjfI1TjT�Tf'1' fjfjlf"1' jrlT�ll 11+111 ( iI�iii Ilifiil i(iII ( llllflf III (f i IIIIIII I(iII I I�I�I �I I�I I i IIIIIII I �iIIII IIIIIII III I I 1 � � IMAGE IS NOT AS CLEAR AS THIS NOT) ,E, --I-�_ i � 14 _ � 7 I ( I LL I� I �_ _ ^_� -- ___ 8I- 1b 11 12 ti Z6-5 I IS UE TO THE QUALITY OF THE _ _ _ N, 3e Ir 011111`66 ORIGINAL DOCUMENT ds; 6Z I RZ F111111111 9F1111illill --6jZ S _ L TL 8T BfI L�T �Ilkillll 9(T I fi�t £T Zt Tt--- 8 I8TI LI 8 - 9 -- E -L -- 1II II lllll1il11llllll!�11�I1111111�111� 111 II 1111111111►1�11lI 11 1IIIIIIIIIIIIlillli,Iilllllllil it II II II ► I iiI illllii�lillllii lllllllll Llil�llll� I I l i ( III , ilil�l�llllrllll��lllllll�lll � 111ll1�llLl�l�� .II li�il XREF LIS? !art __. - --- --__ ---- ---____..---- ----- --- - -a---__ _------ _�.__. -.,_ - -_ - - ----- --- -_. - _ __ 5 Redtwlq Dogwood Resolved Deciduous Tree To_Remain -- - - -_ ---- -- r 13-F'arne�!Cotoneaster - - -- 20 ,► 12 2 - 12" 9-Compact Winged Euonyrnus SPCO2x10 ` _-- " 9--Pcrney Cotoneaster Typical f3 " 16 - 'KA 4-Hogan Cedar - 5 Gal., Can, c4-30 20 , SNco2x5o 4 22-ParneyCotoneaster _ Conifer To Remain - Typical 2"x 1 P.T.D.F. 8'-0" Tree Stakes 9-10', B&B 10-Parn� Cotoneaster Bark Mulc.,� -- .- � -- 6" B--Compact Winged 6- ellowtwi�_Dogwood ----- _ -------- ( Typical 12" '� - 7_Kelspy Dogwood 2 - - ` Do Not Penetrate Root Ball. (3 Stakes Unresolved 6 Euon num c - ------- . 47 147 TF . . . . . r v�- g Per Tree -- One Coot Olympic Stain •6 1 U _ #713 Required) 12 1P ^ 3 14„ 6, a moo' q Tree Ties Rubber Hose w/ 12 Gouge I 8 2 Q091 •,•• &' -Gaiv.-Vere. ►, i 4„ 26" - - - - - � - n 0 20 a o Tranch4111111111� r-�- From Ground To First �J 16" 12 . 16 t �`�' 14 o Cut & Remove Bottom Of Wire Basket _ , � - _ 14 .- emove ur ap wine From op � 6" - -- �--_ 0 20 (� Of Ball A` er Stakin Place To ►, 3--Redtwi Do wood <:�' g. p Of _ -._g _. - 18" 3-Yellowtwig Dogwood ' Finish aGradeMin. Above Adjacent ., 0 3-Redtwig Dogwood - . . . . . . . . . . Q 7-Compact Winged Fuon us - I Q 24" =.•' X Mulch Circle Water Basin 1 1/2" min. 10-Comoact Winged __- 16-Emerald Care Wildflower Seed Q •;;�` Depth. 22 + Euonymus '► I Arborvitae Mix As Specified Q OD 2 �� P O in _ Min. 24" Wide Bark Mulch Circle In O26 11-Redtwi Do wood0 i u f Areas. • , ' • r 12 3--Ja anew Blood s •• ' ::,..• • . � Backfill Soil Mixture As Specified. 4-Payne Cotoneaster - I I 121. 30" --- Gal., Can, 24-30" _. I + „ 12 ' 44-Crimson Pygmy Barberry _ Q Scarify Walls & Bottom Of Planting 16 - 9-Yellowtwig Dog -nod Pit. 6 _ - - ,,..� �,. , r i�,_-I( ��-"�� Tree Root Barricade Madel RB 18 .r� ill1ji I American Drainsye Products Conifer To I I As Distrubuted By Horizon Inc. 2 _ 20" ' 2 - -- - - - w_. = (JDO Remain - Typica r ,a.--_ Set Rootball On Undisturbed Soil. BEIGHLT;Y & +_.-- . -�-= s -� ASSOCIATES INC. 1 Deciduous Tree To ~��i-�:"'' •: = ' v�u '`� Existing Trees to be :, �':: a, - •Y:. _ ={;- :: _ _ -_ _- _ I Remain - Typical =�:: - _;,., .`�, vY•'ML�; 35-Otto Luyken BEST-PAKS As Specified. ■ ■ ■ ■ ■ 8" Removed Typical -- - - - M yP• LANDSCAPE \ ` J -Trees & Shrubs T - - Dia. of Root Ball ARCHITECTURE r 7-Hogan Cedar - I _ .