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12394 SW SCHOLLS FERRY ROAD t ~ SF ECTAL INSP=CTION REQUIREO State of 0rggo,-I S:ru�;:f.Jral peciatty Bods. > Concret•:and Rcinfo.min4 Step ❑ Botts insta:N6 in Corcrote D Ccncrete Franli 5, ^eiLi i.:c:r.et t•Ftesis:Ing • C7 ;n,-i Steel S Praitressing Steel Terndor.s t Scholls Ferry Auto Re air 12,394 Southwest Scholls Ferry Road ,ritl 1 C Sprcy i,,:;�!i.0 ! ;.-".ab�;tiv�fll,atoriale Tigard, Oregon G Pl;i^qs,Cr.,lud Piers and Caisson* I 1 , C Shutcreta 0 Spacial Grading,Excavation and Filling i C Smoke-Ccntrol Systems ❑ ;.her Inspections 1 Cl Pt Ur- Approved.......... �ondm;,n ! .. ................ f'►t For only the vv prk as.�.d.... ............. .... PERi41T NO �� d ECFibetl i S110 Latter to.- Folio Aftach Job Address. i By: - CODE REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM S OINSPEG i I UWua'` SPECIAL INSPECTION PROGRAM NOTES: FOUNDATIONS AND SOILS: COMMENTS DURATION INSPECTION AGENCY 1. DURATION REFERS TIME AND FREQUENCY OF INS✓ECTION FOR THE PORTIONS OF WORK INDICATED ABOVE. C - CONTINUOUS INSPECTION IN WHICH THE SPECIAL INSPECTOR 15 ON SITE AT AL. TIMES OBSERVING THE Grading and Subgrade Compaction Ref. Project Specifications P Geobchni:ol WORK REQUIRING SPECIAL INSPECTION. P - PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY Footing Excavation and Compaction v Geotechmcol TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORWANCE WITH APPROVED PERMIT li Footing Form worts and Reinforcement P Testing Lab/Engineer DRAWINGS AND SPECIFICATIONS r PILING, DRILLED PIERS AND CAISSONS: 2 THE INSPECTICN AGENCIES ARE AS FOLLOWS ENGINEER. VLMK ENGINEERS GEOTECHNICAL ENGINEER 90 Complete insto4ation - Continuous Rei. Project Specifications C Geotechnical/ TESTING LAB TO BE DETERMINED u Inspection of Dr:ving/Drill ing Processes I R� Testing TESTING LAB SHALL PERFORM INSPECTIONS OF ALL PORTIONS OF WORK DESIGNATED IN THE ABOVE PROGRAM FEP Earth Formed Pile Foundations (Geo-piers) Ref. Project Specifications C Geotechnical THE SELECTED INSPECTION AGENCY SHALL BE AN ACCREDITED, APPROVED SPECIAL INSPECTION AGENCY EMPLOYED Bf THE OWNER OR OWNER'S AGENT, NOT THE CONTRACTOR OR SUBCONTRACTOR. PER U.B.C. SECTION 106.3.5 r1 CONCRETE; - _ - - -- -------__ THE SPECIAL INSPECTORS DUTIES REGARDING THE PORTIONS OF WOPK ARE DESCRIBED IN U.B.C. SECTIONS 1701 3 AND 11011 0 THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE Placement of Re6,forcing Steel for Slab-on-Grade P Testing Lob/Engineer SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION Schedule of Drawings: -Placement of Reinfc,cing Steel for Elevated Floor Slabs P Testing Lob/Engineer 3. PRIC'R TO THE BEGINNING OF CONSTRUCTION, THE ARCHITECT (OR ENGINEER) SHALL CALL A PRE-CONSTRUCTION Placement of Reinforcing Steel for Reinforced Wall Pane,.: P Testing Lab/Engineer MEETING WITH ARCHITECT, ENGINEER, BUILDING OFFICIAL. CONTRACTOR AND ;PECIAL INSPECTORS TO REVIEW THE - ----- - SPECIAL INSPECTION REQUIREMENTS. THE STRUCTURAL OBSERVATION REQUIREMENTS SHALL ALSO BE DISCUSSED SEN-1 TO OWNER Placing of Concrete for Reinforced Slob-on-Grode Ses Note 6, Item A -- C Testing Lob - _ DURING THIS MEETING SENT TO CITY 4 DUTIES OF THE SPECIAL INSPECTOR TO INCLUDE, BUT ARE NOT LIMITED TO Placing of Concrete for Elevated Floor Slabs See Tote 6, Item A C Testing Lob SENT TO CONTRACTOR A) ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING AGREEMENT, Placing of Concrete for Reinforced Wall panels — See Note 6, Item A C - Testing Lob PROVIDED BY THE LOCAL JURISDICTION — Site Prior to and DuringConcrete Placement for ^� - B) THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS Z Cast Anchor Boltsmen and Embedment Plates C Testing Lob AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE _ CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED. TO THE ENGINEER AND TO THE BUILDING OFFICIAL Placement of Pre stressing Tendons C Testing Lob C) THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR AND (OTHER DESIGNATED PARTIES), IN A TIMELY MANNER, AS j Stressing and Grouting of Pre stressed Concrete Tendons - C Testing Lob ESTABLISHED AT THE PRE-CONSTRUCTION MEETING. Frames Zone 3 at 4 - D) THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL Special Moment Resisting ( ) C-- Testing Lob INSPECTION WAS INSPECTED, AND WHETHER THE WORK IS IN GENERAL CONFORMANCE NTH THE APPROVED PERMIT Drilled-in Adhesive Anchors, Rods and Dowels Shall DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE be continuously inspected during installation per IC80 Evaluation Report C Testing Lob 5. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED T0. Description of Sets: ~ ---"- A) NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AS LEAST 24 HOURS BEFORE SUCH Drilled-in Expansion/Wedge Anchors in Concrete per ICBO Evaluation Report - C- Testing Lab INSPECTION. ( U.O.N. Noted on Drawings ) B) ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN OBSERVED $N _ t� Placement and Installation of Coupled Reinforcing Steel per ICSO Evaluation Report C Testing Lab AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL $HEFT TITLE _i icinit Ma a C) PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT THE JOB SITE -- - - ----- N SHOTCREit:: D) MAINTAIN AT THE JOB SITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. - ------. - - -_ _ - -- - - - COVER SHEET1<1 Construction and Testing of Test Panel G Testing Lob OTHER INSPECTION REQUIREMENTS: --- - --- _ - - - - Placing of Shot Crete C Testing Lob 6 THE FOLLOWING INSPEi.TIONS AND TESTING REQUIREMENTS SHALL BE PERFORMED IN ADDITION TO THOSE REOUIRED BY ---- - -- --- - - _ U.B.C. SECTIONS 1701 ') 1 AND 1701.5.5. G-1 SITE PLAN Placement of ReinforcingSteel ------ ---- - ----- ------ P Testing Lab A CONCRETE INSPECTION AND TESTING REQUIREMENTS PLAN_ II _--- - --- --- -- -- --- ----- G-2 SITE GRADING LAN - Visual '.amination of Completed Work and Strength Tests C Testing Lob 1) CONTINUOUS OBSERVATION OF SLAB ON GRADE AND TILT WALL PANEL CONCRETE PLACEMENT IS REQUIRED, G-3 SITE UTILITY PLAN STRUCTURAL WIELDING AND HIGH-STRENGTH BOLTING: 2) OBTAIN 4 TEST CYLINDERS FOR EACH 100 CUBIC YARDS PLACED (OR PORTION THEREOF IF LESS THAN 100 CUBIC YARDS ARE PLACED). BREAK 1 CYLINDER AT 7 DAYS AND : CYLINDERS AT 28 DAYS. (IF THE FIRST 28 DAY G-4 SITE EROSION CONTROL PLAN CYLINDER BREAK IS LESS THAN REQUIRED STRENGTH, HOLD 2 CYLINDERS FOR 56 DAY BREAK) HOLD 4TH CYLINDER FOR Single Pass Fillet Welds 5/16" and smaller "---- ---- "-- 9 p Testing Lob 56 DAY BREAK BREAK 4TH CYLINDER ONLY IF REQUIRED STRENGTH IS NOT MET WITH 2 CYLINDERS AT 28 DAYS. G-5 SITE DETAILS Fillet Welds larger than 5/16" C Testing Lob 3) VERIFY THAT THE APPROVED MIX DESi,NS ARE BEING DELIVERED TO THE SITE BATCH TICKETS SHOULD BE CHECKED - WN R I c ---- - --- --- �-- �OtV �S.R - n - - - -- - --'- FOR ALL TRUCKS ENTERING THE SITE. L-1 SITE LANDSCAPE PLAN _ Ultrasonic Testing Full-Penetration Welds at Provide Nondestructive DENNIS TH OiV'P S ON Moment-Frame and Braced-From* Connections, Testing per U B C 1703 C Testing Lob B DRILLED EXPANSION ANCHORS INSPECTION REQUIREMENTS ARE AS FOLLOWS 1 and Field Welded Applications in Seismic Zones 3 dr 4 - 124i5 SW MAIN STREET - -- -- - ---- 1) VERIFY EXPANSION ANCHORS TO BE INSTALLED ARE PER THE DRAWINGS AND SPECIFICATIONS - ------ - TIGARD, OREGON 97223 Metal Deck Welding and Welded Stud Installation P Twstin Lob - Y g .) JOIST SEATS - CONTINUOUS INSPECTION OF INSTALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE SITE SURVEY (REFERENCE ONLY - -- - -— - - ON THE DRAWINGS. -- - - — (503) FAX Welding of Stru(.:.•rl L;Iht Gouge Metal Stud Framing C Testing Lob 3) LEDGERS - PERIODIC INSPECTION REQUIRED VERIFY INSTALLATION PROCEDURES ARE FOLLOWED AT BEGINNING �- ---- -------- CONTACT: DENNIS THOMPSON Welding of Reinforcing Steel per U.B.C. 1701.5.5.3 C Testing Lob OF INSTALLATION. UPON COMPLETION OF ALL DRILLED ANCHOR BOLTS, THE SPFCIAL INSPECTOR SHALL TOROJE A-1 FLOOR/MEZZANINE PLAN AND DETAILS - ------`--`--- -- .- --^--_ Welding A705 Reinforcing Steel for Embed Plates TEST 25X OFBOLTS BUILDING ELEVATIONS AND SECTION Bar Larger than /5 C Tenting Lob STRUCTURAL ENGINEER -- __ C BUILT-UP ROOFING INSTALLATION A-LREFLECTED CEILING PLAN AND DETAILS Welding A706 Reinforcing Steel for Embed Plates Bar N5 and Smaller P Testing Lob D. STOREFRONT GLASS VLMK CONSULTING ENGINEER) - --- - - - - -- - -- S--1 FOUNDATION/ROOF FRAMING PLAN AND DETAIL'S' ;- High Strength A325SC and A490SC Bolt installation E. MOISTURE TESTS PRIOR TO INSULATION 3933 SW KELLY AVENUE (Torque Verification) P Testing Lob . FELASTOMERIC PAINT PORTLAND, OREGON 9%'201 High Strength A325N and A49ON Bolt Installation verity all Bolts Installed to p Testis - (503) 222-4453 FAX 2 t8-9263 "snug Tight" Condition g lob STRUCTURAL OBSERVATION NOTES: —� CONTACT: MARK NEWBERR i STRUCTURAL MASONRY: ____ _-__ __ ____ 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER OF RECORD A MINIMUM OF 24 HOURS IN - - - ADVANCE OF REQUIRED OBSERVATION(S) APPROVAL BY THE MUNICIPAL INSPECTOR DOES N01 PRECLUDE Prism Preparation and Tat Specimens -f-- -�------ -- - -_--`----_-' '---'----- Placement of Masonry Units C Testing Lab OBSERVATION BY THE ENGINEER OF RECORD AND APPROVAL BY THE ENGINEER OF RECORD DOES NOT PRECLUDE CONTRACTOR y THE INSPECTION PROCESS BY THE MUNICIPAL INSPECTOR AND ANY OTHER CODE REQUIREMENTS FOR INSPECTION. Placement of Reinforcing Steel r- Testing LabUPON COMPLETION OF WORK THE STRUCTURAL OBSERVER SHALL SUBMIT A REPORT TO OWNER AND BUILDING OFFICIAL J HUGHES CONSTRUCTION - - - - -- WITH WET STAMP AND SIGNATURE ATTESTING TO THE VISUAL OBSERVATIONS MADE THE REPORT SHALL IDENTIFY' Grouting P:ocess and Grout Space prior to/and during ANY REPORTED DEFICIENCIES WHICH HAVE NOT BEEN RESOLVED - - - 7035 SW HAMPTON STREET Grouting Operations C Testing Lon -' ----- - -- -- — TiGARD, OREGON 97223 Installation and Grout Placement for Cast (503) 624-7100 FAX 684-5295 Anchor Bolts and Embedment Plates C Testing Lab CONTACT: MIKE BROWN ----- ----- ------ ---- - ---------------- __. _ Drilled-in Adhesive Anchors, Rods and Dowels Shall