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8330 SW HUNZIKER ROAD-3 - -- — ----_ VAN DOMELEN / L001JENOA / job_t�`� MCOARRIGLE / - -� KNAIJF -- � Cher. qty, � .�M�l['7��'�' .������ .. .p i. .1 ry.A.. .if"i�r�.;{'�.,.pp, d�i!'.W�'WY"+.i�l{ �-L• '�t;RwMwr• . ., - ♦MM;.�':'���„i�••� �?j• '{.?r.sa w,. �..,• 4. ��4 V.. .W �1 •�'" .'.[a 2` �,�H+ 'k'.' t �'+.1 1t:,*, 'K f , Con -= suiting Engineers Job Na 3933S.W. Kelly Ave. / Paiorrd, Ombgan 7201-4393 503) 222-4453 ,'FAX (503) 248-9263 D°ti'° � � _Shout No. � t .-._.- s ' ,` � ....rw....r.w....n.r.«.,ww_.wr«.�y„ � r� "V(. •;r .,.._.,..,..,r...._... ..ww.•<.w_.. A._,-......-... .._.._. .. , .a. - ► ~ r ( �� Ll 01 • o _ •moi-r�._r�r�.� / •j 1 I ♦ � �._ Fb �C LiCL O 4\. _ ? ON :4-c;— Eaap C97,6-QV7,, X09) XVJ/ CgV%'-ZZZ ^0S-) E6Cb-1,0ZL6 U06--%J0 Pt-OW<)d ! aAb All--A MiZ 1g (�JUI f i x 330 SW Ht,'NZ KER �' ory q�r S.Jq�►�Zu3 'a! suo� --=- sx _... lip, , .�. IF THIS DOCUMENT ISI � Il ► Ir ' l ' rll rli Ilr' iii Ilr' III III tlr ' Ir r' I � Ili r �1 ► ll Ili ill I I I I I I I I ► ' t ► ► � i.• r r _�. - _r � '� ..� I ill I I I ► I t I I I ► , I ,: . :. ' ••• MENT IS LESS I S I I I I � ( I I ( I I I � I I C � r r1 I~ � ( I I � I i l l i l l I I I I I I• I I I I I I I I I IIs _ ! I I I '� 1 i i SII t � ► � t � � � LEGIBLE THAN THIS NOTATION , Z Z _ � 5 6 UARY 19 - 10 11 1� — 1994 I T I S DUE TO THE QUALITY OF -'- �'- - THE ORIGINAL DOCUMENT . No.36 • _ - IIII IIII IIIIZ!III !I8IIZIIII IIILlZllllilli llll !!IIZ!III I!If 1111 !�!l IllllIIZIIILlI11 19 11111111IIII IIII IIII 'lli 91 �I �lEllIl► ZI i1IIIIIIIII 6IIIIIIII9E IlilllT111111111 IIIIIIIIIII ,ti, 111111l111111lItilllllill � II IIIIIIIII LIIIIIIII IIIIII IIII (IIIF11[jt11111iL EF ZI1 111IIIaIi�lIJ'"'-� `! �",�.!"`.'••.�x'U'R7 �,PM�`��e�.�,;�tiVRtwlYfP1°'�MwR'�;, .w��wut'MMg!71R�ax+r:avYrtrolPri�r.•'iw sYr•y.. .. lmfi!AF, VAN OOMELEN / L001JENOA / Job --- _ - _ VAiN DOi\IELEN / L.00IJEIVOA p -=a MCOARRIOLE / KNAUFClient - PAcGARRIULE / KNAUF c: � Consulting Engineers Job No. By _ ! = _ - - Carr-lsulting Engineer's "CL __ BY -..., 3N33 S.W. Kelly Ave. / Ryl+and, 0re4ori 972G4--%393 ! (SQA) 222-4453 /FAX (503) 248-923 0eLe' /�.--�•1-- SheM Na — 3933 S.W. Kelly Ave. / Porftdrid, Cmegon 9'201-4393 (503) 222-4453 FAX (503) 24&9263 Shoat No _. _ QP • � I t _ , -- - - J w ......�_.. .. fir... NIM ' r ._...» .. a._ ...►... ._. .�. __ .. ....r.�.n»....«.... j _ ...... x 46 ra 43 ep kj Vz , o v z d s . �t_ r •,` J V` y' .. 1 `� !, - 1 `� � `cam ` M`• `��. �M1 � ��/�r / ' �� 1, I ` �`` '�,-`t/ �``1 �'S',J'// 'r TUT NZIYE'R STREET C) ' . IF THIS DOCUMENT IS LESS I l l i ► IIII 11 ( 1 I I I 111 ' ' l ( I III III I ' I f 1 1 1 L - � I I! I' I I - °111 III III III 1 1 1 III I I I I I I I 1 r r r -r .1_ r r I I I I I 1 I I l I i I I r I r Ir r r > { I I I I IIIII I I II� f'IIIr LEGIBLE THAN THIS NOTATION 1. I I � I I I I I I I III z 3 1 1 1 1 1 I -�- 5 6 7 8 9 - 10 I JANUA4RY 12 1994 IT IS DUE '1'O THE QUALITY OF 11 1Lr -'T. THE ORIGII'1AL DOCUMENT . S No.36 )001 1 lop= 1 1151111 . IIII IIIIIIIiIIIIIIIIIIIIIIILIZIIII {I8IIZIIIIIIIIIIII1111IllllllEZ1 I�IZIIllIIl_Jllllillill1111161111111 lllllllllllllllllill 111111 IIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIII IIIII ►1 111111 I IIIIIIIII IIlllllllli sII�iIIII IIIIIIIII LIIIIIIIII i �,"`'�" , • � IIIIIIII 1111111 , _ IILIII� , �w:-^'."q'�Y T!tr ..�IOMW�r.'•Sv7RDlKt. '+•: ;...x.�+d4.��*rti�•r�r.+rr^..n+.,;,.na••+p..vw..:,.... :..,,..• . ....., . __,,.... ,..__. ,... .._ __... , !s 11 t •- ,, - - - _.__.__.....�..�.��_ _ ....dam. ..• .. . ..........��..,....�d....w.....�,..._.....,,,�,__ ..-�..J� _. ... . ,��. �. ,� .� N �] O �1 �`1 NS %ION NOTICE City Of Tigard Building DepartaMMt. 