___ ___. C1 � , \\` 4 Q O --- AND PLANNING 9--10 , B&B I \ • • Y \� TREE PLANTING DETAIL - SHRUP PLANTING SIMILAR 12840 N.W. CORNELL RD. PORTLAND, OR 97229 - 5 - 6" 1 r'-!; PHONE: 503 643--4796 . Landscape Rock - T ica i I NOTES - FAX: 503 643 4798 11-Crimson King Maple 3-Ja anese Bloodgrass 2 8" I 3-Japanese Bloodgrass - 5-Compact Winged Euonymus 1. B&B STOCK MAY BE SUBSTITUTED WITH CONTAINER STOCK OF EQUAL GRADE. i7- merald Green Arborvitae I Kinnikinnick 3-Flame Forest Pieris 2. CONTAINER STOCK MAY 3E SUBSTITUTED WITH B&B STOCK OF EQUAL GRADE. - �E _ , _ ! 3. PLANT MATERIAL SHALL CONFORM WITH AMERICAN STANDARD FOR NURSERY STOCK, - c -I , B&B :,_ 6-KelseyDogwood _ Kinnikinnick 9 _ ANSI 260.1 1986 EDI ICN. 13-Com act Winged Euon us -- - - 8-Kelsey Dogwood 4. ALL FREES'SHALL_ BE BRANCHED. - 18-24", B&B 6" 5. MULCH ALL PLANTING EEDS WITH 3" MIN. LAYER OF SPEC.�_•ED MULCH. + I I a 6. IN THE EVENT OF A DISCREPANCY BETWEEN THIS MATERIA. LISTING AND THE • ( - ----+ - DRAWINGS, THE DRAWINGS SHALL GOVERN THE PLAN f SPECIES AND QUANTITIES REQ. 14" ' I I ,,,,,.�,. �,.,:_ 7. IN THE EVENT OF QUESTION OR LACK OF C�.ARITY OPS DRAWINGS, LANDSCAPE • +} !:777 . � Turf As ' '�" r s CONTRACTOR IS TO CALL_ LANDSCAPE ARCHITECT BEFORE PROCEEDING. - Specified 8, LANDSCAPE CONTRACTOR IS TO NOTIF" LANDSCAPE ARCHITECT PRIOR P TO INSTALLATION OF PLANT MATERIAL / GREEiy „llE UP. 9. ADJUST PLANT LAYOUT AS REQUIRED TO FIT IRRIGATION COVERAGE PATTERN. r - -------+----- - \ I�l SUGGESTED PLANT MATERIALS LISTING: [ - r L I � �l�l �� ` ILS` J BOTANICAL NAME QTY. SIZE CONDITION REMARKS COMMON NAME I TREES z _ Acer platanoides 'Crimson King' 2" Cal. B&B O Kinnikinnick CIJ I � ------ - - -_.�--: I Crimson King Norway MapleLIJ 6-Redtwy Cu, gwood _ Thuja plicata 'Fastigiata' 8'-9' B&B p I 6•-Compact Winged Euonymus _ Hagar, Red Cedar • 10'-0" Landscape ------ -- - - Buffer Area Turf As Specified • / '- }Cinnikinnick r'r �• SHRUBS • Kinnikinni•- ��'"� ' c • Can 10-12„ 1-Crimson Kin Berbe:is thunbergii Crimson Pygmy 1 Gal. r'3UILQlI�I(� O 5-Kelse Do wo Crimson Pygmy Barberry Q 1 Gal. Can, 10-1 may" _ ,► '•, , •.5 ':.; \ Cornus sericea Kelseyr 1 Gal. Can 1U 12 _ * •_ �-y ► -' . . Kelsey Dogwood r^ � � � � _ - - - : • _ ,d •� _ ', • • - •,•_ :r.•' -+_•' � � •.�a .• _ - �1 '- � . ''e •• . - - .:may'• i r n I G d • '. 24 30 Cornus r' F v r m Co us se ices la e c ea I. Can -. � 5 Ga s Yellowtwig Dogwood I Annuals 7-Otto Liuen I Cornus stolonifera 5 Gal. Can 24-30" Proposed Sign 12-Japonese Bloodgrass Redtwig Dogwood - 1 Gal. Can, 10-12" i Cotoneaster lacte.us 5 Gal. Can 24-30" Conifer To Remain _ 11-Kelsey Dogwood - T Typical -9 Parney Cotoneaster 1 Gal. Can, 10-12 B _ i1� yi Euonymus alata 'Compacta' 18-24" B&B LANDSCAPE SPECIFICATIONS Compact Winged Euonymus 1. LANL)SSQAPE CONTRACTOR: The Landscape Contractor must have an Oregon 9. MULCH MATERIALS: Free from noxious weed seed and all foreign material 14. U5E OF HERBICIDES: Applications c.` Herbicides to all planting areas Imperata cylindrica 'Rubra' 1 Gal. Can 10--12" Landscape Contractor's license and be bonded in the State of Oregon. harmful to plant life. Hemlock or fir, me:,ium grind, -'!.5 + 3/4" size. should be done prior to mulching, according to manufacturers 10. EXECUTION: Remove stones, mortar, concr,-te, rubbish, debris and any recommendaticns, for weed control. Japanese Blood Grass -' 2. SCOPE: Furnish labor, materials, equipment and supervision necessary to U 15. ULCFiING OF PLANTING ZEUS: Mulch shrub planting beds with 2 inch �• material harmful to plant life from all planting areas, Pieris japonica 'Flame Forest' 5 Gal. B&B 18-24" Z corr,r,'ite all work shown on the Drawings and in the Specifications. minimum layer of specified bark within 2 days after planting. Cover Flame Forest Pieris 11. SOIL PREPARATION AND PLANTING TREES. SHRUBS AND GROUNDCOVE�f ,; entire planting bed, apply evenly. '.