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10770 SW CASCADE AVENUE-4 lj - YI ••VI �J d ...•...._..err..._........ .-�._. i 19 t ;a 13 03 Ds DS _ c= AN I ' f ------------ ------------- r-------- ------- HAFLEY I 1 1 I II 1 , DA 1 , KVIS.Y- 1 I I I �1�✓✓ ' - ---------- I 1 1 11 I • ' 1 I I 1 ; 1 I ' 1 _______:_ e �------------- a-_- _______ 1 i 1 1 ------------y Alf 1 I 1 r' ------------- 1 7 i L-------------- ---- p c �` i NAMENDE 2M I / J6 / // I u mGHTS PE%o1 / l THM ORAMDGS AM nt FIR KRU OF / = GROUP MACkENZtE AMD AX M01 T4 BE UKO OR REPPODVU IN ANY JdAtO&P. I / I W714OUT MOP V*TnA PrAYYS" op Nil DAN 1 1 _ LEGEND 11 j I r Ex7ERlurt CONCRETE WALL 1111111111110111I, EXTERIOR CONCRETE WALL W/ FURRING FULL HEIGHT I—HOUR FIRE RATED WALL SHUT 'ME: � _ ( SEE DETAIL 1/A8.1 • � �I� �\ I � ®® FULL HEIGHT WALL TO STRUCTURE EXIT SEE DETAIL 16/A8.2 PLAN 7HRU-GRID WALL TO 10'-0- A.F.F. - SEE DETAIL 2/A8.1 •� UNDER-GRID WALL TO 9'-0- A.F.F. L____,________—J SEE DETAIL 3/A3.1 ----_- == PARTIAL HEIGHT WALL TO 8'-0- A.F.F. _ CMU WALL TO 8'-0 A.F.F. SEE DETAILS 11 & 12,/A&2 DATE: 15-4-00 EXIT PATH. MIN. i F.C. DRAWN BY: 6TA LIGHTED EXIT SIGN CHECKED 8r:yi4r • Exit Plan - First floor 0 Exit Plan - Meztenbe SET - - --- ----- 1/8-_1'-0- . �, r � +�•.� � 1/8-'1�'0- l• MM of .� ''°" no. 99199 AWL Ap ' 7 t• • r ar •eo:r 2 6 10 f f l I!lJlllil111111 II IIIi1lIII OI I I IIlllU 1 1 1 111 1 1 11 I 11 ff IIi I lll�ill 1111111 I I 1111111 I I I I � 11111 I II IIII11111II III. i I .. IIIIIIIIillll Illlillilllllll Iilllllllllllll Illiillllllllll IIIIIIIIIIIIIi) IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIl41 (►tn{n loon 11111 n linl 1 �Idlifilnulh ilu wditllliu Nxl nod nidiJill I ...... .. _..-.- ,,....e... s...-.-,r.,+.. ,.....,,..rw...,,..,.,.,..v."..•.•.......„ ..nr...,.w..r ... �w . .., �r , ' u....... ,... a n ,..a.. a.>..Y1rr /- ti _. -... .._ .., .- ,w+v.....erw.M.�w.�•rwa�wwdrtwa a., �- � o -- - 1 —.o.,.....r..wrr.-arrw+r.�aa,«..w...•w..sec „ -r.. ----ate ..aa..+rs.,.w._.. .... . 1, +,3.'S,;.�..;: %Yw.W'.�... .' :i. ..n,.,.,.s,.,an.::+.� � ` tints.-n '�i�- 9 -1•y...-"�, s.-warts.- �..�r.w..+--mow.., ,�....w+.- •r r4, t C 8 - 0 y C, 1I11"opcc y •i *allow dir - MAP ► � I � r r DEVELOPER r ------ -- - DESTINATUM � HA►RLEY DAVIDSON 1J, moo �ro ject i HARLEY— DAVIDSON TKAW 1w owrw iLj w DWI ESY DAV I - A : L L. A ASAP 0 BALDING INFORMATION TEAM MEMBERS cm%V ICS IA �X 0= TIONS 6U - FIRST FLOOR AREA: 24.480 S.F. AWE ��1 AL AWE III�1SS >K1 " 9W 1M0 Al �'''►ig fi At/ Axam &Ir ID INSIDE DIMENSION OWNER� >�woRs AS FOUD 09 A5P11fA1.nr Cd1�CRETr IE INVERT ELEVATION SALES FLOOR AREA: 4,890 S.F. 1�1i AL 0LETWO R1ETE110ma; W 1111E OR 0"W AWADw�►r INSIA III IJU'I IN X OF SALES TO TOTAL: 19.9X DESTINATION HARLEY—DAVIDSON 1111111115M. AW AWs RrNIssl FI "' INTERIDR YU OCCUPANCY TYPE: M / B / H4 / S2 2302 Pacific Highway East 1 u p11W CUL r TI JST JOIST Tacoma, WA 98424 C• 0W - S.TF GEVIE,3PWW AMM ANOMD AT JOINT Phone: (253) 922-3700 &? 2.9 fJA* $AM AL) u LIVE LOAD Fax: (253) 922-5731 S, BASED ON STATE OF OREGON 1997 EDITION U.B.C. Contact: Ed Wallace P. FiLasm �:9 MAIL MATERIAL coo.9 1:'t11.'tf+A' 1lIOB' y /6Tf1011►OF MAX MAXIMUM MECHAN II0(16X) H4(2Sx) S2(12X) CONTRACTOR E OXCOW L �+rs►.4w � dip 11111011110MMFFD`" MANUFACTURED — ---- - - OCCUPANCY 11,482 4050 6070 2900 e wIllAllMllgr AEIFEAI�Mi(: 10 T11PE 01r ONMw>w111G OR C1l5.D .R ? d AEQBIG TRucrloN TYPE m N M C C O R M A C K PACIFIC 19" MANUFACTURING CANS �� MOR MANUFACTURER SASIC ALLOWABLE 5,640 1,920 1,875 2.160 � 11,595 S.F. 7190 SW Sandtaurg Street t_ OF)IEr me. 9W AOC>fiNG MN MAN HOLE YARDS (3) INCREASE '�� 23. dw wow MIN MINIMUM 190 S.F. Tigard, Oregon 97223 Z' PLANS AW Grp MISCELLANEOUS R INCREASE 30OX 69.570 S.F. 1 E EIIwi'»S/axaw I . , , SPRINKLE E Phone: (503) 624-2090 4_ uL SECTI MP.► �� PLATE MO MASONRY OPENING Fox: (503) 639-4134 S- WnDo'>wP ELEWOV" dti CXR 1l/fS11► ' Contact: Jeff PeralQ ILI1101EC D 01x� dF i:Asr loop NIC NOT IN CONYRACT 1 SWAM SMTXIIII RAINS, AW DUAKSas P' JI OLAW 60 daVY11I JOINT No.// NUMBER REPAIR-ORIENTED B' � d2.9 �MIr� 4 Clti►T111t LINE NOM NOMINAL `Z''` ®F GENERAL RETAIL ARCHITECT 9- GROUP MACKENZIE (I C✓TIIJ* NTS NOT TO SCALE aUillr o/A OVERALL 0690 S.W. Bancroft Street dlwi 04110 61ITE0 (METAL PIPE OC ON CENTER GROUP MACKENZIE 2000 dw16 COIIWIT WASdNRY LNNT OD OUTSIOE DIAMETER © ALL RIGHTS NESERVED — Portland, Oregon 97201 do e29,010,OUT OND OVER HEAD Dont THESE DRAWINGS ARE TH,'- ROPlarr. P 1 'yy d>!E COtuIN1r OPNG OPENING GROUP MACKENZIE AND ARE NOT TO BE 4t P.O. BOX 69039 d CdIC1KTv OPP OPPOSITE USED OR PEPRODUCED IN ANY MANNER +?�„.• _ /f�.9 SLA* �M CiS11RlC;.ON 0/5 OUTSIDE VMTH(JT PRIOR IAIRITTEN PERMISSION Portland, Oregon 97201-00..9 �� roNl�rllucnc>» OF ourstoE FACE r_�_ ; 422 �1 1 P'A* 01P.Ii+'N',i_� (AW COISTINudus t PLATZ REVISIONS: Phone: (503) 224-9560 a fir? Fox: (503) 228-1285 All >>W �P,,/p, Ci911P �TOI�) PLAM PLASTIC LAMINATE AV Contact: David Williams A2� Ml/ 5 �"�JAM% MW SEW P'PE p,CC POLY CHLORIDE SYMMIL EOMA3� � fop C0111111I RENS101,i EOITIQV f CLOSING DATE Rt_ `T O • fl`J� TURAL ENGNEER _ /4�{ �l” PT PRESSURE TREATED PVMT PAVEMENT --� i y Q/ OATNKIAIf; FdJNTAfIr PJ PANE- JOINT - __ GROUP MACKENZIE s�cnolw '0°�-1 �' �`" - 6� DIMAIem R RADIUS r_�- -� ! LOM I � • .'=a X iIIE`IGAII� 6111. OE"iAid � R 0690 S.W Bancroft Stree: A�1ROOF DRAIN Portland, Oregon 97201 �'� KED wwAlAIES �/ tJ11' 00111 aw Dow REINF REINFORCING P.O. BOX 69039 dowlsp wr REF REFERENCE REO REQUIRED . Portland, Oregon 97201-0039 � INSULATION RM ROOM —+—.--+- -- REV REVISION i Phone: (503) 224-9560 P"NW SYSTEM, Fox: (503) 228-1285 X VS 'AOI 'V01'►j11w �X adv �MrnuN KNOW RIGH O WAY Contact: Shell Clark �Cfl0w1 �V IweRx3 SST � +rte V'�X7110W KFAIM SHEET TITLE: , y � � �fig6r � L.AL SHTG SHEATHING car !lNM11Ma SIM SIMILAR r CML ENWEER DETAJ a if 9 jMT SPC SPECIFICATION TION TITLE -. SS STAINLESS STEEL GROUP MACKENZIE �� "��'"""� SHEET ET 0690 S.W. Boncrolt Street oETADETAIL. NOMMOKE wAA�rrs X S , W1 � �"X fOa1�& P� (W S� STA PT STATION POINT M2 �"ply�71Iw�/4 If/X,$ 05 PLOW 0*00 STD STANDARD Portland. Oregon 97201 II rlRr OEPAWrMfwT CONNECTION SUSP SUSPENDED MOTORCYCLE SALES P.O. BOX 6903911,1111I ow" 11"11110.01, 1114100t/ TOP of TW THICK(NESS) (SHADED) Portland, Oregon 97201-0039 MAW ORIONT/W TOP OF ROOF (FRAMING) III Phone: (503) 224--9560 AIQ fP&AVOnACK (W �AE r[ TS TUBE STEEL Fax: (503) 228- 1285 IGEWOn BAF MA/III( M I� p 6y OAR TU TILT-UP IWFA.L eY CMTItACTd1 TYP TYPICAL Contact: Ralph Hendfrson TR�►MC IMPACT FEE EVALUATION (TIF) LANDSCAPE ARCHrrECT w>Io�oM,�9P*" �EKi11FWATIAM woT tam oft /AW Cr STUD _-. - _- 06101, PAS CW WALL UL UNDER 11/tITERS LABORATORIES 0'r mr/roar U/S UNOERsrDE GREENWORK`►, P.C. Now III'm VERT VERTICAL DATE: OFFICE / RETAIL / SHOP 24,480 S.F. x •30.74 (/1000 S.F.) x $51 - $38,378.28 DOa S�S�Q- wMlA�J>< 0 40 �� VEST VESTIBULE OFFICE / ST^�:AGE / MEZZ. 4,902 S.F. x 30.74 (/ Union Station 1000 S.F.) x $51 - $7,685.06 DRAWN BY: 800 NW 6th Street, suite 327 d&W yy O - — + Portland, Oregon 97209 Cw!11[ltAl WC WITH TOTAL - $46,063.34 AE WC WATER CLOSET CHECKED BY:� %L�.I Phone: (503) 222-5612 &W ea �'o► "D WITH ET Fox: (503) 222-2283 AOUT� SWEET Aw "m Ilm WR WATER RESISTANT n6 "moo 00111[ WON WELDED WIRE MESH o mmo NN WATER HEATER If/M► 11wAMTMw11[ IAV NIlBw610,OU& N1411E HA>fpCIw W& T1 M 0 ,1wR£ VjrKllntlls,. VtMTp aI11Ol11 AND Aw><6 Vr',faNNC OF W*C26c"ft OW sumo"mo? r J08 NO. 990199 2 of 37 PERMIT REVIEW 8-21-00 -,. �_ _ ,�.,,I. .. ". 1110011111M I wr. ,;11 ..�.P,. N � . . � 1� JI iI�IIIINIIH rrIUII1111AI IIIII 111111 WIII�III � I � I U IIIIIIHIII iilpl� Lli��lil�liNlltl�,1 ,I�l,►�lu�ll�lp�i!►� ��rwM ��p� h,�v i i i�!��i 1 i��I��►i�� ` � S .+nw..win.. ....2 w+.�+rlw+•w-a�.e.a..a.�-..� ..- .,.�r/yr�.. +sw. ++fMY .r+ - --na..., .......• -._. —,......w..�....,wr-.,ray-+..•i•�.......�n..�.:......-..- yn. .. ,,. ..� .-. _ �... ._. .. ._ -,- _. _ -- - d.� ixr i NOTES _ _ I. ALL WORK SHALL r JNFORM TO THE STANDARD SPECIFICATIONS AND THE REQUIREMENTS 0' THE CITY OF TIGARD, UNIFIED SEWERAGE AGENCY (USA), AND THE CURRENT A'IERICAN PUBLIC WORKS ASSOCIATION STANDARDS FOR PUBLIC WORKS CONSTR,CTION. i. 2. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY 00 NOT SHOW 1 EVERY OFFSET, BEND OR C:BOW REQUIRED FOR INSTALLATION IN THE SPACE J l PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE SECT13 N, i JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. ALL LOCATIaI+!S FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION SHALL BE VERIFIED AS TO X: G�APl�N" CONDITION, SIZE AND LOCATION BY UNCOVERING, PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH JURISDICTION, BEFORE if/ j 7D ° '° " '° • BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. 3. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES N !!W! MUST BE INSTALLED AND MAINTAINED TO MEET THE U.S.A. REQUIREM:NTS. i Iraab M THE GOVERNING JURISDICTION MAY, AT ANY TIME:, ORDER CORRECTIVE ACTION I AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. EXiSTF.p�G ACCESS 4. EFFECTIVE DRAINAGE CONTROL ;S REQUIRED. DRAINAGE SHALL BE CONTROLLED W t EASEMENT 14 � AIITHIN THE WORK SITE AND SHALL BE ROUTED SO THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY. AND THE RECEIVING SYSTEM ARE NOT ADVERSELY WPACTED. THE GOVERNING JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. dw C • -a P t T 3. CONTRACTOR SHALL ADJUST ALL STRUCTURES IMPACTED 8Y CONSTRUCTION tp to - WPROVEMF-NTS TO NEW FINISH GRADES. A 97 - I •10• 6. EXCAVATION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO L • .a SIZES AND LEVELS SHOWN OP REQUIRED. ALLOW FOR FORM CLEARANCE AND 17 FOR PROPER COMPACTInN OF REQUIRED BACKFILLING MATERIAL. EXCAVATOR(S) SHALL NOIIf-, ALL UTILITY COMPANIES FOR LINE LOCATIONS SEVENTY-TWO ) ( �. , UTES SHALL7BE CORRECTE,DIATMTHER 0TRACTORS IOR 10 START �FEN5E. (ONE K. CGAELLTO 13 n 3 - T2 LOCATE UTILITY NOTIFICATION CENTER '- PORTLAND METRO AREA 246-6694 ' I - OREGON 696-4848, ALL OTHER AREAS 1-800-332-2344). + TVP. �a: � / �� \ 7. WHERE CONNECTING TO AN U.' ING PIPE, AND PRIOR TO ORDERING MATERIALS, S o L _S�._ _--- 141.14 _ _ ___. _. THE CONTRACTOR SHALL EXPOSE THE END OF THE EXISTING PIPE VERIFY THE '.� 6 LOCATION, SIZE, AND ELEVATION. NOTIFY ENGINEER OF ANY DISCREPANCIES. 2 TYP. � - �` 9 0 + �, S. REQUEST B THE CONTRACTOR FOR CHANGES TO THE FLANS MUST BE I / TMr 7 APPROVED 8Y THE ENGINEER. i ' t 9. PAVING SECTION SHALL BE 3' CLASS 8 AC OVER 8' OF CRUSHED ROCK. PER GEOTECHk"',AL ENGINEER'S RECOMMENDATION. SFE SPECIFICATIONS FOR I •' � 1 o a � GEJTECHNL;AL REPORT. DEVELOPER 1 E�rT�1NA TAO '` o o. ¢,�s• re• -�,s. � KEYNOTES �:1 � MAR '•� LEY 2 /5 n 1. TRASH ENCLOSURE (SCKLNED). 6• FCC SLAB. 6' NIGH CHAIN LINK DA 1d�'.s, �+ FENCE WITH BLACK P'wC PRIVACY SLATS. ' _ 2. LANDSCAPE AREAE. SEE LANDSCAPE PIANS. ,g5 _ ,� \ 3. RIBBON BIKE RACK FOR 9 BIKES. SEE DETAIL t/C6.0. Proms 24.481 SF 4. MONOLITHIC CURE, AND SIDEWALK. SEE DETAIL 3/C6.0. 17 FF ELEV.' 11 !0 CA 15 / S. CURB RAMP WITH TACTILE WARNING SURFACE. SEE DETAIL 14/66.0. H� - W 6. VERTICAL CURB. SEE DETAIL 6/Cu.O. DA 12 7. HANDICAP PARKIN(' SIGN. SEE DETAIL 10/C6.0. TIGAM 8. HANDICAP STE'1PING. SEE DETAILS 11 AND 12/C6.0. cj ,g 9. SQUARE WINCED RAMP. SEE DETAIL 13/C6.0. 10. CURB BREAK. SEE DETAIL 4/C6.0. t \ c+ 11. PUGLIC STREET AND SIDEWALK IMPROVEMENTS. SEE 13 S►tEETS C1.0 AND C1.1 (SEPARATE SUBMITTAL) • n �.. G 12. WETI.ANIDS ENHANCEMENT AREA. WORK BY OTHERS. r .+ ,tt t i � y� wx rft. ` �' • i8. 4' WHITE PAINTED STRIP W E. 1 �- T 14. 12' WHITE PAINTED CROSSWALK STRIPES. 15. TRANSFORMER PAD 16. WINGED EQUIPMENT RAMP. SEE DETAIL 5/C6.0. \ 6 TYP. .� 17. AC PAVING to TVP. 8rTE ANALYSIS TYP• 17 TOTAL AREA 102,577 S.F. (2.35 ACRES) p'r ! �''" " -" �� `• ` ��`z , ! J 13 TYP. BUILDING COVERAGE 24,480 S.F. 23.9% ,* PAVED/HARDSCAPE AREAS 39,629 S.F. 38.68 LANDSCAPE AREA 38,468 S.F. 37.5>r ,l' ;� ,�" �\ ''- • _ - ' ~'�.'� / / TOTAL WETLANDS ENHANCEMENT AREA 31,326 S.F. (0.72 ACRES) \ - w PARKING REOUIREMENTS w W ♦ .w'�'� ` .� ��.�� , TYF'. IRE 1 = w MK mm. � w �;\ SJ�E SO.FL TIGARD USE MIN REQ. MAX. ALLOWED ' _ --------- _ _ SHOWROOM 4,950 SALES-ORIENTED 3.7 5.1 18.32 25.25 o GROUP MACAENt1E 2= �P tg °�}moi `� ✓ `` • �� ALL RIGHTS "IFSEROED Al y REPAIR-ORIENTED 12,930 REPAIR-ORIENTED 3.3 4 43.99 53.22 THESE DRAWINGS ARE TME PROLFT. OF GROUP MACKENZIE ANG ARE N4T M, W ' " �' 6' OFFICE 3,100 (GEN.) OFFICE 2.7 3.4 8.37 10.54 USED OR REPRUUUGCD IN AN' A"NEF WITHOUT PRIOP WRITTEN PLRM15S1UN ` -_ _ - •----------.- •.,� PARTS STORAGE 3,500 WAREHOUSE 0.5 0.8 1.75 2.8 ----- -�f�1 -------------- - -- _ .____k---_......-�"" TOTALS 24,480 72 95 REVISIONS: 11 I #EW0ft;MNlW REQUIRED PROVIDED lit --- - ---- -- - - _._._ STANDARD 43 44 A X COMP/,CT 29 29 (40X MAX. OF REQUIRED) HANDICAP 4 4 _ / TOTAL 75 77 STORM DRAINAGE REQUIREMENTS TOTAL NEW IMPERVIOUS AREA 62,927 S.F. `- v S1�£T TITLE: WATER QUALITY TREATMENT VOLUME REQUIRED 0 C.F. STORM DETENTION VOLUME REQUIRED 2,467 C.F. SITE PLAN TOTAL REQUIRED 2,467 C.F. TOTAL VOLUME (DRY POND) PROVIDED 4,990 C.F. �10 ' - DATE: _ CONCRETE WAD( DRAWN BY: CA CHECKED BY: WETLANDS £MHANCEW80 IMSA SHEET • tone sw c..cw C 0 sur:sesao�a,trroeee•ent 3 d t/ PERMIT REVIEW 8-21-00 ;; -No:- --OF - - - ;�"�,:...,�t •. _ 990199 w, ... 2Z; G p t0 e; ir. NIIiMV1 I "A Il�illlllllll IIIllllllllllll l�Ill��all#�!� Il�lll��ld� �Mfi��YJI��!�IAI W�P'P�I�I"�� M�Mp l� �PPFPNiIk� �16PPII�IIIIIIP Illllltlll 'V " +.w+ ..._ •+w,+.mow...w...tirr..,w. vi +,. r.-. .nza...r,ku..�w•w..avr..ar.�..a rt+.r-v�.Cs-...a+.nti w ....w•i.wr+�rra ..�. .,.. - - Da ,uM WM n!F +..ro+bl/bwe • e _,...... ....... . .......-.-..__-.. .,..-.-...,-.�.-.._ _ .. -...- ..- - r..,. -.. •.. ........_ -.-:_....,,.-....-,-...r, .....,.-......,+, __ -_ .__ -_ __-- - - - __ - .. ..-.+..mew..-...--. .... _ .........• ... .., .- .. `�s� -. r - � a•oi�'�O,..w,.._�r•..,nq�•,Y.. .py.-rns�r•`.'wr+iMS.u�Y. .a.-. ... _ , r f .;�r,r>.�p }�r"�=�•R��`,`Y:.;MS 9$y,�•'� Yr.� rr � , I � •2 I , R t 4 >' GRAPHIC SCALE 0 �0 10 t0 00 U ADING NOTES I �"♦ �' f0 x 1. BOUGH QBADIhJG* BRING ALL GRADES TO APPROXIMATE LEVELS INDICATED Cs �Q WHERE GRADESARE NOT OTHERWISE INDICATED, FINISH GRADES ARE TO IN FEET 1 BE THE SAME AS ADJACENT SIDEWALKS, CURB$, OR THE OBVIOUS GRADE I inch 20 (t. OF ADJACENT STRUCTURE. GRADE TO UNIFORM LEVELS OR SLOPES CL BETWEEN POINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID 0 ABRUPT CHANGES IN LEVELS. ROUGH GRADE TO ALLOW FOR DEPTH OF S + _75 VG It' ,N t,1 I CONCRETE SLABS, WALKS, AND THEIR BASE COURSES. GRACE FOR PAVED p v I y T; a c�ttY I DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, " H I�4iEXISTING AND PROVIDE FORSURFACEDRAINAGE AS SHOWN, ALLOWING FOR THICKNESS !s8 y P Wf EUVATION �� OF SURFACING iAA,, IAL. v -- GRADING: AT COMPLETION OF JOB AND AFTER BACKFILLING BY OL 3 r 0' 40= r / LI►R CRAFTS OTHER HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH -1 b a ' ` - - - - HAVE SETTLED OR ERODED TO BRING TO FINt1L. GRADES. U �' V ~ i s GRADING TOLERANCES: ROUGH GRADE AT PAVED OR LANDSCAPED AREAS: ±0.1 FT. �_-- FINISH GRADE PRIOR TO PLACING FINAL SURFACING: ±0.03 FT. l I J 2 OTHER iMPROVEMENTS TO E AND LEVELSASHOWNVATE FOR REQ OR SLABS. PAVING. D ED. ALLOWOR FORM CLEARANCE AND FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL. 1 { + EXCAVATORS MUST COMPLY WITH Q.R.S. 757.541 THROUGH 757.571; 1641 , EXCAVATORS aHAL NOTIFY ALL UTILITY OMPANIES FOR LINE LOCATIONS 1 72 HOURS MINIMUM) PRIOR TO START OF WORK. DAMAGE TO Vto I UTILITIES ALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. I F -1 1tT .Sd 3. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES I MUST BE INSTALLED AND MAINTAINED MEETING THE UNIFIED SEWERAGE AGCNCY K - REQUIREMENTS. THE GOVERNING JURISDILTION MAY, A f ANY TIME ORDER �� • ', �' CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE cil EROSION CONTROL, r 4 113"' 4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ` �� I f .• �.�- - `� ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING ! 1 _ SYSTEM ARE NOT ADVERSELY IMPACTED. THE GOVERNING JURISDICTION MAY, _ AT ANY TIME. ORDER CORRECTIvE ACTION AND STOPPAGE OF WORK TO wt ; A% ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. I; DEVELOPER 5. SITE TOPSOIL SHALL BE STOCKP:LED DURING CONSTRUCTION AND USED t 1 FOR LANDSCAPING. 6. THE SURVEY INFORMATION SHOWN AS A BACKGROU'►p SCREEN ON T DESTINATION HIS SHEET HARLEY_ P RIVA IS BASED ON A SURVEY BY HICKMAN AND ASSOCIATES, AND IS SHOWN FOR LINE REFERENCE ONLY. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS WITH HIS OWN RESOURCES PRIOR TO START OF ANY CONSTRUCTION DAVIDSON ��. 7. CONTRACTOR TO COORDINATE GRADES AT ENTRANCE WITH AOCHITECTUKAL X162 _ PLANS PRIOR TO CONSTRUCTION. ------ _. 1A�1`-162.60 � . +. IW-td1.4 - BUILDING AREA- S. 2X MAXIMUM SLOPE AT ALL HANDICAP PARKING SPACES. Project I u - 24,4W SF 9. 5% MAX SLOPE EXCLUDING RAMPS_) AT PEDESTRIA:: EY H�1flLG — FF ELEV.: 1b3.a�4 1 SIDEWALK CONNECTIONS R ` J BETWEEN PUBLIC R.O.W. AND BUILDING ENTRANCES. DAVIDSON _ R 0 _ MARL) LI , LEGEND J A ,, — 165 — CONTOUR LINE FINISHED GRADE ELEVATION `+ ,`► 7t► CATCH 3ASIN 0i�att.os I It +\ ' IM�t6t.90 , 112 ' �. . ��'� ` \ ��'`. � ♦ }LYS �jmk RIM . :+;J.(fi le -'2 TO IE IN (N� J • I p� J Y rA ,E. Ou { /4�rdC".�.... INFUSION: �� IFfM�160.36 tYPiRLS: 12 31 Ot .: r _ _ ,., •`• \ \ .ter. -' 16Z—'�` Vin•.. 1.G:' ,;,V `� ,r,9,:,•ar, .� • r�'1 GAO'JP MACKENZIE ?O(N) �=� Al'L RIGHTS RESERA.D THESE DRAWINGS ARE THE PROPF.RfY OF IL GROUP ,AAf,IfENZIE AND ARE NOT TO BE y *. , • e n -+ ]'- USED OR REPROOUCED IN ANY MANNER, �F. MATH •e..: .. �►� �,..) _. _- -----_-..r.:.� - - __—_tea - _mom. RIOF WITTEN PERMISSION REVISIONS: i�".1 •' -1� y 't MRYr✓r e:�•�rs L7��rr/ra rr.+_.__ _�_._-.. ..•r<Lr(r-�Yr+.....----r_r�r�•rr. REVISION EDITION • N • .. `..., , a - CLOSING DATE - - - -- - - - -- ' --- - - - - - - - -- A X C A A5 C1.4.DE A VF - SHEET TITLE: SITE GRADING PLAN DATE: 11/16/99 DRAWN BY: R6•tw CHECKED BY: PIP SHEET i L r I C3 * 0 1W "OW C&NO"MMd 01UPZ000•a01 S7,>tITl000•f 10017 4 of 37 OF I ' I " NO. 990199 PERMIT REVIEW 8�21�00 40 • IO 19 - I4 4 16 • � (1111111111 I I .� II IIIIIII,Iillll IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII lIIIIII�IIIIII!"IIIIIII�IIIIIIi I!I!IIIIIIIIIII IIIIIIIII! t:.. I I 4. r., M I GENERAL NOTES � EXISTING 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS Of CITY OF 3iG". FIRE HYDRANT THE UNIFIED SEWERAGE AGENCY, AND THE aMIE IT EOITION OIF THE UW0010 i GRAPHIC SCALE PLUMBING AND UNIFORM BUILDING CODE. 70 0 ° 7° ^_ '0 "" 2. FIRE WATERLINE LIINES(PRI AMATERIAL. TDUCTILETHI�IRON. TYTON JOINT.FIVE FEET OF WOMM111G TO Ad MA 4 C-151, CLASS 52 PVC CONFORMING TO AMNIA C-1100, CLASS 2M g TEST: TEST AND STERILIZE AS REQUIRED P'r THE LAKE GROW WARS i DISTRICT AND UNIFORM PLUMBING CODE- IN FELT I inch 20 ft 3. SANITARY SERER MATERIALS: i INTERIOR AND WITHIN 5' OF BUILDING: CAST IRON PIPE OTHER ER,AREAS: PLC CONFORMING TO ASTM 0-3034. IIF YOIE THIRN 31 01' OR USE C-900. r DRAIN CANOPY ROOF 4. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. (HEY 00 00t1 DRAIN THRU CURB =1g �3 SHOW EVERY OFFSET, BEND OR ELBOW RE011 ED FOR WSTALLAT101N MM THE ~ ' 1E:160-50 SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION CIOMP k"T h, ---- - -____- - r_-- _--_-- -.---- PIECE. SECTION. JOINT OR FITTING REQUIRED TO CO MPLEf'E THE Flf0wfC+- ,a o j-J f _ - --- -- - - ALL LOCATIONS FOR WORK SHALL 8E CHECKED AIS CpOfnMr1AT� tw11M a _ EXISTING CONDITIONS IN THE FIELD (BEFORE UE-GINMMIG COMST'AKICT'M. • 0,� EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LANTS OF EXCAVATIK1• - --- - ' . tF X SHALL BE VERIFIED AS TO CONDI''ION, SIZE AND LOCATOd BY U1ICOWDOOr�, D� - �,�FOC PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTNOWTIES MOTH �-� JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTR. CTOII TO NOT" ENGINEER IF THERE ARE ANY DISCREPANCIES. a � I 5. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PUIM�MG CODE 4 ' CHAPTER 7, SECTIONS 707 AND 719 ' r 164 ;@ , '1�A vhi • M=162.30 I ttll NOTE: NOT ALL REQUIRED CLEAN0UT5 ARE SI10WN C�1 Pi�WS. / E8�) 1 8. TERMINATE BUILDING FIRE SERVICE AT 5' FROM BUILDING N ( � H� ( . =160- II 1' j 7. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONC11TWUS POW TO • �L_ , l .03 COMMENCING WORK. NOTIFY ENGINEER OF DISCREPONC'lE'S• I 1 8. EFFECTIVE EROSION CONTROL IS REOU!RED. EROSION COMTbV 1 DEVILS 1 � a+ MI+ST BE INSTALLED AND MAINTAINED MEETING USA AND THE Of& (/ 163 - 8� • 0-�X REQUIREMENTS. USA MAY, AT ANY TIME, ORDER C�.CT1rE ACTON AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE ERCISMOM C)pNrox. - lI 9. EFFECTIVE DRAINAGE CONTROL IS REOUIRF.D. DRAINAGE S111AU. IE 160.47 CONTROLLED WITHIN THE WORK SITE AND SHALL fE SO IIOUTW THAT 1 X10' ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY. AND THE RE[El'IIMMI' f�YIELOPER 6'O 2X SYSTEM ARE NOT ADVERSELY IMPACTED. USA MAY. AT ANY Tom, 1 t 1 ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO AIXXN0lt'9M EFFECTITrE DRAINAGE CONTROL. CESTINATION 1 1 10. UTILITIES SHOWN TERMINATE 5' FROM BUILDING, SEE PLUMBI G� 10' �0 0.5X DRAWINGS FOR CONTINUATION WITHIN BUILDING, COIFIRM SIAM Ofd & HARM r LOCATION OF STORM, SANITARY SEWER AND WATER SE1hAIC,E COAMECTTi01M ` AT BUILDING PRIOR TO CONSTRUCTION. DAVKXM I 11. ALL STORM PIPING DESIGNED WITH AN 'N' VALUE OF 0.010. # 1 r62 - 12. SURVEY PROVIDED BY HICKMAN AND ASSOCIATES, OCTOBER IZ 1"t ry`� r. •r i \ b��LO!�:0 AREA= 6'O :� M a`iCT66 24,480 SF IE 160.60 A' v FF ELEV.: 163.50 IE - 159.4910- ; Da -163-. WARD _ LEGEND _ \" �� C•6• ' NIS \ 10' • 0.8% 163-_ PROPOSED SANITARY SEA" + IE-159.90 I . ird o a `'4 \_ - IE = 159.1 1n PROPOSED STORM LINE �` os d 6`0 2X �' , Yb ,` ••' _ \ 1 ROPOSI"D FIRE WATER t 1 . ',•, e \ _ --- _-- PRI. OSED DOMESTIC WATER �o " ' t C,H.____ • �76, 0 d' 0 PROPOSED CATCH BAS�►i(�MVATE LVIKH TWO I 12' O 0.5x ry #: IE=1.59.55 A• I 10' FH PROPOSED FIRE HYURA1aT 2' WATER METER- IE1�39.31(8 )�, AND BACKFLOW I FDC • ;u� ��'�W � , , t � PREVENTER PROPOSED FIRE DEPT. COAl1ECTliOl1 EXISTING WATERLINE BRIM-161.90 IE=159.90 EXISTING STORM L]Nr t l ♦ ` • \ ••. '' .._ .. _ EXISTING GAS LMiE \, CONNECT TO - ._._ 1 -- IE 158.89 12" PROPOSED CL50 RpRAF' EXISTIN STUB X62 :r w. CONTRA OR TO VERIFY SIZE. `�"•• 16,? d • - (MINIMUM 011ENSIOMS� YWSI*) a' " ' ELEVAI'► AND DEPTH PMORY . ��.. - 13'y�' TO CONST ION. N 4. H f y, rli iILafy;',• Shlf1 KIM ■ 1F.�.Ln1 � •T • 7'., 1Q IE IN (N ,,. ,�,,,..,, ,. � ,\ 6BACKFLOW - -1-73-' - jai \• PREVENTER - \-ia=160.50 • w ` \.