13125 SA Bal: Blvd. Tigard. oxvWn 97223 .,- Inspection Lina (Roc-O-Phones A639-41Business Phon: 639-4171 Inspection:Footing Plbg. UnderslatyiMach. Rough-in Appr/Sdwlk Round. Plbg.. Top Out `( Gas Line FINAL: q• 'd i Post/Beam Struct. San. Sewer Framing -F i Post/Beam Mach. Rain Drain Insulation -Plumb. nlbg. Underfloor Neter Line Gyp. Bd. -Hoch. Timet y -AM .__PH Date Requested: / --------) Address: Builders� � � THE FOIJ OWING CORREG-f IONS ARE REQUIRED: 1 Inspector\ - - ---- bate:--- -- - —- APPROVED DISAPPROVED _ APPROVED SUBJ*PCT TO ABOVE Call For Relnsp. C'TYOF TI ARD SITE WORK cnrry TkvllvIt � �7 COMMUNITY DEVELOPMENT DEPARTMENT 41. . . . . . . : 13125 SW MMI 8W. P.O.Ropt 23307,Tgr.d,Oregon 97M(SM)6304175 SITF ADDRESS. . . - 08330 SW HUN-71KER ST PIPRCEL: 2910IBC-1-02200 SUBDIVISION. . . . : Z014ING: t—P SLOCK. . . . . . . . . . i LOT. . . . . . . . . . . . vi TYPIE OF WORK.-NEW PAVING?. . . . . . . . . :N RESO. NO. : EXCV VOLUME. : CY GRADING?. . . . . . . . :Y VALUE. . . 5000 FILL VOLUME. : Cy LANDSCAPING?. . . . :N LNG FILL". . — . . ;N SITE PREiPl. . . . . . :Y L'UILS RPT REUD .):N STORM DRAINS?. . . :N TMPERV SURFACE. . sf Hemar-ks : Gracie and level -site. Ale tttilities or, paving. No tree r-emovi'l. Owner-; FRES I-A. H. 0. & B. -t y tie amoLint by date t-ecpf 14945 SW 72ND AVENUE PRMT $ 50. 50 JLH 03/26/92 SPOT $ 2— 5'13 JLH 03/26/92 2052.5;::' ': TIGARD OR 972,24 PLG'K $ 3i . 8 3 JLH 03/ab/92 2r-'51: P4.10ne #: 639-6146 H & A CONSTRUCTION COMPHNY 14945 SW 72ND AVE P. O. BOX 23755 TIUZARD OR 97k--'27 Phone It: 6 39- 6148 85. 86 TOTAL Rev 01341 REQUIRED INSPECTIONS ------- %is pewit is issued subject to ae regulations contained in the Erosion Control Ticara Municipal Code, State of Ove. Soecialty Codes and all other Grad ing I n s p ...... amlicable laws. All work will be done in accordance with Final Inspection aorn-oved plans. This persit will excire if work is not sUirted within 18V days of issuance, or if work is suspended for core than iS@ days. q I mi i:f-P 0 !G i ri A t U P d By Call fore inspection 639-4175 T CITY OF TiGA�tD ' OREGON April 2; 1992 Garry L. Helmer H a A Uonstruction Company P.O. &= 23755 Tigard, OR 97223 rimiectt H..H.O.i S. Site, SIT92-04,105 8330 S.M. Huntiker Street Dear Kr. Belmar: The plans for this project were reviewed for conformity with applicable codes, and aro approved. XrosLan control measures shall be installed and inspected prior to any other work being started. You may get the grading permit for this site at your convenience. This permit will cover only the grading, leveling and other work related to preparation of the site for future construction. Other work, such as storm drains, underground utilities, paving and landscaping may not be completed under this permit. If you have questions, or if we may be of assistance, please contact us. Sincerely, Jim J Plans bcaminer TAY (503)084-7297 13125 SW Full BMd.P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 — CITY OF TICAARD RECEIPT OF P�WMFNT RVLAF.IPT NO. 198-22-5361 CHECK AMOUNT 9 5815. 90 H 0, A CONSTRUCT 101\ CO. CASH AMOUNT s 0. 00 041PESS 3 P. O. BOX i?371,:,S PA"MENT DATE s 03/30/92 TIGARD, OR SUP U X V I S'a.ON 977 i.;3-- r-(JHPUSE OF' PAYMENT ArVIOU14'r F.,r4 I o PURPUSE OF PAYMENT AMOUINT Pn I D 1`1 ON CHECK FF 31,i?. 74! ''UAL PTIN VALL Po tolf4l- AMOIJNI* PAID 585. 90 ClrVj� OFZ 11iu:;wriauiiNe. PLNCK/RECT # .I D GAR �'Q Box•'J397 PERMIT # COMMUNITI'DFNELOI'�INII:NT DEI'ARTAIE:NT ligant Oregon 97M (503)639-4171 DATE ISSUED JOB ADOR►_SS: / ^ �Q h�l[Nz,�P✓ _ TAX MAP/LOT WE: LOT: LAND USE: VALUATION: ouch NO , SPECIAL NOTES NAWE: 1��. REISSUE OF: ADDRESS: /4(14 5' SG./ 1.