� 3. GUARANTEE AND F«PLACEMENT: Guaraiitee all new plant material after Broadcast the following materials evenly over topsoil placed in each 16. MAINTENANCE: Be in maintenance immediate{ after each shrub and final acc:_ptance for duration of one full growing season or one year, planting area. Rototill materials into topsoil- 4 +a 6 dee rare g Y Prunus laurocerasus 'Otto Luyken' 15•-18" B&B p g p P• planted. Protect and maintain plantings for a period of 90 whichever is longer. Replace plant material not surviving or in poor Amount/1,000 square feet days after acceptance. Be responsible for the following work items Otto Luyken Laurel condition; except. only loss or damage due to freezing, vandalism or 2 Coil Amendment during maintenance period. Water, weed, cultivate, maintain mulch acts and neglects on the part of others. 15 lbs. Commercial Fertilizer 'A' depth as specified, reset plants to proper grade or upright position, Thuja occidentalis 'Smaragd' 4-5' B&B --- _� 50 lbs. Gypsum and do any other necessary work items. - - 4. GRADES: Final rough grade will be established by the General Contractor, c Emerald Green Arborvitae 12. PLANTING TREES AND SHRUBS: Plant upright and face to give best 17. SOD TURF Revlalun� l fine finish grade by Landscape Contractor. Crown landscaped areas appearance or relationship to plant and structures. A. Weed eradication and soil preparation some as for seeded turf areas. Viburnum davidi 3 Gal. Can 12-15" 11/15/01 to provide adequate drainage. A. All planting holes shall be excavated twice the size of the tree, B. Sod David Viburnum 11/20/01 5. TOPSOIL: Landscape Contractor to verify with Owner and General shrub or groundcover root ball or root system. 1. Sod shall be weed and pest free. It shall be Bentgrass free and Contractor who is responsible for supplying and installing the topsoil. B. Prior to placement of each tree and shrub, place GROMAX bogs contain no more than 1% of other grasses, none of which shall be 8/8/02 (according to manual recommendation) in the bottom of each hole. coarse textured gross. GROUNDCOVER & VINES 8/21/03 •� Existing on-site material may be used for rough seeded areas. Imported topsoil required for planting and turf areas- 12" minimum depth. C. Loosen and remove twine binding and burlap from around top of 2. Sod shall be healthy, thick, even stand of gross. each ball. 3. Approved sources: Oregon Turf Farms and J.B. Sod. _ Planting areas: 1320 cu. yds. Turf areas: 2700 cu. yds. PP g Arctosta h os ova-ursi 'Emerald Carpet' 4" Pots ------------- _-- fertile, D. Cut off cleanly all broken or frayed roots. P YI P w Imported topsoil to be representative of the area, friable, free C. SOD BED PREPARATION: Immediately prior to laying sod, bring to an - _---- g E. Place and compact backfill soil mixture carefully to avoid injury even smooth inis rade. Roll as re uired to establish a firm even) Kinnikinnick I- from roots, noxious weeds, sticks, clods, stones, gravel, or other to roots, fill all voids. earn sod bed g Tee of high or !ow spots. Scarify