�• \ 'b2 FH 'MNjP WACKENPE 2000 LI 1 , "' ,# \ - - iM1E9[ ORAAW1NGSrM>E THE PROPERTr CjF , / 12' STM- - - oww WAr,gNeIE ANO ►RE NCT TO 11f CONNECT TO --- _ _ d ANNER `• uSED oR RFakao N , �,• EXISTING SEWER STUB , ` CONTRACTOR TO VERIFY SIZE. MMO�JT PRIOR rM11TTEN PERMSSION ELEVATION AND DEPTH PRIOR d ..' Y ->70NSTRUCTION. u,r T --------------------------- ------------- TO MANHOLE lit CL06�MI' QAIE - -- - - CONNECT TO EXISTING VAULT. >t IE IN = 157.95 r , CONTRACTOR t0 VERIFY Sl ELEVATION AN) DEPTH PRIOR S I/T CA x yCC11JE t1 VTL�, TO CONSTRUCTION. r rC SI M UTILITY .rt. PLAIN i fa47L. 11/16/99 DRA1.1 far: puw CHECKED BY: '�► SHEET C 4 ,o 0 i +wiaswwa�,w�„� os• aos Mo. 990199 PEAmff 45-31-W IT w ..... ..«:r.,..x.,., .y... j M „ �4'1rY.'.I,j1 10 lt/k�y 4n. .',vlt Y:M'YI..,$•Ub!enTl[sI.Yf MM•a .. -. . .YJ i� eft ., ;� y;i�,yt•.. ',,C_'r x!t'tw�',- `�' ... ., 10 12 14 16 Iii it IINII�IIIINII II II I I '� k`• - • 1111111 III IIIIIlf,��lll II 111111f�lllllil I�IIIIIIII{li�,lllllll II 1 IIIIIIII 11111iflllllll Illllllllllflll IIIIIIIIiIllHi III1I II I II� VIII ill Il;111111111111111111111111111111111111111111111 IIIIIIIIII _ *�,, .. _� ► --..,,•.:y.. Y x nTdlsi�tndll�mdi�i�uobllnd o unlludl�ai NIIn�IrdAid�x�1R I w. ..,, •. _w,....e:.-ra......+.�..•.Y�...w.w....�.e.•..•.n....."+...c._.....,.r_ -._. _ :_...:.,.�.,...,.........ra......-+rs--.e.rr•..,.rror.....m...rn. s ,,.� ,w•9YM.w-.,„,. ,..r,.+, •.-.., ..y. �� •'..h . I .ir. r; y , EROSION CONTROL NOTES a� 1. CONTRACTOR SHALL INSTALL ANO MAINTAIN EROSION SEDIWN TATION CONTIM 0" DURING CONSTRUCTION (ANY TIME OF THE YEAR) PER THE -EROSION PREVENTI IN AND SEDIMENT CONTROL PLANS TECHNICAL GUIDANCE HANDBOOK DATED FEBFAAARY yi o ji 1094 AND UNIFIED SEWERAGE AGENC(S DESIGN AND CONSTRUCTION STANDARDS,, � RICO 96-44, CK.WTER S. m CATCH 19Asw 2. APPROVAL OF THIS EROSION//SEDIMENT CONTR(Y.. (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE" DESIGN (EG. SIZE AND LOCATION WWTRQL 4640"If OFR ADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES. UTWTIES 8 SiAWCVT LSIE J. THE IMPLEMENTATION OF THEFc ESC PLANS AND CONSTRUCTION, MAINTENANCE, 1J 201- Aillapo t M REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY U) GRAPHIC SC,AIrE OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS C TEO AND APPROVED BYLLLNNff>f m THE UNIFIED SEWERAGE AGI NCY �!3 Exw" (USA) AND VEGETATION ANDSCAPING IS .o so ESTABLISHED. THE DEVELOPI'R SI4ALL BE RESPONSIBLE FOR MAINTENANCE AFTER ke sEpaNT •iw*" ---- THE PROJECT IS APPROVED UNTIL THE LOTS ARE SOLD. Q { + 6100AAlt 113M AlliftLL ( 4. THE BOUNDARIES OYa RIC CLEARING LIRUC PLAN L BE IN FEeT EAfAEU NTE HELD TO CONS IONSOURING THEI "t t inch 20 ft. CONSTPUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING SHALL Llf_ PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/ O I CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN i w CONJUNC'i ION WITH ALL CLEAR.NG AND GRADING ACTIVITIES. AND IN SUCH AI MI.NNER A S TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOI w a ENTER THF' DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER dw U to H `' ---- - _ STANDARDS. O 6. THE ESC FA,CILITIES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR —_�`� ANTICIPATE!) SITE CONDITIONS. DURING CONSTRUCTION PERIOD, THESE ESC ,- - T63 FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT LEAVE 'r THE SITE. fp - IAROV10f INLET PROTECTION 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT - o ![C DETAIL 3/C5.0 CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR TIN" ---164- r- (TYPICAL) FUNCTIONING. °•�, , I S. THE ESC "ACIi-ITIES ON INACTIVE SITES SHALL BE INSPECTED ANO I MAINTAINED A Ml!:,MUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. t t v ; S. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO r W i _ ' L ; • ACCUMULATE WITHIN A TRAPPED CATCH BASIN, ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING s OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM k ` 1 163- - ` SYSTEM. 10. STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED t f' AREAS ARE KEPT CLEAN FOR "HE DURATION OF THE PROJECT. + 11, STORM DRAIN INLETS, BASINS AND AREA DRAINS SHALL BE PROTECTED DE'V11OPER UNTIL PAVEMENT SURFACES ARE COMPLETED AND/OR VEGETATION IS � RE-ESTABLISHED. 12. PAVEMENT SURFACES ,AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. ,., DA ` • 13. SEEDING SHALL BE PERIHAFAXEY NO LATER THAN SEPTEMBER 1 FOR EACH 1 PHASE OF CONSTRUCTION. ' l ° 162 a 14. IF THERE IS EXPOSED SOIL OR SOIL NOT FULLY STABILIZED FROM ' 1,y NOVEMBER 1 THROUGH APRIL 30, THE WET WEATHER EROSION CONTROL M BUILDING AREA= MEASURES WILL BE IN EFFECT. SEE SECTIONS 3.3.7 AND 3.3.8. ti•a 24,480 SF NROwoE SEDIMENT FENCE TECHNICAL GUIDANCE HANDBOOK, FOR REQUIREMENTS. / — FF ELEV.: 163.`50 • SEE DETAIL 2/C5.0 15. THE ESC FACILITIES SHALL BE REMOVED BY THE DEVELOPER WHEN (TYPICAL) ; VEGETATION IS FULLY ESTABLISHED. DAVVWN 16. NOTIFY USA INSPECTION DEPARTMENT AT 844-8444 TYIENTY FOUR HOURS PRIOR TO ANY WORK ON SITE. J 7EMEORARY SEDIMENT FENCLa TO REDUCE THE TRANSPORT OF SEDIMENT FROM A CONSTRUCTIOM SITE BY - %' PROVIDINC A TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING RUNOFF VELOCITIES. \ t CONDITIQy,S ffllERE_PRACIlCE__APPI.:ES.. DOWN SLOPE OF DISTURBED AREAS WHERE RUNOFF MAY OCCUR AS \ �4` I SHEET RUNOFF. AT THE TOE OF SOIL STOCK PILES. • r �, ` • AT INTERVALS AS INDICATED ON SHEET I;5.0 ALONG THE CONTOURS OF LARGE DISfURt3ED AREAS. AT GRADE BREAKS EXCEEDING 20x. FOLLOWING DISCHARGE FROM A SEDIMENT TRAP OR POND. SEDIMENT FENCES SHALL NOT 9E INSTALLED ACROSS STREAMS. % .• ��, .T \` \� `. ' . ' ,.,�,� �^�'' ' it DESIGN CRITERIA/SPECIFICATIONS: _ ! • 1 �Y 1 \• ` -162 SEE DETAIL 3/C5.0 4j •f 'a \ , - �� SELECTION OF FILTER FABRIC TENSILE AND BURSTING STRENGTH CHARACTERISTICS DEPENDS ON THE SUPPORT FENCE. FABRIC ATTACHED TO CHflN-LINK FENCE NEED NOT POSSESS THE SAME "� \� / �\��` ` `� • STRENGTH AS ONE ATTACHED TO A FENCE OC 6 BY 6 INCH REINFORCING WIRE. SELECTION IS THUS BASED ON STANDARD x,,`• I r r� �� ` ,% NENGINEERING PRINCIPLES. SYNTHETIC FILTER FABRIC SHALL CONTAIN �ti — �� • \ y.,,`� � ULTRAVIOLET RAY INHIBIT ORS AND STABILIZERS TO PROVIDE A MINIMUM OF SIX MONTHS CF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF OF TO 120F. .d 1988 \ \ ALL MATERIALS TO BE IN GOOD PHYSICAL COWf'ITtON TO PROVIDE �kt �t, �,f i? `�'• C ----161 `�'' `' PROVIDE CONSTRY ION 4 �� -• Z \ ~---, a, ENTRANCE PROPER SEDIMENT RETENTION. « � �• 1� a SEE DETAIL i/CS.O ' � ,; c \ • /60 tB I AT NO TIME SHALL MORE THAN A ONE-FOOT DEPTH OF SEDIMENT ; h --------- _ i BE ALLOWED TO ACCUMULATE BEHIND A SEDIMENT FENCE. SEDIMENT J, .N• ,\� ?¢� I SHOULD BE REMOVED OR REGRADED INTO SLOPES, AND THE SEDIMENT lop, �J PROVIDE DiMENT FENCE - •\� E SEE DETAIL IMENT ' FENCES REPAIRED AND REESTABLISHED AS NEEDED. �W MI (TYPICAL) \\ BARRIERS SHALL REMAIN IN PLACE AND BE MAINTAINED BY XPIRES 12 73,75D vr CONTRACTOR UNTIL GROUND COVER HAS BEEN SUFFICIENTLY ESTABLISHED TO PREVENT EROSION AND UNTIL OWNER ACCEPTS WORK. -' MR MMYENDE 2000 STQRM DRAIN INLET PROTECTION Au POITS RESERN0 nttsE OnA,erws ARE T►,E pRORER ry OF PURPOSE: CROOK MALYEPlZX AND ARE %07 TO 8E 4 go e USED Op REaPGOIKEO M ANY MANNER, ' . : d TO PREVENT SEDIMENT FROM ENTERING STORM DPAIN SYSTEMS PRIOR Wrm%T aW,,o *""TEN PfRAASSMII - �- - TO PERMANENT STABILIZATION OF DISTURBED AREAS. c------- -- - _--, "�. """"-w.....:..... ......._.w �•��1 � '/ _i.�:.r�f «-�"` CONDITIONS WHERE PRACTICE APPLIES: V. REMSIONS. WHERE STORM DRAIN INLETS ARE OPERATIONAL BEFORE PERMANENT A STABILIZATION OF THE DISTURBED DRAINAGE AREA. I i� A` WTION �- - CLOSMG DATE ADJACENT TO AND IMMEDIATELY OOWMHILL OF UTILITY TYPE CONSTRUCTION IN EXISTING PAVED AREAS WITH CATCH BASIN DRAINAGE. A x DESIGN CRITERIA,JSPECIEI TCA IONS: � /� Dl-jA VE. T SEE DETAIL 2/C5.0 FOR STORM DRAIN INLET PROTECTION. / BERMS MAY BE REQUIRED TC DIRECT DRAINAGE TO FLOW THROUGH THE FILTERS AND PRE','ENT BYPASSING OF THE INLETS. AT NO TIME SHALL MORE THAN A ONE FOOT DEPTH OF SEDIMENT BE ALLOWED TO ACCUMULATE AGAINST S1ORM DRAIN INLET PROTECTION MEASURES. SEDIMENT MUST BE RF.MOVEU AND INLET PROTECTION �.,_.._... MEASURES RESTORED AS NEEDED TO MAINTAIN THEIR SEDIMENT �----_ TRAPPING AND FILTERING CAPABILITY. S►*ET TITLE: GLRAVrLL CON5TRUCTiON ENTRANCES C TE PURPOSE- TO REDUCE THE AMOUNT OF MUD, DIRT, ROCKS, ETC., TRA jSPORTED ONTO EROSION ROADS BY MOTOR VEHICLES OR STORM WATER RUN(1fr N' CUNSTRUCTING A CONTROL STABILIZED PAD OF GRAVEL AT ENTRANCES/EXITS TC CONSTRUCTION �,.`FS. NDITION5 MERE PRACTICE APPLIES: PLAN AT ANY CONSTRUCTION SITE WHERE TRAFFIC WILL BE LEAVING THE SITE AND MOVING DIRECTLY ONTO PUB,_IC ROADS, OTHER PA JED AREAS, OR 292 WOOD VW Afr 41' yf OTIIErR APPROVED ACCESS POINTS8 / AAID m RET�1 M ' Y, - .___ ._ QESIQN CRITERIA/SPECIFICATIONS EQUAL. . ' f ALTERN!►TIK: SEE DETAIL I/C5.0. r / - CONCRETE BLOCKS STE1 L. � PMTSR , 41LA _ QO\� WIRE SCREEN i POSTS AT $ 1D^ WWMI(IMI. MATERIAL SNOL.!D BE 2" TO A" QUARRY SPALLS. N THE GRAVEL PAD SHALL BE AT LEAST 8 INCHES THIC%X AND 50 FEET Co DA?F'^ 11�16�tJ� �Q�O�,Q ` �- OF GRAVEL FILTER Tom, MTT>E H.INGRE SLENGTAND EGRESSW`IDTHHAREA.ALL E (A 20-FOOTTHE FULLn DTH MINI UMTHE D P� VEHICLE LENGTH H w DRAMBY: FZI64 MAY BE ACCEPTABLE A5 APPROVED FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL CONSTRUCTION SITES.) CHECKED E1Y_ �___ 771 ADDITIONAL GRAVEL MAY HAVE TO BE ADDED PERIODICALLY TO W SHEET 1117- MAINTAIN PROPFP, FUNCTION OF THE PAD. 1F THE GRAVEL PAD DOES NOT ADEQUATELY REMOVE DIRT AND MUD FROM VEHICLE WHEELS SUCH THAT MUD AND DIRT TRACKING IS . OVER1 UJW WIRE SCREEN Y�. - - _ 'w EVIDENT OFF SITE, ADD'TIONAL MEASURES MU:J BE TAKEN. SUCH 2' TO 4" QUARRY SPALLS MEASURES MAY INCLUDc HOSING OFF WHEELS BEFORE VEHICLES LEAVE 0 RUNOFF WATER 12"-24' �i THE SITE OR OTHER C JNSTRUC"OS: TECHNIQUES/WORK OPERATIONS Fm O SUSGRAOE REINFORCEMENT SIC PROVIDE FULL WIDTH W/ _'EDIMENT `� BURY 341x, m 'I;1F i11.'� MODIF!CATItJ;IS. WHEEL WASHING SHOULD B" DCNE ON THE GRAVEL GEOTEXTILE REQUIRED. � OF INGRESS 'EGRESS AREA IMw PAG, AND WASH .'ATTR %,9UL) DRAIN THROUGH A SILT—TRAPPING GRAVEL FILTER - DROP INLET STRUC URE PRIOV TO LEAVING THF. WNSTRUCTION SITE. OF ix _ 8' MIN. DEPTH FILTERED WATER W/ GRATE �_� PROVIDE EROSION CONTROL CONTRAC?"` IS RESPONSIBLE FOR ALL MEASURES REQUIRED TO KEEP ttn>~sry SEDIMENT C TION ENTRY Z INLET pEa �! eafteambd � FILTER FENCE ALONG PUBLIC STREEIS CLEAN AT NO ADDITIONAL COST TO OWNER. .+�awr,M.,N,, W 990199 1{""� peaft"""O""'• O1a"° N.T.S. — I-ENTRY N.T.S. - - c-!Mut PROPERTY LINES AS USE SUBGRADE REINFORCEMENT GEOTEXTILE UNDER GRAVEL PADS N.1s.S. [-nNet nw$at 6 ONM« 10mv. � I.I (;,� NECESSARY DUE TO FOR ALL BUT CONSTRUCTION OFA 'SINGLE "Y RE C � 4"IM a GRADING ACTIVITIES W _ ... .. _....,,..w,« �+nrtrtillt�rwllw+�- .. ON EXISTING LOTS OF RECORD. ' �� -+vMWM..Mh•►rn!4•-ri+l4.A..;.,wney�y:1�.Myp•••..••,• -.. . . - _•—_ ""_ 4 _•.-...,•y�..,r..._. ._.... 7 Y •ra:.,A. 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AGC. ` $ APPROVED SEWER UNE � > `p 45' WYE 3�------ • NOMINAL tD U 0 1- 0 or MAI COW �___ - � 9• --CAST IN PLACE CURB A SIDEWALK. � �+ �� •►�+ 6� r1 SLOPE 1:12 SLOPE 1:12 --CURB FACE DIMENSIONS F1101115H TO K THE NOTES: NOTE: _ _ ---- --- --- - - 1. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED * CONCRETE TO HAVE STRENGTH OF 3.000 PSI IN 28 DAYS, 2" TO 4' SLUMP. AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. ACtUNIM OMNAWM VANT, CONTRACTS TO HEIR" TMT • SEE SIVE WALK LAYOUT (SITE PLANS FOR JOINT PATTERN. THE LONG AXIS OF THE DIAMOND PATTERN SHALL BE PERPENDICULAR TO THE 8W MIX TO K W:TANI M '�L PUT WTO r.,AE VACS PNOMM. � • CONTRACTOR IIAS OPTION TO POUR IDI-.WALK AND CURB SEPERATE. CURB. GROOVES SHALL. BE %' DEEP AND )4" WIDE. ^ SCE RAICICri'�N.CUEAN= 3 AAONOLPPHIC CURB AND SIDEWALK 4 CURB BREAK s HANDICAP' CURB RAMPrag ( A M.T.>< •Rf(RAd N.T.S. CLEAP"T �.O N.T.S. ~� CR•-*ALK A N•T,S• " cp•enY O ;,L T.S. -_-- - CUR•RAW !NATIVE BACKFILL �. t_EF SP►CIffCATIONS FOR COMPACTION REQUIREMENTS) XPROPOSED PAVEMENT AREA - -- •- _ � SEE TYPICAL PAVING SECTION 063" ALUMINUM SIGN PLATE _ LANDSCAPE AREA / PAVED AREA BLUE BACKGROUND 1" HIGH 'o DEVELOPER STD. MH FRAME AND COVER PMF WI:■I I•'CYV FLAT TOP SLA81 �-RIM = 162. 0 ��- 18" BEHIND CURB WHITE LETTERS AND BORDER. 015y` WJf1p?d[0 - �i yryM� BAKED NAME_ "01i'0"'�" w DESTINA 1 I�.�IV Il---^__-_ _ oRs ues�o.UPS 4m 'I I OR SIDEWALK UP ,o.w HARLE - —I FINISH GRADE I O -- I 1'- -- - ` DAVIDSON • - __- 1ELFV• 60.13 — I VAN ACCESSIBLE SIGN -� _ �i 18" T I' CONCRETE CURE (WHERE SHOWN ON PLANS) z Project (2) )fit• DIA. BOLTS- ' MIN , 3" 1— WELD ALL JOINTS ` - 1"-0" GRANULAR BACKFILL z -� rAVMI' SEN;TIIatr WELD ALL JOINTS I ;- PAVEMENT HARL E 1 - _. (SEE SPECIFICATIONS FOR + COMPACTION REQUIREMENTS) DAVIDSON �• - !. IE IN 1;58.25 (12") c � DRAIN ROC., I GALJANIZED ST.:EL POST - - ----- . I I { ! POCKET 4 C.U.\ -'VALVE BOX FT. MIN. ASSEMBLY T1I�A II COIMCAETE SAALL. BE 3000 �� v I ' DRAIN 1 IW`1RD PSI AT 28 DA'D'S, 6 SACK r " / THRUST BLOCK MINK• Si UIP 1 1/`2" TO 3" FLEXIBLE COUPLING / 6" 4 3" r l'OIJPUNG I �. 1SFE SPECIFICATIONS FOR 1 z =J IE OUT = 158.25 (12")- it - --- --- W COMPAi,TION REQUIREMENTS) BASE COURSE ------ w STD. CONC. - - - - - - - - -- ' -9EE PAV1G SECTION �� a a \ o a PIER BLOCK I CAST IN PLS �, ORIF 1DIA.58 pp= 3.111 COMPACTED GRANULAR a ---__ SEE UTILITY PLAN FOR PIPE r it I- CONCETE CUR8 (BOTTOM' 0 ORIFICE) MATERIAL SIZE AND TYPE (MAIN PIPE) 6" HOLDING SPOOL M.J. MAIN LINE a VE�wm. Cllr � CONTROL MANHOLE �$ WUTY TRENCH BEDDING AND BACKFILL � FIRE HYDRANT >Q HANDICAP PARKING SIGN ICT-S. vcu•s '�♦ti/ �A N.T.S. ca�rm�w„ \C, 6-0_J .O N.T.S. rRE1+cn �.O N.T.S. Nr00ANt1 CYO N.T.S. Ms,a C110111 NAW SU Of TAIL TATER CUPS mm 0011111111" PER!STATE REAMMII NY ASi�11lE) CgNCIPN:ti E FLUSH 28"x2" CAST IRON - ,- (16) )fit"• HOLES EVENLY �• OR WELDED GRATE SPACED AT BASE COURSE �- --- - ---� 40 HENT£ STRIPES 1" MIN. ABOVE INVERT ELEV. �O HINGED TRAP- �• OUTLET ?IPE.) X" CAULK PIPE INTO HUB Ai11 2'-0' OC TYP. ,�.� ; --PAVING E� F• YP. - x • NOMINAL o,eD drtAn,�}.ie >e�. o e o y4;�'d•th -- -- RAMP TEXTURE 1 e `xb;. .,.,K,�,:rSi�x o z T ngy �, `�� DIMEhISIONS y �' �1r _may -�',�` (SEE ►TOTE 1) -�T'�__ A% 1. /ILL OtSA6Lf.0 STRIPING 7" _- -- - sem"AIINIM PER AND OPOIt1ANTO COMPLY . - - ( f 1�;5,�, c�c"� - n1 ''�" W _, -`f0 GA. STEEL ALL WELDED `T�FWI PONPN"S'OM ORS 447.233 o• 6' ^��aJ x COCONSTRUCTION. ASPHALT_ O ( J CONCR EXPIRES: 12 31 01Z. DMAMED SWIFf TO BE N _._ 3 WIDE PAINT h`�1 V/\ \V FTE TEXTURING o EMULSION COATED INSIDE 400UWYED TO SLOE FOR N' _.- STRIPE TYPICAL RAMP TO BE FLUSH-' 6 6• • V �J �INQTE�. N AND OUT. (24' SQUARE OR VAN /,a W LOCATIONS — � WITH PAVEMENT • NOMINAL > ROUND.) C GROIJP MACKENZIE. 2000 APO MAI/ K CENTERED �` DIMENSIONS / 1. TEXTV'iING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED G ALL 21GHTS RESERVED -40 NTE NPAW STWPE FOR STANDARD DISABIEO o '� FROM WCT CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. THE LONG AXIS " THE -----INVERT THESE DRAWINGS ARE THE PROPERTY OF I 1. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED DIAMOND PATTERN SHALL BE PERPENDICULAR TO THE CURB. GROOVES SNAIL BE } ELEVATIONS ��'s` ''' DEEP AND WIDE. DROOP MACKENZIE AND ARE NOT 10 BE AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. W USED OR REPRODUCED IN ANY MANNER, 'r THE LONG AXIS OF THE DIAMOND PATTERN SHALL BE PERPENDICULAR TO THE -SLOPE AND I.E. VARIES NOTE: WNTHO(Ir PRIOR wRITrEN PERMISi�ON �,., e'-�''�'l1fMl'.AL1 ��1r-r'C11f/�I'� -tp• CURB. GROOVES SHALL BE )6- DEEP AND )4 WIDE. SFE PLANS 1 MIN. 2'-0• COVER ON ALL PIPE IN DRIVE AREAS. 2) LYNCH TYPE CATCH BASIN OR EQUAL REVISIONS- sou PAF�C�Qi STALL„ STFE"Mrii�RMUCAP PAWMG g�(111 BM x� SG?UARE WINGED HANDICAP CURB RAMPriaTACTILE WAR SING SUe r-ACE CATCH BARN "sr"u� N.T.S. Ms Drs RE.�aON EDITION �A N.T.S. Hsccslo N.T.S. rAcnL[ N.T.S. �.O c-sAs1" CLOSING DATE LYNCH :.TYLE lit A X it I STD- PIPE 61OLLMD _8 --r-.—«---.� N�IIIUT TILLED. PASITED SLAM ATEEL A l�Et+FAIK FRAME & GRATE ETES: SHEET TITLE: 4" 1, SPECIFICATIONS FOR CONCRETE? AND MISC. MATERIALS USED IN CONSTRUCTION SHALL DETAIL H E E T CONFORM TO CURRENT AF�WA STANDARD SPECIFICATIONS. -- 2. INSTALL STEPS WHEN OISTANCC FRIM TOP "S OF GRATE TO FLOWLINE OF PIPE IS KLAN B � GREATER THAN 3.5 FEET, IIS Z DI I /-f8" R COW�.RETE i00tINC �"i�c,•1 TO I GRADE SATE: DRAWN BY: P-JW F CHECKED BY: • -- L--� -___ _ SHEET ; 'r c SECTION A-A SECTION 8-B C 6 •� W r; w n 4 CONCRETE DITCH INLET ionosq, . �0 4 A�'111- N.T.S. ,,Wd. I ol�cf,ar slue OUPt000 may"n aom7 C—.__ -- a » JOB NO. g 019 9 % erM PERMIT REVIEW 8-21-00 ----, . ,1r1,, f^•. ",t�': - *''';y.;.b, uuyuy ;.�' ra•.,f, ,•a�2''I: �:;�t�•A,, .ri,lrvs•�: r3..,,.,Yy •'1. ?! Wl4GW.^'";'A:7NMIRfA;.• n /, • . •� • ry :..• �',y,M-1•—•-"'� ItlVMMV Rw•n.YFlg�oy"/}I�w,f..-• .. p1�111�� Y� '� .11�+:• .1�,...•• v':e^Y "Ni' �',•' NW��. •.�_.__-.-..-... ... • , ..y l'v'4 .'1- "4_'YI r • w.. _ ..-...{r'. 4 -. 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IRAVmood Ash - lociI-branched, headed at i', spear ar eh1011/1 unww•rww�lor� . ■Iw�.wlr irullll• 1 aMMe •J.qw 91209 r Ll4SxJIDAM6A"2 STYRACIFLUA 501 T"osq 3' Cel• lAmwiran &eetgun - well-branched, headed a►t,`',31'ale. r L sk-t ! S� / C 92JNDCOVER �Ie� r. 1 _ CORNUS SERICEA I<EL8E•YI' 1 r I gal. lKelOft Dogwood - Full plants, 2' or— a1h I ILEX CRENAE,. 'CONVEXA' 1 10-21' 1545 lConvex Lear Japers• Holly - Full plants, •t' or- .�t.��o A 'ALISA MEIDJLAND' WETLG,NC E��«+aNr_EMENT AREA - ? gal. lAlba Me1d1land Landscape Rosa) - Full ,,,oR+c eY oTNE+es ��\ Pe ptanrts,epem as elssrl 1 8PIREA DOUGLASII l 1 gal. Douglas Spired - Full plants, space es show l , CAFWx DUC4.4ANMII / I gal. ILeatherisaf 8"e full plants. V oc. COTONEASTER DAMMERI \� I \ � ' gal. I Coto.neasttr - Fullplants, 2' o•r (DE .:HAMPSIA GAE8PIT09A >�i >�Itittttt �► ? gal. ITUfted Walrgrass -- Full plants, V o.c. PENN SETUM ALOPECURIOs?E6 LITTLE eu1414Y' gal. lDimarfowt Fountain Csrass - Full plants, Id" or- meow IUATER QJALITY FACILITY tt sump � >�Iltt � \ � I • I sae specif7/:atlons ILAWN some epwclncattono I 4e�¢ NCTE6: r. fes► I, CONTRACTOR SHALL PROVIDE A Y ' FiJLL A1JTrOr4ATIC IRRIGATION SYSTEM A3 PER SPECIFICATION 2. CONTRACTOR SHALL PROVIDE TOPSOIL, GM A'"'MD�MITS, • « MULCH AS PER SPECIFICATIOF* 2. Or 4' M%. A4412A OF f.' � • i'R!11FRAP 44!"IORh,I(s (1'1'A,J 3• ALL PLANTS SMALL DE INSTALLED M AOM4 DETAILS AS SMOI.UN AND SHEET LZ RNID �° IGSTC1110 5W DA$CADE AvENiX s.+� r '.1• 71=77 L64 r 4� s !1' r yn,i"J 111 0 10 20 40 NORTH 4 �- i} !ly ��Sr y,�'� S •I 4 W } ! 44t � r i f on PW ow JIM Im tp 'w4 / • .._.•...—._ .. _...» ».w... i ...— s4 16 l � � • 11" �I�lI IIIIIII11Illllf IIIII',� 111111 I1.lIIIIIIIIfII►J dllllilllllll Illlill I �� '"' IIr 1111111 ' „, �III111. III�IIIIIIIIIIIIIIIIIII . 111 111 IIIIIII�IIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII! I, `� rllllllll IIIIIII1111111*111 IIIIII�IIIIIII IIIIIIIIII • INlll�lNl�n it Iu111u1Npilu�ll A r I Al III �IIIIINIIINNNM111N��II�M/NNANIIN+111 INt+lllll�lllll�lIIII�INI ^ !R PRO I'- w.-.....••....+.,.,.........-_......-.w:-a,..•.w.+n-w+.�..w«. ......•...rw...uv:.r w•.a:.....!+.....n....wr..rw.r..•,w,.a+...er..w,..�.....+�r.......r. +..rre..,.w... ,. _ .. . .. ' 1 - i _ ,.,�. _ ,. .. _ _......-. —-..._-.._.._ -� ...•.•n_..-„- -..-..,.. ........ .:.. .an wear.--'w -.w•i....» .............-_ ....-...nr ..•rr• .^.w..v l ,r r- r a i all Is 1' NOTE: 1 2m oeo. NOTE: All12odea. Alrf w9rlcar P.C. STAIN TREES-4KE5 STAIN 'Q•E STAKES WITH TWO C04715 OF �� •� -� ,� saw. NO, 10, OLYMPIC STAIN ' y'"1P� r°`pV "$ 4.A•grlosl*A ' ' 5T4KlP�•.h NO. "01 0;_ C STAlN �T�ICiN�i PLAN I In 1412 T. or C1�4P'Q. _0. zEc," E P%E - (3) 2' C"AM. LOOGEPOLE PINE I � . -- - l U A;. GROUND GONER $T e, ATT.S ,- 'REE STAKES Al TACH TO TREE _ F -LL BE PL.�NTEp .:T "E'" s �.r 1�1N 'CMC+» ' ES' ( -S WITH 'CINCH TIES.' EQUAL TR14GULAR SET CROWN OF ROOTBALL , SPACING PER ON SEVER 5PE�IF'E., - _--—— , , ' r-. �_� Otr�arve '' ^ � Nt+;' TO 5'� NAIL TO STAKE. .. REE � SPEC: ED - `-� dAACR'N�CwN - !' ABOVE FINISH GRADE_ SPACING HS SPEGIFIEp -- ---- 25T C OtU�► OF ROO'BALL--- _ _ _ ON PL,�NT!IvG PLAN - c� to 0!� �Fx-;1:._.. TREE 1 RR[,IRA�E ,/—REMOv'E Bi:RLAP >~RO!y rr - ., `� SR..�E FIN!5¢I GRADE _ TOP 1/3 OF ROOT$ALL k"' (2; LOCA*E GROUND CC /ER -- -- - � , ONE �IALF OF SPECIFIED FIN SH - - , 'OaGT �F Fes'^ F, .I _._ 4----- _ M0� p� T FROM , � i . �� "F'=o �� 8 �h 5 + /3 OF �OTBAL:. DAVOWN I 5P�,C!NG D S ANCE FROt' GRADE ` ' "'� ATRK JL W 2 DE: SCARIFY SIDES AND BOTTOM - ANY CURB. SIpEWAL+G OR I ' ' - - -- £•:J K "' + - 2' vE�'' sRAL` 0TH -8�4GKFILL 501E MIXTURE i OTHER HARD SURFACE, + ' / ---- p ,• � _ ! B i • \ , 0.�.RK ,._G� R✓_� — BARK MULCH CIRCLE' IRCLE COMPACTED BACKFILL ' UNLESS OTHERWISE SPECIFIED. 5•�AL_ Er " E' BE`' .: A E )" _ � _ . � SN LL EXTEND 6 BE :SND I1 1 SOIL MIXTURE - - _ S . 5 % ',.R� A .'.5 TREE ST•aKES IN TURF Ar�aSv� N ''ZXTCALL DIA. 50 " /-.,RE - BZKF;LL SOIL `"!x%RE 14' Tam COME' C�ED BAG�CFiLL i _ 52) _ r �Rr J SOIL Mlx%RE ROO'B ' S-0ow E I^ ROOTBALL D!A. STAKES S+�ALL EXTEND Q .4� " 0c '.:rc-':E =E' ` f I �4� 4 M!NIr^Ur' OF THREE FEET o■N�w *-----L �►�;, 5',.�ED SC *_ PLUS !NTO UNDISTURBED 501L ; � 11��t SCARIFY �E5 Wit.50TTOM RIFY E5 rI w: (�-'oio { /AIL (mon"Am m SHRUB PLANTING GROUNDCOVER/ SHRUB COVER PLANTING CONIFEROUS TREE PLANTING DECIDUOUS TREE PLANTING2 Ss:A';L�: INC►rB Se�t;o� SCG.LE: NTS P a•^ S�GLE: 'QTS S �• o� 4 �. NTS O�suwMssl�ot e SCOL_. S=tiom L%da 9100 X00 PLIL M r.-Itet ftow (503)n2-=2 FAM (W3)222-2U3 ILL �IMor� sM�s (seer-� /Asst (903)000-i C�OTg�B A� Mao �Itv�o* aiosssM INV 1>" PLANTING DETAILS DAI: 12 App 2C ORAM IM. JVP CHWID ". 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WORK STATION, N.I.C- titl! 144--0 5•_�}' 34' tt� �- ~ .-� --- I I 12. HIGHAOW DRINKING FOUNTAIN S' _ �. _ � � _ � - � i i ttt 24 i 13. FLOOR MATEIrIAL CHANGE LIMITS (SEE INTERIOR 1 � ` � -. _ t_ A8.1 , DESIGN L�1tAW1NG'.i) 14. 8' CHAIN-LINK FENCE W/ 3' CATE W/ PROVISION FOR LOCI(, N ( tt7 •i►d" 2._4. I I CONFIRM FINAL LOCATION W/ OWNER PRIOR TO INSTALLATION. I , CORE DRILL FLOOR & GROUT SOLID AS REO'D • VERT. SUPPORTS DEVELOPER n ' II PARTS I r 13. ROOF HATCH • I-ADDER ABOVE Dow c 1'-0 M 19� �". ,! ( 7� - - - f 113. SLOPE 51u • OVERHEAD DOOR DEs'nN/1� I �•• 17. TRENCH DRAIN 18. ELECTRICAL PANELS PHONE BOARD HANG 1 - P 19. 4'-0'x4'-0' FIXED ALUMINUM RELITES, SILL • 3'-0' ' I M. LADDER TO DECK( DAVIDSON 21. COILING DOOR HOOD ABOVE, SEE 3/A8-2 ' ---.r........" I 18'-6' 22. 