� ' _ LAST REISSUE: ____—:ti e 1�7 7.2-24 _ FLOOD PLAIN/ PHONE: �'_� SENSITIVE LAND: _ CONTRACTOR APPROVALS REQ <-� -,,/ NAME: 1c _ _ PLANNING: ,{1'U 1i�'�c' ADDRE:,S: �0, C3 o X_ SSS ENGINEERING: FIRE DEPT: — PHONE: _ 3�/, 6/•tY A OTHER: _ CONTR. BOARD #: 1341 _ _ EXP DATE: ITEMS REQUIRED SUBCONTRACTORS: PLUMB: LIST/SUBCONTRACTORS: MECH: BUS TAX: f�RQI/NG INEER CALCULATIONS: __— NAME: TRUSS DETAILS: ADDRESS: OTHER: PHONE: �'ROPOSED BLDG. USE: ___1,4 id A 5;fie, 11w)f�'y`,,, s 40 COMMENTS: _ c. `�/l' �� _ Id ADPL I CANT AAIURF Rece i ved By: _— Oate Received: P1 f,f4IT b ACCT # DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE 10-432 00 Building Permi : Fees s� —50 10-431 00 Plumbing Permit Fees 10-431 01 Mechanical Permit Fees 10-230 01 Stite Building Tax (5%) Building — Plumbing Mechanical 10-433 00 Plans Check Fee 3 Building y Plumbing Mechanical 10-230 06 Fire 30-202 00 Sewer Connection 30-444 00 Serjr Inspection 25-4413-02 Cummercial TIF Fees 25-448-04 Industrial TIF Fees 25-448-06 Institutional TIF Fees 25-448-03 Office IIF Fees 25-448-01 Residential Traffic Fees _ 25-443-05 Mass Transit TIF Fees 52-449 00 Parks System Dev Charge (PDC) _ 31-450 00 Storm Drainage Syst Dev Chrg (SSOC) 24-445-01 Water Quality (Fee in lieu of) _ A 24-445-02 Water Quantity (Fee in lieu of) TOTAL nm/: 1187P.WF1: CITY LW' TIGARD RFC-. lPT Of" PAYMENT kECFTV'l* NO. 192 2252,52 CHEC,K AMOUNI 8;`5. (3 G (A.H. O. A p ASSOC cnSH OMOUNT 0. 00 1.1 fIS PO BOX P3755 P o Y M FNI DAT F: r 03/1-!6,/` V SUTWIVISTON UR 9./P-P.3- i'l,114,09t. ov PAYMEMI, OPIOUNT PAID U PAYMENT AMOUNT PAID R 50.450 Pt.AN (AiLCK FE ....3P. 8 13 HUILD FIER 1 410111-41 POID 85. 86 —CC��UARD PEJ:Mll NO. CITY OF TI�i4RD CiTy ' COMMUNITY DEVELOPMENT DEPARTP.NENT DA'TE.:'. 15,!:1 lfi:-::D : 6/ 13125 S.W.Hall Blvd.,P.O.Box 23397.Tigard.Oregon 97223,(503)639-4175 PI-I'M PMT .NO , 891;.*2*79 5 0330 5W I--IkJNZTIQ.;A-,1 ':1 U I Ax MAG>/L..(:), P 51 MA., 5UH : L I U.I< LAND USE-. : L-OT SIZE: SEA BOCKS F POW' : PlEAR . WORK CLASS : DEMOL7:'T*1('.)N DWE.I.A.. .UN A:1"i USE TYPE : C*,OMMF.-.'.A('1*J.AL NO . 1.11E.DPOOMS . E;X'I WAI L (-0N.*!*1 CIONST. TYM.-'.: VN NO, DA TIAS : N OC(.'.(.)P.('.,'PP. : MI. PPOI .0 M.;*.N't NG,li OCCLIP - LOAD N . 5 W '10 1 At 0*11:4F.A: NO. 5TORXFS : I PO(,W' ('.10NIii T : PL I H 1.':':1:(.-#H I* : N D A 1:4 1%'A !:iI--A::'APY PA"F.D BASEMI-::NT? 9:11:KPAP? Mr:-'.:ZZ(.)N.I:NL'? F'LOOP I ('.)At) : F 1:P E 5 F,PKI .P7 ALAI-41,11'? 1AEAV T,yl:)I:;. : F 1 0 W P M DEJEXIT? I COPI-41? AN CHECK BY : 14V*MARKS : 3 igion:1.1 tiihetft un pi-nl:)Pr•ty 1A..'I'SSUE OF' NO , LAST Pk]:SSUE (i H . 1-1. 0 F-'l Pr-.-1 Pml T !Ii `3 pct 1 *N POF4ux ;.-?37.55 PLAN PEV.LEW E 1A.9 al.I-(1 (:112 97'22..5 FI-1:nl,;:: R PHONE' U503) 63'� 6-1 ,11111 r.iTATV 1AX 0 1'HE 1-4 DI'VEI OPMEN'T C 0 GMC:( !:0'OPM) N SIA,(S*I*1d.J.:A1 T R P 1)C 1 tf. I A PREPAIA) < C T 0 TUYTAL : R NE CE.T.PT NO. This permit is issued subject to the regulations contained in Title 14 'TIONS of the TMC. State of Oregon Specialty Codes.zoninf, regulations PENAU 1 RE:,D 1NLE)PEC and all other applicable codes and ordinances. and it Is hereby OHEP* agreed that the work will be done in accordance with the plan;and specifications and in compliance with all applicable codes and F' I:NOL, ordinances The issuance of this ps rmit does not waive rest6ANP. covenants Contractor and subcontractors shall have CUrrer. city business tax permits. This permit will expire and become rull and void If work is not started within 180 days,or if work is suspenled of abandoned tot a period of 180 days any time after work 1— 1 commenced It shall be the responsibility of the permittee to assure all required inspections are re uested and approved Sign . 