per ICBO Evaluation Report C Testing Lob be continuously inspected during installation - _ - - DEFERRED STRUCTURAL SUBMITTAL (BIDDER DESIGN}. - -- Drilled-in Expansion/Wedge Anchors in Masonry per ICBO Evaluation Report C Testing Lob LANDSQAPE � T Open - Web Steel Joists and Girders ------ - ------ -- `_""`--- -`-- - APPROVED FABRICATORS: — -- _-- - Storefront and Curtain Wall Systems -_-- -- "--` -- �- --- OTTEN AND AS_ SOCIATES - - - Certificate of Compliance mull he Submitted to the — ------- Fire Protection System 11855 SW RIDGECRES f DRIVE Architect or Engineer el Recen for all Off site Fabrication P •sting Lon _-_ -- -_ -. NUMBER OF ORIGINALS IN SET 10 such as Structural Steel, Open Web Steel Joists anal Girders BEAVERTON, OREGON 97008 Glu-Isms, and Pre-cast Concrete, Etceteras Mechanical / Electrical / Plumbing systems (503) 644-5066 FAX 641-3092 Rack Systems - _ Notes: CONTACT: JANET OTTEN OTHER INSPECTION REQUIREMENTS NOTE. REVISED DRAWING Q RE-ISSUED WITH NO CHANGES SURVEYOR: SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT ON ENGINEER OF RECORD, VERTICAL AND HORIZONTAL SHEAR DIAPHRAGMS: AFTER REVIEW AND SUBJECT 1'0 BEING IN GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS, THE ENGINEER WILL RETURN WEDDLE AND ASSOCITAES INC. - - --- ---- - -- TTestinq ----- THE SUBMITTAL TO THE CONTRACTOR. THE CONTRACTOR SHALL THEN FORWARD THE SUBMITTAL TO THE BUILDING DEPARTMENT. / DELETED DRAWING �R ISSUED FOR REFERENCE ONLY r Placement of Sheathing and Nail Spacing for THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTII THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN A^oROVED 1750 SW SKYLINE BOULEVARD P BY THE BUILDING OFFICIAL. Vertical Wood and Metal Stud Shear Walls ting Lob/Engineer PORTLAND, OREGON 97221 Placement of Roof Sheathing and Nail Spacing P Lab/Engineer (503) 292-'8083 FAX 292-0938 SIWCTUR _ -_ ^- - - - CONTACT: GARY CHEEL '� OBSERVATION DATF FOOTING REINFORCEMENT P Engineer -- - -- - -- - SUBSTANTIAL COMPLETION OF STRUCTURAL STEEL ERECTION P Engineer ._ --�_--------- ;f.At PR0.1 NO AT COMPLETION OF ROOF DIAPHRAGM NAILING (INCLUDING P Engineer -- -- ---- --- WALL ANCHORAGE CONNECTIONS) - `-` - -- —` DPAWN CHECKED AT COMPLETION OF THE LATERAL FORCE RESISTING SYSTEM P Engineer _J I -- -- — - 4IEET NO NO, DATE REVIFiONS VLMK PLOT DATES: zoousc.rR dwg 2/17/2 00 0:&23 MAN Scholls Ferry Auto Repair 2000006 12394 SW Scholls Ferry Rd. SIT200lo0071,8;P200000270 PERMIT SET 6-23-00 CM l 1 i LEGIBILITY STRIP I0MOM-I Cm I 2 3 7 © 9 10 1 I 12 113 14 16 117 118 19 20 21 22 23 24 215 26 217 28 29 30 I L I I I 01 - HaNI Oce;OE - 1�l�1�u1111 1111 U 111111�1W 1�11J111JlUlI ll1 l�11L�I1 l�J(1�111�J�►j I!I WWI 1 , :V r:. [ Vt z 1 c N OMI;: YE:IPRC•,:A. INGRESS - E GRi SS EJASEMDI' W FFF FFF NJ 90-1165! k 6 :17uI ' 1 ' i TILE 7wVEF OF DAR-1- : ANC THE ADJOIN'Nv CM'NEF T: THE SOUTH 1 t7i � E-- PAPCE S = Y 3 PART:T*14 PLAT NC '193-058) SW14L BE JOIN' I S G BENEFIT AP'IES C%r TNIi EAEEMCA' AND 51iA1: SHAPE RESPJN4iB1UTY 1. _-.- t` _—� C F4° IAA',TENANCE 81 AGREEMENT PER GOCLiMCNT i NJ93u4%S: I 1I PARCE: t S; a'HE 1WrEK F YAPE. rVF 1993-057) SMALL dE IME vILWTEi � • pF THIS ANLv!:AYE SUFfE" ANC. $WALL BE I"UP MA/NIENA.1'1 z, �•' , PART1T". PLA' 'yy'.–Q'' r-• NW NATVRk_ GAS ,C i•+4L 8E THE ;RANTEE OF THIS EASEME+F• ; I < _ z �-' AN, w1;t 055. :7PFTU'� AK: MAINTAIN SAID FASFMFN- ' J < './ a � ►Z. I n ,tL,trT �� 1:4111Ll MAF'o. ;v:A'E PAINT NC'' AVAIIAdIE F(.%: ir•` 511c ; [ PRVATF 1 S WvNP I/ b r•cF - _-- -- - - - SCWCR USEMEA SE8 r0'f '4C: g 5 THE SLIR.C'09 MArCS ti: uUARANTCE AS T, TNF ['ACT LO�A•IGN FLOP - Irl "— TJTA•IT• C,r La1DERGPJON: ..T;_RICS SHOWN HERE-N + , "T �•� _z / N 89'54'18*E 191.17' N n ---�-- -- - --,'----------------------------------- -------- ------- �- N PARTlIK 4 PLAT tqy!-:`7 eF','A*r a GA' •- �„ r Z I•?FF I o I o Gar Myer' r, ( • Jr( A, b tilt'. I'.3V:, SSot•bre W . Fy fo O L..-! ~' I Y. I - - - r RF.'IPC'.'A. NJRF'' - FGRE:. FA',FA/FN' t ,� '� �r-•9 r1Eh FEE r.- 9:-17!53 k 3:-- .i'^: - �� .1 ";.;'dF ST;/P, 6P:.K,G1A;c '7AJiT„pf• ' W ! •�� `,�'t- . Y, I ' EXISTING STRUCTURE ; r,-4 (� A`- •- o _ �_.OUAUTY XIST WATER I EF,4:. c.REK I rn I iHc4D EP.)I,EN OF=! I S 00'05'42"E L 15.00' Y, ----------------- - -- - --- - - ------ - - - - - - - - ---- - -- -- ------------- - ------- - ------- - ---- ----- - - - " CN - F? FXISTING , _ m Wz 1 LLEI;IE_ ---- - TPASH AREA pp�� ---- -- -- - -- -- N 07'17'12'F 16}- - t� N 89'54'13"E 206.17' A 354 47' Pt:N. EXIST COIIAGE-STONE WALL .• '`'! ECW RL_ . � 1 C= C.J • - - - - --- ' '"' -- -- ---<< A” N 89'54'18'E 1 OG' rtl f z 1 38. - - - - --- ---- .�,�z-z =- - s___.__. 11 N 8 '54'18"Ew;E A_r_ r A•_ -Tom. �„1= ----I--- ----------- --- - ---------j-------- --------------- ---iH_ ® ------------------------ 6 5 - 15 1� y � Q E. _ .. .. ._ :-WEo � ��J � 3 ■ i� O Q EVfYrN- - Ft: r'<< �\ NEw _ANDSCAPE J al 1, AREA tc C .TJwV :[MFF - - `/ v Fn EASEME',- - TEE 11. 10-°:5" - T--•T"r, o� —T�.� n ' _ ---- - --- - --- C 3 cc"I �--- -- 1 T YP 2 ___!� �13j u, C 0, I�+� EXISTIN STRUCTURE = I .1 WP M" ,w P�,• O M .., OO ( PAPTr1K', r_&, .=:1_�e: r J r I' 01 a rn 01 EXISTING , G r 1 a rt cv ACCESS r 0 I 0 EASEMERT z I ; I �- -- rl GAS METER- '^•�'�'°"a"'r v v 3 PAPE. '- O N w P PAPTITI'N PLA' '1,t'-C't 10 Lin.... O Benchmark: � � FF 238.25 z A F`.h:' J' EF _ C _ F; 'CI: r.r :JGL - - G 0 ,c E; '1F+=,N :.✓�N:- v-_-;E'TL.'y ".F z P. ;VF i.r:_L: FEGF r S A' NC-;-H ;,A,.^TLA :'PE_' ' - " �_� 6 141 G,. _ 6T-• I b 1 �) TYF Ay ISTAM=ED ".IT t CIF '1_,A=', 7� v:.-iC)% _3275 _ T• Oc T.;AF r' C- 4'-0'I r 2 ,TJt.IF i%TEP'vAL - 1 b x� \ \ \f 4 00 p 1 ,rAjL i - ACr 1----+� �"_NEW LANO;CAP£ AREA zi r S 89'52'27"W 205.92' S 89'52'27"W 100.00' _ '� 138.00' 5 89 52 27"W A . Iry At .t•F ,•r y� Lti — : { PLANNING AND ZONING REVIEW: - JURISDICTION CITY of TIGARD �'. L.:"•�= _r BIKE NO. 1,2,3 (N.I.C.) - - ry _ �`' '%' �'1� ' �� -''-'F�' LAND USE LONE GC - - A /J/ H = 7C= FICC Cr k:TAW!til= ✓,�__ = FENCE - LEGAL DESCRIPTION PARCEL 3 a SITE PLAN _ CHAIN LIN!, rE'�:_ SEC 34 T 1S, R 1W, WILLEMETTE MERIDIAN = ASPHALTI'_ CC's-F'E-_ CITY OF TIGARD. WASHINGTON COUNTY, OREGON 200006 1 =20-0 VO - = BRICK IC6NC:FE P%II(_) VA.UUM C LA%Ly u _1' = ELE Tki'- NIC-:l - ELECTRIC VA.L n TPA%1 ELECTRIC, TF'AN'-.FOF'41EF ASE& SUMMARY: _ 1' ,, M1: '.•. GA,=. VALVE SITE AREA 21,527 SOFT 49 ACRES �$C DETAILED REVIEW.;__ .� E = B";TTOM Q- I.'' _ BUILDING AREA 5,515 SOFT 256% COVERAGE O T' = TOC OF (,F° LANDSCAPE 3,173 SOFT 150% COVERAGE CODE SECTION REQUIREMENTS/ALLOWANCES COMPLIANCE _ W`2 = WATFF• M;F� 311 1 S 3 OCCUPANCY' FOR REPAIR COMPLIES • P W-; = WAT[� ,iL.'� A.C.PAVING 12,839SOFT 600% COVERAGE GARAGE (NO WELDING OR OPEN FLAME) = I•IwE HrDiiZif 2 I 0 _ CA!,_"f bA;,'N - S11440N T'(I E TABLE 38 1 HR OCCUPANCY SEPARATION 1 HR DEMISING WALL PROVIDED LEANC�J PARKING 15 SPACES 2 7 PER t,D00 SO FT BETWEEN 53 AND 8 OCCUPANCIES KE1' IS THIS DEIAL STORM DRA'N MAN-.LLE, Mh = SANITARY ,cWLW MANHO-E GENE AL UB REVIEW 5051 BASIC AREA 8,000 SOFT ACTUAL AREA 5,515 SOFT C) 1 1/2" DIAMETER STANDARD PIPE. SHOP PRIME WITH ZINC Ili - Ci)RRUGATFG N-'A' c,FPF 505, - OXIDE PRIMER. PAINT AFTER INSTALLATION WITH OIL BASED G'.� - ROI YVINYI t'I c,FI; IFI A,-IF 1 GIC" UNIFORM BUILDING CODE REVIEW. 1997 EDITION, 05SC AMMENDMENTS 10/1/98 TABLE 58 ENAMEL COLOR PER OWNER F = F111't"?HFNr (RI &-,T 'IFF UNIFORM FIRE CODE. 1994 EDITION, USSC AMMENDMENTS 4/1/96 �-- 2) STANDARD 4" CONCRETE SIDEWALK _ UL ND t/c" IN(_)N F'.?ll '61'� TL__vN E'Ll, .11+. �.hl }1A!yt 'EL E. kE ON �TAN7 . OCCUPANCY S-3 (REPAIR GARAGE), B (OFFICE) 1203.21 VENTILATION REQUIRED 1 5 CFM 3600 CFM ME':HANICAL t/ENTILAiION 3 6" x 6" x 1/4* STEEL BASE PLATE WELDED TO PIPE ENDS _ P; T� 1 T 505 2 PER SOFT OR UNOBSTRUCTED PLUS (8) 12''.14' AND (2) 10'X14 OVERHEAD DOORS f 1/ • L.t N . Mi.N;;M�J :,:. N,-TF.- CONSTRUCTION TYPE V--N (CONCRETE MASONRY UNITS WITH WOOD ROOF) TABLE 5P ClPENINGS PROVIDED L_1- 4) SFT PIPE END`; IN 24' x 12' x 12- DEEP CONCRETE FOOTING W/Y'1'- = WI I H ''ELLUW I'U3='I,_ LAI• -- --= UNDERC•RC'!IND CTAS LIN_- FULLY SPRINKLED NO SPRINKLERS n/ QG —k-- FFNI:.F i INF �_j- p Lr _ UNL)LPrsPQLINU Iv''M L*41N LIN_ KEYNOTES: GENERAL NOTES: �. W - = UNDERGRC'!IND SAN'TAP' ,EWER LINE —" 1 PROPERTY LME BEARINGS AND DISTANCES AS WELL AS SITE AREA I 1 BIKE: RACK, FOR THREE BIKES _''� _ '�` 1`0c'- ; . 7'-,Ur I !NF 1 WHEEL STOP >- /� CALCULATIONS ARE PROVIDED FOR ZONING AND PERMII RENEW ONLY LL._ �77- 2 Id� FO,-'T C /NTt'tI.IF •SINE V EXTRUDED CONCRETE CURB. LOCATE AROUND ALL LANDSCAPE AREAS AS SHOWN, REAL PROPERTY LEGAL DESCRIPTIONS AND AREA CALCULATIONS ARE � 5 \BKRACK-3dwg 1/2" 1'-0 = L'PQ1'EFTT SINE CONNECT TO EXISTING CURBS AT OIL CAN HEI!RY'S AND PACIFIC CAR WASH TO BE PROVIDED BY A REGISTERED PROFESSIONAL SURVEYOR. W = EASEMEN' LIN:_" LI_ 3 J' WIDE PAINT STRIPE = EVER(J;LEN 'kEE A:; NOTEC 2 THIS PROJECT IS DESIGNED AS A 'SHELL' BU+LDING AND WILL ADDRESS 4 NEW 5'-0 ' CONCRETE WALK. J z THE FOLLOWING ITEMS WITH THE TENANT IMPROVEMENT PERMIT SUBMITTAL I [,EC''[1LIC,� TREE A_. NOTU 5 ACCESSIBLE PARKING - SEE SITE DETAIL SHEET A. INTERIOR BIKE RACKS (IF REQUIRED) J .-j u —J B. CURTAIN BOARDS IF REQUIRED) DUE TO THF. USE OF DEMISINC WALLS Z W ' = UIFI:C IIlJN !)' �''{'E INLt1/':U IL': G PAINT STRIPING AT 2'-0" U C DENOTING 'NO PARKING" ( 7 LAYOUT PARKING PER STALL WDTH AND COUNT ( X ) C ENERGY COPE COMPLIANCE FORMS PER EACH TENANT N O O D EGRESS PATH AND LIGHTING PEH EACH TENANT 8 EXISTING TRANSFORMER - VERIFY LOCATION OF ALL UNDERGROUND WORK E. RACK PERMITS AND HIGH PILE STORAGE REQUIREMENTS PER EACH TENANT 0 . 9 EXISTING ELECTRICAL VAULT � I_I_W If, 10 VERIFY EDGE OF EXISTING PAVING MAKE SMOOTH TRANSITION TO NEW ASPHALT. d G �--- 11 VERIFY LOCATION OF SANITARY SEWED STUB QY Q 1 NEW FENCED TRASH ENCLOSURE (6'-C" H rHAINIINK WITH WOOD SLATS) SITE INFORMATION _ �j ( n 13 CONDENSOR PAD 14 BOLLARD - SEE DETAIL 531 SURVEY INFORMATION FROM TOPOGRAPHIC SURVEY PROVIDED BY. WEDDLE dl ASSOC.. INC DATT DATED FEB. 2000 LOCATED IN THE SW 1/4 OF THF. NW 1/4 OF SECTION 34, _ 1 REMOVE SHRU S AC TO FACE OF GARB ENC SURE T.1S., R.1W_ W.M., CITY OF TIGARD, WASHINGTON COUNTY, OREGON _ _osbuilt.dwg VLMK PLOT DA KALI PROS No 16 4'-0' WIDE STRIPPED ACCESS WAY. (3" PAINTED STRIPES) -^ AS NOTED 200006 WITH 3' WADE HEAT APPLIED TAPE AT EDGES Q DRAWN CHECKED 1 6'-0' X 6'-0' MI C C. SLAB WITH BIKE RACK FOR 2) BICYCLE MAN AVD SHEET G NO , VLMK PLOT DATES 1 2/7 2000 14:3 13 RAN I 2/1/2000 14 12.18 KAN 3/1 2000 2:2354 MAN 4/19/2000 17 35.56 AM OF 20006G-1.dw 8/23/2000 6:6.30 MAN 12394 SW Scholls Ferry Rd. SIT?000.00031.BUP2000-00270 REVISED PERMIT SET 8-23-00 2 of 11 ..weuece>�II[I cm LEGIBILITY STRIP O ? 