6' 0 BOLLARDS • ENTRY, SEE 16/C6.0 ---.__ " i 18-6 _ fy I a 23.. H.W. HEATER ON DECK-OVER ADOVE W/ ,%AI WTIS METAL JOISTS • Project 'It I ---,�------_._------------ - 7 � � �'. '- 16' ox � �c' hL~,rWtDOD DECK, �' GYP Bu L�ELow • HARLEY- �� -".� .-� !' * � `�� o Z4. SOFFIT • 8'-9' A.F.F. �/�r1�,� 25. 2' x 30 CANOPY CCWNSPOUT DAVIDSON - _ _ n I w1;• R 26. DOUBLE 8' JOIST AS HEADERS FOR :I.W. HEATER PLATFORM ,.------ - -► - :.-%rte _ - - - - _. __ - - - - _ -- - -- - -------- - __ -. -__ _ -- - - -0 NIGH I. - - -- - -------- - _ - Z7 OISPUY WALLS 8' M - II ------ 28. SALE: DESK, N.I.C. Tmm 291. 6'-0' x 3'-C SLIDING GLASS TRANSITION WINDOW MOTOR�YCL SALES • o LECEND II INo -------'--"-=- - -- --'--' PAR � EXTERIOR CONCRETE WALL a 1 117 / EXTERIOR CONCRETE WALL W/ FURRING r n I I -t I �'' �: ',; -"- •,6 I-HOUR FIRE RATED WALL SEE DETAIL r/A8.1 I FULL HEIGHT WALL TO ROOF ' /FLOOR STRUCTURE rr SEE DETAIL 16/A8.2 „ - I `1 �; ;/ THRU-GRID WALL T4 10'-0' A.F.F. I I ' 2d i SEE DETAIL 2/A8.1 I� ` �•. . -"' UNDER-GRID WALL TO 9'-00 A.F.F. o SEE DETAIL 3/A8.1 too I _ I ,, ky a PARTIAL HEIGHT WALL. TO 8'-0' A.F.F. 4 - I `i ,, 4 ----- rYP. - ... CMU WALL �2'J .1 .. _ 22 TYP. 1 It I II vw10 lot 1 ollOA1 I I S ri - -- M �, / 1' Ili / • • ' OF I 12s S AL1.1 `� o e r-- -- ----_--�-_� T M J o / 0.1 P MACKENZIE 1000 b 1�1ok AIL RIGHTS RESERVED .� M THESE DRAWING`_' APE THF PrOPERTY OF SEM N 6 , CROUP MACKEN%IE AND ARE N01 TO BE 2S Ad.l �Q� s• USED GA REPRUOUC:D IN ANY MANNER, •/ \ 1 IMTHWT PRIOR WRITTEN PERMISSION /� r--- ------------, / I ml f4 19 it � �y` 6 � � REVISIONS: A \ I in r ..- 123 % REVIbAON EDITION IR CLOSING DATE Ai A4.1 1,b A.x 123@ 125 4 TYP. - a • i I - 4 >t7 ® .1 12 II � �� ET TITLE----- �? ��s � FLOOR � � i4 CF i PLAN 124J n ♦ ��► �- _ _.__._ -_---- ,1�- 2'y-0• a - 25'-0' .., "'� _ 8N'-0' - - -- -- ---, DATE: -- IL v �-----.�1 DRAWN BY: CHECKED BY:- '�Oi' PM�1 NOTE: THE MEZZANINE/ SECOND FLOOR i STAIRS ARE SHEET ----_-- - , � FUTURE11PENDING PLANNING APPROVALS _ A2 * 1 10110 I/YY I:a•ead°ONd SUP1000.001c1,s11`2010.10017 10a n OF X08 NO. 990, 99 r- PERMIT NEVI .,:.,.•....... .. ,�,. . �. ..._. .....,.,.... , a t..rw=- ,.DnrewM IIM �+IIII +11�11 it . ,•I +^ .. < +w...• � e w 10 12 1� 16 _ � 1i „9 111111!!! 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' ..,.,M,. l S1 S INEYNOTMl 194r�OwI- RAW - -------- I --- -- -- ------ -------------------------.�. -- ------- - - fid� ftow 1��.7 tt" Z 49M SrATAft *AC I � r • � II OI& I Fv OS 1 D ST ifYA / g_I ,Ob a G 110® ( �J 108 107 6 t ,I 102 ,� __'� 102 px- -- 110C R �r 10.1 F T Nr J/ ■ — 10A K 1� APP 104 �� ( 103 gym w 1100 tot I! ,Ih ry f t F• _: I 100 r - __ -- t04 .—/ ! ----I � I I f1f I ttu I I I I - --- - --' L to1 I 17lot 10 I I �j I `- I �' 1 II PARTS I �� 1 � ti ' 1 its � � ' r zl �� CQII� Alt - 1 ' � �� ♦ 1019 — - 1' I� lot ,,- . !i / ._ .::.::....� , ..�:.w_.....,...�.... MOTORY SALES 1 �1 01. owl FAI 1 1 I 1 1 I 1 1 IIf� I a , 1 I I I J i '� ,. •' i / � , 1,27 is 1, Asa- ---- Al Sol29 tot �� // 1 SS 123 _ �— o/// ALS �1 Aft'%LW 3�2 f Sm CA aEAIR M990EX) (A G"pufto / cw GIIpSg1111 j►`�f�% too 11d,11Qp d1 TAU \/ t EICr.L'L�r rE7f/1t +1�9: . ID tm .IN ' 7BRIf9R .� � 2►� MIS Ol'�u �KJ SfRiK7�iUlfE I P r/,CYT —w- e:. 1 ft11S7�C L AMNMI 1W 4�A(IIDIr-W ^r an SAW" Alm I / SAT 31f11yM KCL 1ljW dw I 11 ' 2M70 STY y6�T AWia _ A6 �`' flfro n l . r f pisA1N�S npE ryE PflbtllR"I OF • ' 1 olr'q�{+p40uCfD IN, 001f MMIN", `��`.��:• --- = l II r 11Mt�k[H?1F Aho ARC rrt1Y TO of DOOR -- -- IrA II j �7Vf7EV1liL..G __ RWM FINISH S'1 7 AL SIZE FRAME DOOR — H+1pIKt REMARKS I MARK WOTH HEIGHT THICK. MAT'L FINISH MAT'L FINISH TYPE POOM FLOOR SAN M. >I1A1LL E. OPAL E 4WA Ar. �L N0. ROOM NAME MATERIAL MATER AL A"ITA ft MATt1�Ml- i1A M )4x IOTA - ' r-0' - ALS CA ALS CA A 1 STOREFRONT AUTO SLIDER FINISH Fly/9N tTNIlM }W s1A 1019 '-0' T-0 t TIMELY PAINT 11000 PAINT C 9 IOTA MOTORCYCLE SALES 10 ID 1o1c r- 1 Wr - HMM/ PAINT PAINT AMT C _ 6 60 MIN. off f _ 1018 GENERAL RETAIL COUNT - 02 3' 0' 7'-0' t TiMnY PAINT *OftO PAINT C 7 ER t0 � 0 102 FITTING ROOM - CPT Re 'I 103 3'- 7'-0' 1 TIMELY PAINT , *000 PAINT C 7 103 FITTING ROOM 1 104 -0 7'- 1 TIMELY PAINT CPT Ig00 PAINT C 7 104 APPARf' Mptff 108 7'- 1 TIMELY PAINT WOOD PAINT C 7 ERT � G 106 J'-lA' 7-Q' 1 TIMELY PAINT MOCJ PA/Ni C 6 105 STORAGE CPT I� G t07 J'-0 T-0 1 TIMELY PAINT WOOD PAINT C d t06 MENS RESTROOM SV 107 WOMEN S RESTROOM SV �•"�-"'-- 106 3'-0' T-0' 1-3/1' HMW PAINT hll PAn;f C s KEY CARO iY ALARM 106 HALL 10 SIGN ON 0"; 'ALARMI EMERGENCY EXIT ONLY' 109A WOMEN S RESTROOM SV 10!_ 1 _ --� IU9 '- ' T- I HMW PAINT HM P'.INT C 100 *OMENS RESTR" SY >r t, ----- I1TA 6'-0' 6-0 - STL PAINT STL PAINT F _ - Cd1UNG W OR OPERATION 109C WOMEN'S RESTROOM SV 1119 -0' - - STL PAINT STI PAINT F COILING. W/ 1�1A1N OPERATION 60 MM. FUSE LINK 110A MENS RESTROOM Sy 49 113A d'--0' 7'-0 1 HMW PAINT HL. PAM- E 10x10 REUTE 1100 MENS RESt1t0011 yl 1116 , 1139 10'-U 1 - - STL PAINT STL PAINT - HI-UFT OHO W MOTOR OPERATICH - 1100 MENS RESTROOM y, 11S 1 PILAU 113A 3'- 7'-0 ' HMW PAINT HM PAINT C 1100 MENS RESTROOM SC Wo { x 113 - 7'-•0' T HMW PAINT HM PAINT C 111 HALL SC o t - ow 11d 4'-0' 1 HMW PAIN HM PAINT C 7 60 A - Q - 117 6'-0• -Q T HMW V NT HM PAINT E 2 60 MIN. 10x10 RELITE 111 TECH. BRf/ ' SC Ilg { y r-o" 1 TIMELY PAINT MOW PAINT C 1 113 SHIPPINC�IEMAING SC Ila 115 Si'AfR Sc 119A -0' T-0' I _ HMW PAINT HM PAINT 3 � � 116 STORAGE 9C M 1 1198 10'-0' 12'-0' - STL PAINT STL PAINT F - HI-LIFT OHO W CHAIN OPERAI.7N 117 PARTS SC Jl 12f J'-0' T-0' 1 HA/W PAINT HM PAINT C 6 60 MIN. ild PARTS MANAGER IICT A 122 0' T-• 1 TIMELY PAINT W000 PAINT C 7 —� 119 SERVICE DEPARTMENT OC No 123A 6'-0' 9'-Y 000 CTL PAINT STL PAINT F _ VERT. LIFT W MO.Of OPERATION, PROVIDE 120 WASH CAY '-SC - Tnd REMOTE OPERAWN • CHECK-IN COUNTER 121 PARTS COUNTER SC 1239 3'-0• T-0' I HMW PAINT IIM PAINT 0 9 W LITE 122 SERVICE MANAGER NIC 123C 6'-U' T-0' 1 HMW PAINT HM PAINT E 4 60 MIN. HOLD. :;PEN T2 2 DRIVE-1N TEMP. HOODING Sc le 1230 T-0' 1 HMW PAINT HM PAINT C 3 1119 CHECK-IN 123E QT-0' 9'-'0 - STL PAMT STL PAINT F - HI-UFT W MOTOR OPERATION d VISION PMIELS 124 CUSTOMER LOUNGE VCT 1� : 124 6'-0' 7'- ' 1 HMW PAINT HM PAINT E 4 60 MIN. HOLD-OPEN 125 CASHIER VCT 123 -0 T- 1 TIMELY PAINT WOO() PAINT C 7 ~ 126 SALES MANAGER CPT tM I 126 3'••0' Tr- 1 TIMELY PAINT MOOD PAINT C 7 127 Edd OFFICE CP' � 127 J -o' T- 1 TIMELY PAINT WOW PAINT C 7 126 STORAGE yC - 1e 116 J-Or - 1 HMW PAINT H M P/.MT C 7 60 MIN. 129 STAIR SC ' INIMM Or 16f ._. 131 '-' T- 1 4MW PANT HM PAINT D 9 W LITE 130 HOG CORNlR Ip D -- ' T :01 Y-0' t HMW PAINT HM PAINT C 7 131 MACHINE SHOP SC D 202 '-0' Y- 1 hMW PAMT HM PAINT C 7 00 MM. 701 C.'T c CPT OR 203 Y-0 t HMW PAINT HM PAINT C 7 202 HALL ERT 110 204 -0 - I HMW PAINT HM PAINT C 7 203 CPt ' ?OS '-0 - 1 HMN PAINT HM PAINT C 7 204 OFFICE CPT 11/ 200A -0 7'- 1 HM% PAINT HM PAINT C 7 204 �� CPT � 2068 - 7r- 1 HMIII PAINT HM PAINt C 7 2� OPEN OFFICE CPT 1� � 0611 - t mu PAM Mr HM PAMT C 7 20L_..*ALKIMAY �t 1� TOM _ - 2 !M/*1 PAINt IMI PAMT C ZOa Re CL 200 - - t IIMN PAINT Hit PANT C 7 d0111N. 20! STORAGE 9C 1d - err a- a f"r ._ .r..- __.__.�.. .. ....... ... .,,.n....�..warNw•.,,..,rw�Maw•:'. .,.;,..a M•►q,,.'. 'U1lM'MIAe�AMM'fMriK91l'.M�Y�.MM�.OKI�WAIN INiII a . ' i - "� • -.... - �•��:+_�° •_�[.r""" , , ---_ --'-'-'-�--•:-r++ - v�.. ._..�...,w,1,�r,,,r-�,,,�,wr-__.�,..�,_---,lam--y','Y'.� � /-�r'+�-•- . ...... d 11i � �, t, ' #r, '2 I 16 �Ilillll IIIIIil�lilllll IIIlilllllllll lialllllllll�ll a - I• Ifs I'�I�11111111f11 Illllll�llllll • �� ; ti lil�llllllllll 1111111fill! ( c I I 111111IIIIIIilllll illll!llllllll lIIIIIIII!!!IIIIII!!lIIIIIIIlIIII!lIIIIIIII IIIII1IIiIIII liIIIIIIIIm � _ .. L 40_ 1 *r ''� �y,..,.. ..__...... ",.,M:-�M..r .-.,�.�,�y lyl�r11111,1a11ff1tM1�11iMJ1� lIfU�1Rf�IlafI1RR1I�IR11f0I�111ff�IM1110Q�II111�I1INt� '1 ''a'xr�.'4�Y/IIMI*�1.IMl�Wa-+A•'SFii►•-. .,r..,. - a � ✓ . _. .. ..+r. ..w..�... r.,. w.wwr•i-.�+rwrAw.rywy..tyr. ew.... ..,r.x.w.+...•.rw.+r....r........ w.+a; :..wM4hwr.•.,.-,.. w ..•rt.„..�e._...... .. ._,.. r, 1 71 s GENEriAL NOTES A. T/ '?OOF ELEVATIONS ARE MEASURED TO T/0 RIGID INSULATION / PROTECTION BOARD. Q a • r T/ WALL s T/ WALL N 29'-0' am KEYNOTES 1. CANOPY BELOW 2. S-x a• GUTTER, SEE 5/A&2 ROOF T/ ROOFT/ ROOF / T/ ROOF 3. ROOF HATCH, SEE DETAIL 14/A&2 24'-84 24t-4' 24'-4' 24'-9' ,'n I•a,' / 1 � tl I � I \ T/ ROOT ' 25'-3 J*• �_—- DEVELOPER T/ WALL DESTINATION 29'—0- 2r-W HARLEY- DAVIDSON Project r/ RO(f T/ ROOF T/ ROOF_ T/ ROOF 2s'-110 -1M;, ` 2s'-•11= 2s'-11' DAMISON TKARD r/ ROOF 2e'—s•_—\ r of �C 31i .f F 1 k' r' t. T/ WAI L 24*-0• T/ ROOF T/ ROOF T/ ROGr 2a'-11 j�' 2i6'-11J�' 2d'-11�• �� I" mm vim f ti �e a i i )F � 1 GROUP MACKENN 2000 ALL RIGHTS RESERVED T1'-0•f "~ ` �� YHESE DRAWINGS ARE THE PROPERTY G v GROUP MACKENZIE AND ARE NOT TO BE IN ANv 9TTHOUT PRIOR WRITD OR REPRODUCED'TEN PERIM590NR REVISIONS: t 3 si �� 1 Q 09W OA1E A x T/ ROOF T/ R,OI#Hr Vow T/ RAOi SHEET TITLE: 1, 21'-0• 211r-o- R O O fT « Y PLAN Ir T/ WALL L------ -----� 29'-0' DATE: DRAWN BY: j CHECKED BY:%d ftn + iJ SHEET 1, r �7 I f,� OF NO. 990, 99 PERMw•+rs r irww r w ITREVIEW - � 1111+1ei ►. 'i :'.+ t >q`yTealL �!R!+1/4?E;SrEHjs,Np ^�c+ N91BlIIIa1N�osw.o�Ir�rsww�I .2 �. 31:.0 Nos ba �Ilhimliw • tm 10 12 14 16 71 �ffi�llUfflflfillilll�ll��llllllllllllilillllli� H I . M lillllllllllll IIiIIIIllllllll IIIIIIIIIIIIIII IIIIIIIIIIII,►Illiilllflllllllillllllllllilllll Illliilliilliil ililllfllllllii Illlllllil ,rqih�iluuhfi1a1,Aiul I��nlAfilnul �atU�InuHlnulnnl�i� mdi�i mdin c u��lil�i ccdiilmducl�i�i .,..r..—..�,— _.•s,.w,...�r... ... .. n w"q�1'� 1�'*••yJ�,I,1rYw,.:. "tea a�lit',+'+MhM,....o � '� , !L: •�k ' ,.a 'h ar .'r a �n 44 44 � V �t'-1t, 6 sib s-7� 7• � - --��- � � � ,� I r i � I } y is 7 7 11 17 ! I 15 13 I r. >► , , ,� P t 12 1 1! 11 2.4 a d 16 ► C_ N, CD to H 0Z 17 - - -- �v toe KEYNOTES I � 1 1. LOCKERS, N.I.C. } A I N' 11 VENDING DRINKING FOUNTAIN N.I.C.. IN 3. H ' 3 ' S. SINK, INSULATE HOTSH HANDLE Ac WASTE PIPES, CES SIDE) 10' 16 13 % �, 1 4 6. URINAL , 1 2.4 - 7. CRAB BARS (BOBRICK 8-51306 x 36' h 42') ' °1 8. FIXED BAR STOOL (WEST COAST INDUSTRIES MODEL 7.111.14 mm� i BLALK W/ MODEL. 7451.00.27-WRINKLE: OR EOUAL) .0 12 `�/ 9. COUN TER '�---- - --- - 10. NAINSCOT TO 4'-0' A.F.F. _I „ ,,r.�r� 11. TOILET PAPER DISPENSER (BOBRICK B-2740) 12. TRASH CAN BY OWNER 13. SOAP DISPENSER (BOBRICK 8-132) 15 13 d'-6' 14. MIRROR, 18' x 36' (BOBRICK B-200 1836) - 15. PAPER TOWEL DISPENSER (BY PAPER SUPPLIER) 16. TOILET-SEAT-COVER DISPENSER (BOBRICX 8-4221) DEVELOPER t-'0� �_� 17. SANITARY NAPKIN DISPOSAL (BOBRICK 9-270) `- 18. METAL URINAL PARTITION DESTINATION 00� Z �� 1219. METAL TOILET PARTITION �w� �_ e �� 20. SHELF FOR MICROWAVE DAVIDSON w`nDS^N Prot HARLEY-- DAVIDSON TIGARD ig 113 pie a— r 13 L _1 F1 r I I I 4 I I I 4 11 0 . ID A� MIV'O 111 a MENS RESTROOM 107 106 d WOMEN'S RE 110 . �`�' vio 4 1/4'-1�-0• n/*'=,r'at4►' 1/4�-1�-0' aAM° 1x01 N�IIAI i • ORmOM 9 OF © GROUP MACKENZIE 2000 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: RE pREVISION EDITION ' 3'-0”_� 1 - S'-�' _ 19' � CLOSING DATE -a �MAx A X -- - I� k - • , 20 d — t �► , i h SEA i COVER DISPEVf CJI _ wii�{8' 8AR5 ORAi MRS ,yfI1�L QM1NM110I� /OWAM 1 r ! N A DISANLED AT &M wAll (DAT SW WAW. DIPAME"100& ov If --�- �--+ d14AMl,lB -- ---r---•--- r II r 1 9 p t - - • o+ M"�°'I ,� SHEET TITLE: • �o - ENLARGED II r N `71 6+IiIMMllfilt PLANS - ELEV. AT TV. F wAreR aosET - G wA a.o�Er �oourt�aP �—� �,�D�s y� �� BOM 12 TECH BREAK _ e STANDARD MOUNTING HEMIT8 1/4r=1'-0' DATE: DRAWN BY: CHECKED BY: I SHEET A2 * 4 ji fd SUP 2113 037 010T,lIT2000-00017 OF " NO- 990, 99 REVIEW 6-21•-00 ' ,�.,,°....... .� �. ... _ IT 10 11 1 4 16 f fill1111111111111111 if f►IIII IIIIIIIIII IIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII Illlllillllllll IIIIIIIIIIIIIII Illlillllllllll IIIIIIIIII . ° rr11'T� am ..,._r.-r► -vrf�,.e.. ..r r, 1 . Ai �1�11N1111iMIMIM1IIrrltlhllwNifl�nrluol111 ..�.. � .,..a,.....,... —�,,.,�.e-+e.u..-.r...r.....:.a...r...a.. .w. ..A....wla/deAa..... .y,.glye.r... ........... wr. _, 01 '•k. yl,. v�o .'.�,•r O Q e4Nv, I f 3' -- 3T-0' I I dl '-10~ 15'-50 1r-9~ • 0 I I I 4D I— 0.- DS I � � KEYNOTES 1. GUARDRAIL WALL 2. TS GUARDRAIL W/(3) REMOVEABLE SECTIONS (COCAOINATE it LOCATIONS W/ OMNER), SEE 8/A7.2 -- 3 3. SOFFIT • 8'-9' A.F.F. A7.1 I I 4. 5'x5* REUTES. SILL • 3'-0* A.F.F. ! r s. DOUBLE S'x5' REUTES. SILL • 3'-0' A.F.F. ' ' 1 ' TAI I ,t Cb 11s j � �� • 200 ''CLEA I in IA L I Noll y. FI i I ot DEVELOPER 208 Y 0 ,t✓ DEST'INATDIV HARLEY— DAVIDSON Project I HARLE`�— 206 3 DAVIDSON _ �-- TIGARD I .. a LEGEND _ .7 I 4 c '� EXTERICR CONCRETE WALL 2 ►" EXTERIOk CONCRETE WALL W/ FURRING b N I I c FULL HEIGHT ;-HOUR FIRE RATED WALL r i SEE DETAIL 1/ASA FULL HEIGHT WALL TO 51•RUCTURF I �- - - - SEE DETAIL 16/A8.2 4 THRU-GRID WALL TO 10'-0' A.F.F. I 0 SEE DETAIL 2/A8.1 - - - --= UNDER-GRID WALL TO 9'-0' A.F.F. SEE DETAIL 3/A8.1 ST A PARTIAL HEIGHT WALL TO 8'-0' A.F.F. 209 4 6 CMV WALL TO 8'-00 A.F.F. FIE SEE DETAILS 11 ar 12/A8.2 �G>► I 205 ' - - _ ___ _ 4t�+l _ _ _____ _ �°dF I O � 0F Y04 -- 1 GROUP AU GHTS RESERVED VED �J `STAR THESE DRAWING2000 S'AW_ THE PROPERTY OF GROUP MACKFNZIE AND ARE NOT TO BE I USED OR REPRODUCED MANNER, OTHOUTPRIOR WRITTEN PERMISSION 'p CLEAR REVISIONS: �1 FFl 4 a�G EDITION A x 3 X02 H 202 i i i 201 5 N Fl SHEET TITLE: 201 MEZZANINE PLAN DATE: DRAWN BY: CHECKED BY:.ty/ �—w --:-- - --J Mezzanine flan SHEET • 5 1f710 sw c•aac+w s Id 000.001r"Off"O"wi7 1401 77 OF '108 NO. 990199 iWD& ..Mw�».....n .. cru. �. MIT iiFq C 2 4 g +I 10 12 14 16 - IIS 1 III IINIIIIIIIlIII Illllllllllllil IIIIIIII�111111 IllJllllllllili�i'�Illllll;ilil�lllllllllllllll Ifllllllllllll illllllllllllll 1111111 I IIII! IIII 1111111 11111'1 III III IIII I I!II IIIIIIIIIIIIII I IIIII IIIII IIIIIIIIII lnnln li I�� T ,ININtfdnw miINR Ifli�lu�dNhhmbifila y r 21 as C ^'N •if" X FiQjj VIEIIED AT AHE - s > > > s w » 12 r a AL 0 O KEYNOTES 1. CONCRETE PANELS 6 T T 2. PANEL J01 N T 3. DOWNSPOU r. 6"x6' 4. HOLLOW METAL DOOR a. T" T - 5. OVERHEAD DOOR PAINTED TO MATCH ADJACENT 6.. CANOPY 7. CLEAR I8. AUTOMATICOENTRY 0�70RSIZED M STOREFRONT SYSTEM I m I 1B 6 !s 9. CLEAR GLAZING 10. LINE OF ROOF BEYOND SOM ELEVAT K)N 11. REVEALS. SEE 1/A4.11 12. CAP FLAS01NG 13. YARD LIGHTS, SEE ELECTRICAL SHEETS 14. 8"x8' GUTTER. SEE 5/A8.2 15. TRANSOM WITH REFLECTIVE GLASS 16. DOOR JAMB POST. TS 8x6 <D> 17. SE ORITY RAIL, SEE PLAN FOR EXTENT A i/A4.1 FOR DEVELOPER / DE rAIL INFO. f� e VIEWEO AT MIGLc I& 2`x3' CANOPY DOWNSPOUT DESTINATION iiE DOOR BUZZER, TIE TO SERV! CHECK-IN COUNTER I Jw p� �/20. 6' PIPE BOLLARDS I-1MR4.G 1 ' . 21. DRIP GUARD DAVIDSON 22. STOREFRONT DOOR Project HARLEY- DAVIDSON TK�1RD \AL"Jm- A 3 z NOWFI ELEVATION 6 5 4 3 2 1 VIEWED AT ANGLE I I I I 21 'OD 60 N-1 moCo .1 m ,A ano n _n - - �'�-- --- ---- - ------ _ ��- • b ,. 00 OF 00 •� A © GRAllOUP RIGHTS RESERVED N THESE DRAWINGS ARE THE PR01'E TY OF CROUP MACKENZIE AND ARE NOT TO BE UCED IN ANY VADTHOU TOR RPR OR UW4i fTEN PERMISSION NR REVISIONS: REVISION E07 CLOSING DALE rp 1ON 3 4 �Z 3 2 S 3 4 11 15 16 3 EAST ELEVATION —=—.=— A31.1 14 ! VIEWED AT ANGLE SHEET TITLE: � ,�_ _. H _ ._�---------- - -------- - — - � ELEVATIONS ` ► I I i ' Of6i i t I —-- --_---_ � __-_- -- ------ - ---- ------ - - - - - DATE: -- --- ------ - DRAWN BY- !61 CHECKED BY: Td!j M ---- - T SHEET A 3 . 1 s 5 9 s'-w or 14'--ir s'-cr s'--r r 20 a WEST ELEVATION ,.a v OF • JOB "O. 990199 w......,.. .......�«...,.........>...,..... ............wtirrw,a+ _ , - P' �1.1Y.',Yi'}.a' //�',p.l��,er r: r. �,tiirt!:"1!"3i`.lu"'S i`i}.. ;l•^ <. 1 00 SwF.,,� •C N!� N" i � :.e.....«.......-............:.... ..+....�..+ww,.�..... �$'.M`�'�� '4.. , a r,:13 t'C�";tC7•'r d4" . ._'a. , -,:,.,, .. , ,7.......lp..,, -. ,.c:....r.u.ry.:..:_::..:�s.+...� �,_,,,.,r,�. _ �"+ae.«.w+..n+-...-..rte...........••.-.,..,._... _. -.,.. 10 2 14 16r ili I� IIUNtu rr , r rrrr�rrrrr rrorrr11110110 rurrrrlrrrrr� rr, rl• r I � ��1M1��1 dllilll h I IIIIIui flllllndl IIIaIIw I itllhfl (IOIhII1111nbIMIuIJIT11 A. �_...._-..... ...a.•ie.a=...�i....,��.....►.......,w...•......—............_ -•-- ,.�._-.-.aa--++...�.......u....._:,._...,..... _.. .L,...krr •,y�,�,._ '�Li..�.._....a... - j� _ MY +.,v:�i".i.".,,..p ita.r+N�,.r ..a..�►.r- a+.v.rv^.,rw,.w.r,•«.ti". • .' ._ :�• .......r-•�� r r. {g �r r 4 4 0.0 4( 5 2 / 2 t TIMLA 4 o. .•• A KEYNOTES 7 1. FLASHING --- - - • / 2. NEOPRENE GASKET FASTENER O 8" O.C. O BACK FLASHING T/PLATE 3. CONTINUOUS CLIP W/ FASTENERS O 8* O.C. 4. BUILT-UP ROOF ON RIGID INSULATION, METAL DECK • S. 8x8 G.I. GUTTER WITH 6'X6* DOWWSPOUT, SEE 5/A8.2 Ar 8 I 8 i 6. 20 DOWNSPOUT & CANOPY v1 1 7. BIRO SCREEN • • • S. TRUSS JOIST, SEE STRUCTURAL 9 9. 6* 20 GA. METAL STUDS O 2•-0* O.C. 10. 5/8' GYPSUM BOARD • 11. R-19 BATT INSULATION 12. )6* BENT PLATE W/ **4 x 8* HWS O 12* O.C. 13. TOOL INSIDE PANEL EDGE, TYPICAL b ' c 14. 3/4* CHAMFER, TYPICAL ;;� 1 15. CONCRETE PANEL BEYOND 8 16. CONCRETE SLAB. SEE STRUCTURAL 17. 6* FREE-DRAINING GRANULAR MATERIAL DEVELOPER ° 18. CONCRETE FOOTING. SEE STRUCTURAL �� 19. 4* TRENCH DRAINW/ HEAVY DUTY' GRATE, COORDINATE _ --_- ----- W/ PLUMBING DRAWINGS • 20. SIDEWALKHARLEY- 21. 4* DIAMETER GAIN. GUARD RAIL PAINTED BLACK ON DAVIDSON 4* DIAMETER POSY--. GROUT POSTS SOLID AGROUT KINTO WALK, NOTE: VlRT. SUPPORTS, ALICN WITH VERT. W1 HORIZ. AT SF / I AT SF, H 1 I� ,ALIGN E1 BOLTS w Project 22. PT 4X6 LC PANSIO BO 4-0 O.C. -- -� 1/2 23. SUSPENDED CEILING _ • 24. R-19 FS 25 ON STICK CLIPS * CONCEALED AREAS H + , 25. L1aHT BROOM FINISH O SLOPL'D AREA, BROOM TOWARDS DRAIN DAVIDSON TKXAM 11 / 4 I , to 1 f \ � \ ! / I 1A TYPICAL PEVEAL 7 SEE BLDG. ELEV ~. A6•� 24 22 ► 1 i .00011) 0 c 18 1 14 I - �� _•� I 118.1 'ti 23 A" LYN Ewa �� , 14 OF 6 1 O © SAIL,RGHTSENZIE RESERVOED L \J THESE URAN NGS ARE THE PROPERTY OF v 15 p USED OR REPRL.°1U�U IN ANY MANNER, GROUP MACKLNZIE AND ARE NOT TO IN .•. 1 WITHOUT PRIOR %9ITTEN PERMISSION io I 15 REVISIONS: 1\ i REVMON EMIION // , \ / te-•.CLOSING DAZE A 001, 12 19 - 21 16 , .1 *r I' ---- ------- ----- ---- SHELT TITLE: --- - - - WALL 2D 16 16 19 z .__. 9 SECTIONS FIN. n R. - / __. M '�� E - FIN- SLOPE •� --•�� 00 17 \ i7 ~ � DATE: - ,� 17 DRAWN DY: 18 18 18 CHECKED BY: SHEET WALL SECTIONrg�,WALL3 WALL SECTION B�ECTION _ A 4 O RECESSED STORE FRONT 3/4' 1-0* •� w w ' • AI�► t 3/4 1 -0 .� � 3/4 1 -0 1n70 �ia.C.a,nVd su�rooan,amroa000+T u 37 OF � '108 N0' 99019g I111�� I 1v ..r1►.r..�,... � .NSA• ... ` es cWgll? r a' . �i hI�A��IIII�IIN �Y��I�III!l�IRI plM�l[[i[.►�[i« [��[�I[�iliiui ►��ii�iii�i�i ii��iiil,�l�lli iii ii�iiiiiii ��i�i I I, r • .... - ....r....,-..:....•............... ..*...,......v- - .wa.►.r..._,•...,........:s...•r.+.a�.rrM�rr...rs�..�.--++mow - •�Ifrl/••,w M�w.i.+��1/M. .a. .- 1•Y •uM•q•1► A w.,7} . , .+•r n•r. .++..-s. w+..a.+Mr.r..+.•aw�..bw.••wwr w. •+.iRw..w►. .► .. _ • r. _. .i- ..... ... _. .-_. -.. - r.•..r_._,..._. _ -----_•+....-..�.....__.•►a.rr.r�s,..+._-._...�..... . ..1• .isr ..,- kw.,lt ,Alyeiw w:9c...»: - .. ,.r . .. ... - - . _ -^...^•....�•�..�..-�. K. F • r�011 M 1 ' I tt)4•-019 — — Li I r� 3 OS OS o I I � I os 2 L - ---T— I , 44 WIN A if" ------------- I + • f I DEVELOPER Es HARLEYr;' I — I� t - DAVOSON j 9 Project — I DAV�ON I I TKIAM I WIN t I _ 2 va I - __ --s - _ -- - - — --- - - -- - -- - - - - -- -' - � , 7 0 � L• bn :iw+da .GG.s;aa, 5 / C ALL RIGHTS RE?ERVED •, — / O GROUP MACKENIM 2000 �I / %v/ II — USED OR RTHESE EPRODUCED N E NOT GS ARE THE TANTE E CROUP MACKENZIE AND ARE NOT TO 8E � 4 I I WTHOUT PRIOR WITTEN PERMrn0N F + ,r. -,'tvf�ilildi�i WF.Fe':t 1-.• t� REVISIONS: Q A x Nil 2 I II SHEET TITLE: REFLECTED �__ CEILING OD CPLAN I I 2'x4• SUSPENDED ACOUSTICAL CEILING — KEYI OMS" I. SUSPENDED ACOUSTICAL TILE CEAJW • 9rO` A,", 2. NO CEILING IN THIS AREA 3. GYPSUM BOARD CEILING 4. ROOF HATCH GYPSUM BOARD CEILING 5. WASH SAY CEWNG. PLY MODb w/ � vaNplS DATE: • 8•-0" A.F.F. DRAWN BY: S. SOFFIT • 8'-9" A.F.F. CHECKED BY: 7. DOM OVER CULA 16 FOR Mr NEATO f ar Reflected Celli Plan _ Merin Flog SOFTIT wtiL sEE t,�A7,2, GOOI�MIIATE �alowr -- DE 1 4` sTu0 ttwtu. To 0luvr,olar __--- I,,,,,t DETAIL 3 . ROOF ® Reflected Ceiling Plein Mezzanine SHEET $ r*S f* *�, S '+ � 1/8"•1'-O" MT/ ISI INTERIORS SEE DETAC. 3 118.1 1e , • r I a bt + o M A 6 . 1 rl � Ali� 1. 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I t,D > ai ►�`- �i \ RAIN WALL BEHIND OPEN BEYOND/ /07 I I • I ' 1 7• TYP CIS jog DEVELOPER I' r I -_ AIEZZANINIE _ \ - ----- -� -- -- ----, - M -- -- — - - MUINATION HARLEY– aI I %VF _ _.�. .. DAVIDSON i ►- UP t Project RUNf - HARLEY- -- ---- I TYP DAVk)SON MIN 4' STUDS • 16' 0.C. - •- W/%' TYPE 'X' GYP BD OPEN �i -`- - TYP. UNDER STAIR E ' ' BEYIONO Tw I ! 1-HR COMSIPRUCT" 7.1 I I I MWAIL SIM .PAI ._N_.a \ � IN CLOSET FOR WWOWAIN ACCESS F4 W t t -_ - �_ JL_ LJ -- — _ --�—_- IL D 4•-0• pl. 4'-0• 11 11'- - :- • ( DOOR TO STORAGE BEHIND ; 12 TREADS AT 11 4 N\\/— —'r #ft� 0/w 7. Irwg ''*6316 EIS N � SECTION - STAIR 2 � i SECTION - STAIR �-- . , 112' 3 PLAN -STAIR 2 A7.1 N 1 4 .1 -0 awa t, o� © GROUP MACKENZIE 1000 All RICHT) RESERNEO THESE DRAWINGS ARE THE PPOPERTY Or GROUP MACKENZIE AND ARE NOT TO BE USED OR REPNODUCED IN ANY MANNER. W1 THOU T PRIOR WRITTEN PERMISSION REVISIONS: --_ ---;- a1111(111111 osI+c OAAVISM IE f �x COOR.).NATE CAP MATERIAL WITH I.S.I. INTERIORS. TYP. / 11'_-8" A.F.F. F.F. _—_ - - - - -- ------ � _ I p ZA NE i -- - - SHELT TITLE. / _ _ — STAIR -- 11' ( �° _ -. I II 7.1 _ UP -II A�'.1 'j v� PLANS a — ,�` - II ao ao g LA N S TVP \ �'- - A N D -- - - low 10, I °' SECTIONS A.F. _ ( I Goo 5'-i0" A.F.F I ' Dan:: I o { :n DRAWN BY: CHECKED BY: 00 9 TREADS AT f 1' r-- I ' SHEET 1 � A7 . 1 •� L F.F._— � 1h,M1WNN�fr f - - STAIR 1 a ELEVATION -� STAIR 1 e PLAN STAIR 1 4 ELEVATION 9 _ �- 1/4 .1 -0 '108 N0' 990199 N — PER�APT REVIEW 8-21-00 - w 06011111101" =-NOW--ft .et�,:tf'. y--,.:.. : M;.;•. 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F � � SUPPORT, SEE DETAIL �l9N10 IY6101tAk'S 0v f� D[117T S/1!1" 7 x4 • i ' v Y .' , �— CUP ANGLE AT STRINGER BASF ft WMIL rw �� N2) M .T/4c'/ia6 IT* TRU DOLT ♦ tl__ ►M/(2) 5/8`0 EXPANSION ANCHORS IUM. it AND (a) 3/4'0 A3'07 Dors 1 1/2 RZ 3/A72 FOR TREAD t?OrkSTRIJCTM-TW. SEE 3/A7.2 FOR TREAD CONSTRUCTION-TVP. HA C'�l�1C. WALL _ � 3 TYPICAL STAIR TREAD / r�ISER 4 STAIR AT ®OTTOM LANDING _ �58TAIR AT LANDING Ap Ir-or 1 1/2 1 -00 -1 1/20 - 1'-D' 3/4 1�-.0= �c ' 3/40 10WOW -0� �r f�/1 Vf {ry 4#-O, 4 t 6•-3- AMAX _ REMOVEABLE SECTION A1:R A DESTMUM _ HA LEY— w TV DAMSON At- - _� 'W n W TS 2x2x)(e TYP.'T - RISl�MIt •'i/�,1Rf M -CONCRETE SLAB DAVDH01� MEAL ,/x'' SEE STRUCTURAL 4' STEEL TOE K1CK j1WK W (ATTACH TO RAILS -.