111 0% Perm ee ee Sign 11iii-rptie line* 'r Issued By of--49—A-I M EPARATE PERMITS RROUIRED FOR WORK OTHER THAN DESCRIBED ABOVE � 1q; 1 • r r r \ \ AI%♦fitlfOt , \%%% ` mallow IMAUMN6 :7 \ — , 111 •. ,, 01 I \ O ♦ ; ♦ , 1 %% ♦ ♦ 1 i 1 1 WA 01 � 1 1 1 ♦ r r% c ♦ 1 •� 1 1 L 1 % rj .� , 10 r ♦ ,/ 1 ♦ 01 i `r 'r \ �` \ Ilk , , low \% \ , � r r ♦ r \\ \ rr %% `♦ \ \ `� • ' •• 1 • + '♦ p �♦ \ ♦ \ O SW ;TUN 7 KEE STREET 3 OF ? 1..._. � � I � r r � C t 2LEGIBLE THAN THIS NOTATIOh , r ( 1-1� iI 6rrr�r r - r� i � I � I � I � � I � � I � � Al-iIi � �IF THIS DOCUMENT Ia LESS �< i41� JANUARY 1994 IT 8 10IOF THE ORIGINAL DOCUMENT . I[IZIIIlll1T1ZIIIIlIIOIZlIIIIIII IIIIIII� II�I1110 III�II111911 II IIII II IIIIIIIII_IIIIIIIIIIIIZITIIIIIIII T 6 8 L S fiNo.36 E�. TI II9E 61 81 I5IIIIIIfit EI ...�.•.:.:�..Z.��.'..... T ��d►�w 1 � IIIIIIIII IIIIIII II , I111(lll l ll I l l L1.1.L.l.LL 1111.1 ll_1111 I I IJ 11 ��.�.'"'KCJ .'^W:9'.. • , Y,Y.W..1f7.'r':'RWt`.w,.valCA•:. ...r�.. .. ' T I _ I PROJECT SUMMARY Q ------------------- JURISDICTION - CITY OF rIuARD YI LAND USE ZONE ------------------- _ LANDSCAPED AREA -------------- AREA • 10216.16 3 /- LJ "`✓+ ~••+" "_'� 024 S PARKING 6PACE6 •-----------•---- 25 6TANDARD / i N.G. I Z • + ------------ - AREA . 4133131 0 cv�l tltilro �RI.iCW I C.JJ0Lb GJt - �Rl,�evJrf ,�Pr{vrl ��lit LAND AREA I� 44;RE6 0 t r0 0`0 901447-Vop• "P.I•IR G`JR` /•tJP f••G• REFIIK ASP P fZ GIrf 1 LEGIALDESCRIPTION, Li ��o �•�. ,may I> Ij I KEC� � TICl�•RD � I rA Sri's SDE REVIEW 9UILDING CODE------------------- UJ3.C. 11-0 { I OCCUPANCY --------------------- D 2 CONSTRUCTION TYPE -------------- 5 - N ALLOWADLE AICA ---- CASK 6,Vm 61C REM/)lot EXISTING CURDS CUTS SPRINKLED YEA AND REPLACE° UTH TYPE 'C' CURD SIDE YARD 6PAANp� CITY OF TIG�>,RD '?TAE S. H U N Z KE� ROAD - 4 SEE DETAIL �G-I SITE PLAN "TOTES _ a �EXI6TING CUPS /NIEW 6'-101 SIDRAWLK - TYPE 'C'CURD_ _ NEW F' t'SIDEWALK _ c - - �✓'' �-��' _ __ - -�__ ---- - � r;'. � A6P4AL.t PAVING -- _ - - �� LANDSCAPED AREA EXISTING b'-0' SIDEYL4LJC i EXIATMG b'-10' SIDEWALK ------ -- ---- © © 4 © � � � . © 4 Oi G-I � O O O O O 3 O _ - CONTROL DIMEN61CN CATCH 15A61N LTJ TRANSFORMER PAD rC��lpT �. �. 7 i i U1C t'l G GARBAGE ENCLOSURE 4. \ c -1 SITE LIGHTING - SEE ELECTRICAL PLAN N.M. Lam\ - -- -- 0/' / / %/ •` / " ` / / /// / FIRE HYDRANT MAAHOLE / - ® GA6 METER u� WATER METEW Z I a Ar, t 0- • / 200 � w N UTILITY PO-E N VAL'It LL .':'� ; 011 HANDICAFF'ED PARKNO STALL I2'-0' X 161-0' `� /� �/� �• /./ PROVIDE CC,'�E A?"Pf-6)'VVD SIGN AT EAGI.1 STALL O .s Af w�li rl Air w Q C) FIRE DEPARTMU=NT CONNECTION Z BUTTERFLY VAL\,t �• r / /�,•' / % / Z / 6 6P AT 0' b4 0' NUMBCR AND WIDTW OF PARKING SPACES. ? Z �COMP<GT SPACES ONLY AS NOTED. U U� 0 OI RAMP SIDEWALK D(XN TO A6PWALT PAVING J J W x AT PM SLOPE MAXIMUM (1,12) O w EXTRUDED CONCRETE CURD. LOCATE AROIl•ID ALL T / 1r O 4 / . LANDSCAPE AREAE NOT OTHERWISE ENCLOSED. 5'-0' 4 W Z O ��" / O 3-I /% // TYPICAL CURB RAC IU6 AT C01�ER6�ES6 NOTED. SEE DETAIL G:1 0 � //� T• / V// ''. •' 3 3' WIDE R4MT 6TW?0�? �J p r�. O a DOCK !1 ' * 104 NEW CONCRETE 60EWAr.K AS PER DETAIL'G I� Z � .J r 1 C� (,1 w 1 ® NEW CONCRETE APRON A6 r'ER < 10 C TY OF TIGARD STANDARDS �_ ' W 1 1 � � NORWAY MAPLE 'AGER PLATENOIUES' LAWN . n (rd] NEW CONCRETE SIDEWALK A6 PE's DETAIL 3 Y Z G-I Ln r Cn 1 I 0) 'r 3/4' R W r v QQ 1 TY'- F_ 'C' CUi5 DETAIL V O 10"' 6TORM 6EILER EA6EMENT H-AJTYPEC I• • I-AV 9 418!!!! - N6110'31' W ZY r LL CI tY OF TI�3ARD LANr:S APE AREA. WHEELSTO'P - SEE 617E PLAN Oved................ NEW"OP601L AND CURB SECTION ... ...... ............. .. ........... _-VARIE6 -SEE 617E PLAN r I`- LOPE I/4' PER FOOT SITE PLAN14-A/MDO 20-Irl - . - i A C. Trench backfill. Unless otherwise specifically NU T /�'E' -,ffmo a � a SITE WORK UJ NOTES accepted, all trench backfill shall use select fill E. STRIPING / / y�/�' ,/ CRUSHED ROrX 15� a 3 (sand or gravel) . Traffic and parking strips to be 3" wide, color white. Paint �YU ��r� l h �vJb�/� ROW T�IAtlS;dn wRltfYf: .t. ;,;';i A. CL ARTNQ AND STRIPPING 4. Top Soil: Natural topsoil from on-site or as required word "compact" is 1-1/?" X 6" lettering in stalls designatfd. APPROVE'D . . . . . . . . . COMPACTED 6UBGRADE m'.6' 1. Review requirements for protecting existing vegetation by the plans, suitable for growing plants and free of Provide signag!, at handicapped stalls to meet state and local. r� �1 " ' " ' (trees etc. before start of work. "_ No U 'U GZ✓/h9 (/l/U ►- C4ND'1',G, . i_'IAPPi�C):'E�. . . , V limbs roots and rocks over 1 0. standards. I ASPHALTIC PAVING AND BASE ROCK APPROVAL Ui ,1.ArNS M NpT AN AF 2. Notify engineer immediately if unusual conditions are 5. Compaction: PfiOVAI.OF SEE 617E PLAN FOR DEPTH encountered. oEEATns TE a. Selection of compaction equipment and processes F. ,EXTRTIi: .:. CONCRETE CU$@,� � SEE AT ' t.0 3. Site shall be cleared and stripped of all vegetation, shall be the sole responsibility of the contractor. 1. Curbs to be no-slump p p ETTEFi. . . . . 3000 Bi minimum compressive �, � � /f� NOTES. I. - SLOPE ALL WALKS I/4' PER Fool AWAY FROM DIJILD'.r1GA topsoil, and organic materials. Remove and dispose off- b. Prepare areas to receive "structural" or "select" strength at 28 days. C j Z UINLE66 NOTED. WALK6 AWAY FOPM DUILD'NG SLOPE TO site unless specifically provided otherwise on the P g Y al.,> ,e;:;ii P Y P fill by compacting subgrade. If subgrade moisture 2. spread epoxy bonding agent such as Concreasive /1064 or c,;,; ONE SIDE. lu sitework plans. Stockpile topsoil on site that in needed content is not suitable, confer with engineer and approved equal over surface to receive curb. Install 2 - PROVIDE NEATLY TOOLED CONTROL JOINTS AT 5'-10' O.C. for later use. condition material to near' "optimum"and compact. curb within 20 minutes after mpplying bonding agent. 3 -�v TE�CANON� JOINtb AT 3m'-10' ON CENTER I,ND AT 4. Remove all stumps and roots over 1" diameter from all C. Install material. (except topsoil) in lifts not to 3. Provide j`jints as required. topsoil for landscaping use. exceed l0" (loose) and compact with suitable roller. 4. Apply curing compound to all surfaces immediately •'-°' SIDEWALK SECTION Q -4 d. hinimum density (per ASTM D155'1) au follows: following placement. � � 6•EXTRUDED CONCRETE tUHEELSTOP ` B. EXCAVATION "��_` I SET IN EPDXY - SEE SITE PLAN!'Cylt - VSITEI 1' • 1'-0' 1. Excavation for footings, piers and slabs to sizes and alication ^�� ��"� - _ ,._ - LOCATIOR L[-- Z levels shown or required. Utilize straight edged bucket to minimize soil disturbance. Clean all footing Beneath Foundations 92$ lam. E.�CO�1Orl cid~fryL �__SITE DIMEN610N -_- - J excavations of loose material by hand. Beneath Floor Slabs 92% ' - - - SEE PLAN 2. All over-excavation shall be backfilled and compacted as Beneath Pavements I• I'F6�/1C76 N�-f V/1.65: GoNTIr1UGLJ6 �►L+nl•1� rartlTN �D 1'-6_' _ W "engineered fill" or with concrete to same specifications Retaining or Basement Wall Backfill E�•yj' FY�aPCKT'-( LA4ro5' - - b'-0" as footing concrete. (See note below) 92� +�' ----- ---- - - 3. If over-excavation is required to remove soft spots Interior Footing and Wall Backfill 92% i ,p I 1 SLOPE 1/4, PER FOOT (}� resulting from conditions beyond the control of the UtilityTrench Backfill �' G'DIEQ I'LL DI-It�RP16D SIL 1^I1T'1� �. 1B�Q11(�t��G f - ---� I contractor, the contractor shall receive additional Upper 3 ft. beneath pavements, slabs OTHER f3►111'I•eil.