3 a 5 6 7 8 9 lu 1 1 12 13 14 yl 16 17 f1 9 20 21 22 23 24 25 26 27 20 29 30 10 1 t CDZII 1IIII IIOII �11 ' MON a lot Mll)�IaJ 111�1J�JJ l�1lJ�►11�1W U 1�1�L�11111 �I��IUAIUJ.L�l� �. oz y.IneMge...rK..M1IMAF xbx)fI,AM"A4* ave. ,..war,Mu.4.w.,a,w M.ru..".c ., , - -.. _ R_MMI,"+vnq+'�+"wr.�.wYn,."1,..-w..x•..,-...e.v.,F .. .. .. MWIMI�.•MIMsmr,N+.rf�.1.w�+.�a'rplMRrw,+.MFS•Y•nrw.wrwaTN'+,YMiI,RMMMII��'M"n'•.�„MM,,,r.t.••,xw",.•ngrrnnr.wr+" .�.'Iw•„try^.'M'..4rlr,wr e++trW' J GENERAL NOTES i. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH WASHINGTON CC'_INTY SURVEYORS STANDARD PLANS AND SPECIFICATIONS, AS APPLICABLE. NO TFIti: 2. PRIOR TO ANY CONSTRUCTION, LOCATIONS OF EXISTING UTIUTIES SHALL BE c VERIFIED BY THE CONTRACTOR. WHEN ACTUAL CONDITIONS DIFFER FROM THOSE J SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. CONTRACTOR TO LEAVE ALL AREAS OF PROJECT FREF OF DEBRIS AND UNUSED -- CONSTRUCTION MATERIAL. 4. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT, SURVEYING, TESTING, PERSONNEL, TRAFFIC SAFETY CONTROL AND AS-BUILTS FOR ALL PHASES OF CONSTRUCTION. 5. PROPERTY UNE BEARINGS AND DISTANCES AS WELL AS SITE AREA CALCULATIONS ARE PROVIDED ZONING AND PERMIT REVIEW ONLY. REAL_ PROPERTY LEGAL DESCRIPTIONS AND AREA CALCULATIONS ►••- I - - -- -- - - - - ARE TO BE PROVIDED BY A REGISTERED PROFESSIONAL SURVEYOR. I 6. PROPERTY CORNER SURVEY MONUMENTS, WHICH ARE IN DANGER OF BEING DISTURBED OR DESTROYED BY THE WORK OF THIS PROJECT, SHALL BE TIED--OUT BY A REGISTERED PROFESSIONAL SURVEYOR PRIOR TO THE BEGINING OF ANY CONSTRUCTION, AND SHALL BE RE-SET IN ACCORDANCE WITH STATE J LAW, IMMEDIATELY FOLLOWING THE COMPLETION OF ALL CONSTRUCTION. - I _ - �z f 1 , r I 7 I �• GRADING NOTES 1. ALL GRADES Sr,OWh ARE FINISh GRADES. 2 ORGANIC AND UNDESIRABLE MATERIAL SHALT_ BE REMOVED FROM THE CONSTRUCTION AREA AS DIRECTED BY THE ENGINEER. �,; ,, . IL ' s,•` 3. ALL FILL AREAS SHALL BE STRIPPED OF ORGANIC MATERIAL. FILL WILL BE PLACED IN 9-INCH LIFTS AND COMPACTED TO 95 PERCENT RELATIVE MAXIMUM DENSITY I / ACCORDING TO AASHTO T-99 STANDARDS. BASE RUCK IN THE STREET WILL BE - + COMPACTED TO 95% AASHTO T•-180 LANDSCAPED AREAS WILL BE (OMPACTED TO Q 90 PERCENT. THE CONTPACTOR WILL PROVIDE DENSITY TESTING WITH A MINIMUM OF ONE EXIST WALL Tp BE REMOvEU AND TEST FOR EVERY 10,000 SQUARE FEET OF AREA AND 2 FEET OF Fi.L PLACED. ADDITIONAL TH I Z COMPACTION TESTS MAY BE REQUIRED BY THE CITY, THE ENGINEER OF RECORD, IF MATCHING GRADE HAMATCH THE Ex 5T. 1 EXISTING PAVEMENT 237 10 PAVEMENT POOR COMPACTION EFFORTS ARE OBSERVED DURING CONSTRUCTION. COMPACTION REPORTS _ - - _ w FROM A REPUTABLE TESTING LAB WILL BE SUPPLIED TO THE ENGINEER. 236'50 37.ao � _ BEGIN RETAINING WALL 0 - 4 ALL DISTURBED AREAS NOT LANDSCAPED ARE TO BE HYDROSEEDED OR BEDDED IN STRAW �_ - _ _ _� _ �,. �� TOP OF WALL 237.25' TO PREVENT EROSION. • ' ■ - -�► 0 Q ' I I 237.75 238.00 Z SITE INFORMATION i I • FW FW ,��' n \Y i 237. 237.7 \ SURVEY INFORMATION FROM TOPOGRAPHIC SURVEY PROVIDED BY: WEDDLE & ASSOC., INC. WA DATED FFB. 2000 LOCATED IN THE SW 1/4 OF THE NW' 1/4 OF SECTION 34, 1 ■ uj W W T.15., R.1W., WM,, CITY OF TIGARD. WASHINGTON COUNTY, OREGON RIM 236.43 I .y�+ _8 225 1 `-TOP OF WALL 240.0' J - I w - I I 37.15 � a �L. W �r O 0 � - -- - 238.15 238.15 38 238 Q J Z Q c �" � �IUIIiIIlhulllllllfl� I NWI 238.10 �IIIIIIIIIII \ ,,dllll i „dllll 1c1'lll , n►�LI•I:: FF 238.25 TOP OF WALL 240.40' HIIII�IIUIIIIIIII 238.00 Illllu�lllllliilull+, o 1 238.1 J \a&1_5 __Z38 15 ---- ---- 238 - 236.35 �237.15 236.40 2 .15 C. B. } 238.50 M O 236.50 1 237 MATCH a N 1 I I GRADE END RETAINING WALL I I TOP OF WALL 240.0' 0 2J9 240 SLIRVE YOR'S L_.l__ SITE GRADING PLAN _ Q - - 1 - TO 0 n ry Q - : SITE GRADING LEGEND sITEGA 154 EXISTING CONTOUR UNE NEX O NEW CONTOUR LINE ■ CATCH BASIN - ` MANHOLE c - r - �+ UTILITY POLE Z F r c r r EXISTING SPOT ELEVATION AK FIRE HYDRANT -TT A Tt,dj 154. 5_ M METER • F _. �,f ^� _'," F NEW SPOT ELEVATION PROVIDE STAKE. SEE SPECS. w UTILITY VAULT _ rdF EL ELEVATION TRANSFORMER AND PAD Ij M BENCH MARK VALVE. BOX COVER r 0 c TOP OF CURB •':= UGH i POLE n/ - B 0 c BOTTOM OF CURB L--L- LI` M H MANHOLE WALL MOUNTED LIGHT L_.L c © CATCH u r 7 r 1F �� w_ DEPARTMENT CONNECTI. Q 3i BASIN UJ (n '" 0 - N _J -I O LL O CJ Oz CD OIn O W V V) DATC 02/29%00 I SUIF P1701 NO i AS NOTED 200006 DRAWN CHECkED HAT TCIMC ",HEFT N� VLMK PLOT DATES G 2 2/16/2000 14 13.3 kAN 2/23/2000 13 174 HAT 2/25/2000 15:0 30HAT 20006G-2.dr 4/19/2000 17 8.48 AM i 12394 SW Scholls re,ry Rd. slTz000-000a,,suRz000-oozTof EA�M/T .JET 6= l3-Od a o1 „ c LESIBILITY STRIP 0'(D- 2 3 4 5 6 8 9 IU 1 ! 12 13 14 16 7 L. g 20 21 22 23 24 25 26 2' 28 29 30 n CDat 01 NOI 6 1 OL 01� !;a r.. �P.!nn"rr.aew�.M4b.!.�rwwfA,?wfr•�'ry.p....+f1Ae.wn�`M.4» w.....+.•.+.M.+:M.+..nw.+agn..w -:+�«.w w. lAMtiwmww.rwe..r.+t+w.•.wa'+•,.. rrw..,.we•wnw.w'e.f.ww'�IIF.•,rMN..wN T �' ^"'M'.`w.w.f^n, 'M••"•nN•«rw..n.•...H•r•,.i..•Ms�M�M7A:+ 4 M,1'MNR711u►rw«.w +anaw+wnNry•�wrsewr+.•.e•........,rr..wnn...�,,.i.r►,.rt.wMlsR•�..M..erw+...MMMT1t+.w.+1�MwR�1ro�•A"gF .w,.wnw•w,e.n.srM.w.mrMbww.w.n.n...+wry.••r++�w•.+r.+.++.+rn.w•....«r•wrwwn.•.w..m.M�•nr.. wn .. q'.r,i++-^'•••+'+�+^"Y' F SURVEYOR'S Z > n n kNE THE AL' :.L r A1A.M It'.4' t r G G Z -_ 1 • 1 rn 1 irn L 1 I 1 "cY I s O CONNECT TOI C r-J EXISTING SAN Illi o) - - - -- •- - --• - - - - - - IE 4' IN "A) 22963 I °� ,IE 229,71 UTILITY NOTES r � , 84 LF 1' SAN_ � � -� � 2S LF 4' SAN. IE SAN 230.75 Ar-6-v-234.499 Q c0 l 5-0.057 IE STS 231_99 IE 36' 231.99 <� PIPE LENGTHS SHOWN ON PLANS ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED 1 ----- " -- w -- ------- - w w t-w W 1 1/2" Dt'W ql " - i a- ;,;3, BY CONTRACTOR PRIOR TO START 0 CONSTRUCTION. LI I 2. BEDDING AND ^IPE ZONE BACKFILL SHALL BE PER DETAILS ON THIS SHEET. I 7(SEE CHECK VAULT ETAIL) ,c 4 2.14.1 Z -�CONNECT TO EXIST. WATER MAIN C3. CONTRACTORS SHALL CONTACT CLARK PUBLIC U11l.tTIES AT LEAST 2 BUSINESS DAYS, BUT (CONTRACTOR SHALL VERIFY EXACT \J�� - `� REDUCER EXISTING STS MH NOT MORE THAN 10 BUSINESS DX,YS, BEFORE COMMENCING AN EXCAVATION, CALL 648-8621. LOCATION OF WATER MAIN) Qi !F 8- IN (E) 229.29 38' To a' ;' \ 1p\�B 02 4. ALL SANITARY DRAINAGE, RAIN DRAIN AND STORM SEWER PIPING 1E 1' IN (S) 27t 1 RIM 237.25 5. 0 � ( ) 1 .�'oY z \B� IE 4' 235.02 1 w INSTALLED WITHIN 5' OF THE OUTSIDE OF THE BUILDING IE e. O E 23231. 1 J1 N r- U 1 Y IE 8 OUT (11� 231.4E S• SHALL BE CAST IRON, DUCTILE IRON, SCHEDULE 40 ABS-D,W.V. OR SCHEDULE 40 PVC-D.W.V. I I IE 4" IN (NE) 234.13 ,o I I (SEE DETAIL 2/G-3) ' 11 t5 0+ r r r •r r +• d \�' � N v 5. PRIVATE STORM AND SANITARY SEWER: PVC 3034 OR ADS N-12 (USE SCHED. 40 PVC WHERE COVER IS LESS THAN 15'). I _ 35.25 J � IE 233-14 6. ALL WATERLINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH A.W.W.A. AND CITY OF TIGARD PUBLIC DS IE 36' 231.41 I S I E 2 S. UTILITY STANDARDS. IE et 7. MINIMUM COVER OVER WATERLINES IS TO BE 36 INCHES AS MEASURED FROM FINISH I IE 235.25 C GRADE TO TOP OF PIPE, MINIMUM VERTICAL SEPARATION BETWEEN WATERLINE AND SANITARY SEWER AT A CROSSING IS 18 INCHES. SANITARY SEWER AT WATERLINE_ CROSSINGS WITH LESS THAN THE MINIMUM VERTICAL SEPARATION SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE WITH 1 1 WA•IERTIGHT JOINTS. IN SUCH CASES THE 18-FOOT LENGTH OF SANITARY SEWER SHALL BE 1OI � � 1Ao CENTERED AT THE CROSSING. OIL/WATER OIL/WATER SEFARATOR SEPARATOR 8. ALL WATER SERVICES AND METERS TO BE AS SHOWN ON PLANS. I i' I' I. nh Q5 11 E 2 25 IE 235.0 FF 238.25 IE 235.0 DS 9. PRIOR TO BEING PLACED IN SERVICE, THE WATERLINE AND SERVICES SHALL BE IE 235.25 FLUSHED, STERILIZED, AND RE-FLUSHED, ALL IN ACCORDANCE WITH STANDARD METHODS CLEANOUTDTYP, TAIL OF THE HEALTH DIVIS'UN, DEPARTMENT OF HUMAN RESOURCES, STATE OF OREGON. COUNTY (SEE DETAIL t G-3 .) CREWS WILL TAKE BACTERIOLOGICAL TESTS WHEN SO REQUESTED BY THE CONTRACTOR I I 0 Get INSTALLING WATER MAINS. I I ,~ 1 34. 5 r� 10. ALL DOMESTIC WA IER LINES OUTSIDE OF THE BUILDING �•t SHALL BE SCHEDUI E 40 PVC. � a 11. All SIZING OF FIRE SERVICE DOMESTIC AND IRRIGATION LINES AS WELL AS WATER METFRS ',ND DETECTOR CHECK ASSEMBLIES SHALL BE BIDDER DESIGN, C 8.1 �+1 E 421 47 ' 1, CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL WATERLINE FITTINGS AS 1 , (SEE DETAIL S/G S) I REQUIRED BY WATER DISTRICT STANDARDS. BLOCKING SHALL BE POURED AGAINST UNDISTURBED EARTH AND CLEAR OF JOINT ACCESSORIES. BEARING AREA OF THRUST BLOCK SHALL BE COMPUTED ON THE BASIS OF ALLOWABLE SOIL BEARING PRESSURE. 13 PIPE LENGTHS, IF SHOWN HEREON, ARE ESTIMATES ONLY. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS REQUIRED TO COMPLETE THE WORK AS SHOWN. A A OUTLET � INLET r n� Li SITE UTILITY PLAN Ly - - t -20 I, O _SITE UTILITIES LEGEND ,ITFA PLAN -. "SAN- - - Q z RIM ELEV.-236.45' - p"SAN - EXISTING ISANITARI �� - M"5 TS- NEW STORM SEWER � CATCH BASIN (C.B.) #"c TS - EXISTING STORM SEWER O MANHOLE (M.H.) SM. MANH= PIER USA E- NEW ELECTRICAL -{}- UTIUTY POLE E- EXISTING ELECTRICAL SPECFXATM. MODIFIED SSP _ - w- NEW WATER �` FIRE HYDRANT (F.H.) Q AS SHOVIINM ME1fR ry Q �' W-- EXISTING WATER • II T O 1 2 ,' \ DW- DOMESTIC WATER O unu n 1'-4' CLEANOUT FRAME Ai COYER e STD •. - _ PAVED LANDSrAPED -- -- FW- FIRE WATER ❑T TRANSFORMER AND PAD L �- -- 8' 1' II ' • AREAS - AREAS -� I E INVERT ELEVATION P LIGHT POLE to I - --I �, ---- .•4_ MIN M. H MAN HOLE WALL 10UNTEwD LIGHT C 0 CLEAN OUT t � INLET 4' DIA. (NE) LL 8' DIA. RISER IE = 234133 � B CATCH BASIN � FlPE DEPARTMENT CONFECTION (F.D.C.) OVER FLOW) 0, q° ° 0 0 M to PIPE O.D. 1' 2' S0. CONIC. BLOCK WIN ( W) �, O n° VALVE J Z -- - 4, 1/2" DIA. X o A.B. I\PR0,IECT BOLT 3" ABOVE n 00 PLASTIC OR DUCTILE IRON L1J SLAB FOR FUTURE GRADE 4' OR 8' PIPE--� ADJUSTMENTS. SECURE TO MH WALL VN?H °{, .43' DIA / �`� ` IN 38' DIA PI? n ::•�:�` O STAINLESS STEEL BANDS 4�RIFlCE (E 3/4' - 0 GRANUUVt 0 . �. BEPID WATER TIGHT PIPE PLUG (MIN 2" WIDE) AND 'E"- 233.41 '.