___ _ •r . ONLY .x f1fT•dl 7/111,2 C &M.5, CONWCT TO STRINGER WITH 4w 4014 AND 3116- FILLET WELD '`-ST111'INGER, C12A20.7 wf BEAM SW V07.1 OrM MAO C.ONSYRUCTM-TYP. SL JVAW..z mw W" Tv. 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'+»_,. ,.... _ /wn ...• .w... , .... .. �.-. ... 4.. IIw+�'rr.•,r,aewmr—�e.+w•...r , t ,f{ 20 GA 3 5/8" METAL STUD BRACING it TO EXT. CONC. WALL AS SHOWN PROVIDE BRACE TG STRUCTURE, � W/ (2) F8 SHEET METAL WHERE NOTED DBL. j 1/2" /� _ _ . PLYWOOD DECK 20 GA. METAL STUD / ru (2) 010 ` SCREWS AT MTL STUD & 1/2' DIAM. P-LAM � J FOR H.W. HEATER TEK METAL STUD @ 1/2 EXPANSION ANCHOR • CONC. PANEL REVEAL 6Y[ J►6 • DIAMETER EXPANSION -1- -----� / ANCHOR • CONCRETE PANEL (D0 --FLUORESCENT LIGHT FIXTURE FIRE SAFEING 45' EXPOSED STRUCTUREAAREA)NTO METAL JOISTS W/ WOOD VENEER END PANEL �___._0 "AN IF NAM GIRDER, SEE GYPSUM BOARD CEILING �� -SUSPENDED CEILING PLASTIC LAMINATE STRUCTURAL SUSPENDED ACOUSTIC CEILING CASING BEAD USG 200-A p_� OVER _ ' TYPE 'X' ALTERNATE -- ATTACH STUD TRACK MOF OR 1r w GYPSUM BOARD �yQg DIRECTS r TO GRID PLYWOOD - VARIES - 3 1/2' 23 CA. METAL STUDS �`--- -- -------�` AT 2'-0" O.C. WITH 5/8" � 3' USG THERMAFIBER SAF13 So METAL STUD / GYP. BD. EA. 5101: SOUND ATTENUATION BATTS °p (O ALL SIDES OF OFFICES do 20 4 HOLE PLASTIC LAMINATE BRACE DEEP LEG TOP TRACK RESTROOMS, TYP.) W Q 5/8" GYP BD EACH SIDE PROVIDE 3 0 GROMMETS AT in e f---- 3-1/2" 25 GA METAL STUDS AT 3'-0" O.C. 1 1 l 2'-0" O.C. N 4" 18 GA. METAL STUDS • all SFSTR MALL �.- BOTTOJ - 2'-0" O.C. W/ %" TYPE 'X' FLOOR TRACK TO FINISH ITH GYPSUM BUARO EACH SIDE I ANCHORS IT 2'-0* O.C. C DRIVEN SOLID WOM I CONT ACOUSTIC SEALANT @ASE COORDINATE P-LAM COLORS e� `'� ' p�hl �Ttl • -BOTTOM TRACK TO FINISH �I BELOW TRACKTYPICAL, r BOTTOM TRACK TO FINISH � - W/ INT_RIOR IN SHOWROOM FLOOR WITH POWDER DRIVEN FLOOR WITH POWDER DRIVEN N w/ APPROVALS BY OWNER. ANCHORS • 2'-0' O.C. ANCHORS AT 2-0 O.C. CONCRETE SLAB �r ONE FOUR F"�lRE-RATED WALL z THRU-GRID WALL " 3 WALL TO SUSPENDED CEILING � a PARTIAL SECTION � / R PLAN VIEW • OVERHEAD DOOR � 3/4' = 1'-O' 7 � 3/4' 1'-ON, r 3' 1'-0` � CASHIER DESK 1 1/2" 1'-O" 1� • i FLASHING -NEOPRENE - _j_I 3/4" CHAMFER TYP.-� R GASKET -u 3/4" MAX. 3/4" CHAMFER TYP. SEALANT do BACKER ROD- W1111, METAL DECK = SEE STRUCTURAL 1/2" MIN, i SEALANT �� 12I //-------NEOPRENE GASKET / / -BPCKER R00 -' 0 DAVKXM 4" 1 OUTSIDE FACE 3/4" CHAMFER, TYP. _Tl GUTTER _- __ _- • • - - .- .. - -- --• -- _ • � � cp ____ HARLEY— SEALANT - - - -j L- -- -- -- - - - - - - �' `� I I �• OAV�ON 9 • • • ? � — • AA1W4faR AW & Ifs tAW '-0" A.F.F. FRY RECLET GL°i-TERFLASHING PER DECK INSIDE FACE CONNEC IONURAL FOR PROVIDE ;/ SEE 12 MANUFACTURER AND SEALANTBACKER ROD r �I "S AT - -�__ }1 r -- _ - EXTERIOR AND SEALANT -PAf'T EXPOSED PLATE NEOPRENE GASKET INTERIOR, TYP. � CONCRETE PANEL � I AK>M- -M 01AMBI ITY1M11M IAR i METAL DECK AT ONSIDE EDGES OIYPICAL I I I -TAm AL mawm E>BL'�i AF '1[ PAID. 2x3 -U DOWNSPOUT � i CONCRETE PANEL I STUD WALL k INSULATION SEE STRUCTURAL FOR FRAMING SIZES - BHP (OR EQUAL) PERFORATED NOTE: -SEE PANEL ELEVATIONS FOR REINFORCEMENT AND THICKNESS -TOOL ALL INTERIOR EDGES OF CONCRETE PANEL NOTE: -SEE PANEL ELEVATIONS FOR REINFORCEMENT AND THICKNESS METAL .;OFFIT PANELS -TOOL ALL INTERIOR EDGES OF CONCRETE PANEL { d CANOPY �iEC�'ION CANOPY SECTION • SERVICE BAY s PANEL JOINT — s PANEL JOINT I �o PANEL JOINT " = 1'-0" a END TO END CONDITION 3' = 1'-0" CL CORNER PANEL CONDITION 3" 1'-O" 'a CORNER PANEL CONDITION T • STOREFRONT ENTRY 1 1/2 10-0- A8.1 1 1/2 /�,� A�� A8J ----'- CONCRETE SPANDREL 2 1 -R-19 BATT INSULATION ALUMINUM STOREFRONT- —� 6" METAL FURRING STUD INAif1� TM WINDOW SYSTEM _ J¢' PLYWOOD 4' AAETI►L FIlIMK01p16 $Tdltpl6 4' METAL FURRING STUD " GYPSUM BOARD-- 4,. vow /AS I � 20 GA. METAL STUDS R-19 BATT " GYPSUM BOARD BATT INSULATION O 2'-0" O.C. 4' METAL FURRING STUD 9100uLATION00, 4' METAL FURRING STUD --Z CLIPS (OR HAT CHANNELS) BATT INSULATION �- _ IWISM r �� SEALANT >+1c STRUCTURAL � GYPSUM BOARD � .,� � STAL T.S. COLUMN, SEE U BACKER ROD AOL400" A aww4w A PT 4x6 W/ 1}¢'I PB AIbE�IM' �irEAl ' TYPE 'X' GYPSUM BOARD O 4'-0" O.C. or Q " a a — SHIM AS REQUIRED CROUP WAf:1(ENZIE 4000 rAmwrf y ml, opmaA>,I- a1GMT$ PESERvEO G II WACMENZIE MPO ARE NQT TO BE. NW OPAWING, ARE ME PROPERTY r.0 ALUMINUM STOREFRONT u 41%0*P I*IG" PKPOS',I9NP SYSTEM c - v I►AIMElt Amw CLOW am Li �-BACKER ROD dr SEALANT SEALANT A X 1i DETAIL 1z DETAIL _ >3 COLUMN • I-HR WALL o 1a WINDOW HEAD � 15 WINDOW JAMB ' 1' = 1'-O" �•� 1' 1'-0" �•� 3" = 1'-0" A8.1 O STOREFRONT 1 1/2" = 1'-0" •� O STOREFRONT A t r i7 3 R-19 BATT INSULATION --- "' ON STICK PINS SEALANT �� 911 IiMAIE:�- THRESHOLD • ENTRY DOOR -�_ STOREFRONT � ) ��' �� a DETAILS WIND01' SYSTFM � CONCRETE TILT PANEL SLOPE SLOPE --ALUMINUM WINDOW SYliTEM 2X MAX __� _� �� -At->;� BATT A4Bl1ALAAdmNM SEALANT5/8" GYP BD go M% 1"Aft O 24' OC a • \ SEALANT SHIM AS REQUIRED v v 4' EXTERIOR 3/4 -,h L `O EXTERIOR- ° ,� "� ) -- CONC. WALK WALK SUSPENDED CEILING 1 6" MTL STUDS • 24' OC 01�1rE: - \ DRAW4 BY. • CINECIKEO BY: 6 THICKENED CONC. g" SLAB EDGL ALUMINUM WINDOW SYSTEM CHICKENED CONC. 3/4� + SLAB EDGE R-19 8A t T INSULA TION �- MOIO AE IIT PAW CONCRETE TILT WALL • 1a STOREFRONT n THRESHOLD a ENTRY 1a WINDOW HEAD W WINDOW SILL Zo WINDOW JAMB aF A!1 1 1/2' - 1'-0` AS,1 1 1/2" - 1•-0' A�.1 - 3" = A ! 3" 1'-0" A8.1 J� Nm. 990199 MIT REVIEW -2 �. _ ..r. .. M. .....: ....-......,,,. -..-.M.•.:-....,., o.,: a, wd��s«n..:.wr++rc1.7G'"' r.r. - ,:� 'S' -nr'tIME:IY�M'Rtlt'w. ,.,q., ... y. .x, ... <,,, e , ' �• l"Df.�'ba+. .. - .. : .yw^.'.,rm .,. `. . .,, '{'� twM1p••"«ryr.....,.u...., .,++nr....r•T.« wvw✓+Wa+ aMM% r.r.._. _ .. �Ill� - • � c y - .:.� .•�`' ,`� �^�,- 6 .. � •:.-.. - ._...,r'- '„��.. ;_-"-'.moi"� r� 10 17 14 16 + Ili ,! Illlilll!IIlIII IIIIIIIIIIIIIII 1111 11111 11 lUllllll11Hil �Illillllllll ! - - ( I uau I uul n uu) I auh a Iodn�hlTdlod��nnhl�Imhlf�m�l��mllt�nnhTillnt�l�nlll i uuh I uuh I akin I dl I ualA�auliifl uJu n:�nll�i nnh nul�ouh I cull I nniw � �I mIh I unhT�uub oah u 1, MOOR OR RMF STRUCTURE SHKI AS REQUIRED STABt M &%R BET1E1 ALL MEMIIRR5 - 8"x8' 24 GA. GUTTER AT PERIMETERiLASHIi"G OF 4' METAL STUDS W/ $i3 STANDING SEAM ANNTS �Mflr1ER5 AT ALL AIRS MITHw t' AT IW-O' QC. GYP BOARD 4 j CATERAN, PtACINNC :rITH %MTICAL $1100 1" T. 2 x TOP PLATE W)f (T1rPE 'X' GYP • �-------WIRE SCREEN POOR 1090) AT 11"-0 04 EA, WAY: USE 2) 350 fC 20 SAM TO - �'0 AS R 6'-0' O.0 g WITH SCREWS 024. &C ALT. . CN�ITINUOUS CLEAT, ATTACH WE HANGERS IF MORE THM 1.0 MIT 9V /LUQ io ��''"' • 8' O.C. TO TOP f GA. METAL FUSHING WITH 'S' LAP JOINTS AT Q —COILING OHD HOOD — _ lo'-0' O.C. 11 g = 4' CANT. TYPICAL I TitIP ppN� ACE a # a txOSURE STRIP • QUr W ftA>E MJCW r BURT UP ROOFING I DOOR BOTTOM ROOF TRUSS, SEE k SMAl i . - -- _ -- i ROOF PROTECTION BOARD MAINI d CROSFIT BETWEENS DIM AS REQUIE) FOR METAL .01STS HEADF- 1-0' STRUCTURAL � op '► tA4 r �� SUPPOIR ,�A? W� D.C.d'- RIGID INSULATION CLNG/LIGHTS CLEANING 6'-J' M!►Y O.C. Cr WITH ORO VASE AT 3'-0r O.C. EA. WAY ACOUST. SUSPENf� s• LATERAL BRACING AT 'Y-O' O.C. CfiL6'x 6' DOWNSPOUT EA. WAY MAIN RUNIMNER '1 9 STRUCTURE COVER PLA TE-- BEGIN BRACING WITHIN 6-o' OF MEI Roof DEpc PERIMETER AND 2" iROM CROSS 4"mMEMBER. t'>� CULT ALL HANGERS TO BLDG. sTRucn,RE, TRAPEZE a1cT WORK AND MIER LARGE OBSTRUCTIONS. 8USPEN�ED CEILN�IG BRACNIK� ET z PARAPFLASHING �3OHD SECTION HEAD DETAIL a SECTION • GUTTER s GUTTEP ucTAll 3 kM21 -MOM' 0[VICft TO BE OF AN - t 1 1/ - 1'-0` At DOORS IIIA R B 1' 1'-C" 1 1/2' 1'-0' (1) BETWEEN EACH DOWNSPOUT. TYPICAL 1 1 � -� A, TYPE AND HAYS 100/ CAPACITY tom. 000RAVIATE P-LAM COLORS 1 W/ Mro"m IM 9100I100M W/APPROVALS BY ON/rE1T "00,�---- DOUBLE SLIDER RECITE • 1-~ fm SHUTTER �.. 1 I 8'-0'x3'-6' OPENING 't SHUTTER T&*% 4" 6- =� --DOUBLE *- PLYWOOD a',rs' OPEUIMIG 1 25 o COUNTER W/ PLASTIC N PLASTIC LAMINATE PLANro. � LAMINATE' FACED COUNTERTOP - 9' 9' � AND BACKSPLASH CASHIER RATEp '.ILL TO RE PLASTIC LAMINATE -- n o C00>��s70 few (ACED LOKR CABINETS ir, i o --- SHUTTER doPw AND DRAWERS WITH I it AOAWA8ti _"!WING AND WHITE MEL.WINE j J so 2x BLOCKING WTERIORS 1 WIDE LEG TOP TRACK KICKSPACE C BASE, TYPICAL 7 CABINET SECTION! re� 8 9 PASS-THRU A C SHIER " �o PASS-THRU • PARTS ROOM EA^>1 SIDE BOARD - 1'-0' 3/4 - 1 -0 . I1-r v ---4' 1Q GA. INSTAL STUDS - 0 • 2'-o' O.C. PLYMJOD METAL JOISTS METAL STAIR _ ROOF HATCH WITH NOSING • LADDER RIGID INSULATION METAL PIPE A' P1YilO0D 11►/ iltP PAIr>El5 � 8'-O' A.F.F. T/ BLOCK ♦ CONTINUOUS SEALANT do 4' CAVY a' CMI). GIIOIJTED S" )J• PL"yo=w DRAW BAND ~/ FRP PANELSo - METAL HOOD ---ROOFING SYSTEM Al BLOCKING • ►- r`-- ROOF PROTECTION BOARD CADGER BOLTS _ N — LEAD SLEEVE AND FLANGE a- BUILT--UP ROOFau - - - RIGID INSULATION tv � ` _ _ _ f _ -_ 8' M. GROUTED SOLID LADDER B1' DESIGN- _BUILD. 1'-4' CLEAR _ _ — csrn,�►ur 2000 WIDTH Mk wra.r5 Rr pwn 12 METAL DECK � 1 jAN N NOT )4 rM1l�t!-NM1CT�uWrT'E�! ur1rAA15S10� Imo= RIGID INSULA TION • • SEE STRUCTURAL METAL DECK OPENING SIZE r WASH BAY WALL u WASH BAY WALL o PIPE PENETRATION _ % R00F HATCH DETAIL 3/4 •717-7 3/4' - 1'-0' 1 1/2'-1'-0' a 3` - 1 -0 i a- " �- ---EXPANSION BOLT. • SLAB �- __. 4" METAL STUD WALL. - " EMBED : A x 5' x 10' O SIM TO I6/A8.2 11TfJ�- WITH (2) 112'0 x 4" *ELG 0� TS 8 x 6 x STUDS HELD T.S. rN PLACE i � TRUSS, SEE nl SEE DETAIL 16/A8.1 FOR �- LADDER TO ROOF E STRUCTURAL CONNECTION TO STRUCTURE T/OPENING �' PLYWOOD DECK GYPSUM BOARD ;*�, l - `- DOOR A�TBU.REANCHOR RS PER /�BLOCKING AT LADDER RECOMMENDATIONS jfx METAL JOISTS --6' METAL STUD JZA!_T1E�ilATE JAMS AT T.S. COLUMN- TS: 8 x 6 x ' 3 J¢' METAL STUD �� —,--- ! ' SLOPE FLOOR W LAST 12" DEEP LEG TOP TRACK OVERHEAD DOOR PLATE: )I WITH (2) EXPANSION ANCHORS OVERHEAD DOOR FF 16 GA. DOOR JAMfi � - _ " PLYWOOD k FRP PANELS ,T 2O .0 i / % SCUDS GYPSUM I DOOR ARWOR, SEE 2/A4.1 DOUSL.E METAL STUD � BOARD EACH SIDE - TYPE •x. cw w t*Dow , .�� _•-METAL EXPANSION ANCHOR �� BOTTOM TRACK TO FINISH f 8 OINK DRIVEN1/2' CHAMFER ABOVE ANGLE, 3x3xJ( CLEAR PVC STRIP CURTAIN I FLOOR IC°°ORS 0 Z.�D i A DOOPS 113 k 115 (CONNECTION BRACKET !J CONCRETE PANEL PER MFGR.) f #5x12' AT1'-0' OC A8 ,0, 2 JAMB AT PANE �e FUS- -'HE�HT WALL- ROL.L.INC� SEC'TNONAL DOOR �a TS CONNECTION AT SLAB PANELr2O--NOVERHEAD CKX�R JAS 3 - 1 -0 � 12- -. 1'-.0- `� WASH BAY CURTAIL DETAIi_ 112 - 1 -D � • ROOM 11� ' P P"- R c ' � Ili 111111111I11!!I I I . I) IIIIIIIIIIIIIII IIIIII,II,III II Illllllllll1111 �IIIIIIIIIII 1111111 _ , IIIIIIII 1i1111�1111111 IIIIIIIIIIIIIII IIIIIIIIIIIIII I I I IIIIIIIIIIIIIII IIIIIlIIIIIIlI) 11!!11!l11IIIlI IIIIIII!lIIIIII IIIIIVIIIIIIII IIIIIIIIII • riul�mrb�ilrwln�rQrdN011rndl�ilunb7►ilrurlrv�IrrrdNiilurrh�l►rul�i+flredr��rrnlrll'�radntNt�r�Imrh�Irrahi�Iwdr�blruddSiri GENERAL STRUCTURAL. NOTES DESIGN 6JtI1cR1A SITE CAST TILT-UP CONCRETE WALL PANEL STRUCTURAL OBSERVATION Now 1 GOVERNING BUILDING COOS: 1997 UNIFORM BUILDING CODE. WITH 1, � ' �` •bflAMri �1MNIi►'�fl�lflrr I7� iMlbg,4 y�MMhlll fiif ��m BM' IF QUALlPIII:D TESTING I. U.W.ESS NOTED OTHERWISE, PANELS SHOWN ON DRAWINGS ARE TO BE NOTIFY ENGINEER OF RECORD AT LEAST 48 HOURS BEFORE A DESIGNATED IIb1iK AMENDMENTS Z. GRAVITY LIVE LOADS' 4AWAWA1 *W 49AjV$ft OW A4 INOM9Jt: WIN" COARSE PRE CAST ON SITE, TILT-UP CONCRETE WALL PANELS. IS TO BE COVERED. AA V A '1/� IM61W WIDE LUSIGNS SMALL BE SEALED BY A CI11L Z SEE GENERAL NOTES SECTIONS: 'CONCRETE' AND 'STRUCTURAL STEEL' FOR �J;w ROOF 2S P CONCRETE. REINFORCEMENT BARS, AND EMBEDDED PLATE SPECIFICATIONS. IF AvcwL�bff+w ib�il�� TIM T1hlE 9rAP� di rrlH PROJECT. _ (SNOW BUILDUP IN ACCORDANCE WITH 1997 UBC APPENDIX CH 16) Y IFc�1R 1NS9RMIA11, W0El&O C**rMri SMALL CO)INFORM TO ASTM C33 3. THE CENTERLINE OF SINGLE MAT STEEL SHALL COINCIDE WITH THE ITE'J DESCRIPTION �� AAWVcfAV O>W cl1KI44IY!'IL`J6fW &wtfTrif SHM_L cow1FORM TO ASTM C330. CENTERLINE OF THE STRUCTURAL THICKNESS OF THE PANEL. PANEL!; WITH OW11AW M*W §m#ta Ili AYIf 1. ON TYPK II AND SHALL CONFORM 10 TWO LAYERS OF MAT STEEL SHALL HAVE A MAT 1-1/7' CLEAR ON THE r. FOUNDATION - REINFORCING STEEL a A OUTSIDE FACE AND 3/4" CLEAR ON THE INSIDE FACE SEE PANEL AAAVwtf, 04"so A• ApMtlK'[I F45 �I*iArt'N 0,114, M+tt4Ot APPROVAL OF THE ENGINEER ELEVATIONS FOR ADOITION.1L REINFORCEMENT REQUIREMENTS. 2. TILT UP CONCRETE WALLS - REINFORCING STEEL � '`ROVIDf, (2) /5 CONTINUOUS AT THC TOP, BOTTOM AND SIDES OF EACH �1� �'�Irw u 3. SEISMIC SAL" ELME INTIK Uf%ftr i AF6NMWPURB5 USED TO INCREASE THE WORKABIL I T Y 4. y OF 44 1W S9bYWl N61'► 91E Ctl�IDBRLD rO REDUCE THE SPECIFIED PANEL AND AT THE 11:•:AO, JAMBS AND SILL OF EACH OPENING AND EACH 3. ROOF - METAL DECK ATTACHMENTS �iAlli4i►L 3 SEISMIC ZONE J yW C Ery+ 6AAtL'`iUMI' CHLORIDE SHALL NOT BE USED. --UTURE KNOCKOUT OPENING IN THE PANEL. _ � � IMPORTANCE FACTOR ! 1.0 I. Q�JAf 690W,1�,5 V 6 Wcftr9 AFr 28 DAYS SHALL BE AS FOLLOWS: 5. THE GENERAL CONTRACTOR SHALL REVIEW AND VERIFY ALL PANEL 4. ELEVATED SLAB ^� - OBSERVE STRUCTURE BEFORE � 3 BUILDING TYPE R (CONCRETE BEARING / SHEARWALL) . . . . . . . . . 4.5 AWIIAM AW UAr�fi 0M �1bE . . . . . . . . . . . . 3000 PSI OIMfNS10N5. OPENINGS, BEAM AND ,JOIST POCKET LOCATIONS, WELD PLATE ?�.R S�6i11lt � (� � 4. WIND FLOOR SLAB POUR �MlJ f.ffi�l'IAft A W NOT (AW WI A4.S . . . . . . . . . . . . . 4000 PSI LOCATIONS AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL 'f: )f�wM� A1"� W SIC WIND SPEED e0 MPHLRIiOfiE'V AeyM1P S`M1MAui B![ 4 11lGJKBS t/- 1 INCH ErJGINE£R PRIOR TO CASTING PANELS. S.�L MITI �.. EXPOSURE , , , , , , , , , , , , , , , , , , • , , , , , • • • , , • , B •3_ MILK"- I41FiTIfltli. AIN& OLALGJNG 6f COW-M7E SHALL C014FORM TO 6. EXPOSED EDGES OF PANELS SHALL BE CHAMFERED. EXCEPT AT THE INSIDE y L'�! At IMPORTANCE FACTOR I . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.0 � IQWWA 'l AAAI ICAs" � AA�1lD SlwltCtlsIOAFTtOWt;. ALL CONCRETE SURFACES FACE OF OVERHEAD DOORS. AII�RME81T +MMqd�0 *Wft]g 19- 116 AB PLACED SHALL BE THOROUGHLY 7. SEE ARCHITECTURAL DRAWINGS FOR PANEL F1NI_3HES, REVEALS, CHAMFERS, opw ,JT ,4*owL7�MT ��I IlUftfBD• JA ffAMt% AAW VA"WIO& W%*1 ITA SHALL 8E REMOVED. FTC. STRUCTURAL DEFERRED SUBMITTALS 4. AU ftIWORS AC fWG;. W&OW Oft FABRIC, ANCHOR 80LTS, EMKDDED 8_ THE PANELS HAVE BEEN DESIGNED FOR THE IN-SERVICE CONDITIONS ONLY. Dow LAK OtAW§ AW~ M 0WOTS SHALL K WELL SECURED IN THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PANEL L!FTING CONTRACTOR TO SUBMIT DRAWINGS AND CALCULATIONS EIEARING THE SEAL OF =/Tukw >r w GENERAL IT M 000 1T® O AfCJN66 WWCftrE. PROVIDE STANDARD BAR CHAIRS DESIGN AND METHOD. A PROFESSIONAL ENGINEER LICENSED 1N THE STATE OF THE PROJECT TO 10 �" i6wo _ iRpgAW *10=16; A"tb; 1W WW1WA II`4 CONCRETE PROTECTION SPECIFIED. 9. LIFTING INSERTS VISIBLE AFTER FINAL CONSTRUCTION SHALL BE PATCHED ARCH TECTURE/ENGINEER BEFORE SUBMITTING TO JURISDICTION FOR REVIEW at '1�►Id",66-tiOw ,+ aft IFi1omr- OMI rK mooKS DURING CONCRE TE AND FINISHED TO MEET THE ARCHI TEC T'S APPROVAL. AND PERMI T TING ISA �pFjflNlkl # ,.W 00001- 1• THE P. CON'JECT SPECIFICATIONS ARE NOT SUPERSEDED BY TF'£ STF'I;CTUN'AL SAT Il;; bfplT IfgtNM�T 10. TEMPORARY BRACING OF PANFLS SHALL NOT BE REMOVED UNTIL AFTER fIET/XT1L �Ic ENTS NOTES. CONSULT THE SPECIFICATIONS FOR ADDITIONAL S SHALL TAK_ 7- W ;fll�le!lbo p� RtI11WrORCLmENT BARS SHALL bE AS THE SLAB LEAVE CUT HAS BEEN POURED AND THE ROOF DIAPHRAGM of IN EACH SEC110N, NOTES AND DETAILS IN THE DRAWINGS SHALL TAK_ MUM"$: M AN(f11 PPO-46 SPI TIIOIM 77 FOR CONDITIONS NOT NOTED.) CONSTRUCTION HAS BEEN COMPLETED. ITEM AMA` piYlE'7Mk PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. AA. VAVMM &1W A"Wr AA& 0EJt'IW'AIw1ENTLY EXPOSED TO EARTH . 3" Ql 06 kv Poo I Z• THE CONYRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. �. L?SWKItIIiTIf iTCC g k OR• WEAFTMEp: I. OPEN WEB METAL JOISTS AND GIRDERS 1>tiM THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR 9L EIS ,/b AAlffl u,/Rf'�If� . 2" _ MWD 9911M1� INCONSISTENCIES. OARS 49 A%W IMAi4�. . . . . . . . . . . 1 1/2' STRUCTURAL STEEL 2. CONCRETE MIX DESIGN 3. DO NOT SCALE DRAWINGS; COORDINATE DIMENSIONS WITH ARCHITECTURAL C. 1'f W I£kRWO' r6 A�ArtTMER OR IN CONTACT WITH GROUND: m 'I fA t��df�ilf ORl.M'INGS 4• SAW• �M1Al4, J6OW§ - Off *AWS AND SMALLER. . . . . . . . . . 3/4' 1. ALL. W-SECTION SHAPES SHALL CONFORM TO ASTM A992, OTHER 3 DESIGN-BUILD STAIRS f* 1*01 ALL. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 1997 WAMS, *%LW*rG; - MU. S,,Jfj"tAP5, SPIRALS . . . . . . . . . . 1 1 /2" $F VIH fiA.IsE 1/2- STRUCTURAL ;TEFL ROLLED SHAPES AND PLATES SHALL CONFORM TO 40 E1F5 UNIFORM BUILDING CDDE WITH AMENDMENTS. 8. 11iFORlalllp , � ,Jtgrg SOIOLi W (WADE 60 AND SHALI. ASTM A3i& 4. ATTACHMENT OF MECHANICAL UNIT TO SUPPORT Ar S. . ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: rCIOW9fiM +19 AIfiS7TIM A V OW *M POO` WELD TYPE REINFORCING STECL. 2. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A.53 TYPF. E OR S. 41mm A. SIZE AND LOCATION OF ALL INTERIOR, EXCEPT �*V E §kiA4 *W LIEF rWELDED,LDED, WELDED, HEA;EC OR GRADE 8 OR ASTM A501. MILL TEST REPORTS FOR STEEL PIPE SHALL BE Ey 4AfA iN B. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NOTED. NOONN BEARING ,� cy11t1M INl1aK#4 60 11149 6*Wr*ACT DOCUMENTS OR APPR, VED BY SUDMITTEU FOR APPROVAL. 1aECT 4AFg 1 w.01 PARTITIONS. wIN411.� WR& !fl06ANICL�k' 3. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM X4500, GRADE B Skw irk C. SIZE AND LOCATION ALL CONCRETE CURBS, FLOOR DRAINS, SLOPES. J»IEl.A111G 4if11UF1IttSi�iA�lFitrll 11b0%, 0W* APPROVED BY THE STRUCTURAL (FY - 46 KSI) Ep AWL DEPRESSED AREAS, CHANGES IN LEVELEL,. CHAMFERS, GROOVES, INSERTS, ETC. 6WOW-M.- ' OKU (DWOW W 11® 94WRICAM WELDING SOCIETY Si'ANOARO 4, ANCHOR BOLTS SI IALL CONFORM TO ASTM A307, UNLESS !VOTED OTHERWISE. SPECIAL INSPECTION E' 40014 A w � 914. JAXV Mt111tPW If 76 lc �tgCTP009S SHALL BE JSED IN WELDING 5. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM fJc1yT D. SIZE AP'0 LOCATION OF ALL FLOOR AND ROOF OPENINGS. EXCEPT A5 AM Af1NIF61RAlNy t AfbS 116) i,3� SrM,tGTUR,rtL STEEL. TO THE A15C 'SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - IN ACCORDANCE WITH UBC CHAPTER 17, INC FOLLOWING TYPES OF WORK REQUIRE W JT/ d .#,�/W SHOWN. 10. OfTiAIL C 10r V RgJw6ftgj wr RARS AND ACCESSORIES SHALL ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN," 1989 EDITION, WITH SF;ECIAL INSP,:CTION AND STRIllCTURAL OBSERVATION UNDER THE DIRECTION OF �F/ {� E. FLOOR AND ROOF FINISHES. OO►,fp�gMl I►� RINE I�C(4gM�j6Nh4r1(51t5 OP THE A.C.I. DETAILING MANUAL, AMENDMENTS, AND THE A, / SC "DOGE OF STANDARD PRACT;C£ FOR STEEL THE ENGINEER OF RECORD. SEE THE SPECIFICATIONS AND DRAWINGS FOR vv ,F�,Tj, F. STAIR FRAMING AND DETAILS, EXCEPT AS SHOWN. MAGI S3OAIAtt>T1 7> BUILDINGS AND BRIDGES,' 1-486 EDITION WITH AMENDMENTS. ADDIi!ONAL REQUIREMENTS FOR INSPECTION AND TESTING. Flow ,ice , G DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. 11 GROW *00" N *SIM-!*AA1WALBL9 CROUT CONFORMING TO ASTM C827, 6. OPEN WEB STEEL ,JOrSTS AND JOIST GIRDERS WITH THEIR BRIDGING, BRACING, �� raj d. SEL MECHANICAL, PLUMBING, AND ELECTRICAL DRAWING; FUR THE A W ;kOJ4L �rMAI� * 1'FIEitS, Cdllli►flE.';SIVE STRENGTH AT 28 DAYS OF END SUPPORT AND ANCHORAGE, AND ERECTION STABILITY AND HANDLING FOLLOWING: SW PSI- OW 004T11K, 611 &AKS PI*riTS (MILL NOT 8E PERMITTED. REQUIREMENTS SHALL CONFORM TO THE APPLICABLE STEEL .JOIST INSTITUTE ITEM PER CHAPTER 17 DESCRIPTION TYPE PMD *�M'l'04% ETC., EXCEPT AS SHOWN OR NOTED. w PIPE RUNS, C!EVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, 1Z, 00%* fW =OWL !;*y 49 LA40 00 ANO CONSTRUCTED TO PROVIDE STANDARD SPECIFICATIONS FOR STEEL JOISTS AND JOIST GIRDERS, LATEST -f:; 'SBR� B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND S'JABS- ^ --+ _ -- --- . TOP CHORDS OF JOISTS AND JOIST GIRDERS SHALL CONSIST OF 1. CONCRETE - STRUCTURAL CONCRETE PERIODIC F,1 T 1a, 'Q4�R w � 6A1NlllRl�tlS/�1lQl�BS. EDITION.VR 01K (,� SiMMA.L 146'r EXCEED t EXCEED 30 PERCENT OF SLAB ANGLES OR TEES. _ C. CONCRETE INSERTS FOR FIXTURES. iMftS AHt� ►MAl1l Iwil1� tliKrvrl►<:Ic► tOF AND LxOTTOM REINFORCING. 7. SUBMIT STRUCTURAL DESIGN DRAWINGS AND CALCULATIONS (80TH BEARING 2. BOLTS INSTALLED - WEDGE ANCHORINS'.4LLATION CONTINUOUS 190 D. SIZE AND MO LOCATION OF MACHINE OR EQUIPMENT BASES, ANCIVOR UNLIM Vft$FIIfANlIy WITA�II;i* t'Y'f1M"W(SE CONCENTRATION OF CONDUITS THE SEAL OF A PROFESSIONAL ENGINEER REr.ISTERED IN THE STATE OF IN CONCRETE WHERE INDICATED ON DRAWINGS 2.0 4►La1►' BOLTS FOR MO �UIYM1dkt TOR MOUNTS. OR f11RES 6NMAIIL �` A(V�S111+ * tsT wHERE GN TAILED OPENINGS ARE THE PROJECl1 FOR THE DESIGN OF i•HE STEEL JOISTS AND JOIST GIRDERS. bi►� 7. METHODC, PROCEDURES, AND SEQ.:=NCES OF CONSTRUCTION ARE THE $wpym, - ALL EPDXY ANCHORS 1+18 APPROVED DESIGN DRAWINGS SND CALCULATIONS ARE TO BE SUBMITTED 4w ALL Ariew NECESSARY RESPONSIBILITY OF THE CONTRACTOR. THE ANDCONENSURETOR SHALL TAKE •14t, PROM" OW ,tWWN6 ARILS ,WCTRICAL OPENINGS IN CONCRETE TO JURISDICTION FOR REVIEW AND PERMITTING. 4MRIZ/INR JRF�bWL ALL NECESSAkY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY , 3. REINFORCING - REINFORCING S7E£L PLACEMENT PERIODIC -mm �Illr+m� l►'Ti�+r- S%W I>RIA11AlIL4 ctF)f 16sr T4k lyt;I+N G."MOf.ItErE IS NOT PERMITTED EXI Pt 8. NEED! IG SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD STEEL 1'd FOUNDATION AND TR T WALL �{yMC ,�� IOWIW OOAOW OF THE STRUCTURE C ALL STAGES OF CONSTRUCTION. JLM 6 F. *�TjIFr1' �vw 4rggyCYr jpL BJIGIIIEER pY ADVANCE OF 01.1 LATEST EDITION. ELECTRODES FOR SHOP AND FIELD WELDS SHALL PANELS A K. I!. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT Qp�/(fff4� *�T S�64NIM 61M rIMC � pC,fi. t, , CONFOI�.A TO AWS A5.1 OR AWS AS.S, CLASS E70XX. SUBMIT � �� XAMY' THE F''NISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF 16- CAM" 0%" W3W OW Q4i.� T-9 7wKAr IS TO RECEIVE A RESILIENT SPECIFICATIONS OF PROPOSED SUBSTITUTE FILLER METAL. FOR APPROVAL. 