� E14731csN Co}ITRG+L eel. KCr . �� compensation. Notify engineer before proceeding. or structures 92$ ��_ s• ►'�..• ,l.' 4. Soft spots created by the construction activities and Below 3 ft. beneath pavements, slabs --� •'' ,!.�_ '' �_ _ _ n special requirements for the construction process are t, or structures 90t _-�/'\ _ l {NI-- responsibility of the contractor. In Lvrdscaped areas above pipe zone 85% _- 5. Do not excavate closer than 1-1/2:1 slope below base of Landscape Areas 85% ASPHALTIC PAVING AND BASE ROCK footings unless approved by engineer. SEE 317E PLAN TYPE 'C' CURB - SEE I/G-I 6. Stock pile subgrade material to be used for fill or for Note: Use lightkeight, manually-guided compactors within 0'-6' 0'-6' %__ o - site grading. All excavated material not approved or 3 feet of all walls. Where conflicts occur between the MM MM Lu required for this use to be removed at no additional NQ7J:4 1. - SLOPE ALL WALKS O E r•2 FOOT. v� r- q above values, the highest percentage shall govern. 6' HIGH EXTRUDED CONCRETE CURD l cost. Grade and cover stockpiled led material as required 2. - PROVIDE NEATLY TOOLED CONTROL P q e. Compaction Tests will be accomplished by owner. SET IN EPDXY_ PROVIDE JOINTS AT to afford weather protection. Contractor shall be responsible for all retesting JOINTS AT 5'-m• ON CENTER hip 20'-VON CENTER MAXIMUM. required by tests not meeting specifications. Contractor 3. - PROVIDE EXPANSION JQNTO AT E J v' C. FILL MATE21ALS A,( -JEZTALLATI-0 shall. assist in scheduling test. 3o'-m' ON CV4TER AND AT WALK 1. Notify Engineer when fill areas are ready to receive NTERKCTION6. SAN �. 1 �A material . D. SA, PHALTIC COI{ . PAVING DiMR��N eL00UENIG �'�� il, 1989 2. "Engineered Fills" on-site materials, free of organic 1. Proof roll sLbgrade to verify stability. Notify engineer 1t'w' NAtlF SCALE PROJ No. material, may be used for structural fill (under to observe rolling. Remove and replace with compacted 4 � GTION /3 SIDEWALK AT �"�lA'� ZIKER RD. I'm 20. © `6319 buildings and paved areas) subject to maintenance of. a suitable material, all soft spots encountered prior to - - proper moisture content and obtaining required rocking. �- V611t4 P . r-m' �- a nGt-3 I' L"KED compaction. Notify engineer at the start of all 2. Base material to be select fill as specified above. JTE3/KSLJ JI'a structural fill work so that the s%ograde condition and 3. Asphalt paving to be Class C mix (OSHD) , 2.-1/2" thick fill mater'l.al can be inspected. unless otherwise shown on drawings. PLOT DATE6� s►+EEr No I/16/19V - Ip�ll 3. select Fill: 4. Slope all asphalt paving 1t to drainage (unless 1114(mew - 10+29 a. Under building: Clean sand or 1 1/2" - well graded otherwise shown on drawings). 1!19/1990 - 1,22 1' crushed rock. 5. Check finished base rock for. slope before starting 4�/� - ��,4 H--A\9J19G-1 i/6/19'90 - 15,40 1). Under paving: Base course of 1-1/2" (-) crushed paving. Not;fy engineer before proceeding with paving rock of depth shown on plans. if any site arors have insufficient slope. OF c I ' LEGTBLF THAN THIS NOTATION, I I I I I I I I I I I� (1111 I I I I-I If C III III III III III III III I III III I�1 I�-illi III III III III III III III ) ,.....�.,...,... I S I 1111 F�3I 4 I I �L I � 6 � I C 7 1 I � I � � � JANUARY 12 1994 F•TN75 DOCUMENT IS LP:SS - --- - _ � IP Iu DUE TO 11111E QUALITY OF N0.ae jb��.M_- THE ORIGINAL DOCUMENT. E Z 8Z LZ 8Z Z 6Z EZ �Z 1Z 0�1, 8[ 9I LI 9T 5I 6I E[ ZT TT T (; Z g SI S Z Taxan H I _ _ 111111 IIIIIIII IIIIIIII IIII IIIIIIII IIII (IIIIIIII IIII IIII IIII IIIIIIIII,IIII�IIII IIIIIIII I►II�IIII IIIIIIII Illllllll�llll Illll�llll II III IIII fIIIIW' . IIII IIIIIII�IIIil�lllIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIILIIIIIIIII1IIIIIIIIIII►11111111101IIIIIIIIIIIIIIIII�I; _. _ Ilk I Q 0 YI �7 N iN N. I P 5 I � Lu • ^���- -ate.