+. DETENTION PI MATERIAL SEE SPEC,'S �'� ° " :" \ L1J \1 �� : w/ e' REDUCER FOR t,oMPAcnoN ° SITE MATERIAL OR SITE INFORMATION FORMATION � ; 1/2" Bol_TS 1.79' DIA. WYE PLUG, OR ADAPTER h o GRAND AR MATERIAL �-- 4' OR 6" PIPE \ TO BUILDING SEWER 4 IE 231.41 ` SEE 9PEC'S FOP. \ \ PIPE' IF REWD _ ^" COMPACTION SURVEY INFORMATION FROM TOPOGRAhHIC SURVEY "ROVIDED BY: WEDDLE do ASSCO., INC. /4 OR 6' BUILDING SEWIR 2 E e'PIPE D 2 PIPE TAS., RAW., W.M., CITY OF TIGARD, WASHINGTON COUNTYDATED FEB. 2000. LOCATED IN THE SW 1/4 OF THE NW 1/4 OF SECTION 34, l PIPE IE - 231.99 V ORErON ( '1 •, o , V J ' �- D 2 --- -` •o ' DATE 02/2900 o a 8' DIA. OUTLET INLET 36- DIA. S E 231,41 - ;T- :----�- DETENTION PIPE BEDDING p . ► . ,, ►. W/ 8- REDUCER 4"MIN. •p° o p SCALE PROD r O •r'.'... ,. _�o.:,.,..-.��i.' ,•�.� IE 231.41 AS NOTED 200006 SECTION A-A DRAWN CHECKED I CLEANOUT 2 FLOW CONTROL MANHOLE 3 PIPE TRENCH SECTION 5 \Gv92-10dwg 1/2" = 1'-0" NAT 10MC NTS - S:\Site-pip.dwy 1" 1'-0" 2/16/000 D14�13,59 kAN SHEET NO 2/22/2000 3717:2116 HAT 8:37 ^ 2/24/2000 8: 16 HAT 2/25/2000 14:5617 HAT 4/19/2000 18 14.24 AM 4/20/2000 D:3719 AM 4/20/2000 8:46 41 AM 01 .1 =� OOO6G-3.dw 6/23/2000 13:8.3 DKP 12394 SW Scholls Ferry Rd. SIT2000-n1,031,SUP2000-00270 ALWA Or SET 4 of 11 LEGIBILITY STRIP o 3 s s a s o I 12 1:3 Ia s 17 e s 20 21 _a 23 za 25 �s 27 ze zs 3e oRm. m CDQ J HOPI 11 Or _ �1�lti ltltJall i�l�J 1t1t1LL11111�LLl�1lililtl, ILLS l�l�l�,i.l�Lilalt li 1 �1�1LlU1lIl tlaJ�1dL11J lL�l�1�J�1 t 1 li IJ I I II I Oz Jl 1J11aJJJJ .J I1111�J L X111�11� t 0, y ,q.ww•.....,...µrN...vwr..+"^MMIM.'1!4'aIR..IR.twM..[mM1+,r Y.'f+++..M-v.-i,- R MM1fI.M..aIJIITMIM.M+a.I+IPMww�+ IM w.nllst .. .au•". e.. low" h4MNrYpr•rh.^�A11M11 IIMMAMN...w.pw.,.. r•"nt,�..,.,,,x...r� .... ...... ...,. _ .... , .... ......,-. .._..._... .,.- .„... ., Y ,-, ..,.,..... •... ....r,ur.n........ _ .."„� .,. ....y�,,,.....,,....-,,.........,,,..,..,.,,..,...-...n,whl *... .�,._.._,..-., .:-...-. -, "... ... .. ..,.. . _ ... .. ..+•- -..v- ..+r..+.�+R•�m++•.•+.+.. w.www...� „+.r.r�+.r..rF'AM+.•ww.,.w'.rn.rw i a z N ?E FvR NOTES a LIGHTS TO MOUNTED AS HIGH AS F,AMF l,Pt_ _ u Ef LE POSSIBLE (BELOW ROOF UNE BE(OND) Pl Ary /- ON EXTERIOR WALLS AS SHOWN ON EXTERIOR ELEVATIONS N 2 ALL LIGHTS ARE TO BE THE SAME 0 -` - - ELEVATION ON SAME SIDE OF BUILDING 1 l (MAf BE DIFFERENT ELEV. ON DIFFERENT SIDES OF BUILDING) BELOW ROOF STRUCTURE elk SEE BUILDING ELEVATIONS 30' ?� 400 WATT METAL HALIDE l _ "COBRA HEAD" LIGHT FIXTURE — -LaND:CAPE AREA 7n E E. ,� `SFE ( o I - VERIFY WITH ELECTRICAL PLANS NEW TUPSOIL ATI(: C.UR8 SEC'Or,)\ 6,-0" a 6" EXTRUDED CONCRETE WHEELSTOP A _ SEE SITE PLAN \ t SET IN EPDXY SEE SITE PLAN FOR I W AND/Op FLOOR PLAN \ LOC AT!0"I----� L. TOOLED --- SLOPE 2X MAX EDGE \ \ W-0" 4I G --- \ (`SITE DIMENSION SITE PLAN - \ F, ��rrr ._ V_6" 4f BELOW ROOF STRUC?il✓E Z (� 1 s) �;I SEE BUILDING ELENA TION;O /// �%j :j• � " . . .. o�. � Yy •/ice/�\/\�\ /�\ I i v �+-. �`j•/ �j y 66 14" Of COMPACTED . / / V 1119 may, SIGN I I I 400 WATT METAL HALIDE CRUSHED RGCY BASE / /jj/� pq0 A Q A.Ici KEYNOTES " "SHOE BOX HEAD" LIGHT FIXTURE G. ..RIr VEIIIFY VAIN ELECYNCAL PLANS - L/ "'COMPACTED SUBGRADE 6" 1 3" WIDE PAINT ;TRIPES TYPICAL B O SIGN � N t. ' w rutvsl ASPHALT PAVING AND BASE ROCK ) SIGNAGE DENOTING RESTRICTED PARKING PER OR20-68 AND O"�'n-6O ASPHALTIC PAVING AND BASE ROCK PROVIDE SIGN W/ INTERNATIONAL SYMBOL OF ACCESS AND THE - NOTE` SEE SITE PLAN FOR DEPTH SEE SITE PLAN PHRA:E "STATE DISABLED PARKING PERMIT REQUIRED" o / \---6" HIGH EXTRUDED C,INCRETE CURB3 INTERNATIONAL SIMBUL OF ACCESSIBILITY REQUIRED AT EACH SPACE } r 1 PROVIDE NE •TLf TOOLED CONTROL JOINTS AT 5'-0" ON CFNTE_F SET IN EPDXY PROVDC JOINTS AT 4) FIRCT REQUIRED SPACE TO BE VAN ACCESSIBLE 20'-0" ON CENTER 4 AXIMUM (� PAVING SLOPE NOT TO EXCEED 1 50 IN ANY DIRECTION AT Y HANDCAPPED PARP:ING SPACES A LOADING AREA 1 �+ WALL PACK LIGHT DETAIL d? TYPICAL SIDEWALK SECTION TYPICAL CURB SECTION �3 ACCESSIBLE PARKING Arch-I11 dwq t• CD He PART r; c0 Wo &-4 Z CT �L�Ipp N i •'7 7Ln O M LAJ W Z -cc O Q Iy U r J 17 — Y The STORNIVATIR MANAGEMENT -_ ---- - -- U., J ;fNLPAL NATES P StortuAller' 119 PATINT No 5.9E8.6EY, r. WiLILP BY ':TORMWATER MANA,,EMENT, PORTLAND. OREGON (503-24( -3393) No G,404.5Tl. AN<• OTTILN u.s CITY WATFR DEPT STANDARDS PLUMBING COOS _ � ; P-) AI, ,t )pMF1lTERS REQUIRE REGULAR MAINTENANCE REFER TO OPERATION AND AND roR[IGN PATTNT9 PENDING 12" BEHIND SIDEWALK '� -- --`— w �.'' MAINTENANCE MANUAL FOR DETAILS r I EXTERNAL F'1PIN(, AND COUPLINGS PROVIDED BY OTHERS - OR BEHIND CURB THRUST B�.00K CITY APPROVED � 1 4 " • I � 4 FLEXIBLF :I�IIPUNG 10 BE ATTACHED TO OUTLET FERNCO QR ENGINEER APPROVER WHEN NO SIDEWALK DEVICE RETAINER GLAND BACKFLOW DEV +r FLANCE COUPLING I 1 I-RTIC - 2" OR 1 1/?" __,�—_ ADAPTOR -��. •. E STEEL HINGE 12 GA. STAINLESS M� TER -- 4" I ' OR CAST IRON GRATE I ww 4" 1; I•? � � RA�DI!,L FI OW STEEL, 2 1/2' OPEN W/I/2' FLOW - 1?" MIN PWGGED TEE PLUGGED CROSS _-� (2" THICK - RATED ME CA FLC •i , BEND P. ,:G 0-4 CAI' PIFIF 11 IF CATV ZIDGE' (T r'�) KNUCKLE, 22" LONG WITH 1/4" _ - 12,000 LBS.) PIN (FASTEN WITH 12 ® 1/4" 1= CII -_--- f= TT _ ,,- _ STN. SIL. BOLTS -? 1% ;� =� t ., 1, FLG OR EQUAL — ` FIRE DEPARTMENT A _ ) �'- ' •a 6"~ CONNECTION ,Y , ,. }+,+. =?. M' OPTIONAL AT THIS USFTA APPROVED + ADDER ?4" MIN 4, OF HINGE r WITH ALUMINUM LADDER _4 2" FLC X COMPRESSION ANGLE EXTENSION BY UTILITY -- "r _ STOP (FITS 1 1/2 :''PLICATIONS) VAULT 2" ATERAI PLUGGED CROSS `EE . �.• , MJ X TAPPED PLAN CONT RACT OR TO SEAL ALI OPE INGS IN VAL'LT WITH _. NON^SHRINK CROI,T PRIOR THRU T K H f�,F 2" TEE TO BACKFILIINC CONCRETE S F3L0� $C EQULL 1'-10" BEARINC AREA OF THRUST BLOCKS IN SOJARE FEET � y�� 2" TYPE "K" 3" MIN. 6° MAX --- COPPER PIPE GROUND TINE y -- _ ( ) I mr it GRAIN TO CURB OR FITTING 90'BEND, TEE, OR 45' 2.' 1/T I je• Y DAYLIGHT SIZE (INCHES) F'LUCCED CROSS BEND SENO BEND rSIS .� DIAMOND PLATE COVER -- -- TRAFFIC STIFFENED, ��— 4 Ot 9 01.3 HINGED THIS SIDE CLEANOUT MAIN UNE L GRATE I-RAMI — J" MIN CLEARANCE 6 040 02.1 Ot J -- COPPER BENDS _ ON OPENED B 071 039 020 Ot 3 ^ eCAL . N AS NEEDED MEGA F�! OR f G,-�, _ OSMY VALVE 1? 16 0 OB 6 04.5 G2 3 �•{ _ 4 PI�LL,iLIFT �/ 2 1/2"X2 1/2" 12" MIPT X COMPRESSION CORP [[ INLINE CHECK VALVE 16 284 15.5 OB 0 040 - AN(.-HOP ITTFI, x3/16" ANGLE (SUPPLIED BY TILE CITY) f _ _ _ 24 64.0 34.9 161 091 CONTRACTOR TO INSTALL n — CATCH BASIN STORMFILTER — PLAN 7 coh::tL IF BALLAST 3 Cu YO ,�_ !RODENT MIN WHERE FL CODING OR f ,�-� STAN // SCREEN AHOVE BEARING AREAS BASED ON TEST PRESSURE OF ISO P S I AND AN n(I n, ' PAPE STAND AL,OWA11 SOIL BEAP'NC STRENCTI+ OF 1500 POUND PER SQUARE FOOT TO I IGH GROUNDWATER EXIST COVPU'E BEARING AREAS FOR OIFr'ERENT TEST PRESSURES AND S01, BEAR NC ---� �� _- - (TYP ) DRAIN TO Cnrl_IGHT OR STESSES, USE THE FOLLOWING EQUATION NOTE INSTALL SUMP PUMP BEARINC AREAS - (-EST PRESSURE/150) X (1500/501. BEARINC STRESS) X (TAOLL VALUE) FLEVATION CONTACT CITY FOR Il_lY r MUTES _4m 1 CONTRACTOR TO INSTALL. MJ X TAPPED 2' TEES AT 90' ANGLES TO METER PUMP SPECIE(CATIONS t. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE LXILNDED IN FUTURE -- LOCATIONS. HORIZONTAL & LEVEL SEE DETAIL NO, 561 12" MIN 3 KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES.7 CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH SEE I t CITY TO PROVIDE ?" THREAD BY COMPRESSION COR'ERATION STOP TO BE 24" MAX D THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN 4 THE REQUIRE _ _ ___ _— INSTALL[U BY CONTRACTOR. (CONTRACTOR TO 'EST MAIN W/COfi'PS INSTALLED) _ ON THE F',ANS a 15 INDICATES 15 SQUARE FEET BEARING I ' `" '°' � FIRE DOUBLE CHECK VALVE ASSEMBLY F100R TO BOT1pM 9 l I I �' � v OF U[VICE RR 5 IF NOT SQUIRFCD. �J FILTER _ J CONTRACTOR TO MARK L.00ATON OF- CORPS WITH A 4X4 PAINTED B'. L)E. UTILITY VAULT DR *EQUAL BILCO DOOR WN ON PI ANS, REQUIRED BEARING AREAS AT FITTING SHALL BE A; — CHAMBER �'t= wlrH lc. " NOUT f D C. OR •EQUAL INDICATED ABOVE, ADJUST IF NECESSARY, TO CONFORM TO THE TEST _ INLET 4 CI IY WIl I INSTA( i All COPPER PIAL Ir FI TT NGS FROM MAIN TO METER LOCATION 4 676-WA~ 571-WA J-SAL PRESSURE(S) AND ALLOWABLE SOIL BEARING STPcSS(ES) STATED IN THE 657-WA 676-WA J-5AL SPECIAL PROVISIONS. S 5106-LA 667-WA _ JO_3AL� 6 R1,ARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE TL)VLRFLOW 2'-2 3/4" 1 5106-LA 1106-LAJO JAL PRESIDENCE OVER BEARING AREAS ANC BLOCKING DETAILS SHOWN ON BYPASS WE IF • CITY ENGIYEER APPROVFD FOuA4 TEAS STANDARD DETAIL. BEARING AREA OL THRUST BLOCKS ARE IN SQUAW BAFFLE MP111101I0YAT _ FEET. NO SCALE AY•vAO.tD�r w•Y9acD H 10 GA. STL (NONEERING OfPARTUENr AGUSTIN P. QUINAS w AGUSIIN P. DUENAS NO SCALE NO SCAM DOUBLE CHECK DETECTOR (TrP) SIDES �"1° wb do ENON(uY- ,A,n sY. "ML a.0 v0 LOMMI DWG NO � ENO 13S i, L wwLN, STANDARD THRUST on NG ,y�, 2 � 1-112" DMO. NO CNaY1fCRYNC aOAR'MENI � O,1fNA5 &. BOTTOM 'D "wo.atooN tn» „ �« !W31�= MARCH 1919 WATER SERVICE .�M b "3 � moo,,,.»., °"`"°""" �-' - - a"w imm rAA __.___- _ 521 " -' , ! � MA'.CH 1449 VALVE ASSEMBLY �� !�Y W-M7 A,a >d 4A-•," MARCH 19,0 560 �.,., Ar•.ADw1.oA,c____ OT1f a ,latuic _-------__-- At 1l'29 BLOCK APlaova urt -- - CORROSION `FILTER RESISTANT 1,-6„ OUTLET Wl_CT CHAM.�ER FILTER CHAMEyER COATING, EXTERIOR 3/16" (TMP)— 6 2" AND 1 1 2" WATER SERVICE 7 DBL. CHECK DETECTOR VALVE ASSEMBLY ' STANDARD THRUST BLOCK � , II CATCH BASIN STORMFILTER -- SECTION A --A SECTION B—B B--B � I w 'If NT 1 SCALE: NTS &smtn YP xaao n — --- ---- - = O SHEET IP�_NPAo4n IT_ �Dari _ SWRm'fTum CATCH /Asim J w em p AMR. SMMWAIM" 010 NA N A 4 9 N 6 N T 1 __ nu Nl COLI/'MA A ro ••""LAW.a VIVO, SCALE 1'NQIECT YJt) CWt1�.YY, IRE NA1AE. fMA)hWAAA FAX hell �—'— AS SNOEN IiY9 $E-CbI DDG .ur me��-. _ —'.CM D.R. • -- --'—-- � � � LLl DATE CATCH BASIN STORMFIL T ER ALE 02/29/00 PROJ NO ANOTED 200006 9— L)PAWN CHECKED 1,AN AVID SHEFT NO VLM PLOT DATES: / ' 5 2/'6/2000 14 16 0 VANv 2/25/2000 14:52.40 HAT 3/1/2000 2 23 20 MAN 4/19/2000 17:11.59 AM pF 20006G-5'dwn 5/23/2-001) 8 35.20 YVTW 12394 SW Scholia Ferry Rd. M� SIT2(100-00031,SUP2000-00270 (V 5 of 11 Cm I 11 LEGIBILITY STRIP 01 2 3 a 5 g 10 I 1 12 I'3 1'4 116 17 is 19 20 2; 2'z 23 2a 25 28 217 21s 29 30 ' IOmm.I cm 1'r v 01 NOMI • IOL 1y,•.,. �zV.Wlall)1lllilL��.1, .lL,Llw .l�la�LW. I� II�iAWi�NA��`+MM.AFI I.I,!I! ►I I ��-CiZCD r -. .