4. WELDING - ALL FIELD WELDING PER UBC ID AGOW dlMltiE CON4TRL CTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES 7111E rFNI1SM SMhAI:L AA i, * ITEM' 11MC TILE MAAIJiACTURER BEFORE USE.. 9. SPLICING OF STRUCTUR4L STEEL MF.M9ERS WHERE NOT DETAILED ON THE - ALL ;HOP WELDING CHAPTER 17 NECESSAA r TO PROTECT THE STRUCTURE, WORKERS AND VISITORS DURING IF w fW CONTRACT' DOCUMENTS IS PROH16;TLD WITHOUT 1HE PRIOR APPROVAL OF �r CONSTRUCTION. SUCH MEASURE SHALL INCLUDE, BUT NOT BE LIMITED T0, THE STRU!'tU - BRACING, SHORING FOR CONSTRUCTION LOADS, ETC. VISITS TO THE SITE RA� ENGINEER A5 TO LOCATION, TYPE OF SPLICE AND + /LOT AWL ITEMS. I BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE REVIEW OF THE ABOVE f0. HEADED CON07COHNEC TION TO RE MADE.FTE ANCHORS SHALL B£ NELSON HEADED CONCRETE ANCHORS (OR APPROVES EG'UAL), AND SHAD CONFORM TO ASTM AIDS. Lo JAW>MPLT 9. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL ELEMENTS UGW "Go% 1 MOWIK LL I,{IIE iSiW �L ANCHORS SFfAL.I 8E AUTOMATICALLY END WELDED WI Th SUITABLE STUD LL.►� '�1G �w�, UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. WELDING EQUIPMENT IN THE SHOP OR 1N THE FIELD. WELDING `''LACE BE 5. MASONRY - REINFORCING, GROUT CONTINUOUS L•pMtGIT 1 1. ;IAOhftT-r(iApE �1 s d14ppM• ray, IN ACCCROANCE WITH THE RECOMMENDATIONS OF THE NELSON STUD r1 10. CONSTRUCTION LOAC (MATERIAL AND EQUIPMENT) SHALL NOT EXCEED THE A. A" /A^4Nt4 ctMwAS19 6 �y s ;Tsi ' FOR I'd-GACE AND HEAVIER. MELOIN COMPANY. PLACEMENT PER UBC: %111116 CHAPTER 17 ,MAIL SIGN LIVE LOAD PER SQUARE FOOT, PROVIDE ADEQUATE SHORING ;.NO/ !8- Ak$11Wt At-4W cf�6A- AR ((I>'y � ,� K:� FOR tF;-GAIGE AND LIGHTER. 11, 1><�uRMF_Q BAR ANCHORS (DBA) SHALL BE NELSON DEFORMED BAR ANCHORS _ � �� OR BRACING WHERE ENTIFIED, T HAVE NOT ATTAINED DESIGN STRENGTH. 2- Al�L .4AARItIArTl141oJ. fsfML^ITI1411{. ,41016; ,��,1'IIfIr_ArION OF LIGHT-GAGE STEEL_ (OR APPROVED EQUAL), AND SHALL BE MADE FROM LOW CARBON STEE'. A 40 �` ` 11. WHEN I DETAIL N IDENTIFIED, THE CONTRACTOR SHALL APPLY THIS DETAIL 4+.1Mr11NG 'SkM W cp4illh'S1HM1 1�iF ISE SWrIMS 2217 AND 2218 AND AISI CONFORMING TO ASTM A496. ANCHORS SHALL BE AUTOMATICALLY END- IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER �AIFIL'iu>t� ` OR NOT 1HE: REFERENCE IS MADE IN EVERY INSTANCE. x MELDED WITH SUITABLE WELDING EQUIPMENT IN THE SHOP OR IN THE FIELD. AfEIC S• �PRSJJKW Alin A9%V- '1RIfS, 04lta(WW6;:. &UT NOT' LIMITED TO, TRACKS, MELDING SHALL BE IN ACCCRDANCE WITH THE RECOMMENDATIONS OF THE MFH 'CLIPS, �i8 ViffUgft, A6640K. FAF1r1JWNC DEVICES AND OTHER NELSON STUD MELDING COMPANY. AAG'tL%OfII£S WcRStW10 ►F61K AA CrhOPLgrL ANO PROPER INSTALLATION. IM19C p1 4, W$STAkLtI 4ifd16KtN /fid lt?M61r 1!M Ut*`T-600 STEEL STUD WALLS IN OMC 4w A -wom Ki, '�UORb1AMQE uW!!o4k+ 111kt1r tiAWWpAf+CURER'l" S RECdMk/END,+ATIONS AND AS MASONRY _ *01//' 40~ ';TFfAMIN ;141 1>Nrtf ( i06):bS OVfiM �AWAI FOUNDATION 1. MASONRY UNITS SHALL BE GRADE N HOLLOW CONCRETE TE UNITS CONFORMING Ak w ---- 3 A16L9 ,LtOkti►- •6A 4R 1; r> Aallt . C6510WLlCtI(�c1S, EXCEPT WHERE SELF - TO THE REQUIREMENTS OF ASTM C90. ALL MASONRY ASSEMBLY SHALL DRU" F PI DEVELOP A MINIMUM 28--DAY COMPRESSIVE STRENGTH FM' AS FOLLOWS: 1. THE SUBSUF'FACE INFORMATION AND FOUNDATION DESIGN ARE BASED ON �6. �1� `SkMAUL t41RIM iT® /AM6 �C�pl�rl�•�_ WELDERS SHALL BE� ,}ITT Wlf►� f9�sWiMf rWclts►rlElKfi NON BEARING INTERIOR WALLS 1500 PSI �I, ,Tec �S OFVVyTr, A Ecu T PREPARED BY G0 0. TH , INC.. GEOTECHNICAL CONSULTANTS, S�R7fIflffsP � "fir IIhW-di�Ag §I►g�gl; UNW* AfWS -WCIFICATIONC. WALLS AT MEZZANINE 2500 PSI r pi►s�Mq+;4 A" rw p�la/[pr r REPORT DATED APRIL 7, 2000. THE CONTRACTOR SHALL PERFORM EXCAVATIONES, f. F1S�ItWNA>TtpMv LJ ..�,g STEC1. SHAibES RfF£k TO - 9D AtI7li�ef �jr�`xb+• ' � � � �, W)t FOOTINr, CONSTRUCTION AND PREPARATION OF THE SUB GRADE UNDER THE MASONRY UNITS SHAL_ HAVE THE STRENGTHS SPECIFIED IN TABLE 21-D 9F1/OgF *KW 40W y� � Yip h ,air►rV '1+H4�C TNI ;VW fV�AAiW+AF?Il'SIM' REPORT 4943 OF THE METAL STUD AND SHALL NOT CE 'NSTALL£D PRIOR TO ATTAINING THE RECIJIRED yH 1flt+Ic'piir w►^'�'i' '?w rlIMT�CtI v 1N SLAB ON GRADE IN ACCORDANCE WITH THE: RECOMMENDATIONS CONTAINED ,'NOW VE cpL�c�l,�I� IN THE GEOTECHNICAL REFJRt 4N0 THE PROJECT SF'£CIFhATIONS. 28-DAY STRENGTH. WALL THICKNESS SHALL BE AS SHOWN ON PLANS. ppwG -� a• '3&ff'T AWITiU .M6 '5+rS4u1L N 6M• rWB WAKE SPECIFIED IN THE DkAWINGS � .- Z. THE FOUNDATION FOR THE STRUCTURE HAS BEEN DESIGNED FOR AN 2. MORTAR FOR REINFORCED MASONRY SHALL CONFORM t0 ASTM C161 AND P,J aFiY1EL A4fliMA' aR. uMMFsA£ 'OTO MItUf !l WT IM 64•'1ASW1• SKIN.:, N RA TED BY THEIR ALLOWABLE SOIL-BEARING PRESSURE OF 2`,00 NSF. �MIMI4JFAAC,'1y1f�R ,�; mpg; �I�y L(� CAPACITIES !N SHEAR AND ASTM C?.70. MORTAR SHALL HE TYPE S. 1Q �P{/1if 3. FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION, WHICH DIFFER +T�£'1191�i111 ARr tliEAh�'fI fij PIJBI.JS O (P/ ICAO EVALUATION 3. MORTAR SHALL BE MIXED B" MECHANICAL MEANS AND PROPORTIONED BY 4iMl�l.Aw" " FROM THOSE DESGRIE+FD !F� THE GEOTECHNICAL REPORT SHAD_ BE ACCURATE MF.ASUREMENT ACCORDING TO UBC TABLE NO. 21-A. SHOVEL PLI�ID/SDlX p,,�,,yy�; W "- 4100 OF 1TlklE IA�IIALII 4T164 NA4EIUMACTURERS' ASSOCIATION MEA`,UREMENT 'PILL NOT BE ALLOWED. - ' ��■� REPORTED TO THE 5TRUC i"URAL_ ENGINEER ANO/OR GEOTECHNICAL � �I AiWE I - ENGINEER BEFORE FURTHER CONSTRUCTIGW IS ATTEMPTED. OR '14 #�� SI�1TIW 4. AGGREGATE FOR MASONRY MORTAR SHALL CONFORM TO ASTM C144. - P;5 4. EITHER SURF WILL PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM 5, GROU T FOR REINFORCED MASONRY SHALL CONFORM TO ASTM C476-83, � A 1*0` w EITHER SURFACE, GROUND, OR SEEPAGE WATER. WITH A 28-DAY COMPRESSIVE STRENGTH PER TABLE 21-0. PSI off`o,DIA Fw 5 ALL ABANDONED FOOTINGS, UTILITIES, ETC., TIIAT INTERFERE WITH NEW 6. AGGREGATE FOR GROUT FOR MASONRY SHALL CONFORM TO ASTM C404. PT ME*yyr uffo"* �... .._ ,`_.. coNSTRUCTION SHALL BE REMOVED. 7. SPECIAL INSPECTION) OF MASONRY 74ILL BE PAID FOR AND PROVIDED BY REF ,.. THE OWNER FOR THIS STRUCTURE. AEI) d. IT PREPARATION AND OVEREY.CAV.H RECOMMENDATIONS PA TIONIONS (R• SOILS SHALL �,TA� L>ti� 8. COMPLY WITH UBC SECTIONS 2104 AND 2105 - CONSTRUCTION AElIRED �'D BE PERFORMED 1N ACCORDANCE WITH REC0INMENGATIO!!�S PRESENTED IN ""�""�' -�--- �------ THE SOILS REPORT REFERENCED ABOVE. REQUIRF_MENTS AND QUALITY CONTROL FOR MASONRY. 1• iAf?T�1L 9fitlK 9MMAILL *,►1 d1fIM rb 'KIT CIFlCAtIONS OF THE STEEL DECK 9. ALL REIKFORCING FOR MASONRY WALLS SHALL BE GRADE 60 CONFORMING SLH/BCNED 7. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL lllSr�ffitlT�£ CRIBBING, SHEATHING, AND SHOKING REQUIRED TO SAFELY RETAIN THE TO ALL PROVISIONS OF CONCRETE REINFORCING SECTION ABOVE. �� M6RIML�G _ ~ EARTH BANKS. Y• *OOH �� SNOW LUTE OOFM r,� 36, OR APPROVED EQUIVALENT. 10. PROVIDE HORIZONTAL BOND BEAMS AT 4 -0' O.C. WITH (2) 05 CONTINUOUS, � 1Itr w ;IE£ Pl/* % �� LAX o' M;" UNLESS NOTED OTHERWISE ON THE DRAWINGS. SLAV fM1O1i' tkG OV4 8• ��`� � 9<T�R4'M[� Eta F=i;JRO;. CdVtVEf'T C(X1IPOSITE FLOOR DECKING TO 11. REINFORCEMENT PLACED IN BOND BEAMS SHALL BE LAPPED A MIN11wUM OF S15 �£��, �,, 541�'G '"IIID �It� rM!%iTMM 1%�'' gl'ri''�CtlVg DIAMETER ntJpOLE (FURICW) (40) BAR DIAMETERS AT SPLICES. PROVIDE CORNER BARS OF EQUIVALENT 9p/yaAfflt9fS JLLElcfJS MFCT1k ArR W- M 1t it SHEET t0 DECK FLUTES AND WITH (4) SIZE LAPPED (36) BAR DIAMETERS AT CORNERS AND INTERSECTIONS OF SPE=C , ��1 OU�uRAL 'UN1,/y" ,TJI,ME �I4►M!f�LE7F V�dl� >>� SW1tEt F>Elt•Pt�NDlCULAR t0 DECK FLUTES.( I AWALLS, UNLESS NOTED OTHERWISE ON DRAWINGS. �� W "AW = y I� �t BY MANUFACTURER. WELDED SHEAR 12. EXCEPT AS OTHERWISE SHOWN, REINFORCE AROUND ALL OPENINGS WITH: $TA 9T pM1t 'S7L+�5 AfiE AI1'f>�'rTAA� IO� %JEt'L 4M IbU{iD1tt 1NLLD5.LOS. 4• - (2) 15 x OPENING WIDTH PLUS 4'-0" AT HEAD STIFF �� , 'MEQ "4LW AMO-b�f/FPIKIW F16k LIOIT-GAGE WELDING. IVNL - (1) /5 x OPENING HEIGHT PLUS 4'-0" AT EACH JAMB 5• M JF1Mfb 61011 IsIiAHI;• BUrrON PUNCH SIDE LAPS AT 1'-0" Tdi6 191'AWW�i1►'' 9M 1.3. IN CONCRETE ELEMENTS SUPPORTING MASONRY WALLS, EMBED DOWELS TO T/ W_w Tr ( APMATCH SIZE AND LOCATION OF VERTICAL MASONRY REINFORCEMENT. LAP � s$1 ''d• P* AAQQEss'II�IJE t �IfJC rtAiAMMIlCla1" r F•IL POWDER ACTUATED TL DOWELS AND VERTICAL REINFORCEMENT {48) BAR DUMETER!' 70W AW�� ' >� &W ARVti4 !lfSW'VAH.BIUT SUBMIT TYPE AND N w_ Awl OF 011W 11.9 IRE U►►,� v SITSN LAP CONVECTION AND IC80 TABLE 14. PROVIDE BAR POSITIONERS FOR ALL VERTICAL REINFORCING. ? `~ s"mw W rfAAM'AA!AJ>Tx tv frME §YST'gNf. IF AA TERN OF FASTENERS 15. PROTECT ALL MASONRY UNITS, STORFD AND ERECTED AT JOB SITE, FRQA T Ai NSy 19W~ _ IKW fTHE ELEMENTS. n 1Ilpf Sim �ifi4M►IIfiF>IJ I* W IAM A * 164 SCALED LED BY A PROFESSIONAL A 2 ago"R AWb` fAW IW "RW sr*IT ESM ;Its PlMSCT WILL BETW 1�tw" Re/92A71IJ/00 A T/A - 10ktf *ITITAPgI+MMfflMf► 6Y5.7►W SW 5ULD K DESIGNED FOR LIONlwo IWWI owb1how•llsl►lyl. 1410 Ifs. 09Rr A WTJa OL 4M/ MR?H 7__ 4w lMp�pIMC � OF Aw f 11 W/O MI'14/1�lT 4MAF aEw AIM91 Ajq"w, 0s MONISM of >R � - ----� • I • rM" •411w tri'. 'r + ...o, ��, �,,�.._. +_""'_'I-� i '� T �"'• ,.. . .w , ,. 6 10 i? a 3FUA 160 Am ., .,,.. , _Y .. •--_,,,,,,,,,,,-,,,_M _. _-_ ituh �nnh c nnh r 1 i nnG1�i ouh i Iola 1 udi�nnh uoh n orrlr r nnlnn nnhm a mih �nuhlTilnnln nnL�� I�; ._ ..... .. •-.��. -.-.. a.� ._.. _._ .. �,rr.- . .��F«.M., ,..a,r+6idMNrk- -.d+�.w«a1 re�..Ma r,-V�",� - �' _, ..... ....w�wOr,,• .,,s..n�.,e_w„m.r._w.,...r,.........aw.,a,,....•.a•... .. ,-..fir.. ..r^ . � 5� P� n 2' 0 N 0„ MM MIN 2 3/4' NOTES: o N MIN COMBINED MIN TYP 1. SLAB OPENINGS WHICH ARE CLOSER TO ONE ANOTHER THAN THE DIAMETER OR SHORTER n OPENING TRIM BARS SIDE OF THE Lh7'',ER OF THE TWO ARE CONSIDERED TO i-ORM A COMBINED OPENING. o 0 TRIM BARS -�- 2. THESE DIAGRAMS ARE FOR COMBINED OPENINGS WHOSE URGER DIMENSION DOES NOT ;t < EXCEEu 3'-0'. SEE PLANS FOR OPENINGS LARGER THAN 3'-0'. v b `':.:V J. TRIM BAR E.XTENSiOFI PAST EDGES OF COMBINED OPENINGS SHALL BE 1'-0" FOR 04 < Se .� 7 BARS AND 1'-6' FOR 05 BARS. t TRIM \---COMBINED 4. DISPLACE SLAB PRINCIPAL REINFORCEMENT TO EACH SIDE OF COMBINED OPENING ORMICT1 8 M' � / \ X 1'-0' BARS p V-0' MIN OPENING PUCE BETWEEN INDIVIDUAL OPENINGS. DO NOT CUT SLAB PRINCIPAL REINFORCEMENT- ��- \D v R MAIC __ 5. TENDONS WAY PASS BETWEEN SLAB OPENINGS WHEN THE DISTANCE BETWEEN OPENINGS � � W 6 SLAM 0mis Q ^3'--0" MAX IS GREATER THAN OR EQUAL TO THE SLAB THICKNESS PLUS (N-1) TIMES 3 INCHES, �' i r $ w WHERE N IS THE NUMBER OF TENDONS IN A BUNDLE OR DUCT. TENDONS MUST FOLLOW N w o 314* O ~ B A STRAIGHT ALIGNMENT (IN PLAN) THROUGH THE COMB!NEO OPENING AND FOR AT LEAST U --- -- 90 DE019EE BENDS Q CLR � �i __3'-0"_MAX 8•- COMBINED 24' ON EACH SIDE. A �e ` TV � STD MIN OPENING 6. SUBMIT SPECIAL SITUATIONS TO ENGINEER FOR REVIEW. a COMBINED HOOKS TRIM BAR REQUIREMENTS: -D p OPENING 09IF THE COMBINED OPENING IS SMALLER THAN 1'-0", PROVIDE (1) /4 TOP AND LIOTTOM BETWEEN OPENINGS. /1 4d OR 2 1/2• MIN -6d OR OFFWT t 3~ I o x B •1F THE URGER DOWENS10N OF A COMBINED OPENING EXCEEDS 1'-0" BUT THE SMALLER �1� 3" MIN Lu c aL 001 0 c/ --�`�` DIMENSION IS :.ESS THAN OR EQUAL TO 8', AND PROVIDE) THE COMBINED OPENING IS AND co 't o ALIGNED WITH THE PRINCIPAL REINFORCF4ENT, PROVIDE (1) 04 TOP AND BOTTOM r 1O EBEN �O t3 to H ONOTES: ; BETWEEN OPENINGS. I I. THIS DIAGRAM 15 FOR (SOLATEU SLAB OPENINGS WHOSE URGER DIMENSION IS Q �•IN ALL OTHER CASES '�IFIERE OPfN!NGS ARE ARRANGED IN A SINGLE LINE PROVIDE (1) 04 �----- BETWEEN V-0' AND 3'-O'. NO TRIM BARS ARE REOUIRED FOR ISOLATED SLAB TRIM - TOP AND BOTTOM BeTWEEN OPENINGS AND (1) 05 TOP AND BOTTOM AROUND PERIMETER �^ D o - REBAR SIZE 0 OPENINGS SMALLER THAN 1'-0'. SEE PLANS FOR OPENINGS LARGER THAN 3'-0'. BARS 2• OF COMBINED OPENING. ( 3 THRU 6d I PROVIDE (1) 05 TRIM BAR TOP AND BOTTOM ON EACH SIDE OF OPENING. � MIN TRIM •WHERE INDIVU)UAL OPENINGS OF A COMBINED OPENING FORM TWO OR MORE ROWS, THE • BAIQS d S „ THRU 11 8d BARS SHALL EXTEND 1 -6 PAST EDGES OF OPENING. TYP � � 3 -0 MAX ROWS .!•.ALL BE SEPARATED TED BY AT LEAST 8 OF CONCRETE. PROVIOif. (2) 04 TOP AND 3• DISPLACE SLAB PRINCIPAL REINFORCEMENT TO EACH SIDE OF OPENINGS. 00 NOT BOTT�JLVI O TWEEN ROWS OF OPENINGS, (1) 04 TOP ANU BOTTOM BETIVEEN OPENINGS IN DE EE 14 Jc 18 1Od CUT SLAB PRINCIPAL REINFORCEMENT. O .- O THE PERPENDICULAR DIRECTION, AND (1) r5 TOP AND BOTTOM AROUND PERIMETER OF C+ 03 �R #5 44 ' r COMBINED OPENING. PROVIDE STANDARD HOOKS WHERE BARS TERMINATE WITHIN THE ri"NTRIM BARS a 2 TRIM BARS P COMBINED OPENING-- 04 I ' a TYPICAL REINFORCING BAR BENDS 90LA ED SUB AND WALL OPENINGS NO SCALE FOR MULTIPLE SLAB AND WALL OPENINGS NO SCALE aQ NO SCALL SEE 2/51.1 FOR TRIM BARS AT ISOLATED O°ENINGS SEE 1/SI.1 FOR TRIM BARS AT ISOLATED OPENINGS -� L 4x3x1/4 TYP, LLV Af::rNUTS: T FRAMING MEMBER ►WS SHALL NOT PASS L4x4xl/4 I - I - S(E) REINF STEEL STD LAP PER St0 HOOK PER TK*1O<1GH COL. COL FTG . - - JI C6x8.2 r E DET 12/S1.1 DET 4/St.i OR UND[R COL FTG DEVELOPER • STEEL DECK B i >_(bI STEEL DECK \ _-- -IDIGP,ifr1G FOR PIP[ TR[NCH DE5�1 1 M� .�. -�. A I - 1 3/4' PLT+: WELD AT rn ~ f H b ` - - TYP VERT BAR-� *_ P'AOALUL TO FTC SHALL NOT - I - I o -� '� KV MS W-LOW THIS LINE 3/4' PLUG WELD _ - -I- I EACH BEAt`ING TYP s AT WALLS) � \ EACH SEARIN^, - -I- M ( 7 DAMSON TYPICAL - -- -- - W QpT10NS WE1PAN MToFTC � STEEL BSC NOtE: PLATE OR ANGLE 3ro*t - - - - - SEE � Ar 2/S1.1 FOR w 4-0 MAX � ADD'L REINF 1N SLAB 1 1 r E A • B TYPE B ONE LAYER REINF s'i "m Save. REINF PER I/S1.1 EO HARLEY- EQ EO _ SEEE 2/51.1 FOR PLAN ~ LAKE BEVEL GROOVE WELD URE V GROOVE WELD A 2-0 MAX ADD'L REINF IN SLAB it/ppe Y' DAVIDSON 4 EXTRA PYP 1/4' Q W/ -STD LAP PER STD HOOK PER - VERT BARS 2" MIN BRC (2) 5/8' MB - -- BAR MIN WELD SIZE LENGTH 1N INCHES NOTES: j DET 12/SIA DET 4/S1.1 (AT WALLS) - DECKING . . TYPE A TYPE B OF "FULL SIZE" WELD 1. USE E70XX ELECTRODES FU:. 0- WWF BM 0 S (E)-0.4S (E)y0.6S TYPE A TYPES GRADE 40 STEEL TYP 3/18' CLOSURE -� 2. USE E90XX ELEL ?ODES FOR CHANNEL L ALL AROUND 3 3 16 3 32 1 8 Z 1 1 2 GRADE 60 STEEL. --+ fQ GA T�° t/s �-(4) PYP VERT-- - CLOSURE L 4 1/4 1/8 5132 2 112 1 112 i /' 3. PERIODIC INSPECTIONS REO'D BARS (AT WALLS) TMP ll AW- OPENING S 5/161 118 3/16 3 1112 _ t I n - --- FOR 05 BARS AND LESS ONLY _ L4x4x1/4 t/4 •' JOIST 6 3 8 5 32 1 4 3 1 2 Z 4. MATERIALS, OIIALIFICATJONS OF ~* OPENING 7 7 16 3/76 9132 4 2 1 i 8 1 2 7132 5/16 4 1 Z ? 1 2 WELDING PROCEDURES AND �� V4 L 7x4x3/8x0•-6' WELDERS ARE TO BE VERIFIED , MN s _9/16 1 4 11 8 5 2 1 2 BY THE SPECIAL INSPECTOR TWO LAYERS_ REINF THIS calls K �/ Lrl► A A B C ---- 10 5 8 1 4 3 $ 5 1 2 3 PRIOR TO THE START OF WORK. B SAME AVIrM AS ffO A 1 A 1 �s0c.2rL`._N1NG IN METAL DECK s"e'/ OPENING IN METAL DECK 5/116/00 a e WELDING OF REINFORCING STEEL s REINF AT CONCRETE WALL AND g re'NGRADE REAR _ On TO 24 NO SCALE 24 TO 4!! NO SCALE 4 �.� NO SCALE o �.� F0O-RNG INTERSECTIONS NO SCALE o SL1 pp� l AT C NO SCALE BAR-LOCK MOT MECHANICAL COUPLER NOTES BARSPLICE PRODUCTS BAR- N. SLOPE t0 BE i VERT (MAX) GRIP COUPLER (COLD-SWAGED TO 2 HOR,Z LION BAR LENGTH (INCHES) --- MECHANICAL SPLICE) 2. LOCATE STEPS AS REQ'D SIZE f c-3000 PSI tc-4000 PSI Pc=5000 PSI /'c-6000 PSI cm� ER1CO LENTON TAPERED FLANGED COMPONENT -DOAFL-IN COMPONENT 03 28 25 22 20 ` �"- S G_ _� THREAD COUPLER WITH FEMALE THREADS WITH WALE THREADS sN 38 33 29 27 I ) 03 47 41 36 33 II !41 N -- P_EF._ PER-- f p6 49 44 40 NOTES: 12/S1.1 f2/Si.t -- - 1. EITHER 'THE BAP.SPLICE PRODUCTS BAR-GRIP COUPLER, THE ERICO LENT-ON TAPERED 1 -� r OF FA jM 2x RISE 12' a I a 07 81 71 63 B THREAD COUPLER OR THE BAR-LOCK WST COUPLER MAY BE USED TO SPLICE REBAR. i - 08 93 81 72 66 COMPLY W/ ICAO REPORTS NO. 3848, 3067 OR 5064 RESPECTIVELY. FOLLOW FLANGE ATTACHES 11 G--AFTER FORMS ARE WO PAW TO INSIDE OF FORM I I STRIPPED DOWEL-IN �► 09 105 9t 81 74 MANUFACTURER'S RECOMMENDATIONS. g1r�filp1� �[ F(* ft"It 010 118 102 92 84 2. AT 'I�HE CONTRACTOR'S OPTION POSITION COUPLERS MAY BE USED EXCEPT THAT THE 11 COMPONENT THREADS �1' M. ERICO LENTON P8 COUPLER MAY USED ONLY IN COMPRESSION SPLICES W/APPROVAL 1 1 C4 oZ 42x r I I INTO FLANGED COMPONENT � �1 131 114 102 93 OF THE ENGINEER. MMdUF�tiC�►'44dfrR '� '`00 X az 3. SPLICES MUST HAVE STRENGTH IN EXCESS OF 125X OF THE SPECIFIED YIELD STRENGTH tot" J 41AWGROUP MACKENZIE 2000 RISE OF ASTM 0615 GF'. 60 REINFORCING r�AR. I © ALL RIGHTS RESERVED ROTES: 4. SPECIAL INSPECTION COMPLYING WITH THE FINDINGS OF THE ICAO REPORTS IS REQUIRED. THEM DRAWINGS ARE THE PROPERTY G; O 1. WHEN TWO BAR SIZES ARE SPLICED, USF. LAP LENGTH FOR SMALLER BAR. 5. IN GRADE BEAMS, S�L10E TOP Bt,RS AT MIO-SPAN AND SPLICE BOTTOM BARS OVER NOTES: �� GPe-P MACKENZIE AND ARE NOT Tn F 2. TABLE DOES NOT APPLY TO SPLICES WITH LIGHTWEIGHT CONCRETE OR 1. AT THE CONTRACTOR'S OPTION THE TWO-PART DOWEL PRODUCTS usED OR REPRanuCED IN ANY VANN& SUPPORTS. � L "THOUT PRIOR AIRITTEN PERMISSION j ;�, ,< . , i:PDXY-COATED BARS. 6. IN BEAMS, OPTIONALLY, IN LIEU OF LAP SPLICES, SPLICE TOP BARS AT MIDSPAN AND LISTED AT RICHT MAY BE I.CFD TO REPLACE ORDINARY DOWELS am 9 dfUFt� � � � I>� Its I/8 II < 1. TABLE IS FOR CLASS B SPI!%,'ES. SPLICE BOTTOM BARS OVER SUPPORTS USING MECH REBAR COUPLERS SPECIFIED IN THE DRAWINGS REN'iSIONS: cr 4. COLOMNS ARE ASSUMED TO HAVE /4 TIES AT 1' OC. 7. IN SHEAR WALL BOUNDARY ELEMENTS, OPTIONALLY, IN LIEU OF LAP SPLICES SPLICE 2. FOLLOW MANUFACTURER'S DIRECTIONS AND APPLICABLE 1CBO REPORTS. 00 /► is REINF SAME SIZE 5. YIELD STRENGTH OF THE STEEL BARS IS ASSUMED TO UE 60,000 PSI. VERTICAL BAPS WHERE CONVENIENT. STAGGER 5OX OF SPLICES AT LEAST 24" SPECIAL INSPECTION IS REQUIRED. SPACING AS FTG REINF 6. SEE DRAWINGS FOR EXCEPTIONAL CASES, 3. TWO-PART DOWEL COMPONENTS MUST BE OF SPECIFIED LENGTH OAS W_R0v^ R IJI CLOSINGREVISION �E 8. IN COLUMNS, OPTIONALLY, IN LIEU OF LAP SPLICES, SPLICE VERTICAL BARS WITHIN THE CLOSING DATE CENTER HALF' OF A COLUMN'S HEIGHT. STAGGER 50% OF SPLICES AT LEAST 24". AFTER ASSEMBLY. 10 07 #7 A X tt TYPICAL STEP IN WALL FOOTING 2 TYPICAL LAP SPLICE MECHANICAL REBAR COUPLERS �a TWO PART DOWEL SYSTEM ' NO SCALE �.� NO SCALE NO SCALE o �•� - NO SCALE �-+--+ I DOWELLED JOINT INSTRUCTIONS: /---- 1/8" RADIUS TOOLED EDGE --- DOWELS ARE TO DE SAWN (OR NOTES: IF SHEARED, GRIND ENDS TO 1/2"4x1'-0' LONG SMOOTH DOWEL. 1. ALUMINUM CONDUIT MAY NOT BE EMPEDDED IN CONCRETE. I ------.- I SHEET TITLE: REMOVE DEFORMITIES) O 1'-0" OC. GREASE ONE END. 2. NO PRESSURE PIPE MAY BE EMBEDDED 1N CONCRETE. x W8x10 I I STEEL JOIST 03 NOSING BAR AT POUR STRIP USE 0443'-0 DO 3. MAINTAIN REQUIRED COVER. TREAD 1'-6' NOT r,REASE (SIM CONDITION) 4. DO NOT DISPLACE REINFORCEMENT FOR PIPE OR ' TYPICAL PICAL `-- CONDUIT RUNS. c I Ilb . I 3' CLR� /--CONCRETE SLAB do 00 ; -... - I MECH UNIT LtjX � �' REINF PER PLAN STRUCTURAL _ DETAILS 9 9" W8x10 �-SFE SPECS FOR PREP R 1/2' TYP - I'-'-'- j _ OF SUBGRADE BENEATH W A A 'f "`fififi I SLAB-ON-GRADE x - - - -- a -- - - PLAN /3 • le" OC EW W 1/4" W/ (2) 5/8'0 MB i REINF (STA GER IOP 8• t _ BOTTOM BARS) '/4 ATE: 5 4-OV SAW CUT 1/8'x1/4 SLAB DEPTH WF BM 3' CLR H k,AX D MiN S REINFORCEMENT • • DRAWN BY- #4 CONCRETE SLAB T/4 4• /4 x CONT t ~ 8" 2712- 7 1/2" 04 O 2'--0' TOP & BOT �� CHECKED BY: SMIC, _ , SEE SPECS FOR PREP 9■ 3' 9" 04 O V-10" TOP do BOT --- OF SUBGRADE BENEATH SHEET - -JOISt SLAB-ON-GRADF- 10 3/4" 3 1/2" 10 1/2" 04 O V-6" TOP At BOT t/� -L 7z4x3/8z0'-6' SUB REINF PER PLAN. STOP EVERY OTHER BAR 14' 4 1/4" 1'-1 1/2" 04 O 1'-2" 70P Ac BOT A __ t s1wc..e.e0er.e AT EA SIDE (_>F JOINT A tFM1f1,pT200G-0001T TYP C=RETE STAIR ON GRADE n CONTROL CONSTRUCTION JOINTS v iN-SLAB EMBEDI1I�t:NT � MECHANICAL UNIT SUPPORT s%�� '' N �°' " Of NO SCALE �.� NO SCALE Q �.� FOR PIPES OR CONDUITS NO SCALE a9 NO SCALE - Joe NO. 990199 r 8/21/00 4 ,. 2 i0 �? 14 J � • I Ilii •I� II 1111111111111 I r` �,,, . � . • �., II IIIIIIIII11111) IIIIIIIIIIII it I�.IIIIIIIIIIIII 11fi�IIIIIIIIIII IIIIIIIIIIrllll ` �•,.�-;- i I , InI,hI %lir ., IIIIIIIIIIIIII IIIIIII�I1111�1 ,IIIIIIIIIIIIII IIIIIIIIIIIIIII (IIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII Iflllllllllllll IIIIIIIIII al m ?i m, tl I fiM �'I n d s nuu Huh rI nob r urh douln dlr I Huls r u�+b r rnrhr t mdiAr nnh r nnl+n nuM�lldl m r 1 lwlt�rtulu�utrlt�iluub nnb r unir r nnlo r r nh r rnrlA�nn6 r nrtn r uulr r nnb anl�oult t uuh n uubn r . r r urh r nulr r nnir uub o - .w....,.r;-.•ar�...+w.w...J.y..eo,.. ,.b-:.,.„�p,.«. ,rYti..,. :il".+, ,a ,-_ - ,r ....w.... M•y. r:.yn. ..,... .. �, �e.V,ys1-rr' y Y� ••�M .., vn. - t ......,,ft -'vnowr•'_.c.�.c„rti W .. ,.. .a. w.... -,. 1 a� Z 3 4 -— --_ -_ 194'-0' 2d-o" 17'-0' 1B'-s' 1a'-L!" 20' " ------ --- -0 20'-0" 20'-0' 20'-a' 3'-0' I I y i^2'_5 `o N 4 d d� Q Q a L > > h H �J © t D C] © a Q [� ar ® tea~ _ --- -- 1-i r------� N r-- r4--i .1 RO y s I -wJ L-----J �.__. L----� �--- --J L- -J L_ -J I I ---- 4 L— „J 9 999—V PRII i -------- e 2 ` _ I A ��— -- ---- --- ---------- a La t � n r 183 13 r --I8 8.1 st S V1 I O 1 IM 4 1 DEVELOPER DESTINATK�N A A \ I I . ® I I t l 11O HARLEY— "n L— J DAVIDSM SIM P 3 °` roject l r r---- py�0� il'OI� TYP © - Pi DAVDWN RD L _JO10 LEGEND r I I r_I r —� -�I rPANEL NUMBER � PJ ! I L" —J F -� A O FOOTING MARK L. J r1 I lO S2.1 ezznzzz= CMU WALL 0 I 1 0 KEYNOTES f I I KI 1 //^♦♦ id I. 5" CONC SLAB W/ N4 41 2'-0. OC EW. PROVIDE CONTROL./ r L I 1 1 8 I 1 // O CONSTRUCTION JOINTS AS SHOW4 IN 17/S1.1 a 20'-0" __ SO AS TO DIVIDE SLAB INTO APPROXIMATELY RECTANGLE - I I r- -Z r 1 11 r----, r- - // ! AREAS NTE 400 SQ FT W/ RATIO OF LONG TO SHORT SIDE +o I N PJ 1 I 1 f I I I I I I I I '� NOT OVER 1.50 • I1 2. .IS4 I. -_- _ - / -_ -L-- -) -- -- I ----_ -- - --- - -}-- ♦ CON TROL/CONS TRUC TION JOINT. SEE DET i V/Si.i \� I I -{�J I I I I ♦ / q � I ---,J I I I I I �✓ b 3. BLOCKOUT FOR COL BASE, FILL W/ CONC. SEE DE' 1/S8.1 I L jL- --J O A L_ 9 A •�� 4. 5'-00 TYP POUR STRIP W/ 04 O 2'-0" OC EA WAY. SEE , f C 9 O G O 0 2/S8.1 O � �'\ �/ S. TURN DOWN SLAB EDGE AT STOREFRONT AND DOOR Y V' S8.1 8. THICKE ED SLAB BELOW CMU PER 14/S81 1 1 I �� ♦ UD 1 7. THICKENED SLAB AT PARTIAL HEIGHT STUD WALL PER 15/Se.1 ;,RpUp y/CycENllf 2000 8. TS 644116 MEZZ COLUMN AU- RIf,HtS RESERAD -_w w__J - J / / 9. 8" THICKENED SLAB AT BASE OF STAIR STRINGERS O BELOW THESE DRAWNGS ARE ME PROPERTY OF 1♦ �♦ / I4 • 1'-0" OC EA WAY GROUSfED OR RE ENDE AND ART. NOT To of E*ou,CED IN my MAWR, .1 �\ R STAIR LANDING POSTS. REINF W e 0 \ 'C' WITHOUT PRIOR WTTEN PERMISSION 3" CLR FROM e0rr IN ADDITION TO TYP SLAG REINF REVISIONS: - PJ I --——— 1 r —� � � r —I \ \ �' REv�t .d1oN1 R -r————— I ,� -♦—' f cLo31Mc aA11t I I4 L —JO t.