=--___.�-.�__�-,.__-._�__.--_-�-=.__ .-_- -_ � -_� �-_-_ S. W. FIUNZIKER ROAD 0 0 �EXIVING Ex MG CAM � ' \0�y EXISTING CURB \��0 � �o`t' ,\6?� � 16TCLRC 1 MSL 1r�� 77, , IN �t1 ExI6TW.b SIDEWALK— NEW 180 _ - IDEWALx: XISTtt�IG BIDE Q��'�'�61'11'11' ' ---� J ^' - - -- - - -- - L._EINCs LECsEND tlT . _ Jly4EXIOThJG CONTOUR LINE4' NEW CONTOUR L.NE NM Lp0\ EXISTNG SPOT ELEVATION 118 NEW SPOT ELEVATIONP}ROVIDE ST� A4CE. SEE SPECS. u7 mb CATCH DASN Z N ' n4 // 114 �?1 TRANBFC' N ONI'MR I'A -� 'T" SLOPE NEW GRADE/ ,�' 'l ,''/ ��'' SITE LICsa4TING SEE ELECTRICAL PLAN O 0 LINE ATmwcm �E� Y ,� M31 ? I i' ,��tD" FIRE HYDRANT O �{ SLOPE MAX. �,p �� �/ nil �� '' n�?10 rla O MAI•IHOLE Z p ►19 ' GAS METER r ATEf> METEr>t Z W \ ITS." ' n'1 r UTILITY POLE C) X94 , I11 S i11. I -- \ - W W w dU'TTEWLY VALVE J _j cr GATE VALVE W 111 M.H. fm 112.15C V p ;0000a 114AD ' ) 11L ELEVATION `O a BENCH MARK Q d.M .' Q Q �y 114.86 FZ RIM n 114�1s T.O.C. TOP OF CURB o RIM nlb EI.O.G. BOTTOM OF GURd .J a . 1 L K MANHOLEZ � -_ . � . -- - .____ -. _..____._..____-' �,'__..__. ,� Q GA. CATCH DASH U W 1 rr � '1 lip i.E. NVERT ELEVATION Z > O G O. CLEAN OUT Li l V 'r. D. G. (FIRE DEPT. CONNECTION) } n GA oI w i r r ' o' Ah i 10 , i , , _1 GO. GA. ' - N6110''�I' W ' 611-Oft NEW GRADE l PROM PROPERTY LINE UP AT 2 1 SLOPE MAX. SITE C~IWs IR' AN c n. V/ O 1 { UL V ty- z ca Ill , . La r A o z AC A I-- PATE FEB. 1, 1990 SCALI PROJ. NO. 1'•2©. ©' 9319 DRAWN CHECKED JTB/KSW JTB VLM PLOT DATES, SHEET NO V12/MJ!!C - 544 1I/ifidlew .. 10136 -SnS�o V? 148 1 H-A\9329G-2 2/6/MW--1116,45 OF _ V I I I I'I I I I I I I ISI I I I III I ISI I I I III I I�" ■ x" IF THIS DOCUMENT IS LESS LEGIBLE THAN THIS NOTATION, I -liI I I I I Irlr C r�r r f r(►f II I I I I I I I I I I I I I I I I I I I II i'II , •f iI iI ilif irI i�,I r�i I i l I i i I i iI l`I�I 'I Ii JANUARY 12 1994 _ IT IS DUE TO THE QUALITY OF rase THE ORIGINAL DOCUMENT. g $ 8L LL 8Z 8 4L BZ L IL �L 8T 8T LT 8I 4T ibT 6T IIII IIIIIIIII IIII IIIIIIII III VIII IIIIIIIII IIIIIIIII lillllll Ill l 111 llll Illlllllalllllll IIII�IIII IIIIIIIII IIII III IIII�II11 ilil 111 �llZnT iiiiitiiiiliiiii�81li8 LL111111111 8 4 ♦y fi L To,�unl iiii�lul�ilil�lll�III�LIII II 1►I�Illl. IIIIN! 1 ' `7l, 105.014 0 '0 ` Nowoo030" W 966. 4 :` 5/8"IRON R( k ,w/CAP FOUI A6 br TM Tlchnp�an con:vrw,s � Portland ' a Guidance and o the 1�S9 " X Erosion Cont., p B. C 'd Washington as issued by lana r; General votes count.. the City of 1 ' Approval C,,7 of this Plan does not erosion/sediftnta or drains constltute an a tion 9e demi PPruva control �tsC1 Piper restrietor� �@''g• sire andof utilities channels, re loc tiop"ane°�t road @tQ• � retention n of VO4de ?. faof.11t�tes, constnPl+°fentat:on nr ruction, •.Sint . these tsc of these Plans contractorsuhtaviYities�i� t°plsetmentand the he resup9rad!approved end v:9et11 construction rhe ation/landecai fonalbtlIty con,plet• ° fife 3' And const sr facilities oho P nq it established• G-4, vu ✓ ' gradin that 9caOtivtod Qti,°�njunctian with!