-. _ � �rlAt v+'y.�ttlRtiN.ct"•'?♦,M!•MeMM�1�' •fr !q.MIWFMq,w.IMn•*.N ".�71g1vYN•wr�+IINFM.n.. ,"v...".e..,."."..-w+«wn.M+nw•... -? MMIM'4Y.'..w.Rn.wwnal"w,rlMw+MMre..r MtlF'll/w,ti"+"..,1vN"YII w.r..a...,.,+.<,v « «.w�, ITIf•'. ..�. MRM MMIA4.TSMr .e"�Mv+"+.*".•" m*1,•+PMw ..•,• •. •r+•-- I.,esw".w <•« .w..nyM ... w,. i II � 4-Y 1J /C0 �� x / FIELD INLET 8G 231 20 i �"x -" FIELD INLET IE 4"POLr 23087 r51 x Z OUTLINE SPECIFICATION - PLANTING AND SEEDING I E 9 Pvc 23.04 rsr 1 GENERAL: All plants shall er�n`orm to all applicable standards of the latest edition of the "Amer ic,in Standard for Nursery Stock", A.N.S.I. Z617'.1 - 1973. Nursery stock shall be healthy, well branched and rooted, formed true to variety and specie, full foliaged, free of _� __�J��•,,� disease, injury, defects, insects, weeds, and weed roots. Trees shall have straight trunks, symmetrical tips, and ( i have an intact I 23,IM R single leader. IM ' 5/8" IRON RGC g R �9 x< IE z-Pvc 229 ze ��. I I 3-TGE N 0 GS' IE 12'PVC 228 19 w I Tne apparent silence of the Specifications, Plans and Special Provisions as to any detail or the apparent omission from 1-MC W G 16' them of a detailed description concerning any point shall be regarded as meaning that only the best general practice is to _ 3-RMA prevail and that only materia! and Norkmanship of first quality are to be used. All interpretations of these Specifications 1 5-RMA snot! be made upon the basis above stated. r - 2-RCE 3-BTA -- SUBSTITUTIONS: Only as approved by the Landscape Architect. 1-PMA GUARANTEE AND REPLACEMENT: All plant material shall be guaranteed from final acceptance for one full growing season or one ear, whichever is longer. During this period the Contractor shall replace an plant a 9 9 Y � 9 9 P P Y material that is not in good condition and producing new growth (except that material damaged by severe weather 1C. 234 37 conditions, due to Owner's negligence, or lost due to vandalism). Landscape Contractor shall keep on site for Owner's Representative's inspection, all receipts for soil amendment and topsoil deliveries. lrt ) y y I TOPSOIL AND FINAL GRADES: Landscape Contractor is to verify that the topsoil is or is not conducive to proper plant growth. t 1 Landscape Contractor is to supply and place 12" of topsoil in planting beds and 6" 'n !awn areas If topsoil on site is 1 L not corducive to proper plant growth. Unless otherwise notified by General contractor. Landscape Contractor is to /l -RMA` v submit sam les of the im orted soil and/or soil amendments to the Landsca e Architect. %!� � `-err" � o P P P4S C Landscaping shall include finished grades and even distribution of topsoil to meet planting requirements. Grades rt, and slopes shall be as indicated. Planting bed grades shall be approximately 3 inches below adjacent walks, paving, = G F,_, finished gradelines, etc., to allow for bark application. Finish grading shall remove all depressions or low areas to _ N G-rovide positive drainage throughout the area. p�p _ r 3_p�, a_; . W ¢ a' HERBICIDES: Prior to soil preparation, all areas showing any undesirable weed or grass growth shall be treated 8 __APLE "` cr- with Round-up in strict accordance with the manufacturer's instructions. r b o . ` 4 \ D SOIL PREPARATION: Work all areas by rototilling to a minimum depth of 8 inches. Remove al! stones (over 1 L�111_ size), sticks, mortar, large clumps of vegetation, roots, debris, or extraneous matter turned up in working. Soil ( 7-TOE � '*•; - t , f ) 1 P-,ONE OC ¢ y shal! be of a homogeneous fine texture. Level, smooth and lightly compact area to plus or minus .10 of required ---- — - - — �_ NIGH ' 7 grades. .PmONE14 ALTERNATIVE BID: In groundcover areas add 2" of mushroom compost (or as approved) and till in to the top *>�r � =�. -g M` 13 N CV :. six inches of soil. day' -oaeg J rn rn r� NOTIFICATION: Tne Contractor shall notify the Landscape Architect 48 hours in advance of installation of the > a' plants. Final location shall be approved by the Landscape Architect. F.N, A 4 PLANTING HOLE: Lay out all plant locations and excavate all soils from planting holes to 2 112 times the root ball or root system width. Loosen soil inside bottom of plant hole. Dispose of any "subsoil" or debris frvin A LANDSCAPE PLAN excavation, Check drainage of planting hole with water, and adjust any area showing drainage problems. SOIL MIX: Prepare soil mix in each planting hole by mixing: �-- 1 part native topsoil (no subsoil) part Mushroom compost, Garden Care, or as approved Thoroughly mix in planting hole and add fertilizer "A" (see below) at the following rates: Small shrubs - 1 /8 Ib./ plant Shrubs - 1 /3 to 1/2 Ib./ plant Trees - 1 /3 to 1 Ib.i plant FER-ILIZER: For trees and shrubs use Commercial Fertilizer "A" Inorganic (5-4-3) with micro-nutrients and I 507. slow releasing nitrogen, PLANTING: Place the plant on a layer of compacted planting mix at the center of the planting hole. Plant trees and shrubs upright and face for best appearance, Remove containers or ties and burlap from the top of B&B cants, Check roots and cut clean any frayed or broken roots. Stagger- plants in rows. Backfill planting hole with _ soil mix while working each layer to eliminate voids. F L r :,T p _ IM LATIN NAME Common Ncene Size spacing When approximately 2/3 full, water thoroughly, then allow water to soak away. Place remaining backfill and aish OvER surface around plant to hold water, Final %;rade should keep root ball slightly above surrounding grade, not to ,t , I _,4 IF,_E FI E1 -,�L,.N,DIDEc „EMEQALC' CAA.ET" 1 Sal 4' : c exceed 1 inch. Water again until no more writer is absorbed. Initial watering by irrigation system is not allowed. �---( E,,,e,, 0 : :irpet Brarrve STAKING 0� TREES: Stake or guy all trees. Stakes shall be 2" X 2" (nom.) quality tree stakes with point. They shall be of Douglas Fir, clear end sturdy. Tree ties for deciduous trees shall be "Chainlock" (or as approvro). ( 16 \AEC• ABELIA GRAND. "EDWAPC GOUCI~EP" 3 gj- 4' Edward Goucher Abel a For Evergreen trees use "Gro-Strait" Tree Ties (or as approved) with guy wires of a minimum 2 strand twiste(: 12 •3 )BTA BERBERIS THUN. "THuNBEpvII" 5 qal. 4' ga. wire. Redleaf Japanese Barberry 18 .'MC MT'RICA CALIFORNICA g ga . E' MULCHING OF PLANTINGS: Mulch planting areas with well-rotted fir or hemlock bark (medium grind), ur ) Pacific Wax Mvrtle as approved, to a depth of 2 1/2 inches in ground cover areas and 3 inches in shrub beds. 15 RMA RHODODENDRON "MOLLS ANN" tp-•tC" 3' a.c / I Molly Ann Rhododendron Q 1 104)TOE THUJA OCCIDENTALLIS "SMARAGCI" 4' 3' ,, ..: n CLILAII-UP. At completion of work all extra material, supplies, equipment, etc., shall be removed from the site. � Emerald Green Arborvitae LL All wo!k5, paving, or other surfaces shall be swept clean, mulch areas shall have debris removed and any soil TREE r.lecred from surface. All areas of the project shrill be clean, orderly and complete. ` ( C J/AROOctober Glory Maple C" cal. As shown A.CER RUBP,UM 'OCTOBER (.,L')RY" 4 } PCC PYRUS CALLERYANA "CHANT CLEER" 2" cal As shown ( ` Chanticleer Flowering Pear - ^'••\ ,^� ( 3 / PM PSEUDOTSUGA MENZIE511 /^ 6-7' As shown Douqlas Fir 1. Contractor is to verify all plant quantities. < 2. Adjust plantings in the field cis necessary, i.e. shrubs away from doors. Z h1�e Notify Landscape Architect of any, changes in layout. 3. Project is to be irrigated N';th an automatic, under ground Irrigation system. }-- TOP OF BARK TO BE AT r n CROWN OF ROOTBALL HOSE. REINFORCED RUBBER OR GRO-- L_L STRAIGHT TREE TIES R —CNAINIOCh TREE TIES L►--1 W / 2" MOUND FOR w w (OR AS APPROVED) -FINISH GRADE WATER BASIN � GUY ti1RE M10 GA. fY 7i 2'x 2" DOUG FIR DBL STRAND, TWISTED, 2" x 2" D.F STAKES �r 112" BARK MULCH STAKES 3 STAKES GALVANIZED. EQUALLY SPACED �o CROWN OF ROOTBALL TO BE ( � AROUND TREE 2 1/2" BARK MULCH r= 0l0 2" ABOVE FINISHED GRADE `� Z 1111 . I—I BACKFILL SOIL MIXTURE ; --2" MOUND FOR WATFP BASIN �J L II — -- jl' UN WITH FERTILIZER _I FINISH GRADE — 2 1/2" E1AHK MULCH . i j REMOVE BURLA -- II FROM TOP 1/2 OF — _ I BACKFILL SOIL MIXTURE i _ --J`Y I WITH FERTILIZER u l� FINISH GRADE 2 X ROOTBALL EXISTING SUBGRADE ROOT 'TALI, rt—I _ --BACKFILL SOIL MIXTURE Y n �EXISTINC SUBGRADE 1-6"MIN--+ — _ WITH FERTILIZER � LI 2 to 2 1/2 ROOTBALL _ \\ n -- 2 10 2 112 X ROOTBALL�EXISTING SUBGRADE _,HRI_iB PLANTING DETAIL _ Q NOT TO SCALE 2 Q DECIDUOUS DETAIL TREE PLANTING DETAIL (n }EVERGREEN TREE STAKING DETAIL NOT TO SCALE DATE NOT TO SCALE `CAI E PPOJ NO AS NOTED 200006 OTTE N & ASSOCIATES , INC • LANDSCAPEARCHITECTS DRAWN SHE"KEG Post Office Box 213 -Beaverton, Oregon 97075•Phone (503) 644-5066• Fax (503) 641-3092 11655 SW Ridger_rest Dr • Suite 105 • Beaverton, Oregon 97005 L 1 .r 12394 SW Scholls Ferry Rd SIT2000-00031,SUP2000 00270 6 of 11 i Cm �!Iltltii ilii iiif l' n^"""' LEG181LiTY STRIP 10 O I 2 3 4 9 6 7 I B I 10 12 13 la 8 'Illlill7lll 1e IIIIII19111111121I10 11!IIII1 11111121II211111121I1311111124 11111121I15111111121I1811111i217 2etllnl2119111n310..1 cm Q y � `i CDZ I 1 I o lYA �`�W MiMMi1f�,1�MF6 +F�MMM4i 4+4i 1+M1J 41JJ1L U U�IlJJL11 '�1 I NON I 10� I �l�,UWJJ1�d�JJl�.l�.l�J,�J�.l�..• TP+M,»e.r•,,.-,w.cr.,•�t'A��+.4"�wu+�'.wr�.»�rlk+.•wnrn.�•*Mr++,s++aurnn•.,n.�nrn!erwwrorwu+s. ,w„ nM, � .++.r+a•.,-«M.�,,.w....n."rwMMMWrC'wwww»Mw,» r M!�I�IMI! «K•.w+pbr ... , _... -.. ._.!�l�•a?'?n7+!r. .. ., ._.__ _^g1'w+►b+kbar•!n. .. ,, - - _. .i. .. �1.,f.lM,HI+Mw.�r,...-..r+r.,w«n,.nn..,y.�,.NM.a�nrM..,,+nq�w.w.M....n«.r +,Awa.,..k.w.w+seq+.ne+.