—__j L--J �� A X L J ., Q PLAN NOTES : • LOCATE CENTERL►.VES OF FOOTINGS AT CENTERLINES OF COLUMNS AND/OR WALLS/PANEL JOINTS UNLESS NOTED • • ' 14 OTHERWISE. , + SEE KEYNOTE 1 FOR CONTROL AND CONSTRUCTION JOINT F REQUIREMENTS FOR SLAB ON GRADE. SEE DETAIL 17/S1.1 10 - S8.1 .ia FOR CONTROL AND CONSTRUCTION JOINT CONFIPAMATION. - ---, • SEE DETAILS 1 O 2/S1.1 FOR TYPICAL REINFORCEMENT DETAILS SHEET TITLE: r w- .1 / \\ .,0 AT SLAB PENE TRA TIONS AND BLOCKCU TS. r----- - • SEE DETAIL 9/51.1 FOR TYPICAL REINFORCEMENT Ai GRADE I ! 1 1 j— / ` /� 0 SEEDETAIL12 S1 1AND 00OR REIINFTING �ORCEMERS NT LAP SPLICE LENGTH. FO U N[)ATI O N o -- � -�=f-- - ___ -------- -- _---------- - PLAN •1 � D � �- o m 0 2'-6" 25'-0" 2'-6" __ _ _ _ 1=00_nNG SCHEDULE DATE:D------ —_^ -- '-' �- _ ---- NOMINAL SIZE _ STEEL REfNFORCING _ MARL! WIDTH LENGTH DEPTH TRANSVERSE LONGITUDINAL REMARKS DRAWN BY: 6'-0" s'-0" 1'-4'' #5 • 12 OC 05 O 12 OC CHECKED BY: 'VOL ' 7'-C" 7'-0" i'-8" 05 a 12 OC 15 • 12 5'-0" 9'-6' 1'-0" LYS • 12 OC #5 O 12J OC V-6* DEPTH AT SIM SHEET ~ ' 6'-0" 11'-0" 1'-0" +� OC • 12 OC 1 FOUWATK)N PLAN 4'-0" s'-6" III-0. • 12 uC S • 12 ac 1 1/e'.1'-0' 4'-9" 4-9" 1'-2" a 12 OC • 121- 7'-9 7%-9 1 -2 • 10 OC 18 0 101 OCS 2 • 12 OC I od 0121 OC 15 a 12 OC EA WAY AT TOP A S 3'-0" 1'- ' 1'-6" 12 OC 12 OC • 12 OC EA WAY AT TOP temowe off Blvdrt1 - 1 OC 1 DOWEL INTO AOJ FTG �'N 611.0r os/zt • 12 OC DOWEL INTO ADJ FTG r OF 19'-0" '-8" JS 0 12 OC 05 O 12 OC EA WAY AT TOP -_- 1w.. Joe No- 990199 • f ,/ , ti. ,.._.A.•+Y.YNYyy �� .Y �... —. .. '�� AA ..n•a.... 44 f 1 � r 1 III Twill Illllllllllllll Illlllllli;!III IIIIIIIIIIIIIII LUIIIIIIlIIIII 11�IIII iIl II 1�,.,11�f�llllll►IIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIII fllllflilllllll 111111 III I I • i �1.11 �+ , �� II II II III(Ilflull(IIIIIIIIIIIIIIfIIIIIIIIIIIIIIIIIIIIIIIIflllllllllllllllll I nddunn � � sol a nul 1 1t16 1 u 1141 �u111A�lunlsTfiilnlb�lonl �n1111fihutlllnlnttl ll! � 1 n dI'1�11m1111filRu 1ud11Titi +� Intl -... '." m -J+....^cs++..w.wN,fu...5rr,•.-Vw+'�riw .Y y' .. ..qtr,. .-. .,.... ....•...o....r.�..,...o..- ,,... V4 �. _,.1,....r...r.wti..r..,..+n�Mr.�.vae.,Mp.•+.Yww,� ... ..,. ;. �a - _. ..., _A} Y .. 1 g �� . x P 194'-0" ---- ---- 1L V-0" 400-0w 40'-0' 40'-00r-00 g Y. IL -0 s C h W � o ° '� qw•� I 4 d a l a CL ^ O O- A — --_ - _ A -- — - —------- "N ----- a s 2 1 se. sa. r WWII" -------- - - -- � N YY YY K of - 30 8o-0" u DEVELOPER 'may-—' Pi @ S HARLEY- , rD-AV DSO----N S N Project 3 r HAFLEY- --r 9 - — -- �.--.- ' u Sa7. DAVO-W- N W6K3 PJ TVLAW 10 12 rM N vi a w — -- - - - - -- 16 #ww p Lot r301 �j PJ3 3 3 Isco f f 17 sa.3 13 58.3 � � � 4 � 1l,1b� • i'�. / VrmfI W1601 r301 N / // f f * • / f v GROUP MAC.KENZIE 2000 V ^ U ALL RIGHTS RESERVCD 6 THESE q 5 / S8.3 �O GROUPDMACKENZI NGS ARE AND ARE NOT OTRTY TO HE co / / x USED OR REPRODUCED IN ANY %!ANNFN C4 VATHOW PRIOR WRITTEN PERMISSION a \� REVISIONS: -- - KNOW WT= - 01 of ° WWJ f C30] __ CLOI M OAR b PJ < lit A x w --t- .r pdft KEY NOTE Sp -- 58. u 1. 1 112" 20GA 'B" DECK W/ (5) 112"0 EFFEC±IVE DIAMETER 'rA SHEET TITLE: 1 PUDDLE (FUSION) WELDS PER SHEET PERP TO FLUTES, 12- 5 OC 2 5OC PARALLEL TO FLUTES do BUTTON PUNCH 1'-0' OC. 2. ODD EAY REO'D TO PLACE JOIST ON EITHER SIDE OF PILASTER ROO F �' ------------�� _ 3. 30" MAX DEPTH K JOIST SPACING PER PLAN, WITH THE FRAMING FOLLOWING LOADING: \VVr i DL . . . . . . . . . . . . . . . . . . 14 PSF PLAN LL . . . . . . . . . . . . . . . . . . . . . . . . . 25 PSF i a I 18 � -------- -----/ UPLlFT 8 PSF Q. a' ai y a' S8'2 POINT LOAD AT ANY PANEL POINT . . . . . . 500 LBS 4. NOT USED 1 S8.3 5• C801.5 DRAG STRUT AT PILASTER PER 13/S8.2. PUDDLE WELD TO EACH FLUTE OR 6' OC. S. 1 112" 20 GA "B' DECK W/ SHEARTRANZ II, BUTTON PUNCH AT 12" OC BETWEEN GRIDS 5 AND 6 ONLY. �_ ----' 7. 2 1/2" NORMAL WEIGHT CONC ON 20 GA VERCO "W3 FORMLOCK" DATE' S-4'�o DECK (5 1/2" TOTAL THICKNESS) W/ 6x6 W1.4xW1.4 WWF DRAWN BY: r1 }} CHECKED BY.'$M L SHEET ROOT= MAMING PLAN LEGEND PLAN NOTES � � I FRAA� PLAN - ---�---"'GIRDER DEPTH • SEE ARCHITECTURAL DRAWINGS FOP CONTROL ELEVATIONS 36G 7N 12'X PANEL POINT LOAD • COORDINATE PERIMETER CONDITIONS WITH ARCHITECTURAL /1 c -- NO. OF JOIST SPACES • COORDINATE MECHANICAL UNIT LOADING WITH TRUSS I S2 * 2 ---BEAM SIZE MANUFACTURER '^^' 1�1H srll Caax/I�Nre I / OF 31401 HWS sur3-00�,M/p.Ntma4m7 i W21 x 44 [30] c-1/2' PER SPAN EO SP um a i ---CAMBER -_OF JOB No. 990� 99 I CMU WALL =--_ � PIT; ,ms. •`—F''Fl�.l n-.r 2 6 10 12 ,d t. 6 iii J;II (I!►IIIlillllll IIIIIIIIIIIIIII IIiIIIilLllllll llJllllllilllli I��Illi I IIAWL Amb , 1111111 IIIIIIIIIIIII 11111111111 II IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIII111111111 IIIIIIIIIIIIIII IIII,IIIIIIIII 11111111 � k I nna� Inu(al T al a nu) a nnh I nlll�ilnnlnilu�lunlll�IluutiIndalunluaalambTidanallhat I' i I ala noh a oaAn nnll .uh odu i nnli m .. ,,..........,-....,-,.._..-... .,.. ...+...........<..-....,�...,^........-...... .�. ,.e. . ♦...,. - �-,......- ... .... Aww1e.�.;u w r+w",.,r,.ae�f1►rrniMnw�• rr.,.+.w - rsn•• +-w. .. ...«,. .... .+e.. -... .'A'i° -- - � ,.. .�-.►...c•. �.+Y7*.-,.-..w a.� ..•+. ...nMr.. ...off., 'a r i O' . ON oil 0 0 r 17 � 1 i t 9111 2/83.1 r -1 SEE 2/53.1 r SEE 2/S3,1 SEE PANEL 14 J SEE PANEL 19 f g O - - - � t -J L- - - -J L O M N� I0 (s) H 004) 4 4 10 �14 9 SOUTH PANEL ELEVATION riSOUTHWEST PANEL ELEVATION 8a1 1/e--1'-0- 83.1 1/8--1'-0" 1 A g C D q 1 1 DEWVOPER 8 8 DESTINATION DAMCISON SE[ 4/S&1 SEE PANEL 19 SEE PANEL 19 SEE PANEL 19 SEE PANEL 19 Project HARLEY- DAVIDSON M TMCD D f ® 0 22 21 20 3'-0- 193•-0" 24 3 NOWH PANEL ELEVATION a NORTHEAST PANEL ELEVATION 6 5 4 22 16 S8.1 3 3 2 2 KEYNOTES r----- =----__ 1. (3) /15 EA FACE EQ SPACED 2. (5) #5 EA FACE EQ SPACED +ptN 3. (8) 15 EA FACE EQ SPACED KE PANEL 1 I SEE 4/53.1 4. PILASTER, SEE 9 & 10/S8.1 S. /4 HORN O 6. OC, EXTEND 2'-6- PAST OPENING k HOOK 180' EA END. SEE 13/S8.1 �. a SEE PANEL 1 SEE PANEL 1 SEE PANEL 2 SEE PANEL 1 SEE PANEL 1 6. (2) /S EA FACE AT CANOPY SUPPORTS. SEE 58.3 UILL 7. /3 HAIRPINS x 4'-0- O 4. OC AT B/GIRDER BLOCKOUT Cr M' 8. (10) /15 EA FACE EQ SPACED - -21 © CROUP MACKENZIE 2000 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTr OF GROUP MACKENZIE AND ARE NOT TO BE 5 USED OR REPRODUCED IN ANY MANNE?, WITHOUT PRIOR WRITTEN PERMISSON - -- - - -- - - - - ---- - ---- I - -- PLAN NOTES _ _ REVISIONS: ® ® a 0 1XI 4'-0- 24 • OTHERWISE ENOTEDTE PANELS ARE 7 1/4- THICK, UNLESS c�x�o EDITM DAIE lit 13 + MAXIMUM REVEAL DEPTH - 1/2 A X ri*� FAST PANEL ELEVATION -�-- 831 1 2 3 4 5 6 —+—�—�- 1 2 1 2 2 3 3 7 NOTE: CHORD STEEL AT MEZt SEE PANEL ELEVATIONS WHERE OCCURS SHEET TITLE: HI FOR ADDITIONAL REINFORCING & PANEL THICKNESS w 11 11111 CHORD STEEL (REPLACES BAR PANEL 2�0' BELOW�RDER I SEE PANEL 19 OR DECK BEARING ELEVATIONS d 6 _ - /4 O 12" OC EW AT PANEL SEE PANEL 4 � SEE 2/S3.1 � -1 SEE 2/S3.1 F- 7 SEE 2/S3.1 I I I I I I I I a - TYP PANEL REINF LION �- ---. - --- - - -- - � t- - - - - - - - - � -- - - - -i i - - - - - - - -. - - .� - - — F, a (2) I/5 A T q OF PANEL A t ALL PANEL EDGES. OMIT IF (2) LA YFRS REINF DATE: .5-4-p 0 CALLED OUT ON ELEV'S z DRAWN BY: �-r{- 8 8 4 g tO OPENING PER I , ME H±HELEVATION (2) /5 EXTEND 2'-6- MIN CHECKED BY: °Sid([„ L PAST OPENING, TYP AT ALL OMITSIDES'�2)PENINGS LAYERS REINF SHEET 3'-0' 17 �f=,� ld 15 CALLED OUT ON ELEV'S 0 © 03 L re'N WEST PANEL ELEVATION TYPICAL PANEL REINFORCING 0$4 83.1 1/8--1'-0- .rrr>�e,ne.,e.,, �.� NO SCALE � OF .� " NO. 990199 : 2 I 6 10 i7 a 16 Ili Jil (IIIIIIIillllll Illilllllllllll II-III IIIIIIII U11111111111�III IIIII1111111 111111IIIflll111. 111fII�IIIIIIl I IIIIIIIlIIiIIII IIIIIIIIIIIIIII I I I I I I I I I I I I I I I !IIIIII�IIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII 11'1111111 11141 '.t , 1mii1111 1:111 n � ! � � i �hi ' ., Iml � ni6 �oidn dll uulfl��nu Im6i ui�lnlll�n Irh I I ih Rnh i unb i I:mI,. i uull'I� wbl nnl(�nuh uul�aid6f/ouh unha �md�i�ou uu6 unL n ....w.w.r,►i....,...........:....,....-.-, ..._..._ ... .. ... .. ....,,..-,........ .. ..�. .-...».�..... ...- _.,.,...-..-.r .-w.•..r. ....s.r.-.....e .. ..,. �..c...w..<....Baa..+rw...r+r.s....—....,..+�ws.ti.wr..-...�-,--w.•r.e...r.war..+�...:.rnn-+�ar.,w�r..�r.rvwrr.,.•:.x..:f .r', w.�,<+r ..}�+.^ AC6....i.^K. a'Wr-.-..«...,. .,u. her... .. .. -..v .. - _._... _._..L+'-"'•._ _ +-. .rYr�w:w.Y.. .w.�•e�.+y,.•.w•.r.,wvd Y�.<Mrr�..-,..-..y,......rM.dypr+wr:�w..+..•.....frrr�w..w..�e...w< - - ` r .. - �. . A•} C 11LUMN SIZE BASE PLA TE EG TS 10x10 Q 7 taxis NOTE: z' TS 6x6 Q 7 12x1? NOTE: CONCRETE WALL PANEL PLACE CONN 1'-0' FROM EA _61 -- - --------- � ►�TG PLACE PANEL TO FTG END OF SHEAR WALLS TVP W +- CONNECTION 1'-0" FROM OAC PAMM FM EUV � 2' C1R'- ' _1___-COLUMW BLACKOUT - GROUT FILL EA END OF EA PANEL 2'-0'x2'-0' x 04 DOWELS SILL ANGLE WHERE NOTED- SHIM OTED-SHIM A GROUT AS REO'D k O 4'-0' OC. IF T/SLAJ ON ARCH PLAN TS COL PER PLAN I MELD W/ 1/2- FLAT BAR. , TO T/rTG EXCEEDS 2'-0' ' PROVIDE DOWELS AT CONIC SLAB Jr t ></YxMI'sxi16' O/( ' STEN BASE t W/ (4) 314'0 2'-0' OC REINF PER PLAN �` Alm 4"m EO sp EXP ANCH W/ 6- MJN EMBED 1/b- RAVYWS TOOLED E!ff V� aw PA09 TO p CONC SLAB t Mix FILL 3/6• FLAT @M � A r L/"117 TS COL OW STEEL BASE Q REINF PER PLAN 4" AT TO-' EX1E•ipR • AS REOb 4 BOTT , COMIC SLAB PER PLAN _T-SLAB t 1112-idleWSLOPIE 4 1 , FIN i.<AOENOW r ti - ---- - --- � .e 1/4 VT COARSE GRIN OLAP BASE Almli ' r�/�p� EMBED 'B' EMBED 'C" , E® �Ir' • wt rNOO>Lc SMI lVI� --SHIM SPACE W/ 1 1/2- MIN _ NOMI-SFN1M GROUT - SUBGRADE PER .,EOTECH 1'_0 F)W5H pE,*r1E FTC A REINF PER PLAN 3 i TG PER PAN. Q OF FTGFOOTING ClR AT Q OF PANEL, TYP UON LA REMNF PER PLAN t COLUMN TO FOOIINC i z PANEL TO SLAB • . : 3 TURN DOWN SLAB _ s '� �nilG ,ATAR PANEL $ 11'r ` 1- 88.1 3/4 r -0 1 1/2" - 1 :7 YS I CONCRETE PANEL � EMBED C EMBED 'A' EMBED 9 3/b" am I SEE-- -CONCRETE PANEL j z EMBED 'A' i i 7,/'511.11 F(w SP/1cow, i / i /4 TIES is STIAMIIPS DEOMARM z I • 4' OC. ALTEftAVE Tr101ED EDGE. TYP 1/4 J' • i i HOOKS OMI STNIMIL PS 1 /� A T INSIDE EDGES � i 1'M , I I EMBED 'B' ��• -;;;.: `, SDE FACE 1 1/Z' DA I I D BEN T Q PER 1 D/`W.n • 1 112- - ----- ---•--- -- I I • `� • CLR tir -----� C----- ---,--- •-- I I -- -- -- I I TYP , • • • I I - -- I I EMBED 'A' i• DA - I I MI OU I M FAM I I I . 1 1/2- CLR 1/2 MIN ' T1rP 314' 4k( 1/2- MIN NOTES: I 1 NOTE y.• `�' i I I SFE 7/'S8.1 FW � IWO - 3/4 MAX 1. PROVIDE CONNECTION EO SP O 4'-0' OC MAX, 1'-0" AFF L 2x2x5/18x0'-4' k 1'-C." BELOW LEDGER I I PER ARCH •: �' NOTES: 2. SEE PANEI. ELEV'S FOR REINF f • / R /lAE7rN - NOTE: 1. SEE PANEL THICKNESS FOR do THICKNESS • I I SEE 9/58.r FC#t .� '"��'��,�• �' k7.'NF k THICKNESS 3. SEE EMBED DETAILS I I , r/s T ALL INTERIOR 4. TOOL ALL INTERIOR EDGES OF I I �r/* REMAINING MIFO 1► r,. a' ,; EDGES OF CONC PANEL CONC PANEL I I END TO END $ 7 OUTSIDE CORNER W EDGES o 8 � q R AT 7�OOTING rvNSKEWED AT FOOTING 3• 1'-0- 1 WY PANEL JOINT 3" • 1'-O. 1 ' z ' '1r ' 1+ z �� 1 112• ' 1•-0• Z 1 YYVI 1 • nf/14 g11Upy YIY�P4C AgOyE CONT 14GA DT TRACK h NOTES: PI ` -. • HoRIz RE]MF A T �aarel � wr/ In 2 SMS 4 ' � 1. SEE PANFL ELEV'S FOR ►tEl`IF ADD #5 VERT 1W HOOK AT EA M OF R MAS. 314r FLY W/ NT2 16 GA TRACK -- I 60OXC18 STUDS • 16' OC 2. SEE EMBED DETAILS AT HOOK CONTINUE PAST OVEIMMIG 20-4' �� d d � AT i v � M1W REO D. RDF AME MIMOIAMf / O !10 • ,A. -- AS NEEDED TO OBT,A IN APE R /1 S 2 • 4 CAGE F SUPPORTS 2 SCREW THROUGH ,�p5?f � '� �, t_•5r�'� � �� 1E1S1QE �ARANCE FOR +G1PEE)bg1110 0IEILCI111A.. '�- Bt TRACK INTO AIAIL£Tt C4x5.4x6'-0" POST • 4'-0- OC z---- +� iEl51QE AWL ELEY FOR LOOM Mr ` . A001EJT6 i TlB� OC - 4x PT NAILER W,' 112"0 � a w ti •► Kocw • 4'-O" OC AS 0 3'-0' OC WA)(, EMBED Q 1/2x4x0'-6- W/ (2j t t ----9• - i/2'0x4' H • 4'-0' OC " r. --- TOOLED EDCF. . n -- • --+� N 1rAL BOND BEAM ` - COUNTERSINK 1 •� -- - --- _ -- --- • 418'' X OWA 2 0 �_ t � � ' '' - ----------_----•-___.-- ( � O IlK >f 1 /S VERT • 32" OC -- tl" %'q m x o. vi / a M F �/� -___ ____--_____--== ��-__ - - - ------- SIL/flrl JE 1?1`l1YF PER PLAN N n v 8' SOLID GROUTED I orwN[L y (2j �.'f • 4+ GAGS s i CMU WALL i rO Duro - ---- - - ---------1-- ' '12 N � A1». 116 >. 14'-0"- E 4BM 'Er - -- -- CLR /oc - ars 1 112• \ 0 • A"-� / HOOK 5(ALTERNATE NOW) S� ISGA TRACK, STOP AT EMBED. - '��' L br2xS/16x0-s 1?llSSIQE M. �� a�'L ( j CONN TO SLAB W/ 0.145"0 LOW �J ` R - - NOTES: CONC PANEL t I/Zx3x9 9 1. 'B'-112 PANEL �- VELOCITY FASTENERS • 6' OC t,�� Dn,,,tGl. Aw ut „�,�, w THICKNESS+1/2' OUTSIDE PER ELEY. EOLUML SP/4cm IM') UP PR1UP rNRltt�p , , *v*w, ' 2. REBAR TO BE NUMBER OF REINF BARS '{ I ASTM 1706 PER ELEV, EQUAL SPACING NOTES: REVEAL P" AAiID# •`� n 1. S,�•E PANEL ELEV'S FOR REINF n _-__._ 2-0 ___. !61 - REVEAL PER ARCH 2. SEE EMBED DETAILS x , 1/4 (2) 05 • 6" GAGE - !---- ..L r T'1I NF.IILtl011 GOMMMM am 2'-6' 1 (4) #5 x 1:�MT L lit n WELD EMBEDS CONNECTIONS a TYPICAL PANEL LEG REINFORCING i PANEL LEG REINFORCNVG % PARTIAL I-EIGHT CMU WALL __ P HEIGHT STUD WALL • • " I y .1 3 - ''-0" 88.1 1 1/2" ' 1'-0" 88.1 n n .� n=0r- � '- +• 1 -41" .1 1 1/y- 1•-0- NOTES. �F. • 1. A SIM PANELS 10 ! T Q OR t/ LEDGER 11) USE (4) /5 8AR5 �. AT PANELS 1, 2, 3. SOLID GROUTED CUW S/ r PER PLAN _ -(2) 05 1706 x CONT 16. 17 • 18 USE (4) 1'-8- IMIO'AE: 0 CHORD STEEL -_--- - SEE r FIw CAMI VERT • 1b" OC 4 -`- --� 1/4 y AT ME22 Ht.'4►' BOND 8M Ir/ (2) 1�--__- 7 1/4' CUMSM y/ TWT 9I1�T : _- /4 • 4'-0' OC I STRUCTURAL DOLL x 1W DETAILS I 16 14 '- / --- F'� VVW FEW E" � �. ALIGN W/ VERT REW /12 SCREW O 6" OC OL 58.1 58.2 • Z I l�. i t r STD HOOK. TYP--� I SLAB PM PLAIN � � /4 x 2'-0 DOWEL ---- ----- - --� 5a 17/`3•.1 FOR 1RlES • 4'-0' OC TWOM � 4. ELEVATION "___/ 1 f 11111111 JL111 A L 3x3x1/4x1'- 1 � 1� M k � r � ------ 9AW_ 54 osJ t • __ _0* 6-0"_ #3 TIES • 8- ;1C 6-0" ALTEfI 11E TEES _ I DRA11R. $Y: { �MEL[a NOTE: - N /3 TEES o 'I? ; z CONTRACTOR SHALL PRO'.IDE 4J �3 TEES VERIFPCATIt�N MA04 TERIALS. ~ • 4" OC 18 • 4' OC iv 1 1/2' CONT C8x11.5 LEDGER Wf �OW'DKCio BY: - WELDING PROCEDURES, AND S8.1 CLR TYp � r 11'2.0 THREADED RO!J • 2'-L --�. OC W/ SIMPSON SET EPDXY s4wr >ti -- WE'DERS PRIOR TO TW � PEIt �'�� *-- � - - - -- - W/ SPECIAL INSPECTION STA-'T OF WORK. c MIN MIN �r -L� -�•^ �--FTG AND REINF N (2) #5 A706 x 4'--0'. DI NOT (6j � '�� ----- PER PLAN NffilW�twx,1�1MMr/ � !` 'MELD UNTIL ROOF DIAPHRAGM 9 3- ,ls�I► IS IN PLACE •1 CLR ALT HOOK immummS TYPICAL CI-KM SPLICE 88.1 3/16' _ SPANDREL $ (j�ICIWIU WALL TO FOOTING 5 _ or ' 1 14 .)a.y�.,; ► 88.11 -� 88.1- >t e : w-�' �a IIfEuA�aIME 3/4 - 1•--+0'' '�i.1 ' '/2 ' 1'-0' z Vols 9901 PERMIT FE its - ... +o•a.+s,wnre,r"r..:.. .,...+dnns,ewwsnfssw�✓iw.wrrww t ekh.y,. .r.,".�..a•:1'.._L:flT•. .:M�..b.., .!R'�4'j0.,r� - - -..._ `-t4 . .. "1[:. - 'f'l'4df.Y.✓ .. •,aul.•1VI/jY!'" wftflp. .. 14�11 W17 4p loft^ � W Mi 14 6 ALM AWA - Ili ' II! 1111111 I!!!III Illllllilllllli IIIIIIiI!,IIIIII LI!IIII�IIIIIII ��IIIIIIIIIII Illillllillllll -'' -�" • N��IINIHil;lllllll ii'llltll I III i � `` •�•� �,,� I II iIIIII�I111IIIII ,IIIIII'�i111111�IVIIIVIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIilllll llllll1�111!Illfld IIIIIIIIIIIIII�IIJ Irrrrlrr i11r thNdi inns r uul rflfilnuhffiluufnInTduniiTlilrn1hfi11nrbTi��ni� ' .......�..-,.-_.:..._._-. . .. - - _ .. ,_ ..'_ ,. .•--- ...�...,....�--..�-.m.....n.�,_a.....+..•r...+r..+.,--e.--.�...,�«..-....www..v--...-«.."e....�-..........� ►,.....�+.,".-r�.�..�n.rr�.�...w.�.�..-.�.+.,.rwan-.oa.cr._..«..... ....w+w�-.•.rw.�....w..r.::.-+w:.w......eu.�........a. . ,1 �SI•:i'Ssu ,.. .aJ.. ►,+r *.�...n.....,Y�1 .. .. ` .�+ 'w Ir.. Ih o� t 3/8x4x9 0 3'-0" OC MAX NOTE: 1MIs OCTAL APPLIES TO W/ (2) 5/8'r x 4' HWS 3' TYP LION, ONLY OIROERS A< BEAMSDECK PER PLAN \ 4 1/2" AT W24 IO � t J RCM FRAME INTO CHAIR REINF AS RLO'D, LIFTING i CGLums UON REINF DURING POUR NOT PERMITTED \ LARGER 1 �iAt� fIGR — w — - AT 100FRAUM 1M errs 04x6'-0' O 24' OC. CENTER TAM= aE!AT M s/16 M Co a REINF OVER GIRDER SIM 4W OFRAMW/LAN r BOLTS PER r/� --METAL ROOF DEC!( � L 3x3x3/8 SCHEDULE i N AT 11111 °/1e 2' Jl DECK O SLAB PER PLAN 1 2 ;w Z \ m 1/4 It PER SCHEDULE i I O *1 1/2' MIN L 3/4 1 1/4 FOR EMBED SEE 6/S8.2 1 1/� 3" MAX � 3/4 h s • 2 A , P/**0Ifr/ 1/4 4 NOTE: DECK NOT SHOWN --- j FOR CLARITY BOLT AND PLATE SCHEDULE ROOF TRUSS JOIST I ---GIRDER PER PLA, BEAMOF A-325 BOLTS PLATE ! W10 2 7/8.0 3 8' ROOF TRUSS GIRDER W12, W14 3 7 8 1 3 8' ' ' ELEVATION W16. w18 4 7 8 0 3180 B � e � I ADDMONAL REINF AT GIRDER a 3 ROOF LEDGER - o a TYPICAL BOLTED CONNECTION s PURLIN TIE ACROSS GIRDER " , _ 1 1/2" 1'-0" �.2 1' - 1'-0" �� NO SMI se.2 6x6 W2.1xW2.1 WWF. EXTEND 1'-0' BELOW AND BEYOND - k00F DECK PER PLATINOTE: ROOF DCCK PER PLAN 3/18 2 zywv SEE 8/S8.2 FOR THE SIDES OF THE BLOCKOUT ` - �sr 1v/ REMAINDER OF INFO - BLOCKOUT 1N EA PANEL ROOT DECK PER PLANpEVELOPER NOTE: TRUSS JOIST 1/4 2- MIN AT 1.11 DESIGN TRUSS TOP CHCIRD FOR LEDGER ANGLE PER — 1/2'x4 1/2"xl'-0' DESTNVATION 4 28K TENSION OR COMPRESSION 3/S8.2 COPE AS REO-0 y�r�r • i S8.3 x MY AT �Z4 �- DA L 5x3 1/2xl/2xl'-3" W/ (4) 3/4"4 x24" DBA k (3) 3/4"rx4" HWS — 4 4 x ERECTION BOLT ♦ ^ I I 1/2" - alitep 1/4 HAIRPIN TYP +►S REO'U A9 TO 1 MAX N 6 EO SP I I ° x E ONLY -- - 1 1/2'- __.—L 5x3 1/2xl/2xO'-8 W/ (2) _ _____ ♦ Project --TRUSS GIRDER O > 6404w MtI O _ 0 0 0 - 3/4"x24' DBA A 301 6/4 rx4" HWS HARLEYA �j x 6,h� D i ll - • • C 7/8'x (AS REO'D BY 1/4- ItTICIAM 1 O -ERECTION BOLT AS REQUIRED 1 1/2» 1■ PANEL JOINT 30 GIRDER MFR) COL PER PLAN (2) /5 x 8'-0" BELOW BLOCKOUT 4 112* W • 1/4 3 4x6x6 STABILIZER 00 NOT STABILIZER t 3/4x6x6. 3/4x6x6 STABILIZER C. 00 _ -_ / C. BEAM PER FLAN NOT WELD BOTTOM CHORD OF 11� r. w/�SM►'r�,Mr�4r , I I CHORD WELD BOTTOM CHORD OF JOIST QO NOT WELD BOTT JOIST GIRDER TO STABILIZER Q OF TRUSS GIRDER TO Aw o S�Of F I -CCLUMN PER PLAN Q 1/2x4x8 W/ (2) 1/2"rx4" HWS O 6" GA _ e 1/2"x4'x6' --TsiV95 Mi.1 oo 0/0 .4//�AW wos/ MOW - 3 SETS OF 2 5x8'-O /,6 TOTAL a 1/2"0"x8' W/ (2) t4f JI41111Iy " SIM 1/4 1/2'rx4 1/4' HWS CONC PANEL PER ELEV AT NON—MOMENT CONNECTION ore"JRUSS GIRDER TO PANEL CONN o s TRUSS BEARING AT PANEL JOINT NO SCALE 1 1/2" 1 A7 GIRDER ON PANEL JOINT ONLY 1 11 12" 1'-0" N 1 PANEL REINF BM PER PLAN • PER ELEV -"- --- /1e�� 3/16 3 IM Off AT 'STIFFENER 3/16x / 3/16 3• 1 1/2 EA 510E �t 00 fp SA4" ✓ 1/4 3118 2' 14 � S8.2 • ow /M Rll1U/ - OItAC STRUT -Q PER 14/S8.2 PA 18 58.7 -CHORD TIE R 3/18 Y Y' 4w ,M' ISI PER 17/S8.1 �3r�V 2 (2) R 1/2x9 1/2x10 W/ r CCS � � pZYE mi 0" AT COW" 3 6' 3 3 6 3' jr _ _-- (2) 3/4'/x6 HWS • p Ti+ESt prIAMmMSS �E ►4 sEa, Q 1/2x5x10 '� 'I --- ' '� - '� i / / ( ) r„POUP MA�xE111i. MO AAE %GT 1 2x7x12 W 2 1/2"I x ?'-0" DBA USED OR NfPPVw ANP o OU wTHT DP'GP /IITfS1[N PEAUS"1h SfrE 13/S8.2 FOR W CENTERED ON BEAM 8 GAGE - -- REMAINING INFO Q 1/4x4x10 � RENi10iN5:- �' 1/2x3 1/2x6 W/ R PER (2) 3/4"rx8" HWS W/ 14/S8.2 v EO EO NON SHRINK GROUT CMU WALL lit �Mtt� w� TIES PER 13/S8.2 �� (3) /3 TIES O—� W NOTE: AS REO'D apSM DAIE 1 1/2' OC SEE 13/S8.2 FOR } PANEL JOINT REMAINING INFO A X a DRAG STRUT TO PILASTER s 1a - " _ WF BEAM AT CMU WALL_ Cil! W DRAG STRUT AT PILASTER s 1" - 1'-0" i 8e.2 ' '/2" ''-0" ' '/? ' ' -° 88.2 1 112' 1 I I � SHEET TITLE: - --STIFF C 3/16x 1 1/2" EA SIDE c 1/20 4 STRUCTURAL se. C3/8xAS REQ'D- 114 _ x x —x x x x x CMU WALL EXISTING JOIST -BM PER PLAN w'PAx3Z.51r0-3" I I O 3116V3' • 3/18 1 11 0 C 1/2x5xlo W/ 5/8"rx /fit I I 3/18 3" 4" HWS, 5/9'0x2'-0" I O 1 1 DBA & (2) /5 x 2'-0' f < i 110 58. 0 1 I U A706 BAR OATS cj''�-00• O 1 1 1-HWS D9A � "0 O DRAVM BY: 1-VE-t-4 '/4 I W CHECKED BY: O 1 SHEET - * I I BEAM PER PLAN 9/4 3' 1 1/Y I NOTE: \� � �� . I I COLUMN PER PLAN SEE 13/S8.2 FOR �T Ser (z. 8 . 2 REMAINING INFO At wNswc6meaft s/1—e�`C A�AI4MMNIS W6. lit awNl1T NON—MOMENT CONNECTION SHEAR CONNECTION o 20 WF BE AT CMU WALL _ s =p NO SCALE 1 1/2" a 1'-0' �.2 At INTERIOR GIRDER NO SCALE N AL 1/2" 1 -0 JOB 990199 08/21/00 �Mnw,,,,,�yr, ., .....,,w..;.,+-e.•....,rw,. � F%iC. '� ... ,wn.,e1R'?"M11",M ':�: ,,4• ve+r.•.:� ,?M.. - ,� woo w -ems'- ��--,--..� � I �-- •�...• ,. V - "t•' 2 t 4 8 9r ICJ 12 14 16 I , IIII I Jill 1111,111IIIIIIJ Ill111111111111111111111111111 IllJllllllllllll f '111111111111 Illililllllllil w ' I +t Iilllllllllll� III�II . hIIIIIIIII Illlllllillllll Illllll�lllllll1lllil,lllllllll IIIIIIIIIIIIIII IIIIIII111111111111111 lllllllll IIIIIIIIII , 11111111 r n i riluMlfi imu 11111 of 11111 r In lit rb1 I rn1! nnkrmlrr`1 nNlii�1e111nn1 fill � k �I 11111 TIh quhillurh�l11n1111llullA�111uh1 �II;I!I��11111i�iluuhlunl11111111�ilunh�lurdmill11iI11vbl�ilnuhlu11hl�ilur�ll$ - .. . r.MiNW:..''�++tF:.•... ..., .. -.. w,., � ...»wa•iePw• ._ •.•w�.,w•. .e'++919wt ,.wwr..w"a+n«..r,..,«nsTac.,V,.••.•A�Il..w� .d.i•.•.e�yr.. ..+..Mw"••.w..,o..�A.n»w. •f 11 Y 1� 0 GALV f 3/4x-* 0'-8' W/ (2) 1/4 a , YS 12x4x5/16 AT ENOS 3/4'1x4 14WS O 5' GA (BEYOND) O - WORK POINT � '� W/ C12x25 W � at** � � t 1/2x4xO'-4' BEYOND IS QA 1 1/2' ROOF DECK. � W ISR Z�•3 �' ••• SEE GE►`.tERAI NOTES 3/4'� R00 � �2 1/2 CLEVIS W/ 3/4'0 A307 BOLT (BEYOND) ��' 1/344,MD'�' L 3x3x1/4W-6' 21'-0" MAX -L fOGE TS BEYOND PER 1/S8.3 i ' IS MR PLAN (4) EQUAL SPACES 1 - METAL DECK PER i/S8.3 - "CK PIER PIAN - 12' MIN Q GUTTER PER ARCH— SEE S3.1 FOR L 3%2x1/4xCONT, SL V A -� I ADD'L REINF ~ CHANNEL PER 1/58 3- A T EMBED - a 3/5%9x0-9 5/16 -- W/ (4) 3/4'0x5' 4 a EMBED BEYOND .� .. HWS O 6' GA u -- R r PER 4/S8.3 J - W a .3 . — _ at fa CS t= C12x25TS 240/18. N Apt MIS CORNERS O TYP AT INT CHANNELS. TYP T art CONT BENT 3/16 x 3••- 1/4 RET T5 3x2x3/16 �2. s�ocs TS PER 1/S8.3 ST•y - 4 2 A 1/4 to"i"NFRAMM PLAN g t2"N SECTION1 1/3',\ 4 AT SERVICE SAY CANOPY '/4 NO1'-0' �.+� AT SERVICE BAY CANOPY 1 - 1 -0 1 1 2 - 1 -0 z �� 1 1/2 - 1 -0 _ DEVELOPER y�-4• _a_� . �' 7/8060'-4' W/ DESTINATION 21'-0' MAX _ I (6) 3/4`ha' HWS HAfLEY w (5) EMAL SPACES -- ---- - - r • • '� 5/16' CAP f DAADSON TS 12x4x5/16 AT ENDS7 W/ C12x25 TS f--w ND • • � Project • 3M2 STACIGLR TS PER 6/S8.3 HARLEY— .� 1. � f 00 DAVIDSON I IL ts To rs J114 I TS 2%2x3/18, c- TVP AT INT MITER CORNERS O - II 1 t6 CHANNELS, TYP TS 3x2%3/16 -� 18 GA 1 112- ROU-- DECK. �rn� METAL DECK I' 1/4 N. TS 12x4x5/16 � SEE GENERAL NOTES BENT t PER 2/S8.3 t/4 '�AP E 1 TS 12%44/16 71 1 W/ C12x25 zo a PLAN s r7 AT CANIVY 1/40 - 1'-0' z �� 1" - 1'-0' z IN 1'-0z i PROVIDE BOND BEAM k REINF T/WALL. NEW I SEE 19/S8.1. Ot t I ZZZ - ENVIE AND WALL!I4Agd0 '� i x��►�► FULL HT — __ ___ SPAN LINTEL WALL AT LINTEL VERT REINF MAX LINTEL / GROUTED HORIZ REINF REF WALL REINF / GROUTED REF I SPAN CELLS DETAIL CELLS DETAIL •�� r 20 12'-0" (a) (3) SETS OF 20/S6.3 (4) 05 EA 'rACE, (5) 19/S8.3 , 2(y M. I 50x.3 (2) 05 EO SP, (8) TOTAL IDWIRES.