surface to y o foreign matter. F. When planting hole is three-fourths filled, spread evenly around establish a friable fine textured sod bed. LANDSCAPE ROCKS DRAWN TAM N outer circumference of planting cavity (Commercial Mix 'B') RP_ FERTILIZERS: 2 TO 3 CU.FT. CHECKED HSB 1. All one-gallon containers: 1 Teaspoon D. PLACING SOD: Place and handle in accordance with standard and accepted A. General: Approved brands meeting requirements of applicable state g P P 2. All two-gallon containers: 1 Tablespoon practice. Stagger joints and butt edges tightly. On any slopes, the sod DATE 10/24/01 i fertilizer laws. Uniform in composition, dry and free flowing. g P , ►-'-' B. Commercial Mix 'A' - 50% Slow Release Nitrogen, Inorganic 16-16-16-5 3. All three to five gallon containers: 2 Tablespoons shad run perpendicular to the slope. Roll lawn diagonally, leveling 9 9 irregularities and sealing joints. *AUIOMATIC IRRIGATION WILL BE PROVIDED JOB NO. 0156 Q 4. All evergreen or deciduous trees: 2 lbs. for each caliper o C. Calpril Lime inch measured 4-inches a!)ove top of root bc!I. E. MAINTENANCE: °i D. Commercial Mix B - Webfoot 10-15-10 Slow Release y 1_ 30 days after placing sod, top--dress with ammonium sulfate at - G. When hole is pearl filled completelysoak and allow water to , J E. Agricultural Gypsum soak away. Fill holey to finish grade and prepare for other work the rate of 3 lbs. 1,000 s fl. Water thoroughly to wet the soil F. GROMAX (Transplanter Fert. NO.2). Supplier: Rain-O-Shine, 255-1981. / q g Y indicated. Initial watering--in of trees and shrubs by the irrigation. several inches beneath the sod. _ 7. TEXTURAL SOIL AMENDMENTS: Gar, :n Care Compost, as provided by North system not permitted. 2. Protect and maintain by watering, mowing, re-sodding and weeding P l_A N T I N G f-� LAN for a minimum of 90 days atter acceptance by the owner or his • , C American Soils, Inc., Portland, Oregon 97203, (503) 285-5125. 13. PLANTING BED GRAUES, Grades and slopes in accordance with rough- representative. -- - afinish grades established by others plus increase resulting from addition 3. Mow grass at 1-1/2 inches in height when it attains a height of 2 �, TREE GUYING AND STAKING MATERIALS: Refer to detail on Drawings. of bark mulch in all planting bed areas. Grade to 2 to 2 1/2 inches inches. Remove grass clippings and dispose of off site. 00 below boi derina paving, curbs, walls, etc., before application of mulch. 4. Top-dress with Comm. Mix 'A at a rate of 5 lbs./1,000 sq. ft. 0 10 20 40 OF 1 w at the end of the maintenance period. Pacific Hwy. 16875 _ BUP2002-00217,MEC2002-00226 61 of 61 NOTICE: IF THE PRh IT OR TYPE ON ANY I I I I I I I 1 fi• I I r i I I"► I i i ►-ill I• IIII► 1 Ill ISI I�T•Tj I�r lif I�I►I I I � I III I �I'!�I I�I I�I Ell ! I III III I�I III I�I rii III I ! !� ! l�I 111II�11{�I i�( I�i �illll�t I� I lel , ' I IMAGE IS NOTAS CLEAR AS THIS NOTICE I 11 I I 12 I I i I 1 4 I I I I 16 I I I ( I I g I I I 10 I I 11 I I 1 �_ _ >l �__ JOAL., IT IS DUE TO THE QUALITY OF THE No.36 ORIGINAL DOCUMENT E 8 Z 8 Z L Z 9 Z Z ib Z £'c; Z T Z O ti l 81f[ t3 T L i 8 t �4 T b�I £T - ti T i T o�Z 8 t3 L 9 Q ib £ Z rT�,�uw� �� T��►�� i��ii�l��i� ��1�� ►►� ►�►� �� ►1��ll ►�I��III ►�I� ,�II�I��► Il��i�►illilil IIIIII�II ��111111i�1��l�lllilllll►►L�ILiIIII�I�IIIIIIIIIIII��►III►�I111�ll�llll�I, 1�� i�i►II��'rill