• . M�'M4^'^^`^"r•'^'. .y .. - SUP. 1 Topographic Survey A TRACT OF LAND SITUATE IN: LEGEND: EP = EDGE Of PAVEMENT THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER NG - NATURAL GROUND P = LANDSCAPE PLANTER _# OLE TFA¢ OF SECTION 34, TOWNSHIP 1 SOUTH, RANGE 1 WEST, W.M. TC _ OP CONCRETE CURB TF = TOP FACE OF RETAINING WALL C LONq, `� CITY OF TIGARD COUNTY OF WASHINGTON AC = FEN oCE r ' CLF CHAIN LINK FENCE AND STATE OF OREGON = ASPHALTIC; CONCRETE VAC = BRICK/CONCRETE BASE (6.65' x 3.25' A G AUTO VACUUM CLEANER ASSEMBLY EM ELECTRIC METER yS�G,QVEYOQ'G. EV = ELECTRIC VAULT SOCIATES TRANS = ELECTRIC TRANSFORMER ® GV = GAS VALVE BG = BOTTOM OF GRATE TG - TO'3 OF GRATE ❑ WIAA = WATER METER " = ' 8 WV = '.vATER VALVE SCALE: 1 20' � ; C), FH .. FIRE HYDRANT FEBRUARY, 2000 ; a CBS = CATCH BASIN - SIPHON TYPE EXISTING ING RECIPROCAL INGRESS - EGRESS EASEMENT --•i O CO = CLEANOUT PER FEE N0. 90-17853 1. THE OWNER :r PARCEL 2 AND THE ADJOINING OWNER TO THE SOUTH At 92- 23708 OSOMH STORM DRAIN MANHOLE = ' OSSMH = SANITARY SEWER MANHOLE • (PARCELS 2 & 3 PARTITION PLAT NO.1993-058) S,ALL BE JOINT '•-15' -15'--+' CMP = CORRUGATED METAL PIPE BENEFICIARIES OF THIS EASEMEW AND SHALL SHARE RESPONSIBILITY ' PVC = POLYVINYL CHLORIDE (PLASTIC) PIPE FOR MAINTENANCE BY AGREEMENT PER DOCUMENT N0.93045052 ; PARCEL 1 POLY = POLYTHENE (PLASTIC) PIPE Cn i O = FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP ;'AVPED 2. THE OWNER OF PARCEL 2 (PP 1993-057) SHALL BE THE GRANTEE PARTITION PLAT 1993-057 "WESTLAKE CONSULTANTS" .414 OF THIS LANDSCAPE BUFFER AND SHALL BE RESPONSIBLE FOR :AINTENANCE 1 1 , • - FOUND MONUMENT A5 NOTED E-4 3. NW NATURAL GAS CO. SHALL BE THE GRANTEE OF THIS EASEMENT 5' LANDSCAPE W/YPC WITH YELLOW PLASTIC CAP O AND WILL USE, OPERATE AND MAINTAIN SAID EASEMENT ' ' PRIVATE 15' SANITARY BUFFER -C--= UNDERGROUND GAS LIN 4. UTILITY AS-BUILT MAPS/LOCATE PAINT NOT AVAILABLE FOR THIS SITE ; SEWEP. EASEMENT (SEE NOTE NO 2) x - = FENCE LINE I -D-= UNDERGROUND STORM DRAIN UNE 5. THE SURVEYOR MAKES NO GUARANTEE AS TO THE EXACT LOCATION NOR ' -S-= UNDERGROUND SANITARY SEWER LINE w TOTALITY OF UNDE:RCROUND UTILITIES SHOWN HEREON ; N 99'54'18"E 191.17' `--235-- 235 FOOT CONTOUR LINE Z i 237- 237 FOOT CONTOUR LINE 1•ey - ---'- - ------------ - - - ---------------- -------------- --- -" - - PROPERTY UNE 12:w , 1 PARCEL 2 1 = EASEMENT LINE PRIVATE 5' GAS w1 AC PARTITION PUT 1993-057 EASEMENT EVERGREEN TREE AS NOTED Q (SEE NOTE NO 31 � g � G;�- " = DECIDUOUS ?REE AS NOTED 23sA01 1 U DIRECTION OF PIPE INLET/OUTLET r "Scholls Cor Wash" I • o O _ 6" HIGH CURB /12390 SW Scholls Ferry Rd Vi• EX'STING RECIPROCAL INGRESS - EGRESS EASEMENT w ; '7� �Je, DETENTION (SINGLE 70tH BRICK/GLASS STRUCTURE) N PER FEE NO. 90-17853 & 92- 23708 n o POND + I � q IE 4„ PVC ------ O iA �O 233,60 (E)\ �' �" p ��i -- - , � � � b IE 4"PVC 234.74 (W) O SSMH SSMH a _- 237 �b 237 1 :37 3 RIFA 229.10 RIM 233.93 n �' - ;1125 TC IF 8"PVC 224.05 E IE B"PVC 226.48 ((E Z Cb0 -_ •3 •� J;--- --- ---- ---137 '- IE 8"PVC 223.95 �S; IE 8"PVC 226.38 (W; T� - ae 12" WIDE COTTAGE-STONE WALL, BRASS SCREW SOU°05'42"E 23497 JSCJS °4\. ' ' ' w� • I + OPEN �Je• ��a �Jc ?Js •1� 239,0 tT� (11FAD BROKEN OFF) CIO � 15.00' 1 236 3s' s. -----"- -- .L 34 B5 a •-;_-- 1• , -,)FIELD INLET , DRAIN p5• , 9 b W O 1 E __ � CONCRETF ----- - - - ------ --------- 5/8" IRON ROD A(' r 15 ee• BG 1 20 ti� AC aJ I r_ .► 235 38 FIELD INLET IE 4 POLY 230.87,�S) M �� W/YPC (ILLEGIBLE) �� CJS IE 8"PVCBG 233.60 230.04 (S) J� ��, .--6' HIGH CLF I- N 07017'12"E AC -- 364.47' °PRNA 30' INGRESS= - 236 n 6' HIGH CLF.. ' SN' • '2�� N 89°54'18"E 205.1 7' AC EGRESS EASEMENT AC Je ENCLOSURE r, LC'. (SEE NOTE N0.1)`�Jd ^'? a CONCRE E r 0 $- $ S S - 6R.1T.--�S 9 ,2. S S h _-� .-- F N 89°54'18"E v 1,° 138.00'1COTTAGE• STONE WALL_ _ P JAS > JL, C3 89°54 1 "E fo -• EDGE o PAVEMENT _ �� - _- <�ay� -{ • 23!�r --- - SMA_ �+ --- -- - ---- - --- - -- --- - ------- -- ---- ---' - '7 53.17', ,Z31 �1;°'4.�- - �-"- -5. ARBOR'IT,E. _ _ WM SDMH _ ° -1 - � 238 �'� `� °�• RIM 228.95 / ' ��• 1� 1� IRON F(il, - D'- D D G D 41-'_ - - - -------- - - --------- ---JSDMFI 1� � >< 5 --- --- -- - - - - -- - - - - - 8„ IE12"PVC224.75 (E) WV - - - - -, - - --- - -- - . _ - --- -- --- - ------------ ------ ----- ----- -- -------- - - - - - - - -- ■ RIM 235.49 N4 � N0.08' IE 12"CMP 224.50 N GV IE 12"PVC 229.29 (N :3B 8•_ _.. _ _ _ IE 12 CMP"PVC 224.40 (E) ab $pMH/ lE 12"wC 229.19 W I Uj r23(�- W 0.16' O EXISTING 15.0' ANITARY SEWER ,,,PRIM 235.40 ; EASEMENT - FCE NO 90-06136Suri ey or: (FULL OF WATER) rJ �S • 41 WATER LEVEL 234.45 fpl, __EXISTING 100' STORM SEwLR - Weddle & Assoc., In('. EASEMENT - FEE NO. 90-6267512�7i 41750 SW Skyline Blvd. " HIGH Jq PRIVATE 5' GAS---� =a"a• 2 Suite 105 EXTRUDED 237 9• EASEMENT 7 • -7 r, CURB Portland, OR 9 221 ` •2393 (SEE NOTE N0.3) 1 " '� t 1 `n (503) 292-8083 3 i PARCEL 1 "Oil Can Henry's" ; , z X12398 SW Scholls Ferry Rd � v OCBS ; PARCEL 3 1 -888-222-8083 PARTITION PLAT 1993--058 "' Z TG 234,97 , PARTITION PLAT 1993-058 °0' o, (SINGLE STORY WOOD FRAME) I M w �_ a NG Fax: (5 U 3) 292-0938 O I io K - .?j I 1 w z s�� AC , p VACANT LOT iv v ' V U NO (DIRT/GRASS/GRAVEL) 0 Z O 3 PARCEL 2 1 N PARTHTION PLAT 1993-058 '�� 3 N 13,f < 237 9• Benchmark: V) 4, 6 I O I -2389 41 Z A F ')UND 2 3/4" BRASS DISK IN TOP OF CURB i I 75' EAST OF SW CORNER INTERSECTION OF Z P rq VAv Z ,`'� z39 z• I I„E hAvcMENT SW SCROLLS FERRY ROAD SW NORTH DAKOTA STREET 8' NORTH OF POWER POLE #3520 �' � O dt -- j °• NG REGISTERED 'To STAMPED: "CITY OF TIGARD SURVEY CONTROL POINT 210" ' '- \ ; � "� PROFESSIONAL ELEVATION = 232.78 (CITY OF TIGARD DATUM) J+ 6" HIGH ;J9 28• LAND SURVEYOR EXTRUDED I I Q t- 6 HIGH CURB I 170ZIH PERM F' NIGH (.LF- CONTOUR INTERVAL = :.0' AC ale EXTnuDFD CURB OREGON L 12"FIR JANU•Jrf 21. 1997 'IV C.R. PELSER SIS. °f `� ,- .__---------- ----------- ti o •�•cIR . _ 2801 by I y. ry� -f --- _ +24L5 _- -- _ J9 qyh 10 EXPIRES DECEMBER 31, 2000 24 } .,e - 235.67 , 4}�.273/�b ` ,, , - - - --- - __ -GATE •? 4 110.1 PHONE NG 235 235.82 R�S`1TRANSl !1237.01` - - --- ----e--�-- {� 1 j VAULT W 100.00' +2�7 z7 `-•236 a MAPLE -�-S 89 52 27'W 138.00' s $ _ _- S 89°52'27"W 205.92 S 89052'27" _ ___ _ h _ 3 t' J, �G 6' HIGH WOOD FX 4' HIGH 5' HIGN W001) FENCE ry�3 I W 0 ENCS 1$ NG 236 29 6^ HIGN EXTRUDED CURB-- ° 1 PINEt1 NG PHONE / J9 8"COTTONWOOD ?l9, tis 1 CABINET , o, o 15"PINE Ao 6" HIGH \ )>)< » - 6 03 T 1 •235.9! -EXTRUDED CURB 235.60 T JSS _ 238 78 TC 5/8" IRON POD AC 23810 235 50 TC W/ DAMAGED YPC ry AC 6" HIGH / •235.01 5/8" IRON ROD W/YPC EXTRUDED CURB- S-TAMPED:"SCHELSKY LS 1841" DRAWING NO.3011.PL1 f PL 21 40,44 a6.53-55,59 75.01-9R 12394 SW Scholls Ferry Nd. SIT2000.00031,BUP2000-00270 - i 7 of 11 1 LEGIBILITY STRIP 0 1 2 3 a i 8 7 8 9 10 11 12 I'3 14 6 17 18 19 20 21 22 23 24 25 26 2' 28 29 30 � �omm.��m rt L I I illOI NONI ° IOL 11 Gz CD }' IIMIMIIMIMIIMM•G"t LMR, - - - : Mv"n1YY•w�w.,...y,..r..,F'n.-www..,.�...�..._n. 1. 1 B C D 118'-0" VI z C, In W ' I I 2 X 6 TOP RAIL - ROUTER 3/4" AT EXPOSED EDGES AND SAND SMOOTH I l l 16 a t5 4 X 4 POSTS AT 6'-0" O C MAX G (1. B2 X 4 HORIZONTAL RAILS TYP 0 I I tj D.�I� ( + }{ 1- --- � 26'-8" -_y � a FAIN' HANDRAIL AND LADDER TYP r_�{16� WITH ALK fD ENAMEL PAINT TO MATCH INTERIOR COLOR U1 WAITIhi, � � •vi "'I 4JP r SIMP'ON 'LU24" - OMIT NAILS • i I I 8" C M U WALL HUGH RAIL AT REMOVABLE %�,�' • • 1 7) ( 1 I t) • • -',A'P. • • ` SECT O O IONS USE SCREWS AT --_�. - - - - �.� D L ALL IONS S �T H B o c' 1 OD 14 _ CFI � TOILET ROOM ILET R00 N l,. .,t 5/8" DIA AG-BOL'S, 0 I GFY � M 8 CMU WALL X 4 TOEKICM N in f A '� PLYWOOD C rn FLUOR ... N" M.U. SEE I -5 3/8 9'-10 /2" 7'-4 3/4" HALLWA'r M > W000 GUARDRAIL JOISTS \ cr- i L ATI ON FOR FINISH P9 I CD I 41 Tc POST SUPPORT rn A, I a Q 1.1 ROUGH PLUMB _f''- r FOR FUTURE . I ,yry{,/ r WOOD GUARDRAIL-,." TOILET ROOM -{?1 1 W P �, :o / 1 1/2" LSL RIM BOARD I p tip• v �II r v -, t l �• X17 (- SERVICE BAYS ICJ' SERVICE BAYS '� e / ' ' �' T - AOH020 6 ( AOr HQ2C- TYP p c m d V (51 BREAK ROOM _ 5" (:A::1 Q \ aaJP9 0 TYPICAL ELECTRICAL LAYOUT 3 DOWN P U Ln i.! FOR EACH SERVICE BAY. CD (6 TOTAL) UP ..• �� L1) cv T 5 <ilk O 4 1METAL TAIR 0 MEZtA INE ABOVE I Fpr 5'-4 3 4" 17'-4 1/2" '-4 3/4 n 220V a) 14 6 r 8" CMU. WALL ® SENT r.- 010 1J 11 H.B. © O ', S 1 . 0• • / h • • i-W.P • • fl%W N • • Ora mom ,3 � N 0 TE: TYP. 9 TYP PROVIDE (20) HIGH BAY METAL HALIDE FIXTURES FOR SERVICE GUARDRAIL SEC—'ON ON FLOOR PLAN BAY LIGHTING. '�'� � MEZZANINE PLAN 200006 178,71 -0" :00006 '.'8 1 -0" _ ;r..•A FINISH SCHEDULE: KEY NOTES: DOORHARDWARE ROOM NAME DOOR SCHEDULE FLOOR FINISH - - ---•-� A a G K 9 _ 'N ••Af HARDWARE (HDWE ) ABEL REMARKS PART MARK DESCRIPTION MODEL NUMBER MANUFACTURER 1 'v -•L°rER - Max. 'EMP, 4S. A - EXPOSED CONCRETE SLAB t x� 1 :'E Ar•+I MAIL GROUP 8 - CARPET (CPT) (2) FPI-%IDE 'J' BOX AND WIRING FOR 1,800 C F M EXHA„IST --AN C2 L4 P1 S3 W1 SIGN1 ALUM. STOREFRONT BUTTS/HINGE B1 BALL BEARING TYPE, 1 1/2 PAIR PER DOOR LEAF FB8179 4 1/2" X 4 1/2" STANLEY C - SHEET VINYL (S,V.) COORDINATE WITH MECHANICAL. BUTTS/HINGE B2 EXTERIOR, BALL BEARING, 1 1 2 PAIR EAF NON REMOVE PIN FB8179 NRP 4 1 2" X 4 1 _ D - VINYL COMPOSITION TILE (VC.T - - --. -_— --- / Al ( ) / /'" STANLEY ) (�33)� PAINT INTERIOR CMU WALLS UP 6'-0" (� 3'-0' x 7'-u" E %•1. a aI C2 L4 Pt 53 W1 SIGN1 ALUM. STOREFRONT - `�- -,--" -- - --- ------- ---• -- E - RUBBER TREADS AND RISERS X CLOSER Ct STANDARD DOOR ADJUSTABLE I4YDRAULIC lrN 4010 _ lCN 4 WIPE FOR AIR COMPRESSOR - COORDINATE WITH SUPPLIER 3 10'-0" X 14'-0" C ST ;TL. DEADBOi.T EACH JAMB (PM,) OVERHEAD DOOR CLOSER C2 STOREFRONT ADJUSTABLE HYDPAULIC I_CN 1461 LCN BASE g) PROVIDE AIR DROP AT EACH SERVICE BAY. +Y--' - --- DRIP D1 2 1/2" CURVED EXTENSION 346 A Pf Mr _ 0 NONE (6) PROVIDE (2) 110 V DUPLEX OUTLET DROPS AT �4 I.'-0" X 14'-O" ST, ;TL DEADBOLT EACH JAMB (PM.) OVERHEAD DOOR -- _ I EACH E3Ar. ... ... --_ ______ .. __.._ DEADBOLT DBI HEAVY DUTY DOUBLE CYLINDER AT MAIN ENTRY DOOR B462P SCHLAGE 4 - 4" RUBBER BASE X 14'-O" ST; ;TL DEADBOLT EACH ��,.