- 12/31/01 (6) TOTAL 10'-Y (6) (2) 05 TAB. 20/Sa.3 (2) #5 EA FACE, (4) 19/58.3 (CDGROUP MACUENZIE 2000 (4) TOTAL (4) TOTAL ALL R;3HTS RESERVED 1 THESE DRAWINGS ARE TME PROPER i Y ' 56.3 6'-0' 4 SOTT ONLY 20 .J 6 AT (3) 19/50x.3 GROUP MACKENZIE AND ARE NOT TO Ht ( ) (2) � ( ) USED OR REPRODUCED IN ANY MANNEP. i (2) (2) 05 SOTT ONLY 20/S0,3 (Z) #5 AT (1) j 19/S8.3 WITHOUT PRIOR WRITTEN PERMISSION - REVISIONS: CMU WALL. SEE 19/S8.1 EXTEND LINTEL REINF A 4 REVOM WTM FOR THICKNESS k REINF. 2'-6" PAST OPENING Ncw CLOlI W DANpd 2100 --•-��— A x �a CMU REINFORCEMENT i �.3 AT OPENINGS 3/15' -1'-Oz1 1/2• ,3 - 1'-0 - • • --� - GUARDRAIL MIN GROUTED_.CELLS PER TABLE �, --♦-�---�- w4ERf OCCURS - -- - _ z TYP HOR REINF- SHEET TITLE: TS 2%2x3/16 CHORD STEEL PER 16/S8.1 41-19, �_- . • 2•- __ r �_� ' >r _._ 04 CONT STRUCTURAL REINF PER TABLE e/te a 1V,I / DETAILS BEAM BEYOND \ + 11201164-6" I •• , / A TS 2 1/2x2 I L 4 t .ry 5 1 2 _ 14 BENT t 1/4 x 4 x 1'-4" W/ � 1 � 'r' ':"� REINF PER HWS O 12" OC TABLE AT , (3) 1/2"4x2'-0' DBA O 6' GA -- -- ) sro[s A � ' — _ _ _ sit• CLOSURE R A 4 in TIP VERT REINF MIN GROUTED CELLS PER TABLE W/ 180' HOOK, oe/Yt - -- --- -- - 61Z 91 ROTATE TO FIT }' • - �— t 1/2x5xO'-8' O 12" OC 1 ° 4 W/ (3) 5/8'x2'-6' DBA 1' AMM �, . r Z DATE: 45-4-010 I o B 3/16 x3 x3' TYP HOR REINF W � � I DRAWN BY: 1;;..t* 3/16' GA BENT f CLOSURE. CHECKED BY: S�1L E 4WN L < ON USE 14 GA er REINF PER TABLE - - KNIT t AND OMIT DBA. SHEET ---- 112"1 DBAx2'-0' O 4'-0" O.C. W/ (4) 3/4'1x4• HWS O 13' GA Al4 REINF PER TABLE PT 4S3 NEW EA FACE • 00 21 00 �'�'�.• /tIR70OOM� � apprT V >h A! >h WF AT CONC WAII n N10ITOP_ENNG o CMU REINFORCEMENT °f - 1'-0" I AT OPENING 1 1/2' - 1'-0 3/4'WSJ 0 z 3/40 16-00 1 112' - 1'-0• JOB NO-- 9901991. 1 L---- r , ..—r•iawwuniww...w+•r :.,�w,rinc w .iMiMu..•>..+ W, .. • ...,...........,.,,.. ......,. ..,..,.•...,. :. • ,,,• ' polo =1110M."101101 —wow 4, 2 4 04 IO - I? 14 16 1 r • Ili i• I • I1ijili�lHIM i�l!�il�iullil I SII ,�I ILII IUI I 1111110 llll IIIIIII�lI��li i1111llllllll 1111111 I 1111111 lllllllllllllll lllllllllllllll lllllllllllllll lllllllllllllll lllllllllllllll Illllllilllllll IIIIIIIIII Inu� • r dl�luull 1 nrrlr�l�INI I IIRi uuhTfi min r Nu111t1 urb ml� 1tElifi rarh n nnlrR i r udr mIh?�ImdrrTilmdi� _ 1. � ;, � �j ;,. , 0x4 '�,..�►....._....-�•-• «.•�,:,,�,.,. � � "°s, Al iti Ai ra ... -...a -.,w-,.,......,-..mow. .r-...r...•+n�.,a•.„- ... ......r.- ..,+...,.'....-....._.• ...+.-.a..a•+r.....rw....a�s.n...,,; ::. ... jAMhj• �tM:... ,Q. y,.M,4..AMy..t,,,,,F.. .. .. •,.,. .. ... ..�. yM�.yy.xM•/•im~ L.. wJ.ggM- wa. A:-:. r...•...�nR—.1r.,.V ,� .r..._ f P} J'. r tf: '1. ST:•IN �' ST:.IN 'REE 5'LKE5 \ . ...r.*mom •or, ew sM�Sow u. c O_1 1,VG /' �• . .. A' i aurM Crpui►?N 5 •-� v -•C NG_ " sol reset/ _GG'scc0_E NE ;3' �' '"�. ;.ODGEPCLE PINE �4i I*z ;0 rR =,�.:- -,:.�. -0 'cam_ 5•.»K=5 ,*TTACN TO TREE :. AA _ ,. � / � / �--��.: �:� �'�►_��'�-�'r - -- ' -��r - _- �, %Ali. '0 STAKE, o�et.or�t —tir P 5E „ROLIN OF ROOT..ALL BARIC 'r'..:.Co4 " SBO/E �IN►5� GRADE = _ _ __ r -0 * -_�" _ _ r + � 4 Vis.. . ''f F�GR.:CE FIN15N GR-!:)E __ . a� REMO'/E BURL'P FROM - �' _ _ 'Z� - - TOP -3 OF ROCTB�LL _ - 'N.. �R I /: - -�,, ., r ✓ z' r / � '"yet/ ai ;T�,.r -../ '� .7• •r__i � /kv._i 1 __ �c ;" `�^ 5TAKI S�,/ J ' • \ ✓ I M. ./ y Ir iwrw./ .r l `ham' —_ �i'` ..+ "l ^ T r 1111 v r y • .rr - _ ---bCARIF`! 51DE5 .aNC BO'70M � MIXTURE / '"`•�R --:+RG `JRF-r ! I r .. ,R.- - B.:4C `^UCGµ G RC:.E t r,---- - B-40ILL SOIL MI _ .. cC = r "- ` r A� � �__ - -�N.- 6' o E. � -Z:�/ai ✓ �� ir.. ` �'��.-� r/ - G moi` i - d "+_. ✓' r/ ✓ — M �r ---_ _. - -__. - RE_ -:KE 5 �N .urs .:RE S �p pAGTED B �<FIL� -- �' 501E MIXTURE - -- -. - + .�C�. 4� �c.. :. ]1r! DAI /-,RE ,ROC'B.�L� rJIA. • 501E " — F r' ''XF i =EUS �_ - -- t, .-�. •r E ILL 0P Tom:. -EET �' � ,. - ._ -- :..- `_..:, %'�• O ,.`:, :,'URPED SOIL IrO�a�atf� mo sem. SOW" sow _ w l ✓✓ • Phow ( 4-20 FAx- (303)3!-1134 SHRUB PLANTING GROUNDCOVER/ SHRUB COVER PLANTING CONIFEROUS TREE PLANTfNG DECIDUOUS TREE PLANTING rA ;DOSS* "er-t cr !Mb 327 Phow ( m-M12 FAX (SM12--223 an sx- Lues sow W� f phow ("Now-634 OISTE* _ 31ORBOM- � 1 MYa1�.111s1► � A 1 O ""or:lwax Bit z er►t'� s m 11L. FLANTING DETAILS MW_ 12 ApfV 2C a' k,t L2 , ti o _ REVISED PERMIT SE'' 51-00 990199 PERMIT SET 5-04.2000 '- 10 -04.2000 10 17 - ' - Ili 4! iN11111111111 ilillill�illlll IIII I lair Ilr�l '� . . ,_i�,II Irlrrrrrll I�ill�r��lrrrrl arrr��rlrrlrp Ii1111llllllll IIIIIIIIIIIIii! !lIII!llilli111 �I�II�IAI�NA�A �pM�11pI�I►�I1IlIlIiNM NNNNpp IIII A Am AAII llll�rllClfCNk fflllll�lllllll IIIIIIIIII r, • r.• Ri _ r;: i' A 9 `y. a ti t t, x -- -- _ -- . - . _ _ -- -- ---- - -- -- - PLANT LECsEND � I TREES xI FRAXINUS OXYCARPA 'RAYUk70DAroMbot- - - x � 2' Cal. Raywood A•h well-branches•!, heaoled OL b', •pace e• •riou+n 'E""*o""""d °ir" union $t.(tw B;sO NW 6M /1YonW SU-10 3. P01110010 Or912016(�On Y�?°LIQUIDAMBAR 5TYRACIFLUA '°��.2>+�- ' 3' Cel. A�nsrican Sweotgum - well-bra�,chsd, iseded at b', 3m' or- STIR 'BS / C=ROUNDC:Oti�ER -0/ / �, `\ ; CORNUS °.►1`RIGEA rCs`LAEYI' - I gal. IMC0!esy Dogwood - Full plants, 2' 0Z. J� \• ILEX CRFNATA 'CONVEXA' DA 1-6-21' 15415 1Convex L,saf Japaneeo Nelly - Full plants, 4' oz. - \ ROSA 'ALBA MEIDILAND' 'roj�t4 2 gal. I Alba Meldlland Landscape Rose - Full plants, •pace as shownHAJUN -CQK age C'-EQS �! gal. I D�ougles Sp�Irea - Full plants, space a• 6h win DA \ l . (I 'AREX BUGNANANII - J,� r I gal. 1L—ea-t—herleaf bodge - FuII plants, 2' oz. GOTONEASTER DAMMER; --{--- _ CaMrecttx: I gal. I Cotonsaster - Full plante 2' oz. m00ww m* 7100 sw. soNttbwlp Stnaot DESCNAMPSIA C1+E�FITOSA Ti�r4 a"•4s^ •7223 \ I F/07 I gal. Tufted 14alrgrass - Full p'ant•, 2' 0.c. Phone (503�2r- ♦ � FAX (;i01)dyi-fi134 34 ' ♦ PENNISETUM ALOPECURIODE9 'LITTLE BUNNY' A- I I gal. 15warfebt Fountaln Grass - Full plant•, l8' or- Union Stotion ♦ II \\ ~ - WATER QUALITY FACILITY sw Ktw• ft SA►� (+ Sufto 327 ! •ee epeelfieettons Poilfaid. �2r� X I LAWN FPS _-2Sd 2 \ see • eclfleattons \ �� •` p Yod _ 6542 S.L tAhO PANd �i 11111111111111111111illkkk Or*@ 0 '7272 x Phone (503 s04 FAX: (503)M-90" 01ST8,t x / �► �'d • . t .•b,. i NOTES: \ �' -%;,,,; ' . + • % 1. CONTRACTOR SHALL PROVIDE A FULLY AUTOMATIC UNDERGROUND CNIUSIGM ,N \ � + � � --�.•,^�. 4 IRRIGATION SYSTEM A5 PER SPECIFICATIONS - � 2. CONTRACTOR SHALL PROVIDE TOPSOIL, BOIL AMENDMENTS, AND AO MULCH AS PER SPECIFICATIONS 0 Mm 3. ALL PLANTS SHALL BE INSTALLED IN ACCORDANCE WITH PLANTING g, a r�lin,. AREA pc -- - - - -- -- _ _- DETAILS AS SNOUl1N AND SHEET L2 AND SPECIFICATIONS - - . wow A - b' IQIPRAF AWCRI%4 (TYP.I `\ IIIE POP✓, 0 10 20 40 NORTH PLANTING PLAN CITY OF Tip ausuwSOB p w'31y�11 PKC% DAIS: 12 AWN MKII DRAW BY' JYP CHECKM BY: FW sm" 8 A REVISED PERMIT SET 5-31-00 jos 990199 PERMIT SET 5-04-2000 ,�, ,,,,,� w►�.�ss�,M,oQ,,� ( l fit`•. .. �•�'��. k rNIM,WYa� �� .-,r........_..u..rsr.:..rwax:_-.•�.ur.u..,-.- .... ...........r»«.......-.- .:, r�r.•»a•,- - n .4,N.n�rt..i..Lii'A..,a..,».,. /r • 1 •...Yf•wir��►� ... .r. 'P �-"'«' -„�• ,v-. . +-...+-'+_•f•�f � _'T.'_.._.. .__.r.....�+.-.e..-. _..__....._-••��,��F.r,�r.-. •-"'�.,A,�"" �"'y"I"�, �- / ■ ^'�w'• � • 2 10 16 a � Ili � !! IlEllllllil!III IIIIIIIIIII!III Illiii'I!.lilll! Ld.!IIIIIIII!!ll �IIII�IIIIIII .1111111 II I� I Iliillllllll IIII -,I Owned 111111h, � IIII II Ill�fllllll llillll�illllll lllllllllllllll lllllllllllllll lllllllllllllll llllllllllilfll lllllllllllllll llllllllll •' � `� � ,w,.•,- ...,..-.,-._...-.._,...._ �� I �n udn� i n�rl� i iinhl�lnnlnfilnnhw ..-......-.,_._.,,.- ..� e-,-. �t . ..... •+-�..�-,.....:....,....�..,...,, «w.-«.r ..r•r.sw.w�rw.�.+r��.r�r...re.-.....n�rr•..-.+..•-...«. ; r' .. s ..a�yyr.a'a aa+�►�AY•MY . ... ,- -- - - . .....d.a....r-•r:_-a._..�- -•ww...aw,-w�..-.,.w«,� .:,/-,.. t '<yi�ar.i>rr•a,.,. ... �r-w•« 4 ..-. .. !•tw-... _ �,a 1M» �r Ca rl 0_N Om ' N - `l 8 DIMENSION VARIES WITH NUMBER REQUIRED — 2 ' GALV. STD. PIPES PAINTED ` PAVING SECTION, CRUSHED ROCK BASE OR LANDSCAPING • / CONCRETE mAw CASING o CLEANOUT FRAME AND COVER 4 Q Iry w - VARUrS - SEE SITE PLAN — Sr JOINTrn /�� 0.25 O 1' R/i0N►S t DOLED CROSS SLOPE _ CRETE WALK TEXTURED W�>,RNING V �.� ` c II SURFACE ^ Q '? t - - / TOOLED EDGE w 11 r O V 2 45' ELBOW I . �j � -SMOOTH TROWEL "1 a � �' FINISHac W a H APPROVED SEWER LINE •" 2' SAND OR 3/4'-0' CR. ACG. w �� 0x 0 �/ 0 k , �� a 45' WYE 6 8' ►r 6' • NOMINAL 6' DIA. CONIC. FILL I -CAST IN PLACE CURB & SIDEWALK. � I SLOPE 1:12 SLOPE 1:12 CURB FACE DIMENSIONS _ �g-� 4 1 FINISH TO BE THE NOTES: 11 SAME AS ADJACENT NATE; - - - - - ----- - ---- 1. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED SLAB • CpI=111 TO PIIAVE STRENGTH OF 3,000 PSI IN 26 DAYS, 2" TO 4' SLUMP. AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. MANUFACTURERS DIMENSIONS VARY. CONTRACTOR TO VERIFY THAT • �pE MT" LAYOUT ((SITE PLANS) FOR JOINT PATTERN. THE LONG AXIS OF THE DIAMOND PATTERN SHALL BE PERPENDICULAR TO THE BIKE RACK TO BE INSTALLED WILL FIT INTO THE SPACE PROVIDED. ELEVATION • 1OR HAS OrT10�1 TO POUR SIDEWALK AND CURB SEPERATE. CURB. GROOVES SHALL BE )6DEEP AND )(' WIDE. FINM BIKE RACK i CLEANOUT _ fa CURB AND SIDEWALK 4 CURB BREAK s HANDICAP CURS RAMP 61"fAACIc /►�.0 .A�/IYS'Vq .AB-iA1,M �� PEifi1K �.Y VwV N.T.S. M. .f. N.T.S. v N.T.S. � 1 a NATIVE BACKFILL _ ((SEE SPECIFICATIONS FOR COMPACTION REQUIREMENTS) • PROPOSED PAVEMENT AREA -------- SEE TYPICAL PAVING SECTION ^a .063 ALUMINUM SIGN PLATE - �-- - • LANOSCA AREA I PAVED AREA PA"MA1C 10 0"v I STD. MH FRAME AND COVER BLUE BACKGROUND 1" HIGH 10 DEVELOPER WHITE LETTERS AND BORDER, 011MILIn P["°I, FLAT TOP SLAB RIM 162.1V _ BAKED ENAMEL �°S.,�x ANor,Mf DESTINATION \ 18" BEHIND CURB 10M"` AW PY SIDEWALK u" "�� w�P HARLEY- .ws nn A1 I_--%I ___;_ FINISH GRADE " , DAVIDSON ---- 12" OVERFLOW N 18 I VAN ACCESSIBLE S[CN - �ELEV. _ 160.13 = WHERE SHOWN ON PLANSI Pro et 1' RADIO$ (2) )¢' DIA. BOIi-5 - - 8" MIN. � CONCRETE CURB ( ) �ARAM WELD AL1 JOINTS 1 ZRAREFYWELD ALL JOINTS � � { 11 -0' GRANULAR BACKFILL PAVEMENT ' PAVING SECTION IE IN • 158.25 (1Y) I� COMPACTION REQUIREMENTS) DRAIN ROCKPOSTc DAVIDSON "I` GALVANIZED STEEL v, POCKET 4 C.U. VALVE BOX I Bt TIGARD TI, "s �(QTE• � ` ' FT. MIN. I1. DRAIN THRUSTBLOCK• I' CONCRETE SHALL BE 3000 2 ��•_ &� N 1O PSI AT 28 DAYS. 6 SACK 6 — r I' �' '` MIX, SLUMP: 1 1/2" TO 3" FLEXIBLE > t 1"-0' GRANULAR BACKFILL FLEXIBLE COUPLING j 6" I 3' COU� Q `INCE �pMPACT ONI REQUIREMENTS)SPECIFICATIONS �,.. 1 IE OUT - 158.25 (12 ) _--------_ -+ ROCK BASE COURSE N t__- ' STD. CONC. ' o "� ter'✓�, 1 1 \ PIER BLOCK �, :-? ;. SEE PAVING SECTION \ 2 d ORIFICE DIA. s 3.91", '� - _ SEE UTILITY PLAN FOR PIPE N AST 1 TE CURB L - ��---..J BOTTOM ORIFICE) MATERIAL GRANULAR 10 - ( SIZE AND TYPE (MAIN PIPE) -6' HOLDING SPMt M.J. - MAIN LINE a CONCRETE VEP W 4L CURB 7 CONTROL MANHOLE a UTN..ITY TRENCH BEDDING AND BACKFILL FIRE 1iYDRANT io HANDICAP PARKING SIGN CdA N.T.S. VCWre C:6.0 N.T.S. 'w''""" �.� N.T,S. TNt tic., C8.0 N.T.S. N1000411 �15-0N.T.S. HSICN CUR AM I SEE DETAIL G�, 112 - or FwA� Kolb olvtia �dy 1B1 "TAPER CURB /00ABLED SIGNAGE PER -ASPHALT STATE REQUIREMENT CONCRETE FLUSH 28"x2" CAST IRON " - (16) )►! m HOLES EVENLY Y�"• OR WELDED CRATE / SPACED AT BASE COUI'SE HINGED TRAP (1 MIN. ABOVE INVERT ELEV. / OF OUTLET PIPE.) �� 4' WHITE STRIPES K' CAULK PIPE INTO HUB � AT 2'-0" OC TYP. j / / PAVING � Q ♦+ 30' TYP. 6" 7" y� • NOMINAL ° ° o Z s r i w+ Y _ ,. RAMP TEXTURE A h DIMENSIONS I - ouaoA'' - - T ' ✓ I. NOTES STRIPING �" �+'� r�� (SEE NOTC 1 �w W z �'1 "" _�IW 10 GA. STEEL ALL WELDED rhf N' W eJ AND SIGNAGE TO COMPLY J �� a DISABLED SYMBOL. WITH ORDINANCE / �� "'��' ro J� PAINTED PER ( t � > W CONSTRUCTION. ASPHALT EXPIRES: 12 31 Ot %=,aN LAW l ORS 447.?33. o N-_ - - 3" WIDE PAINT ' 8 S' d hs�'�� xi O O O CONCRETE TEXTURING o EMULSION COATED INSIDE t� 2. DISABLED SIGN TO BE I STRIPE TYPICAL �� +w 6' `l e 1 g � AND OL7. (24 SQUARE OR �_ RAMP TO BE FLr1SN g" / NOTES: 04 GROUP MACKENZIE 200 MOUNTED TO SIDE FOR it WITH PAVEMENT �" • NOMINAL V ROUND.) Q VAN ACCESS LOCATIONS + /' DIMENSIONS 1. TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED INVERT VED AND MAY BE CENTERED NOTES; FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. THE LONG AXIS OF THE � THESE DRAWINGS ARE THE PROPERTY OF -4' MHITE PAINT STRIPE =- FOR STANDARD DISABLED 1, RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE. PLACED DIAMOND PATTERN SHALL BE PERPENDICULAR TO THE CURB. GROOVES SHALL BE }{�" ELEVATION GROUP MACKFNZIE AND APE NOT 10 DE SPACES. AND REMOVED FROM INET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. DEEP AND J�' WIDE. i USED OR REPRJDUCEDIN ANY MANNER, .7 ,� � •- SLOPE AND I.E. VARIES NOTE: WITHOUT P�r10P wR111EN PERMISSION ; — THE LONG AXIS OF THE DIAMOND PATTERN SHALL BE PERPENDICULAR TO THE J1-0 (FJ ' Q (TYP ��\ �'� CURB, GROOVES SMALL BE xi' DEEP AND )fi' WIDE. SEE PLANS 1) MIN. 2'-0" COVER ON ALL PIPE IN DRIVE AREAS. -- - 2) LYNCH TYPE CATCH BASIN OR EQUAL REVISIONS: r HANDICAP PARKING STALL STRIPING HANDICAP PARKING SYMBOL (�SOUAFE WF40ED HANDICAP CURB RAMPr14 TACTILE WARNING SURFACE CATCH BASIN ?FVIs4oN Earw�1 A N. �.0 N.T.S. �� N,T,S, (�,� N.T.S. C6,0 CLos,Nc DATE MSTALL7 «rMr „ :;17 N.T.S. iAi".fllE C-BASIN IN LYNCH STYLE A x 1 8" P STD. PIPE BOLLARD / GROUT FILLED, PAINTED BLACK A A L— _-- �� SHEET TITLE: -SIDEWALK FRAME k GRATE NOTES; x 4' O.C. 1. SPECIFICATIONS FOR CONCRETE AND MISC, j MATERIALS USED IN CONSTRUCTION SHALL DETAIL S H E E T = CONFORM TO CURRf.h; APWA STANDARD SPECIFICATIONS. f 2. INSTALL STEPS WHEN DISTANCE FROM TOP OF GRATE TO FLOWLINE OF PIPE IS I PLAN 8 —J GREATER THAN 3.5 FEET. N DITCH ml -poryow �,--18" • CONCRETE FOOTING _ MATCH TO a ---- I I GRADE o; i '.�`� DATE: I I -la•q� I I CD 0. ; 11 DRAWN BY: FLJw 0 r 1 a /� F I I �2 mi I �`_- I CHECKED BY- SHEET }! - --- - -U I I --------�--+ SHEET r r SECTION A-A SECTION 0-0 107f0t�, d euP:000,00�e� � to BOLLARD r17')i4! CONCRETE DITCH INLET 3201 » W.V 3/4- s 1 30L1AAD C6.0 OF _ N.T.S. ,M,,rr• _ , JOB N0. 9 9 0 19J qae: aro*t�+ ealrn .v..al�vxw ,. 1�-. .< L l 10 17 14 16 L Ili U ill�lllllllllll IIIIIIII1111111 11111111 IUIIII1111111 11 II,IIR 11�111iI1lllfll II11111II111111 11111111111111 IIIIIIIIIIIIIII Illlllllillllll IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIII I,III(1 -...... ...4,-..,,,.......,�......._._....._ .. ., ...._.. .. .. ..... _ ... .. _ .. ..... .. ,....-..r. ......_ ...._.._....._......r�.-.-.n..r......... .. -.... ...x ..x r.....�.wrwr+..sr+orr•rr-« .a"rr=e....._.. �.. ., w.•_�r.o.r rr...w..wa-+rw.,�..•+.rs.r.e..�f..ww.e .r, nr.�.•, -' . .. ,/'.✓n..+..wWOCr. -I�MIM"++.,�/•eh+We .,. .rr . w.. ry. .. -... � ... .... �,n...a.nnw"r,...++r.Mn«. -.r..r. :.rM�.w�..., r .. r..awn+YN.rr••.rLn+.+l�w.ww...«..._. .. .sk... ._ .r.... Iry ER( X'ON NCCONTI' .. NOT., I. CONTRACTOR S+IALL INSTALL AND #"rAj LEGEND DURING CONSTitUCTION (ANY I" a THE ifEAt A,E %-h AND SI:.D IMEA,T CONTROL PLANS TEL]It16C�1L �tR e 1994 AMU UNIF'ED SEINERAGiE AGENCvs OES�OW � jC4�Ls i RW 96-44, Ch PTER 8 �► CATCH BASIN � �.QM�� 2. APPROVAL OF THIS EROSI��N T Q'1111140. £b+C` CJI. 3 '6 x w ti CONTROL MANHOLE AN APPROVAL OF PERMAI T ROAD OR ID A SIE Uff MNG. 1"J'.dFP'tow SANCUT LIE Of RO`LDS, PIPES. RESTR{Cti0Al�5. t]1dMNlEiS, RFnbMTiaY FA� -j ETC.) �� -- 201 PROPOSED CONTOUR 3. THE IMPLEMENTATION OF THESE ESC PLANS �w� OCN610 REPLACEMENT AND UPGRADING OF TI'4:SE ESC T ACAIT>ES�ACAl�l1i. OF THE CONTRACTOR 'NT EDpSTMiG CONTOLUIt GRAPHIC SCALE >� � �>�,M�iliga: rr E ALL tS LIC Ib iM ..-•o o_, o _ ro �o- - _ - .e ESTABLISHED. THE DEVELQr'fR BE ,tSYERE, r s DII�NT FE1IL'f w THE 1M11F� SEiNERAGE AL2~/i1C1( C:STWoj ► ito'MM' 15SiF +IF ► r` - - -- -- - THE PROJECT IS AFVROVED UNTIL TME Wft AW St-t D qa I�IAAR BWCI( 'WALL �-_�-�-- ( Ix r'1:et 1 THE BOUNDARIES OF INE CLEARMtG LANTS Si OM Orr T*" �JM1 Soo aAs Q CLEARLY FLAGGED IN TINE FIELD PRJ1)* TO COIt.S1AVCT� ,4 i ( t inch 20 ft CONSTRUCTION PERIOV. HO DISTURSWl - BE Ir+4►ry 1W F'I �,� SHALL OF PERMITTED. THE FLAGGING SHM t IIB 110SA 1TA� ;r %t �/ CONTRACTOR FOR THE G'URATION OF CONSJMXIAa,y S. THE ESC FACILITIES SHOjw, CW THtS pLAW YllST CONJUNCTION WITH ALL %RINC A1rb OttgDlwC SyZTE� �Mt� 'IN �,�* MANNER AS TO ENSURE THAT SEDd1AEAliT Me ' 1.iT �� ; O -- - ENTER THE DRAINAGE SYSTEK WMWA1r'.�. OR illQlAl. A'*1 r.F _ - - STANDARDS. � 6. THE ESC FACILITIES SHOIMr ON Th'tS� PLN ARE 401111111JI11 Ar Ju J � O ap ANTICIPATED SITE CONDITIONS,. Dllt•,iW C MSTt�;T� SfA ,I,tF FACILITIES SHALL BE UPGRADED AS ►*LDED FOR UWAKCIED S,A,fOW AND TO ENSURE THAT SEOMAIFUII I AMD c - THE SITE. 0 1 LAX MA►9fJk S�.E, 41IDR i;EIA� o PROVIDE INLET PROTECTION 7. THE ESC FACILITIES SH . SEE DETAIL 3/C5.0 _ ALL BE *tSPE:CrED DAr,V gr T*t �yF•p_',�„�► I - (TYPICAL) FUNCTIONING.NTTR CONTRACTOR AND MAINTAINED AS IIEL�9SA*r T® {AgjW 'lot`.* y �I & THE ESL' FACM71ZS ON INACTIVi SITES SMALL K M19PECIEL j • MAINTAINED A MINIMUM Of Ok<X _;.,,1t4 OR MT#4* 2?AI 1$DOW�, \ \ \ L A STORM EVENT. \ , 9. AT NO TIME SHALL MORE THAN OW FOOT OF 5E1/IN1ENT Of r \ -- ACCUMULATE WITHIN A .RAPPED CATCH aMSSW A{t �T� I�Swb , CONVEYANCE '_INES SHALL BE CLJEA#*D PRIOR 1-0 PAVW A•f aZANW.r f I I 16 3 r OPERATION SMALL NOT FLUSH SEDIMENT LJi[IEAI rI►t�TEV INTO 11+E 9.AW,,:"aEAM SYSTEM. 10. STA8ILIZED LRAVE.L ENTRANCES SHALL BE INjT� AT 1W �•��IJ�r ,1f - CONSTRUCTION AND WA1NTAfiEO FOR TME DLOATIgiy A ADOITIONAL MEASURES NAY BE REQUIRED TD E7M519rE AST ALL Y, AREAS ARE KEPT ME �RA1 � F•*&Cj -- ---. • E CLEAN FOR t �W OF 1 1 11. STORM DRAIN INLETS, BASINS *4Z ATNFA nrjAjbS `>� 4U BE sWo 15E4E1Ott RE-ESTABLISHED.ILPAVEMENT SURFACES Aft COMPLETEDrES>ETAxT7rQ11 �► PIR 12. PAVEMENT SURFACES AND VEGETATION Aft It) lA PjACM ,pI Y�rj, 4y ` \ 13. SEEDING SHALL BE PERFOP••ED NV LATER THMu �SE,v1L,/i �r •r p;IF ?*,* D� JF,2PHASE OF CONSTRUCTICA. BUILDING AREA= I 14. IF THERE IS EXPOSi� SOIL OR SOIL NOT FUU-r 57 e+ I EA •, NOVEMBER 1 THROUGH APRIL 30, THE dC1 AEAIKV tjR�rr,•�•�*-j � 1 \ 24,480 SF MEASURES WILL of IN EFFECT. SEE SECTIONS 3.3 7 A4E 5_j,8, Prsrct t, -- PROVIDE SEDIMENT FENCE TECHNICAL GUIDANCE HANDBOOK. FOR RESIUMEyEjtrTy 1 FF ELEV.. 163.50 SEE DETAIL 2/C5.0 _ T s (TYPICAL) 1 15. THE ESC FACILITI:S SHALL BE REMO" BY TME DE LL'OAE>F ASAHAR � { 1 VEGETATION IS FW-LY ESTABLISHED, I USA DAM" 16. P�RIOPYTO AKINC�1TMENT AT 844-8444 AI�N7+r FA1Rt AIQb j 1 ON SITE. TEMPORARY SQ MENT FENCES ' \ - TO REDUCE THE TRANSPORT OF SEDIK."T FROM A 'OIX,IIAipi1C'�ISIN 'SIM ®'M G--:__:`_:-�-------•, PROVIDING '. TEMPORARY PHYSICAL BARRIER 10 Sf-1>I jW-,r Ago jejWa1t� RUNOFF .-LOCI TIES. \ A � \ \/62� - 1 ` `ss \ �\ • 1 POWN SI-JPE OF DISTURBED AREAS 1*4M 4%N y IAAy +�Fc Ar✓ �\ \ SHEET RUNOFF. I I AT THE TOE OF SOIL STOCK PILLS. \ OF INTERVALS AINDICATED ON SHEET L15.0 ALgwW ; AHE aWjgot1� \ - _ DISTURBED AP'F_A i. o AT GRADE BREAKS EXCEEDING 20Z ♦% e I FOLLOWING DISCHARGE FROM A SEDW NT TRAP OR F'OW \ - SEDIMENT FENCES SHALL NOT BE MISTAiIED Ao�(.r5'S SAIKE Vc , _ _ • ; SEE DETAIL 3/C5.0 r; SELECTION OF FILTER FABRIC TENSILE A16D gt ttr't� STnIE#IGT+o r r CHARACTERISTICS DEPENDS ON THE SUPPORT FEkCr. i-*jW ATTACHED TO CHAIN-LINK FENCE NEED Vov P'OS%g$ TSE c� • STRENGTH AS ONE ATTACHED TO A FENCE SOF 6 BY 6 L►0+ \\ NO WGINFORCING WIRE. SELECTION tS THLtS BASED ON SAANf,DAgp ENGINEERING PRINCIPLES. SYNTHETIC FILTM FA8W qw*,.L ®r„p sftULTRAVI - \ ^ •• MINIMUM aOFTSIX MONTHS RAY TOF EXPECTED USE ORS AND STASKIATiM ToDmSTRUCjW% L� ATA TEMPERATURE RANGE Of pF Tp 1TTl"F. PROVIDE Ca>tsr ttfil►1 ALL MATERIALS TO BE IN GOOD P+4rStC� 0010111OW TO pjto X y�IR ENTRANCE 'I • IB�� / --- -�-� `�. I N SEE DETAIL i/C5,0 PROPER -SEDIMENT RETENTION. ,r • --------------- -- ATr �J �� • 1 NO TIME SHALL MORE THAN A ONE-FOOT Of_PTH OF X39 ' �`� BE ALLOWED TO ACCUMULATE BEHIND A SEDMAE 1KT F{lY�.E SW �i PROVIDE SECIMENT FENCE • SHOULD BE: REMOVED M REGRADED INTO 4/ SEE DETAIL 2,(C5.0 `\-�\�� '. �` � �' O SEUPES. AAIi'i T+r'E SEI111,If�li' l' (TYPICAL) ` !!\� - __. ----- �.- FENCES REPAIRED AND REESTABLISHED AS IAEEiIfD �► �' • r -� -�� ,�� --- -- `� '1' BARRIERS SHALL REMAIN IN PLACE AND BE MAINTA%Cq 9r l M. ---� `` CONTRACTOR UNTIL GROUND ()OVER HAS BEEN q FFyMVTLr litPiRES: 12 01 ESTABLISHED TO PREVENT EROSION AM UNTIL OwE,R pAS Br,,Mpr STORM DRAIN N T PROTECTION II rKSF PA A c•rrX f RTY OF - - T--- . _ - ''A% A0 Ari W T T� r -_ t0 PREVENT SEDIMENT FROM fA/TERI"G STOMA DRAW Sr sTws f+gTjp A, . � �.�",f0 ��► pfwK�6..rf0 rro a+wr r�CA. ----- -_-_ J -` _ --� l TO PERMANENT STABILIZATION Of T rMMOut Pmcp ,vwrTEft % ------------------------- ------------------�__•__� CONOITIQNS WHEg _ ACTICE APPLarS WHERE STORM DRAIN ISLETS ARE OPERAT"gAL 9EFF� � js�r 1 STABILIZATION OF THE DISTURBED DRAMAGE ATEA �"" cLosac ADJACENT TO ANC IMMEDIATELY D0004'XL OF LtTIjiry T� CONSTRUCTION IN EXISTING PAVED AREAS IwTHt CAIoH $ASID qpp,�� A• x , fit QU12L LMLEI9L�EC1F ICA T121S. C�,5C/A' DE A F 7j� SEE DETAIL 2/C5.0 FOR S1p�A aitA� 88�� vRptELT1OIr — r•I'Y BERMS MAY BE RE00:RtO Tp DIRECT ,'MtAJNAGE Tp F'LO& •rtFttt',,,-y" THE FILTERS AND PREVENT BYPASSb4 OF T+E WAII , -�-w-+- - I / AT NO TIME SHALL MORE THAN A ONE FOOT MPTM, QF :r�DtAAE�I ALLOWED TO ACCUMULATE AGAINST STORM DRAM1 ]hg.F', PRVIE.'C.—rM ' MEASURES. SEDIMENT MUST BE tE,WO" AND mfr x�pTgtiT „ MEASURES RESTORED AS NEEDED TO MANTAw uCp 1t' TRAPPING AND FILTERING CApABUi T Y. x,. GRAVEL CQNSTRUCTIOPt ENTR � '�Et nTLE. PURPOSE: SITE TO REDUCE THE AMOUNT OF MUD, DIRT, RUCKS. ETC. 'rs+.IaNISP', p-E„ ;•,�.;, EROSION z ROADS BY MOTOR VEHICLES OR STORM WATER Rt**DFF $+r rgWp1,v'Jw A CONTROL STABILIZED PAD OF GRAVEL AT ENTRANC,ES/tXITS TO � oWst�"rj% y. $[1 CONDITIONS WHERE PRACTICE APPLES PLAN i A N AT ANY CONSTRUCTION SITE WHEW TRA f- Wju W LEArfA►G ! LJ'� -` ---F- AND MOVING DIRECTLY ONTO PUBLIC ROANS, pTHER PA�AL,L A#%W. :¢ 2x2 WOOD POST AT 4' 0 C OTHER APPRn.LO ACCESS POINTS. STANDARD OR BETTER OR in' o. EOUAL. _ DESIGN CRITERIA/�CIFICATION� CONCRETE BLOCKS STEEiFEAi POSTS, PLACE �EGGEgS WIRE SCREEN,,-< ! POSTS E 6 O/C MAXIMUM_ /C5.0. SEE DETAIL 1 G MATEI7IAL SHOLII.O BE Y TO 4' OUAi�RM ;S9A1,L5 �S��NO !I! GRAVEL FILTER FILTER FABRIC FENCE THE GRAVEL PAD SHALL B!• At LEAST B !/M(�F£5 T (,wr /dyL y� - alFti� 11/15/ i F PP \ 36" 11A0E ROLLS IN LENGTH. WIDTH SHALL BE THE FULL rMT" OF T4. eE�,yE r �\ INGRESS AND EGRESS AREA. (A 20--F0OT MIAAIMIAIA PA() LIEMG�� 1_ ORAYN3 B1': ' �. MAY BE ACCEPTABLE AS APPROVED FOR Sp#gL£ FAMILY AAIp IZLIP4,€o 10( RESIDENTIAL CONSTRUCTION SITES.) ChEGk1:0 B'r: "b ADOITIONAL GRAVEL MAY HAVE TO F''- ALD(,:D PfJn%)K.^ ,L�r 0 Sh+EF.t MAINTAIN PROPER FUNCTION OF `.sE PAID. } �/ IF THE GRAVEL PAD DOES NOT ADEQUATELY ; 2" TO 4' �" OVERFLOW WIRE SCREEN - • REWWE VWT *AEj Mjp FROM VEHICLE WHEELS SUCH THAT MUD AND OTRT TRACv, t'G IS QUARRY SPALLS ("-� { NATIVE BACKFILL EVIDENT OF!- SITE, ADDITIONAL IAEA9Ip,IES MUST BE 'TAAT#g rrA;w I• 1 SUBGRADE REINFORCEMENT L .I RUNOFF WATER 12"-24` MEASURES MAY INCLUDE HOSING OFF AL3 gEFOK K"t, GEOTEXTILE REQUIRED. PROVIDE FULL WIDTH W/ SEDIMENT �?= BURY BOTTOM OF 4" T!;c SITE OR OTHER CONSTRUCTION TECNN10l1ES/Irpga Uo"ftR>o'ra*•INtS 4 OF INGRESS/EGRESS AREA 1" 4 MATERIAL MIN. MODIFICATIONS. WHEEL WASHING SHOULD 6- +Dq�rE pW TK WAIF.a +�mwaarrwt r GRAVEL FILTER IM 4x6' TRENCH PAD, AND WASH WATER NMI 8" MIN, DEPTH DROP INLET A T SHOULD UR MI MIRUUp►� A Silo_TFJIP�}N1',� i•� FILTERED WATER W/ GRATE STRUCTURE PRIOR TO LEAVING THE CGhIS 09C19UTA 91% CONSTRUCTION ENTRY 2 INLF�1" SEDIMENT CONTROL [ROSION CONTROL CONTRACTOR IS RF_SPONS19LE FOR AL.Li WA'9U11ES R+ESI�•93A�E+D '�; sxs,s , .�' "' � ' •a.ryoaaRo c� N.T.S. FABRIC SEDWNT FENCE REQ �N� ALS i«ra tirt[e r,e.5[O aN.or•xtr -- --- --- — -- - -- PUBLIC STREETS CLEAN AT NO AODiT10►1AI ()(DST TO �jo N.T.S. - ()31r9'Lv1`ER �7PEPTr NtNE3 AS "'� 994199 - USE SU9GRADE RFINFORCfMEt1• (E*ItEK'lll.iE 'M14F• 'l�orF' tl►*+ti .. -..r.r,.:: <rwNwt•.e*wr.r.re.:. w.i:N%a .n hk`1be4RrC x ....1;1. !S lr) 911t rfl- p 1 V all ' f >N nt C . y -T orIA61— 0 2 yy - • IIi�itL t1111 I+ fill nuu uu) n Intl i n�L a��dn illi ualAIt - 4 w.-.. .. .+......-n.r.-.:.,...-.W...rw..... ...r..-. .--s».-wx..�,ss.firnnrYM'_Y.iM,.wM a ..+.....ww.. •tist s�.r..�sw+•.._.w..l.w...!•. .r1....._.w.... w Lniu, 'r.wV../i 4r+r..•..--.•w......• r r'^.�+�rn.. Py ,AW • W. - I ; . . ..-.... . i� ... � w-...... r..,rWAF. _,.w. .ww.. .,+ i1.�1111Y•... . _ , e � ......w..cer.. ,.r � "�" - r^.w'e•..-.t,M6s.wY+•'r►+.'"�w_ _r�•.ns,.».,r-a..-s. ..,+v+x..:w. ..w-.Y.». _ .. �lfr Ti-., 14' t 0n A Al j ! GENERAL NOTES ' � • I f ...- EXISTING FIRE HYDRANT 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF CITY OF TIGARD. THE UNIFIED SEWERAGE AGENCY, AND THE CURRENT EDITION OF THE UNIFORM GRAPHIC SCALE: PLUMBING AND UNIFORM BUILDING CODE. 2. WATERLINE MATERIAL, TO WITHIN FIVE FEET OF BUILDING: FIRE LINES(PRIVATE) DUCTILE IRON, TYTON JOINT, CONFORMING TO AWWA f _ C-151, CLASS 52 O PVC CONFORMING TO AWWA C--900, CLASS 200. Q L { TEST: TEST AND STERILIZE AS REQUIRED BY THE LAKE GROVE WATER p' ' 1 1 tt�T DISTRICT AND UNIFORM PLUMBING CODE. 3. SANITARY SEWER MATERIALS: U INTERIOR AND WITHIN 5' OF BUILDING: CAST IRON PIPE Q I OTHER AREAS: PVC CONFORMING TO ASTM 0-3034, IF MORE THAN 3' OF COVER, OR USE C-900. Z � r DRAIN CANOPY ROOF-, �• V �! -- =- DRAIN THRU CURB RIM=162.75 4. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT ,3 1E-160.50 SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR !NSTALLAT!ON IN THE ; c D. Y DIMENSION, COMPONENT SPACE PROVIDE THEY DU NOT SHOW EVER D SI dmm� - " /� - - - - - PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMFLETE THE PROJECT. '• Z ' ` - �'� _ w �-- ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH `? 4) M ` -- 8 • 0.34X EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. .I 163.E EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION 0C FDC -a 4" O IX - SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, - PROVIDING SUCH IS PERMI FTED BY i-OCAL PUBLIC AUTHORITIES WITH JURISDICTION, BEFORE_ BE'.',INNING CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. - - 5. PROVIDE CLF.ANOUTS AS REUOJ� EO IN THE CURRENT UNIFORM PLUMBING CODE ! 184--- CHAPTER 7, SECTIONS 707 AILD 719 all 7al -1Q6.3 NOTE: NOT ALL REQUIRED CLEANOUTS ARE SHOWN ON PLANS. ' 6. TERMINATE BUILDING FIRE SERVICE AT 5' FROM BUILDING i I t l r L 1 7. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS PRIOR TO - 1 COMMENCING WORK. NOTIFY ENGINEER OF DISCREPANCIES. ' \ 1 _ S. EFFECTIVE EROSIO14 CONTROL IS REQUIRED. EROSION CONTROL DEVIL'S S r �--163- --� - U MUST BE INSTALLED AND MAINTAINED MEETING USA AND FHE C.E.Q. 6l" • 0.5X REQUIREMENTS. USA MAY, AT ANY TIME, ORDER CORRECTIVE AC'i ION / AND STOPPA.CE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. I I rn IE - 160.47 9. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE _ - ------_- -� 1 CONTROLLED WITHIN 'THE WORK SITE AND SHALL BE SO ROUTED THAT 6"• 2X 1 ` 1 �� ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING - SYSTEM ARE NC'. ADVERSELY IMPACTED. USA MAY, AT ANY TIME, DEVELOPER EF ECTIV►_RRECTIVE ACTION DRAINAGE CONTROL.D STOPPAGE OF WORK TO ACCOMPLISH DESTINAM I 10. UTILITIES SHOWN TERMINATE 5' FROM BUILDING, SEE PLUMBING/MECHANICAL _ 10" • 0.5% DRAWINGS FOR C✓NTINUATION WITHIN BUILDING. CONFIRM SIZE, DEPTH & ._ LOCATION OF STORM, SANITARY SEWER AND WATER SERVICE. CONNECTION Al�LEY i AT BUILDING PRIOR TO CONSTRUCTION. DAVIDSON t 11. ALL STORM PIPING DESIGNED WITH AN 'N' VALUE OF 0.010. 162 1 oIE• BUILDING AREA= - _ 12. SURVEY PROVIDED BY HICKMAN AND ASSOCIATES, OCTOBER 12, 1999. Project 0 2% �t' 24,480 SF IE - 160,60 RAREFY- a - �l' \ f FF ELEV.: 163.50 IE - 1".49(10-) DAVIDSON ' T TIGARD LEGEND co `•\ PROPOSED SANITARY SEWER IE 159.90 IE 6"0 2X PROPOSED STORM LINE N ', L • 111 \ �'-•"-'�- PROPOSED FIRE WATER G.B. ••'s O � � � PROPOSED DOMESTIC WATER i RIM-161-441, I T (� IE-159.55 QO 0 12' 0 0 5X 1 PROPOSED CATCH BASIN(PRIVATE LYNCH TYPE) .K 2" WATER METER- IEW ' s:•;f>�a•�- V FH PROPOSED FIRE HYDRANT �. AND BACKFL W r . , w `,PREVEwTER FDC PROPOSED FIRE DEPT. CONNECTION t , 6" � x o J RjV-161.90 EXISTING WATERLINE ire O$r % r EXISTING STORM LINE � If 1561. 12• EXISTING GAS LINEfl� EXISTING STUB - - _� 1 CONTRACTOR TO VERIFY SIZE, '�'•' PROPOSED CL50 RIPRAP ELEVATIOM AND DEPTH PRIOR \ (MINIMUM DIMENSIONS: 3'x5'xl') TO CONSTRICTION. �• H 6 BACKFLOW- PREVENTER 1 N� ,Z" • 0.6X- 0 .dX RIM=160.50 r 4C. -•� •� �� _ � �` - � .IE s 158 T5 -�l.J r Cl S9 \ '� ref W W. 0J � �` --------- \ 160- _. J GROLo MACXENZIE 7000 y • ALL RIGHTS NESER„FA CONNECT TO 12' STM \` ' THESE DRAVANGS ARE THE PROPENtr OF CROUP MACKLNVE AND ARE NOT $0 9E EXISTING SEWER STUB ` - . CONTRACTOR TO VERIFY SIZE, \ - - - .a�•� : ..r.n.-.,:.�_" USED OR REPRODUCED nt ANY wANNtN t. EI-ENATION AND DEPTH PRIOR I - -__- -""------------ - - -• _---_- w�-1Hout WOR LTTE . Y '� . T0�C1?NSTRUCTION. ---.�..•_• \ 7 H_INLT -•-....-.---•----------- - ---- -- -- "- REVISIONS: l TRS 5� O REVnsCw E TTM ' I Ut 1 AILG6.0 CI.CrSMIG UA7E CONNECT TO EXISTING VAULT. A x IE IN - 157.95 CONTRACTOR TO VERIFY SIZE. ELEVATION AND DEPTH PRIOR ) 1 --' •TO CONSTRUCTION. � , ! /lei 'i •--•--• _ J SHEET TITLE- SITE UTILITY PLAN z DATE: 111�1 %eQ DRAWN BY: CHECKED SY: I'_u SHEET 4 w 0 torso aw crcar.•„r -, suri000•ootn,�n:elo.�� s+a r OF JOB N0. 990199 bAsm ON A AIRY[`/ •,:AND.SS?.0 64 9.1' 1 '1 lMI, !m " n.iH ••VI- fN'ol•'Xr •Y.•7 x . . REVISED PER�11T SRT 5--31 00 Y 2 'C r2 1 I f ' • r 1 1 IIS . 1 I��'I III�III IIIiIII IIlIII1111111(.�!I+ ,: IIII I1111illilllh; IIIIIIIIIIII Ililllllllllllt iI�Illlllllll UUIIIIIIIII (' I I � ff ffllflll�flllll Iflfflf�flfflll IIl1►IlII111lII IIIIIIIIIIIIIIIIIIIIIII�IIIIIII IIIIIIIIIIIIIII Illllfllll 1 nIr i1lunuatbafMl; ' s ,,.w; ,w•r.b:•,,,.�.,....-�---• .wr•_- ui11a�1,TtilraihiTiluuh�iln�d��i�i 'I.:''°!F'' ... r. ...-n _ _.... . ... ...._ _-_. ..._ __+ua.wrs+..-.�,w+.,..i.a..+ww...,.+w..�.r.. .w-�..�.+..�x..�.a..- .r ..r..-r s- .��:•. �.•_�. .�..., r t. r.� A* } w•r+•_r_ .� .�+v.•.•T...sou-w•.a.rrr-�wbFre-r.+.+r++.M...rrt-.wrv.vw.r.._r'�Fn,_.r..-....._..v. _..__.y.rr�..... .,�.. .r+rr...�-n�na•r.V.. ww.r.r'r-.a...r....r.�.rar r•.r-rn..._w,_ w_......r.._...r-w....r-._....r.w...,.+._.ar....r._.n.r...y r�_wwF.wr.+_n•w,.'T+w-/e,Tw•_..,r„w..wr,r.n•.r....Mn•w.w4./Y•.rrv_�....ww�-... ... ....__ 4iN�+�”—. -nr..r-.. .. .Y..wn_w+rr_.ww,•_�ww .�. . —.r..tir.r.r.•+ur.�-_� -..- r-r.-+w�_r.aw s S GRAPHIC SCALE NOTE13 y - m 0 10 20 .0 _ , . a f — - -- -- ---- - - 1• BRING ALL GRADES TO APPROXIMATE LEVEt`S INDICATED IN neer 1 WHERE GRADES ARE BE THE SANE AS ADJACENT SIDEWALKST OTHERWISE , CCUFSS� OR FINISH AOuS CNT�OOE i I inch = 20 Tt OF ADJACENT STRUCTURE. GRACIE TO UNIFOR1f LEVELS OR SLOPES `�' __... BETWEEN POINTS WHERE GRADES ARE GIVEN, ROUND OFF SURFACES, AVOID c I ABRUPT CHANGES IM LEVELS. ROUGH GRADE 1O ALLOW FOR DEPTH OF c .S CONCRETE S«ABS, WALKS, AND THEIR BASE COURSES GRADE FOR PAVED W i 4 DRIVES AND PAVED PARKING AREAS AS INDICATED AND SKCIFIEO HEREIN - MATCH EXISTINU AND PROVIDE FOR SURFACE DRAINAGE AS SHOWN, ALLOWbK, foot iHICXNE'SS LL § a S• PAVEMENT ELEVATION BEGIN OF SURFACING HAVE•dp RIM-162.75 r CURB SETTLED AT COMPLETION OF J08 ANb AFTER $ACxiILL(NG BY OL _ I J OTHER Lu �• _ u 1 - - SOR ERODED CRAFTS TQ CT COMPUTED, ILL AND , K GRADES. ACT AKAS *hICM , 1>r r OGRALANG Z . 'BJH a ROUGH GRADE AT RAN�J"_A LANDSCAPED AREAS f 1 t01 r FINISH GRADE PRWR TO PLACING FINAL SURFACING•. to I it 1 2. EXCAVATE FOR SLABS, PAVING A T f* ' • -� NO OTHER IM OVf 11lE N f S TO PRROPEER�COMPACTION OF REOU BAr 1 J ` S AND LEVELS SHOWN OR RE , ALLOW FOR FORM CLEARANCE AND FOR OP XFk,.NNG MATERIAL k; I 144 -� ExEXCAVATOR S3 MUST COAIPLy WITH 0 R,S. 757 50 THROU04 757.571; 72c CHOURS MINIMU) PRIOR, NOTIFY TO START ALL UTILITYOF WORK, DAMAf TCOMPANIES FOR IO LOCATIONS 4 T I UTILITIES ALL BE CORRECTED AT THE CONTRACIOR'S EXPENSE RIM- 3. EFFECTIVE EROSION CONTROL IS REQUIRED EaMrift CONTROL DEVICES 1 I RIM-M.30 MUST BE INSTALLED AND MAINTAINED MEETING THE UNIFIED SEWERAGE AGENCRMAREY CORRECTIVE ACTION ENTS, THE �S110F.1A"1OlCT x Mol, AT AftY JIM(ACCOMPILISHfYfEOCiER 1 EROSION CONTROL. "E 1444 4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED DRAINAGE SHALL BECONTROLf fr ADJACENTEPRIVATE PROPERRTT�Y, PUBLIC'' PROPERTY " HE RECEIVING I00 P � SYSTEM ARE NOT ADVERSELY IMPACTED THE CdVERr11WG ,JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE ACT104 AMC STOPPACE OF WORx TO IACCOMPLISH EFFECTIVE DRAINAGE CONTROL 5• FOR LANDSCAPING. NG. BE STOCKPILED DURING rAAVS,IRUC1" AND USED DEvELCWER DESTINATION 6. THE SURVEY INFORMATION Sr4OWN AS A BACKCR01JM0 SCREEN ON THIS SHEET HA�IILG 1 — � RIDGE IS BASED ON A SURVEY BY HICKMAN AND ASSOCIATES, AND IS SHL*k FOR 'y +• `�, LINE REFERFN! 7E ONLY, CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS I WITH HIS OWN RESOURCES PRIOR TO START OF ANY COMSTRuCIWN, r DAVIDSON 7 CONTRACTOR TO COORDINATE GRADES AT ENTRANCE WITH ARCHITECTURAL 1; 102 PLANS PRIOR TO CONSTRUCTION, I 60 RM1m161,44 BUILDING AREA= ,d3 9. 2% MAXIMUM SLOPE AT /ALL HANDICAP PARKING SPACES. Project i T' 24,480 SF 9. 57: MAX SLOPE EXCLUDING RAW S) AT `'EDESTRIAN SIDEWALK CONVECTIONS HAF .EY- r" `4 FF ELEV.: 163.50 1 BETWEEN PUBLI RA.W. AND BUIIl,INIG ENTRANCES _ DAVIDSON 9 0 KUM RID6L �RD a [IN sr✓ 163 . LEGEND 165 CONTOUR LINE X 4 4 \ FINISHED GRAPEE ELEVATION CATCH BASIN Mal C"OF �ONrp \, 162 1\ I ,�' - - _ 1 1 SOA pp low { MR0,57LOPE 1 I 4 At ei X rt�y �. -161 � RIM=160.50 JA �•'t'i ------- - �� Y 162 1 1 EXPIRES: 12 �1 01 —160 CROUP MACKENZIE 2000 ALL RIGHTS RESERVED THESE CRA04GS ARE THE PROPERir OF CROUP MACKENZIE AND ARF NOT TO BE SEO OR IN ANY ------------ ./,C_� uINTHOUT PPiORuVOITDTEN E14MISSIONr. HL1 LET rte_—.. --- „—_ !.__-_._....--_�„__r•.,rr r...___ r ��`._.”' .._ -_`•..� ' REVISIONS: . I CLOSING GATE r REVISION EDITION A 1)E SHEET TITLE: SITE GRADING PLAN ` DATE: 11/16/gq DRAWN BY: CHECKED BY: t�► F SHEET Tnn ew c..e,.e. C A2.�M-r'AOIr4' 060 if Of ay JOB NO. .54,...i.rr;.O.Kp H 990199 i:. MlrM\.,MC!•OM1t4T NMI%tld� . :. n..,�-y-.« +IRIAMk.��rIA�G•bFeRrATW A� • .amu,+•tort.ur.+rr.. ..►wr.n.we...,..� ro..rr�nw►a+Mrwea� r..., .crnwh`r..,..,... ... -._,....rw. . ,...,o,., - rr� '�RIRdIM .:-fir.,., ..` IIA ..51� �'' 'ww.n�r . NwrYkSED PE.P SET -.:.3( . � NI 40~1111 wo 3 1 pp bol will 2; 10 ' 12 s4 c li II Ii�lill�lll�lil lllilll�IUIIII (11111 � 111111 lllflll�lllllll ttl � � � ' '' �� .� �`" •�:. � I�e � � •� �, !I I IIIlI�!lIIII! IIIIIII�IIIIIII IIINII�IIIIIII liflfll�lllllll Illllll�lllflll IIIIIII��IIIIII lIIIII►�il ,� '�A_, rllmdrrT_• iltrnlh1h11111111111,t1 1TMrA � �� 1S �yrlr r eNlr r urdn r rrrrl �nulr r rrrin ndll�r�rarfr'�InIb��Mll�lrlh�rudro r mrlrtlrinrrlriTilnnir�md!a [.. .+-�...-.......... . ,...,. _.._.- ,...,...«..o-......•.-.,,,-...,.w..».. ........-,..,..-«..........,•......►.,...-._,_..+..orsr.-s,.r..r....,s.�w...,...,+_+w•.....+..w.•.._.s�..�...._.... .. ...-._..: .m..,.:..,+..ww.�.,,.•.�..a ,�; � ( ' ,, � _ ,, spa, ..,.,_ ..,. .amu...-.a.:..r.+.�.+r...�— -- rr ...r...... •r...«.`..,,,r_ -.a:.:. i�•�..a",.,.z.. .. ,...+a.r.. Mw., -. �h ..�I��* -a •+ "> �a i ,r' r' GENERAL NOTES t. ALL WORK SHALL -'ONFORM TO THE STANDARD SPECIFICATIONS MID THE �. REQUIREMENTS OF THE CITY OF TIGARD, UNIFIED SEW-RAGE AGENCY kOSA), AW ; r- THE CURRENT AMERICAN PUBLIC WORKS ASSOCIAT,ON STANDARDS FOR PUjidC ` WORKS CONSTRUCTION. 2. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW s r: E EVERY OFFSET, BEND OR ELBOW RIFITARED FOR INSTALLATION IN THE SPACE tr PROVIDED. THEY DO NOT SHOW CARY DIMENSION. COMPONENT PIECE, SECTIO*, JOINT OR FITTING REQUIRED TO COMFLETE THE PROJECT. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CON'TRUCTION. EXISTING UNDERGROUND UTIJTIE$ LAYING WITHIN THE LIMITS OF EXCAVATION SHALL BE VERIFIED AS TO GRAPHIC SCALE CONDITION, SIZE AND LOCATION BY UNCOVERING, PROVIDING SUCH i$ Q ! PERMITTED BY LOCAL PUBLIC AUTHORITIES WIYH JURISDICTION, BEFORE 77771111 + BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IF THERE ARf ANY1 3. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES I ati afET I MUST BE INSTALLED AND MAINTAINED TO MEET THE U.S.A. REOUIREWWT5 ` I inch 20 /t THE GOVERNING JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE AC1K' h AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. t l EXISTING ACCESS 4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL 8E T •r' j EASEMENT 1 CON RGLLEJ 14 _� WITHIN THE:. WORK SITE AND SHALL BE ROUTED SO THAT' ADJACENT PRIVATE PPOPERTY, PUBLIC PROPERTY, AND THE RECEIVING SYSTEM ARE NOT AD*j?$ELV IMPACTED. THE GOVERNING JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE a C4 TACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL .:rs I ;n i 5. CONTRACTOR SHALL ADJUST ALL STRUCTURES IMPACTED BY CONSTRUCTION � �� 1 ,� IMPROVEMENTS TO NEW FINISH .,RADES. p1 J 14 R 10 6. EXCAVATION: EXCAVATE FOR -LABS, PAVING, AND OTHER IMPROVEMI s'IS Tp SIZES AND LEVELS SHOWN OfR REQUIRED. ALLOW FOR FORM O-EARANCE AHD �- �-� c=am FOR PROP'-'R COMPACTION OF REUUIPED BACKFILLING 11ATERIAL EXCAVATOR(S) SHALL NOTIFY ALL UTILITY COMPANIES FOR UNE LOCATIONS I �\, g SEVENTY-TWO (72) HOURS (MINIMUM) PRIOR TO START OF WORK DAMAGE Tp fJ ;cp„ 3 v UTILITIES SHALL B CORRECTED AT HE CONTRACTG;'S EXPENSE (ONE CALL l I . 1• TYP. LOCATE UTILI i Y NOTIFICATION CENTER - PORTLAND METRO AREA 246--6699, ,i 1 OREGON 696-4848, ALL OTW'R AREAS 1-800-332-2344). T � TYP. � . I 7. WHERE CONNECTING TO AN EXISTING PIPE. AND PRIOR TO ORDERING MATERIALS, { 5.8' f41.19' THE CONTRACTOR SHALL EXPOSE THE END OF THE EXISTINr PIPE VERIFY THE 2 �, 9 LOCATION, SIZE, AND ELtVATION. NOTIFY ENGINEER OF ANY DISCREPANCIES. Tom' \ 4 8. REQUEST BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST T T� 7 APPROVED BY THE ENGINEER. L 5 BE 9. PAVING SECTION SHALL BE 3' CLASS B AC OVER 8' OF CRUSH* ROCK. PER I S \ G GEOTECHNICAL ENGINEER'S RECOMMENDATION. SEE SPECIFICATIONS FOR ' $0. Oar_ GEOTECHNICAL REPORT. f =��. 0•,6.5 ,a. , ` KEYNOTES 2 �es%39 _ G 1. TRASH ENCLOSURE (SCREENED). 6- PCC SLAB. 6' HIGH CHAIN LINK r 1 7 OB FENCE WITH BLACK PVC PRIVACY SLATS. f' 2. LANDSCAPE AREAS. SEE LANDSCAPE PLANS. BUILDING AREA= \�C' 3. RIBBON BIKE RACK. SEE DETAIL 1/C6.0. •� ? ' 4. MONOLITHIC CURB AND SIDEWALK. SEE DETAIL 3/C6.0. `. .,.' - -• 24,480 SF � FF ELEV.: 163.50 c, . * 15 1 5. CURB RAMP WITH TACTILE WARNING SURFACE. SEE DETAIL 14/C6 0. 6. VERTICAL CURB SEE DETAIL 6/C6.0. 2 7. HANDICAP PARKING SIGN. SEE DETAIL 10/C6.0. 8. HANDICAP STRIPING. SEE D''ETAILS 11 AND 12/C6.0. 9. SQUARE WINGED RAMP. SEE DETAIL 13/C6.0. G 10. CURB BREAK. SEE DETAIL 4/C6.0. n 13 E - 11. PUBLIC STREET AND SIDEWALK IMPROVEMENTS. SEE TYP J SHEETS C1.0 AND CIA (SEPARATE SUBMITTAL) F G 12. WETLANDS ENHANCEMENT AREA.. WORK B)' OTHERS. 3 \ n _ 1 V 1 13. 4' WHI I E PAINTED STRIPE. _....13.3._. G 14. 12' WHITE PAINTED CROSSWALK STRIPES. 15. TRANSFORMER S ER PAD y - ' 16. WINGED EQUIPMENT RAMP. SEE DETAIL 5/C6.0. TYP. % - r I SITE ANALYSIS S TOTAL AREA .�_ G 102.577 S.F. (2.35 ACRES) / _ �••• 1 BUILDING COVERAGE 24,480 S.F. 23.9% 'o� - 1 PAVED/HARDSCAPE AREAS 39,629 S.F. 38.6% \ 10 ty TYP. LANDSCAPE AREA 38,468 S.F. 37.5% TYP. / y. ` c"' TOTAL WETLANDS ENHANCEMEKT AREA 31,326 S.F. (0.72 ACRES) r `\ ` / 6 13 TYP, h � h � T YP. 1 .h PARKING REQUIREMENTS TOP OF POND r ltSES STs TIGARD USE SIN• REO• y -- r----- - - i 1 SHOWROOM 4,950 SALES-ORIENTED 3.7 5.1 18.32 2525 4 -- 9 �i I6/IT� ; POND BOTTOM / // E REPAIR-ORIENTED 12,930 REPAIR-ORIENTED 3.3 4 43.99 1 t Jy Mh ------ _! ^y� TYP. OFFICE 3,100 (GEN.) OFFICE 2.7 3.4 8.37 T0.'►54 -- �. � PARTS STORAGE 3,500 WAREHOUSE 0.5 0.8 1.75 y;$ ` TOTALS 24,480 ------------ 72 - ------ jF iI'Jv1lr�twlA'+✓ESN - �--- REQUIRED PROVIDED ^>'�hMMJL MK rke r r," v 6' - 1 rA lv:rv?w ** A*r r0 At ----- ` �_--------_ -- COMPACT 29 29 (40% MAX. OF REQUIRED) -' h - 11 HANDICAP 4 4 11 TOTAL 75 77 FW !16'1961* r � - �' A' >f 1 STORM DRP.1N1ACE REQUIREMENTS A-5 If AS/"J DE A f/E' TOTAL NEW lMPERVlOU5 AREA 62,927 S.F WATER QUALITY TREATMENT VOLUME REQU!RED 0 C.F. STORM DETENTION VOLUME REQUIRED 2,467 C.F. �-�-�• TOTAL REQUIRED 2,467 C.F. " - "'- a TOTAL VOLUME (DRY POND) PROVIDED 4,990 C.F 9 � e SOTE LAN k' i- 7' y ff/g/99 -;+►1Fdf 4 C2 * 0 j Or .Ill'v, 4M .tY WN 14 +T' - C.v*Wtl#"°.q'9klN�^+Wt•, s� `1#•f- ny,r. ,irr' i n, • I� � �.:.-......_....:y...:......-.------=` - :rte.. --:: ..-..r ,-:' ._..•,y.:,�r -_- -_. ___----_. _ ._.._... .�+..�...,...wr�.' _ '`�RN;r �r,r+�+ .;wxw.. .: ,..... wn+-^¢1+ 2 6 ! 11 1 IC 7 IIS I IIIA # Jil IIIII�IlIIJIII) IIIIIiilillllil llJllll�lllllal 1111 hili i Il llll�lillilli.l il�llllf�llllllllllllllllll II I I I � f I �_• ,'• I I lllllillllll IIIIIIIIIIII.II III!lfllllllll! 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AJab Adlircrse_ �...�. ........ a® LQ2! ... i By: BUILDING NFORMATON TE4A/ DRAWING CRITERIA INDEX OF DRAWOM _ _ ABBREVIATIONS FIRST FLOOR 'AREA Z4,4!!0 S"`' ��im DIGIT$ AS FOLLOWS:ALL MWINGS ARE IDENTIFIED BY TWO 11 TITLE SHEf 1 AB ANCHOR BOLT 10 IN,CIJr DIMENSION SAL.ES FLOM AREA;. 4AW S.F. AC ASPHALTIC CONCRETE It INVE'IT F.LEVAIION 2 OF SALES TO TOTAL- 1q.91% e� �/� ��,p A. CATEGORY LETTER REFERRING TO THE DISCIPLINE OR MAJOR ADJ ADJACENT INSUL INSUL::'ION OI:a1PANCY T11PE Y B 114 S2 DESTINATION H Y-DAV SON DIVISION. AFF ABOVE FIN SH FLOOR INT INTERIOR m / ALT ALTERNATE. Z v�''L't '`S"""PA"W, T. TITLE SHEET / CSL T�ta+w, IMA ft#24 C. CML - SITE DEVELOPEE y____ ALUM ALUMINUM JST JOIST INT 07% L. t ANDSCAPE ANDD ANODIZED APPROX ALL LIVE LOAD APPROXIMATE FRO s A. ARCHITECTURAL C2.0 SITE PLAN i' few. �' 3r it- "7� S. STRUCTURAL ARCM AR HI IECT(f'Ri L) C3.0 GRADING PLAN MA TL MATERIAL BASED ON STATE OF OPEGON 1997 EDITION U-N.C, Co►PW C4 s WAoK* P. PLUMBING M. 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REFLECTED CEILING PLANS ce CATCH BASIN REPAIR-p�ENTED 7 STAIR SECTIONS, PLANS, AND DETAILS L1.0 PLANTING PLAN Cl CAST IRON NIC NOT E CONTRACT t+ ;,q• • a. DETAILS CJ CONTROL JOINT /� NUMBER I EWRAL RETAIL 9, SCHEDULES L1.0 PLANTING DETAILS 4 CENTER LINE NOM NOMINAL /1L� NTS NOT TO SCALE O �+/yr+y P 1 r,CY(J0 7 E CLG CEILING - d?!��•JAJ /'� L CLR CLEAR 0/A OVERALL �--_��~:•--- � �i_-� *y, 049(► 5 w- i*/4+M `.M4+4► �p� r� �� ARC A�./f"1 L CMP CORRUGATED METAL PIPE OC ON CENTER CROUP MACKENZIE 20UG CMU CONCRETE MASONRY UNIT OD OUTSIDE DIAMETER � ALL RIGHTS RESE44YFD CO CLEAN OUT OHO OVER HEAD DOOR .� - ---- THESE DRAWINGS ARE THE PROPEPTt 4F CCN. COLUMN OPNG OPENING � !may A�� CONIC CONCRETE OPP OPPOSITE GROUP RCEPRUOUCEO ARE NOI 10ATO BE ---- P9r#19r+d �yr , w;.-/ A,�i�✓fr A1.0 EXIT PLAN CONN CuNNECTION O/S OUTSIDE YWTHOUT PRIOR WMTTLN PERVr.,= A2.1 FLOOR PLAN CONST CON;rRucTION OSF OUTSIDE FACE - "_ ■ P xar (%5) 224 YlV. A2.2 FINISHES PLAN dr SCHEDULft) CONT CO►IT►NUOUS Q PLATE REVISIONS: A2.3 ROOF PIAN CORR CORRUGATED(ION) PLYWD PLASTIC PLAM PLASTIC LAMINATE REVISION Ed'N7N �sOr�lost: psr A +1►rt4 A2.4 ENLARGED PLANS T CN�R CENTER IE SEWER PIPE PVC POLY VINYL CHLORIOF_ A3.1 EXTERIOR EI,EYA $ �,�, - CLOSING DATE 4L SYMBOL LEGEND Trlh PST PAVEMENT PRESSURE TREATED �� A4.1 WALL SEC rJ DBL DOUBLE A X ..�. A5.1 REFLECTED CEILING RlAQ1 OF DRINKING FOUNTAIN PJ PANEL JOINT e SECTIL,_Iay A8.1 DETAILS DU DIAMETER It �4+I DIM DIMENSION R RADIUS $0. sow# _�,�_�--- -- P4rtd'V4 91*v" 07,w WILDING SECTION KEY MARKS X A8.2 OETAIi_S DL DEAD LOAD RA'1 RADIAL t '; - SHEET# ON DOWN RO ROOF DRAIN -+-+--+--- - ~--" G REF REFERENCE ' �n �� TRI �� REINF REINFORCING DS DOVRISPCUT 1 / S i f7VV 1 VR/'� DWG DRAWING REO REQUIRED -.-a . -- --- Pvs+or�, '�4pv� y1�'1-rJ,'K A REV REVISION _T '� •� SECTIONS _. . EIFS EXTETIOR INSULATION _ -T _ 1 L*__q"F10 FINISH SYSTEM RM ROOM RO ROUGH OPENING 51.0 GENERAL STRLCTUR,AL d1fIEIE � • X ELEV ELEVATION ---- t C, . Srypr ii*rf SECTION KEY MARKS NUM SHEETN ELECT ELECTRICAL ROW RIGHT OF WAY ----- ti SIA TYPICAL STRUCTURAL DETAIL§ �( SHEET TITLE:EO EQUAL sc SHEATHING 82.1 FOUNDATION PLAN mI J' � _„r S2.2 F OOF PIAN EXP JT EXPANSION JOINT TITLE GROUP V A I 1 rz ,f DETAIL EXT ExTf.RIOR SPEC OUARESPECIFICATION p y` �'7:"f 53.1 PANEL ELEVATIONS DETAIL REFERENCE MARKS x 58.1 STRUCTURAL DETAILS SS FACE STUD FACE OF STUD SHEET NUM SHEETIy / STA PT STATION PUINTLESS EI. PgrR�ipr.4, -,opw oT;?'/ S8.2 STRUCTURAL DETAIL'S FD FLOOR DRAIN STG STANDARD UOTGRCYCLE SALES P.9 ory W, " S8.3 STRUCTURAL QE_Tpj.LS FOC FIRE DEPARTMENT CONNECTION SUSP SUSPENDLD FIN FLR FINISH FLOOR FIN GR FINISH GRADE T/ TOP OF P��1, � 7 ' r� TNK THICK(NLSS) ,a' (lMAOED) �9rDr' �► !, iiyl KE YNOTEN FLR 1 LOOK TRF TOP OF ROUE FRA'JING) { P*Kww (WN 22A-VIA4 FOC FACE OF CONCRETE S 1(590) 2n-lwll KEYNOTE BUBBLE MARK X FRO F)11NDATION FDIC FU' TU TILT-UP NIS0 BY OWNER TS TUBE STEEL Rh A t a 'Wr411Y'W IWS1AtL RY CONTRACTOR TW TYPICAL ROOM NAME FOS FACE of STUD TUL UNDER WRITERS LABORATORIES �►F�IC FACT FEE EyALUATION ('TFC u OFFICE- ROOM/SPACE IDENTIFICATION C 101 FOw FACE OF WALL q�,REE %/�`�� . -\ ROOM / FTG FOOTINFT �T U/S UNOER510E _ OFFICE / KTAIIL / SHOP 24AW SF. x •3074 x IM >s $30,370.28 �� " vERr VERTICAL :),N TE: ` U+�wp 1fA6/trv� DOOR SYMBOL NUMBER Xx . 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