�� (PM.) OVERHEAD DOOR - -- --- ------ ---_----- - ------- LOCK GUARD GI LOCK ASTRAGAL NO. 184 IVES F - 6" RUBBER BASE I 7 PROVIDE 'J' BOX WITH 220 V POWER AT CEILING AT EACH BAY X IIIIi ST, ;TL. DEADBOL' EACH JAMB (PM) OVERHEAD DOOR KICKPLATE K1 BRASS PLATE TICE I 8 ADA APPROVED H LOW DRINKING FOUNTAIN 07 T KICKPLATE K2 PLASTIC LAMINATE PLATE CABINET MAS Fr WALLS 12'-0" x 14'-O" ST. TL DEADBOL EACH IAMB (PM) OVERHEAD DOOR 9 6" CONCRETE FILLED BOLLARD - SEE SHEET S- ( L S 1 mv -' -- H - EXPOSED CONCRETE BLOCK AND PAINT � "- LOCK LI EXTERIOR, KEY OUTSIDE, TURN/PUSH BUTTON INSIDE D53PD ENTRANCE LOCK SCHLAGE (10 BACSIDAND�MEZZANINE.r METAL HALIDE FIXTURES OVER SERVICE .J 0'-0' X 14'-0" ST; aTL DEADBOLT EACH JAV13 - (PM) OVERHEAD DOOR ----------- ---- ------_---__.--. W__ _ - -_ J - GYPSUM BOARD AND PAINT r - - -- - LOCK L2 EXTERIOR, CYLINDER ONLY OUTSIDE ALWAYS UNLOCK L9080-06A LESS TRIM SCHLAGE k - A'-O' HIGH PLASTIC LAMINATE WAINSCOT Q 3'-0" x 7'-O" + H.0 B2 DI GI LI S2 T1 EXTERIOR MANDOOR WITH KEY. LEVER HANDLE INSIDE ALWAYS EXIT. XL11-465 MTG, PLATE WITH GYPSUM BOARD ABOVE t1 DOWNSPOUTS (D.S.) 6" DIA TYP. (U N 0) - SEE ROOF PLAN DETAILS - -- _ ----—-- -- ALSO SEE UTILITY PLAN (G-3) FOR STORM TIE N. LOCK L3 EXTERIOR PAIR, KEY OUTSIDE, TURN/PUSH BUTTON INSIDE D53PD SURFACE BOLTS do STRIKE SCHLAGE �� i'-C" X ''-0" � I� !� �i M B2 01 G1 L1 52 TI - EXTERIOR MANDOOR ---- -- --- -----_ - --- CEILING t2 ALUMINUM STOREFRONT WINDOWS PEP. DETAILS AND SPECIFIC,.nONS. LOCK L4 STOREFRONT SINGLE. HEAVY DUTY DEADLALEH. CYLINDER DEAD LATCH AND 4710, 4711, 4712 ADAMS RITE N - EXFOSED ROOF STRUCTURE 13 WALL. PACK LIGHTS (W.,. - PER ELECTRICAL (BIDDER DESIGN. 11 t0'-0" x 14'-O" Si, STL DEADBOLT EACH JAMB (PM.) OVERHEAD DOOR P - SUSPENDED ACOUSTICAL TILE - SEE SPEC SEE EXTERIOR ELEVATIONS FOR ALL LOCATIONS. MOUNT AS HICH CN OUTSIDE W/ BOLT HOLDBACK LEVER OR PADDLE HANDLE INSIDE LEVER HANDLE 4569 '12 12'-0" X 14'-O" C ST, ;TL UEADBOLT EACH JAMB (PM) O,fERHEAD DOOR LOCK L5 BREAK ROOM, BOTH KNOBS ALWAYS UNLOCKED_ AL10S - PASSAGE LOCK SCHLAGE 0 - GYPSUM BOARD AND PAINT WALL AS POSSIBLE WITH ALL LIGHTS THE SAME HEIGHT PER EA;H f�1� -- - Lam... LOCK L8 OFFICE KEY OUTSIDE, TURN PUSHBUTTON INSIDE AL70PD - CORRIDOR LOCK SCHLAGE SIDE OF THE BUILDING. `3 t2'-0" k 1a'-0" r St, stl. DEADBOL7 EACH .IAMB - (PM.) OVERHEAD DOOR ---- -------- -- ------ ----- CEILING HEIGHT na) HOSE BIBS (H.B.) WITH INTERIOR SHUT-OFF VALVE TYPICAL. - LLI LOCK L7 HALLWAY, BOTH KNOBS ALWAYS UNLOCKED AL10S - PASSAGE LOCK SCHLAGE _ 1\4 12'-0" X 14'-0" C ST, STL. DEAOBOLT EACH JAMB (PM.) OVERHEAD DOOR _ --- - --- '- -- -- - ------- LOCK L8 TOILET SINGLE, PUSH BUTTON INSIDE AL40S - PRIVACY LOCK SCHLAGE 8- 8-0 15 COORDINATE WITH SITE UTILITY PLAN (SHEET G-3) FOR CONTINUATION Q - -- _ — - - NGL PUSH --- ---__ _ ---- ....- _ _ -_—._ 9 - W-0" 15 1:'-;Y' K 1a' Il" C T STL DEADBOLT EACH JAMB OCK L9 TOILET, UNISEX, PRIVACY LOCK AND DEADBOLT WITH AL40S - (SATURN) PRIVACY LOCK SCHLAGE 20- 20'-0" Of UTILITIES BEYOND B'.tILDING Q - (PM.) OVERHEAD DOOR L _ "OCCUP_IED" INDICATOR. _ _ _ _ V - VARIES 16 EXTRUDED CONCRETE CURB - SEE SITE DETAIL SHEET 16 10'-0" x 14'-0" C STL DEADBOLT EACH JAMB - (PM.) OVERHEAD DOOR_ Pusl+;PuLl PI STOREFRONT, 3/4" DIAMETER ROUND BAR EA(:H SIDE - TIDE p43 ANO_ N22 - TCE _ t cONDENSOR PAD t7 3'-0" X ''--O" A 5 C B M.M. 91 L6 S2 - - INTERIOR MANDOOR STOP _ SI WALL TYPE WITH RUBBER BULB --- 401- — IVES WALL SYMBOLS: g2I CONIC ETE SIDEWALK - SEE SITE DETAIL SHEET 18 3'-0" % ''-0" ? S.C.B 1 M.M. 81 l6 $2 - INTERIOR MANDOOR STOP S2 WALL TYPE HOLLOW CENTER FOR LOCK BUTTON -_ 407-1/2, 8-10 IVES _ ASPHALT RAMP - SEE SITE DETAIL SHEET I--L- �� STOP S3 FLOOR STOP (NTH RISERS AS REOUIRED) - 436 -- - IVES — f G'. C.M.U. WALLS (THICKNESS PER STRUCTURAL) 24'-O" TRENCH GRAIN WITH OIL/WATER SEPARATOR ' 19 S-0" X -0" A S.C.B 1 H.M. 81 L9 S2 - TOILET SINGLE FIXTURE -- - ---- - -- -- --- --- WITH .3 112- METAL STUD 25 GA.) FURRING AT 16" O/C., TOP T1 SEAL AT TOP OF H.M. DOORS 377AV PEMKO 5/8" GYP BD. AND R-11 NSULATION WALL. PHONE N '0 S'-0" x --0" -• S,C B 1 H.M, 81 L9 S2 - TOILET SINGLE FIXTURE --` - - -- - WEATHER_STRIP W1 EXTERIOR DOOR PERIMETER WEATHER STRIPPING _ _ PF114P_S _ PEM_K0_ , 8" GYPSUM 21 3'-U" x W* » 5 C B 1 H N BI C1 L7 St - INTERIOR MANDOOR SIGN - -- SIGNI - DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS i BOARD EACH SIDE STUDS SEE AT 65 SPECIFICATIONS FOR" ON CENTER WITH SNSU INSULATION. ELECTRICAL SYMB( -- - - --- - SMOKE GASKET SGI GASKETING FOR FIRE RATED DOORS sea PEMKO 22 3'-C" X ,�' A S C 8 1 H.M Bt C1 L7 5t - INTERIOR MANDOOR 2 X 6 WOOD STUDS AT 16" ON CENTER WITH 5/8' GYPSUM 1 - 0 3'-0" X ^ S.C.B. 1 M.M. BI LS S1 - INTERIOR MANDOOR - BOARD EACH SIDE - SEE SPECIFICATIONS FOR INSULATION DUPLEX 120 VC - FLOOR LEVEL. ` 1� F� \� t l '4 3'-C" x + S C B 1 H.M 81 LS S1 - INTERIOR MANDOOR '''"'"^� C.M.U. (CONCRETE MASONRY UNIT OR BLOCK) WALL DUPLEX 120 VC N IF21 Z J Q5 & ---"--"- -- — - ` SIZE AS NOTED ON PLANS OR DETAILS FLOOR OR AS `� 06 , CWINDOW SCHEDULE __ U...anom - FOURPLEX 120 - -_w" -` NO S17E WINDOW FR VAE LABEL REMARKS NOTES' 4 FINISHED FLOOE - 1 174 NOTES - I. R-11 INSULATION AT RESTROOM WALLS OR AS NOTED. D.S. I J �� - T'rPE MATI.. TYKE MATL. (SEE SPECIFICATIONS) (R-19 INSUL AT 2 X 6 WALLS). SPECIAL OUTLE Y✓ T fIA� JJJ � 0i TY� 1 L DOORKNOBS TO PE LEVER HANDLES AS PER ADAAG 4.13.9, I 3'-4" X 4'-0" A TEMP I IS - - FLOOR AS NOT - � „�,� � f --- --- -- - 2. IF CONTRACTOR OPTS TO USE METAL STUDS INSTEAD OF Over . �... ALL GLAZING IN DOORS AND WITHIN -0" OF DOOR OPENINGS SHALL BE TEMPERED PER U.B.0 2406.4. 2 6'-O" X 4'-0" A TEMP 1 S - - WOOD STUDS (AS NOTED AND DETAILED), HE MUST NOTIFY TELEPHONE OU tJ Ggn�ItierdHHy A oved - - - -- ENGINEER FOR GUAGE REQUIRED AND ADDITIONAL DETAILS, LOCATE 15" AE % " 6" 6" - - 3. ALL GYPSUM BOARD MUST BE TYPE "X" AT RATED WALLS. COMMUNICATIOI L-1 ] r EW.1,IT {kr io F l�w. - ` % r - REL11E TYP. - t L I c t — vnl TING r co - __ ___- CEILING. LOCI ` MttdO► U c (' I � NOTED AT PLA ! GENERAL NOTES: t 4JP9 10 LIGHTED EXIT le+I 1!1!-c I c� _ NOTES: 1. SEE FOUNDATION PLANS FOR ADDITIONAL DIMENSIONS OF ALL OPENINGS Ci I o -- 1. ALL GLASS WITHIN 18" OF THE (DOORS, ETC.) THAT ARE NOT SHOWN. ` l / L = FLOOR IS 10 BE TEMPERED. 2 VERIFY ALL UTILITY LOCATIONS AT EXIT FROM BUILDING 5172. ALL 1-HOUR RATED RELITES WITH MECHANICAL CONTRACTOR. COORDINATE ALL INTERIOR ANG (�S A 8 C D E l� lll��LLL.��J �1 TO BE WIRE GLASS IN STEEL EXTERIOR UTILITY LOCATIONS PRIOR TO CONSTRUCTION. DOOR T PE& A B t STOPS AND rRAMES 3. SEE SIT: PLAN (G-1) FOR ADDITIONAL INFORMATION ON ITEMS THAT ARE 3 ALL GLASS WITHIN 24" OF ANY SHOWN OUTSIDE OF BUILDING (WALKS, PARKING, ETC.). - __ _ ABBREVIATIONS WINDOW TYPES FRAME TYPES DOOR IS 70 BE TEMPERED. I - - 4. DIMENSIONS TAKE PRECEDENCE OVER DRAWING: DO NOT SCALE DRAVANGS I HM. = HOLLOW METAL TO DETERMINE ANY LOCATIONS. THE ENGINEER SHALL BE NOTIFIED IF "' 1�I +�1 RELITE HEAD ST WINDOW TYPES: WINDOW FRAME TYPES: a \ STEEL ANGLE 10 ALIGN L = STEEL ANY DISCREPANCY OCCURS, PRIOR TO CONTINUING WITH WORK. ri i AL = ALUMINUM TEMP TEMPERED, 1/4" THICK H.M. HOLLOW METAL, NI-W CONSTRUCTION TYPE EA SIDE TN;: WITH DOOR 5. ALL DIMENSIONS ON PLANS ARE FROM THE OUTSIDE FACE OF EXTERIOR 101 ET RCO(VI I GILL 1 f�O ' q j PM = PER MANUFACTURER W.G, WIRE GLASS FOR 20 MINUTE FIRE RATING S. ALUM STOREFRONT WALLS AND CENTERLINE Of INTERIOR WALLS UNLESS OTHERWISE NOTED. -t --� HEAD OH = OVERHEAD t - 1 C6 J 8 I ' C6,1OR 7Y V C)1 s .t r �. GF1' FRAME TYPES: _ F, T7 T-1 ro r DOOR MATERIAL TYPES DOOR FRAME TYPES: S.C.B. SOLID CORE, PAINT GRADE, PAINTED FINISH H.M HOLLOW METAL, NEW CONSTRUCTION t I r"'!�, -(� _ " ' " H A,_ WAY H C M HOLLOW CORE METAL, PAINTED FINISH STL. STEEL PER MANUFACTURER ?l.,r 7 -4 S/� SIL. STEEL PER MANUFACTURER - - - c - P I �4 46 1 nr-� 7' %1. 0 ✓FMK En9,,,rwS i;l Itl III. ILII 11I I'1111 I!I!ill' Ill ILII LEGIBILITY STRIP cm j I � 11 � I I I'lll"•'IIIII 111, I ll!II II IIILII1111111 ullullluulullll H IOmn".I cm 7 6 9 10 11 12 1�3 1�4 i I 17 119 19 :'Q 21 22 23 24 25 20 27 28 29 30 P t 08 III.IIII '' I I'I'I I f'I I'I I �Q 1.,1 Lb ""'-'^� NOW • 1O2 tUL�J.�,11J I oi�ilJOUlla,�1�111uI1ll1111J1,I.LW.I�l.11l''' 1 Y. r•.. - _ .. _ - - mooww"w #AIYO+..p`M+'.ra•,M•h.+AM.r'"".wM,w+,"Mr+w, wa .,wn,+M+,.++o+•+n+s.•N"w►. .. �'.^ T,MwrF-M 1ww'ln,wrwmmo".owl •.Yw." .*—.,r...-_. �... yi.,v.wwNy+wr _ ., - - .�Yw/R"nrt M/'�,w„. 't 1 , 44 44'-8„ (715 2 X 6 TOP RAIL - ROUTER 3/4" AT EXPOSED EDGES AND SAND SMOOTH 18 4 X 4 PG.TS AT 6'-0" OC MAX O ('S B 2 X 4 HORIZONTAL RAIL`. I . 28'-S" ---- � � 16 + I � PAINT HANGRAIL ANCi SADDERD. i '� �) lr rF f1o� NTH ALK ID ENAMELPA NT 1 TO MATCH INTERIOR COLOR_hAIiINo �ITVP -4JP3 117'' SIMP50N °LU24" - OM11 NAILS I 8" C,M U WALL,4W P • • 17 • - • .1,w P • • SECTIONS THROUGH R USE AIL ASCREWS vABLE / �� ALL OTHERS 4 1b H 8 3 a v O GR - I \ TOILET ROOM ILET R00 0 ` -•T•-�- CQ--± J q^� � I 5/g" PIA LAG-BOLTS\ � I 51 I C \1+ PGFI, - �(=� n I A CMU WaLI - I TYPIC..AL 1 t� _ � PLYWOOD I 2 X 4 TQEKICM .� N rn FLOOR _ 8" C M.0 SEE I -5 3/81 9'_10 /2" 7'-4 3/4" HALLWAY n 2 WOOD GUARDRAIL JOISTS ` O ELEVATION FOR FINISH +' - 1I D�P9 � I I i 21 ,, I O t_ _. ' 7 (Jil °d a POST SUPPOFT �+•+ o rn I -ROUGH PLUMB 5 I 5 J �6 1 �' �^ � C�c� (20 I FOR FUTURE I + I O WOOD GUARDRAIL O 1. TOILET ROOM 1 0 WP o 1 1/2" LSL RIM BOARD h P SERVICE BAYS �5) _ 6 SERVICE BAYS , 3 ` o / �r W �- ) x OH0.0 (`` AOr HQ20 `T'YR 1 O Z 5) _ BREAK ROOM .� g 5' ( A-1 1 \ \ o ¢ `� A4JF9 ' I 7 a U J n I ;) �a� / } � TYPICAL ELECTRICAL LAYOUT 3 DOnN - I � r� FOR EACH SERVICE BAY. W d ._ "- (6 TOTAL) f3 C IUP I ! ' I05 X c� I _ c� METAL STAIR 0 MEZZA INE ABOVE I i ,t -4 3'4" 17'-4 1/2" �S'-4 3/4 r r 220V a) (14 8" C M.0 WALL 11 iO \9 HB (� 7) © D.S I \';8' BENT _ �UIiMIaIMIaI 22 • • i��y • • J .rtll �Iq�rrl��l �') • • w P • • 1 w F� • • �I .r111�1iA� NOTE: 9 Ilo�IIall�lrl�" TYP PROVIDE (20) HIGH BAY METAL - --� HALIDE FIXTURES FOR SERVICE E MEZZANINE PLAN GUARDR SIL. SECTION FLOOR PLAN BAY LIGHT,NG �� 300006 1/81.1 _0 - _OOC6 ' 18 a 1'-0" o•' a jWg FINISH SCHEDULE: AME KEY NOTES: DOOR SCHEDULE n00R HARDWARE FLOOR FINISH -- - --- - - - — AJaMGNK 9 .. N- I [ aF HARDWARE (HGwE ) AB'-1_ REMARKS WAFT MAR DESCRIPTION MODEL NUMBER MANUFACTURER A - EXPOSED CONCRETE SLAB } + (X) UNI' HEATER - MAX "EMF 45'. r..L MAI[, ''PF MATL GROUP B - CARPET (CPT) r I (2) PROVIDE 'J' BOX AND WIRING FOP 1,800 C r M EXHA A% BUTTS/HINGE B1 BALL BEARING TYPEE1 1/2 PAIR PER DOOR LEAF FBB179 4 t/2" X 4 t/2" STANLEY C - SHEET VINYL (S,V.) I ` COORDINATE WITH MECHANICAL. 01 3'-0" X 7'-f)" B AL a 4L C2 L4 P1 53 W1 SIGN) - ALUM. STOREFRONT --. .__ - _ _ . � - -- -- - - ---- ----- BUTTS/HINGE_ 82 EXTERIOR, BALL BEARING, 1 1/2 PAIR/LEAF (NON REMOVE PIN) F88179 NRP 4 1/2" X 4 1/2" STANLEY E - V INYLCOMPOSITIONTILE (V C T I ; PAINT INTERIOR CMU WALLS UP 6'-0" Q, 3'-C" X 7'-0" B I AL C2 L4 Pi S3 W1 SIGN1 - ALUM. STOREFRONT - - -' - `- -- - -- - - - D - UBB C TREADS AND RISERS I /� _ CLOSER C_t STANDARD DOOR ADJUSTABLE HYDRAULIC LCN 4010_ LCN �(�4 WIRE FOR AIR COMPRESSOR - COORDINATE WITH SUPPLIER V 10'-0" X t4'-0" C STL DEADBOLT EACH JAMB (PM.) OVERHEAD DOOR CLOSER C2 STOREFRONT ADJUSTABLE HYDRAULIC LCN 1481 LCN BASE ) PROVIDE AIR DROP AT EACH SERVICE BAY. - ---- _- - --�-�_--` DRIP D1 2 1/2" CURVED EXTENSION ��- 346 A --- PEMKO O4 1.'-0" X 14'-0" C STL DEADBOLT EACH JAMB - (PM,) OVERHEAD DOOR0 - NONE t 0 V. DUPLEX OUTLET DROPS AT (6) PROVIDE (2) t P T T -- --------- DEADBOLT DBi HEAVY DUTY DOUBLE CYLINDER AT MAIN ENTRY DOOR_ 8462P __ SCHLAGE a - I.. .i" x 14'-n" C 1 ;TL DEADBOLT EACH JAMB (PM.) OVERHEAD DOOR --- --- -- -�--- 6 " RUBBER BASE I A 4 EACH BAY. LOCK GUARD G1 LOCK ASTRAGAL_ _ _ _ �_ N_O. 184---_ IVES - 6" I 7 PROVIDE 'J' BOX NTH 220 V POWER AT CEIUN, T EACH BAY X 14'-O" STL. DEADBOLr EACH JAMB (PM.) OVERHEAD DOOR KICKPLATE K1 - BRASS PLATE _ - — TICE A G A APPROVED HI/LOW DRINKING FOUNTAIN WALLS —� (9 6" CONCRETE FILLED BOLLARD - SEE SHEET S-1. 07 12'-O" x 14'-O" C ST; ;tl DEADBOLT EACH JAMB - (PM.) OVERHEAD DOOR KICKPLATE K2 PLASTIC LAMINATE PLATE _ _ CABINET MAKER —'-`--'------ H EXPOSED CONCRETE BLOCK AND PAIN T -- - `- - OCK �- L1 EXTERIOR, KEY OUTSIDE, TURN/PUSH BUTTON INSIDE. D53PD - ENTRANCE LOCK SCHLAGE (10 SAYS (20) HIGH BAY METAL HALIDE FIXTURES OVER SERVICE `8 10'-0" X 14'-0" C STl STL DEADBOLT EACH JAMB (PM.) OVERHEAD DOOR =----- ___ _ _ .•_, J - GYPSUM BOARD AND PAINT AND MEZZANINE. Q - ---- --- ._-__ -- _ - _ LOCK L2 EXTERIOR, CYLINDER ONLY OUTSIDE ALWAYS UNLOCK L9080-08A LESS TRIM SCNLAGE a 4'-0" HIGH PLASTIC LAMINATE WAINSCOT tt DOWNSPOUTS (D.S.) 6" DIA TYP. (U N 0) - SEE ROOF PLAN DETAILS (� J'-o" X 7'-p" A H.0 M �+ B2 Di G1 Lt S2 Ti EXTERIOR MANDOOR -` _ -- _ NTH KEY. LEVER HANDLE INSIDE ALWAYS EXIT. XLII-465 MTG. PLATE _ WITH GYPSUM BOARD ABOVE ALSO SEE UTILITY )LAN (G-3) FOR STORM TIE IN t0 T -!" x `-0" A �+ s FIJ D1 G1 L1S2 T1 EXTERIOR MANDOOR LOCK L3 � EXTERIOR PAIR, KEY-OUTSIDE, TURN/PUSH BUTTON INSIDE D53PD SURFACE_ BOLTS & STRIKE SCHLAGE CEILING I 12 ALUMINUM STOREFRONT WINDOWS PER DETAILS AND SPECIFICATIONS. LOCK L4 STOREFRONT SINGLE HEAVY DUTY DEADLATCH, CYLINDER DEAD LATCH 4710, 4711 4712 ADAMS RITE O 11 10'-O" X 14'-0" C ST, STL. DEADBOLT EACH JAMB (PM.) OVERHEAD DOOR - OUTSIDE W/ BOLT HOLDBACK. LEVER OR PADDLE HANDLE INSIDE LEVER HAN'lLE 4559 N - tXPOSED ROOF STRUCTURE 13 WALL PACK LIGHTS (W.L) - PER ELECTRICAL (BIDDER DESIGN) - -- ----- -- - - P - SUSPENDED ACOUSTICAL TILE - SEE SPEC SEE EXTERIOR ELEVATIONS FOR ALL LOCATIONS. MOUNT AS HIGH ON (i� 12'-0" X 14'-0" C ST, STL DEADBOIT EACH JAMB - (PM,) OVERHEAD DOOR LOCK L5 bPEAK ROOM, BOTH KNOBS ALWAYS UNLOCKED ALiOS - PASSAGE LUCK SCNLAGE 0 - GYPSUM BOARD AND PAINT WALL AS POSSIBLE WITH ALL LIGHTS THE SAME HEIGHT PER EACH --- - - -- LOCK L6 OFFICE KEY OUTSIDE, TURN PUSHBUTTON INSIDE AL70PD - CORRIDOR LOCK SCHLAGE SIDE OF THE BUILDING. t3 tL>'-0" x 14'-0" C ST. STL. DEADBOLT EACH JAMB - (PM) OVERHEAD DOOR - -- --------- -- - CEILING HEIGHT - �� LOCK _ L7 HALLWAY, BOTH KNOBS ALWAYS UNLOCKED AL10S - PASSAGE LOCK SCHLAGE (14) HOSE BIBB (H.B.) WITH INTERIOR SHUT-OFF VALVE TYPICAL - - 14 12'-U" x 14'-0" c STI 2 STL. DEADBOLT EACH JAMB - (PM.) OVERHEAD DOOR - - -` -` - - - AG _ 8'-0" LOCK L8 TOILEi SINGLE, PUSH BUTTON INSIDE AL40S - PRIVACY LOCK SCHLAGE 8 L COORDINATE WITH SITE UTILITY PLAN (SHEET G-3) FOR CONTINUATION < L -- -- - --- --- ------E,-- --- 5- -PRIVACY 9 - 91-01. OF UTILITIES BEYOND BUILDING 15 12'-0" x 14'-0" STI 2 STL DEADBoI' EACH JAMB - (PM.) OVERHEAD DOOR LOCK L9 TOILET, UNISEX, PRIVACY LOCK AND DEADBOLT WITH AL4GS - (SATURN) PRIVACY LOCK SCHLAGE 20- 20'-0" — "OCCUPIED" INDICATOR. _ _ __ _ _ _ V - VARIES 16 EXTRUDED CONCRETE CURB - SEE SITE DETAIL SHEET 16 10'-0" x t 4' 11" ;T STL. DEADBOLT EACH JAMB PUSH/PULL Pi STOREFRONT, 3/4 DIAMETER ROUND BAR EACH SIDE_ TICE #43 AND #22 TICE _ 17 CONDENSOR PAD �I - (PM,) OVERHEAD DOOR -'"- -- „--- 17 3'-0" x 7'-0" A S L i t H.M Bt L6 52 - - INTERIOR MANDOOR - STOP S1 WALL TYPE WITH RUBBER BULB 401 IVES WALL SYMBOLS: 18 CONCRETE SIDEWALK - SEE SITE DETAIL SHEET Q �— STOP S2 WALL TYPE HOLLOW CENTER FOR LOCK BUTTON 407-1 18 3'-c'" x 7'-0" A S.c F 1 H.M. 81 L6 S2 - INTERIOR MANDOOR /2, 8-10 IVES - 19 ASPHALT RAMP - SEE SITE DETAIL SHEET - - - - -- - --- STOP S3 FLOOR STOP (WITH RISERS AS REQUIRED) 436 IVES �- (.M.U. WALLS (THICKNESS P STRUCTURAL) p 24'-0" TRENCH DRAIN WITH OIL/WATER SEPARATOR 1'-n" X 7'-0" A S.C'F t H.M BI L9 S2 - - TOILET SINGLE FIXTURE - -- - --- --- - - -.. WITH 2" (TTA NTUD PER SA UFURRING AT 16" 0/C., �� WI 1/ METAL S (25 G ) TOP T1 SEAL AT TOP OF N.M. DOORS 377AV PEMKO I 5/8" GYP BD. AND R-11 INSULATION 21 WALL PHONE O '0 _ -CI" X 0" A S.0 I+ F1 M Bt L9 S2 - TOILET SINGLE FIXTURE - -"-- -- - - WEATHER_ STRIP W1 EXTERIOR DOOR PERIMETER_W_EAiHER STRIPPING _ PFI t_4PS_ _ _ PEMKO _ -*-��•� 4 WOOD STUDS AT i6" ON CENTER WITH 5/8" GYPSUM 21 V-0" X 7'-0" a SCE, 1 H.M Bt Cl L7 St - INTERIOR MANDOOR SIGN SIGN) DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS -- - - X S: BOARD EACH SIDE - SEE SPECIFICATIONS FOR INSULATION, ELECTRICAL SYMBOLS: �--- _ '? 3'-0" x 7'-0" S C B H.M et Cl L7 S1 - INTERIOR MANDOOR SMOKE GASKET SG1 GASKETING FOR FIRE RATED DOORS S88 PEMKO - - 2 X 6 WOOD STUDS AT 16" ON CENTER WITH 5/8" GYPSUM 3'-0" X "'-0" a S.0 8 1 H.M. B1 LS S. - INTERIOR MANDOOR BOARD EACH SIDE - SEE SPECIFICATIONS FOR INSULATION. DUPLEX 120 VOLT OUTLET 15 INCHES ABOVE FINISHED FLOOR LEVEL. '4 Y-O" X 7'-0" a S.0 B 1 H.M B1 L5 S1 - INTERIOR MANDOOR '''"'„^'� C.M.U. (CONCRETE MASONRY UNIT OR BLOCK) WALL DUPLEX 120 VOLT OUTLET 48 INCHES ABOVE FINISHED WINDOW SCHEDULE SIZE AS NOTED ON PLANS OR DETAILS FLOOR OR AS NOTED AT PLAN. NOTES: FOURPLEX 120 VOLT OUTLET 15 INCHES ABOVE NO SIZE WINDOW FRAME LABEL REMARKS 4 FINISHED FLOOR OR AS NOTED AT PLAN. �" TYPE MATL. TYPE MATL. 1. R-11 INSULATION A7 RESTROOM WALLS OR AS NOTED. (SEE SPECIFICATIONS) (R-19 INSUL. AT 2 X 6 WALLS). SPECIAL OUTLET WITH VOLTAGE AND HEIGHT ABOVE 1 DOORKNOBS TO BE LEVER HANDLES AS PER ApAAG 4 13.9, i 3'-4" X 4'-0" A TEMP 1 IS - - FLOOR AS NOTED AT PLAN. LL_LL - -- - - - ----------- ------ 2. IF CONTRACTOR OPTS TO USE METAL STUDS INSTEAD OF U 2 All GLAZING IN DOORS AND WITHIN 2'-0" OF DOOR OPENINGS SHALL BE TEMPERED PER U.B.C. 2406.4. 2 6'-O" X 4'-O" A TEMP 1 S - - - _ WOOD STUDS (AS NOTED AND DETAILED), HE MUST NOTIFY TELEPHONE OUTLET WITH CONDUIT TO ABOVE CEILING --`" - ENGINEER FOR GUAGE REQUIRED AND ADDITIONAL DETAILS LOCATE 15" ABOVE FINISHED FLOOR OR AS NOTED -` 3. ALL GYPSUM BOARD MUST BE TYPE "X" AT RATED WALLS. COMMUNICATIONS OUTLET WITH CONDUIT TO ABOVE L� TT - - " b 6 CEILING. LOCATE 15" ABOVE FINISHED FLOOR OR AS REurE TYP , -- _ - --� NOTED AT PLAN II o GENERAL NOTES: � � • n NOTES: LIGHTED EXIT SIGN LJ 0 1. ALL GLASS WITHIN iB" OF THE i SEE FOUNDATION PLANS FOR ADDITIONAL DIMENSIONS OF ALL OPENINGS 1 FLOOR IS TO BE TEMPERED. (DOORS, ETC.) THAT ARE NOT SHOWN. cj� In D E t- J I � 2. VERIFY ALL UTILITY LOCATIONS AT EXIT FROM BUILDING J Q i A B C i- _JI 2. ALL 1-HOUF' RATED RELITES WITH MECHANICAL CONTRACTOR. COORDINATE ALL INTERIOR AND _O 0 TO BE WIRE GLASS IN STEEL EXTERIOR UTILITY LOCATIONS PRIOR TO CONSTRUCTION. W ' STOPS AND FRAMES. (� � I D000_R . TLPES. A B t 3. SEE SITE PLAN (G-1) FOR ADDITIONAL INFORMATION CNV ITEMS THAT ARE O In O 3. ALL GLASS WITHIN 24" OF ANY SHOWN OUTSIDE OF BUILDING (WALKS, PARKING, ETC.). O 1 ABBREVIATIONS WINDOW TYPES FRAME T Y'PES DOOR IS TO BE TEMPERED. 3 4. DIMENSIONS TAKE PRECEDENCE OVER DRAWING: DO NOT SCALE DRAWINGS Ul HM. = HOLLOW METAL TO DETERMINE ANY LOCATIONS, THE ENGINEER SHALL BE NOTIFIED IF tJ STEEL ANGLE RELITE HEAD STL = STEEL WINDOW TYPES: WINDOW FRAME TYPES: ANY DISCREPANCY OCCURS, PRIOR TO CONTINUING NTH WORK, d � U 'T EA SIDE TVP. TO ALIGN AL = ALUMINUM TEMP TEMPERED, 1/4" THICK H.M. HOLLOW METAL, NEW CONSTRUCTION TYPE .1 WITH DOOR PM = PER MANUFACTURFR W,G, WIRE GLASS FOR 20 MINUTE FIRE RATING 5. ALUM. STOREFRONT 5. ALL DIMENSIONS ON PLANS ARE FROM THE OUTSIDE FACE OF EXTERIOR I , , HEAD OH = OVERHEAD WALLS AND CENTERLINE OF INTERIOR WALLS UNLFSS OTHERWISE NOTED. F- 1 2 3 a DATE SCALE PROJ NO FRAME TYf' S: DOOR MATERIAL TYPES DOOR FRAME TYPES: AS NOTED 200006 S.C. SOLID CORE. PAINT GRADE, PAINTED FINISH H.M. HOLLOW METAL, NEW CONSTRUCTION DRAWN CHECKED H r_ M. HOLLOW CORE METAL, PAINTED FINISH STL. STEEL PER MANUFACTURER MAN AVD STI. STEEL PER MANUFACTURER SHEET NO - r VLMK PLOT DATES 2/712000 13:44.3 KAN 2/16 2000 14:16.48 KAN r 20006A-i.dw 3 1 2000 2:25.30 MAN 12394 SW Srholls Ferry Rd, SIT2000-00031,8UP2000-00270 PERMIT SET 3-1—al 9 of 11 114 IIB 1711 16 19 20 21 cm IIIIIIIIIIIIII; � 'II'llllllllllllllllllllllllllllllt�l nii�lllllllllll'" - ,;,I II � IIIb Illi;i IIIIIIIIIIIIII jtIIIIIIIIIIIIII LEGIPiLiTY STRIP 10 o„I�m I 1! 3 41 Ol C1 81 110 I I I2 I3 2'2 213 24 25 26 27 2e 2s 30 It CD III I 111i I 111 �� l HONI lOt . 1t1�JJ�11111�i�d�1,ilI�l�u�� LW1,�,4�1 Oz .�.. .. �,,.. r.,...,«,” .wn.,+.v.K*, ..,.. ."...waw.,..«r..r...-.,.....-...M,•.en�. .,-._....«........ .».....,rr•.on..,.:...�.,...,. ,.,,, ww,na,..�x.l"r.»M•+IMIMN�11111N! � iJb�r.•se,�.�..�..,.... •._..�,.......,�..—.««....,�«...�.�,.a..,.:.w..�-. ;,�,,,�.,.,, ....�..,..�,w.w....o,..,..:M.,,.....«.�.....�..w-M,.....a..»,.....,,....—......w........�.v..�......,�..,.Y,r.�.,.�.,.:,�;.....,.......,,..........,..,�.,...,.,,...,,..,.........W. _ �...�.....,. ...�...�.+.. - .a.,., { , CD -" I ! 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