�Dlan rust be Sediment laden and in such 11 clearing and sYrt@m or v Meter a wanner, as ' lolato aPPlicableew not mate to Insure stem r the drainage • St6ndards. req,jiremeacilitlea the co nta for anticipated on this 1 nstructlon icipated s,* Plan are the upgraded Period. ESC to dition.. riniau■ ensure these facilities s During that needed for unex cite. -laden vector storm @•lents ;bllbe �. stem does not Deere the to The Esc facilities contractor shall be continue and mainta Inspected d tunetloning in" ar necessarydto1 i'1' the 6• , The ESC enLure, their minimum of oncoses shall � following once a cont I"peeted and a @tors event °r vitt In the 4a maintained • hours At no time shell allow" to ac core than All catch bisinsuante within trot of 'sediment b Prior to avis d conve • trappRd Catch basin. flush Paving. The Yanc • lines sed scent laden water operati snail be cleaned �• stabilise afar in�o the shall not d construction dawnstrear s the beginningentrances •.: Yater• duration of tef construction and Sint be Installed at Project• � maintained for the to Insure that all seas for the the duration of the l Pavel urea may be Project, areas •re kept clean �• Landscape areae the "Ecosio Shall be seeded satariais and Control Nand " °r mulched Plants b'OOk until according to C. are installed landacipe s 1d/or p anted• 1 ' The filter _ moll cut to the ""hall be pure Joints lets' When Joint arof the barrierhased becontinuous mint Gln°9®them necessary avoid use of at filter to the post• ch overlap, and both PPort post. with shall ends recurel � l' the filter y fastened contours whet c fence shall be spaced to reaefble, h Inetalle Into them raxlrus of S The fence d to .�ollov ground a minimuseota30 tand drive is scure be 3• A trenchInches. n se..urely 22 lhchrsae1l b@ excavated t° allow the eP► upslopm and doroughlya inches wide filter fabric adjacent to the by When standard to be buried. wood Post support strength filter Side fence shall fabric Inch of posts using be fastened eteourel used extenden4' tis wire c•avY-duty wires Y to the PSIo into the r hog rings. Theawire at least not extend more trench ° riniarua shall ground surface, th��" 16 Inches °t 4 inches and above the ori °hall So 9f nal The standard strength filter fabric Vi extended tencef and Ghali h� extend d into the trench, The of t stapled or extend then 16 fabric fabric shall existing Filter inches ebov shall not es, 4 trees• fabric sha11 a thA original not be stapled to round 61 When extra- tlj cf n strength filter urinated @ used, the wire fabric and ata In sur yeah su closer poet Pled or wired h • case, the PPort fence P"visions direct:Y to the poster tab�ricur1. be Strength fi.tterhtabrly* standard �• sediment apPlYi ng• note posts with standard ll her thea fences � r useful shell be removed has been purpose, but when the Permanently rtablil ed tore the Y have served S• SadIment upslope area Immldiateiences shall be durirr Y after each inspected by contractor be 9 prolonged rainfall . and at rade lmAa all . least diaLely• AAY required daily repairs eha� i X X ac, 3330 W HUN'ZIKER c33TRV2T 6 OF 7 IF THIS DOCUMENT :[S LESS � � � � ! � ill I I ( ` IIIII � ! � I I I I I I I I C I I I } , III II II I ) I I � I � Irrrr� 1�r I � II � I IIIA 1II LEGIB � I I I I � I � � ( I I � 7,iI LE THAN THIS•., NOTATION , � I 2 I IT IS DUE _ - %31 -4 V ( S T 1 JANU-1 1 _� 12 �t TO THE QUALITY OF 11 1 -- _ - THE ORIGINAL DOCUMENT . -- No.36 ,,:,;,, ,�,,• —_ P Z RZ LZ 9Z Z i� Z EZ v TZ 4v 6T �1i L - 1 I 9T SII I � T ET 'ZT STT ,T 6 8 LI 9 9 V Z T31vall II�� I .Illilll!IIIIIIIIIIIIIIIIIIIIiI� '' ' Ilii IIII IIII Illi Ilii IIII illi illi IIII. Illi IIII IIII fill IIII IIII IIII IIII IIII IIII IIII Ilii IIIII�IIIIIII II►I IIII IIIIII�II II►III��I IIIIIII IIIIIIIIIIII Ilillllil IIIIIIIII II�IIIIII iIIII • Illi l�lllllll l II IIII II 11111.11111l �,! Yyyy, �'R..":"•�"�itr .Ilwg+�#F .,��v,^.11s. . azn'ra►are•�a.cr,.�a•^err. a 4 r r O ' wnda AW , r �O HM r S IM ar WVQ do b / 1 X P p r kbnc wUs i J ► J r X r y rbyl4 p.wbV JJ �► Q r X� ►► AL I I I I i I *p h0 ,\ JJ ►► i ^4 ► •\p ! � �'� �•5 ► a ' ► , x ► r bye wow Peak ado • � I I . - rrniard or Y�e�r ar •. ,:. . s. z , y• ny botkm of tiled miww in Ir by Ir Olt C? • �.�.MQ����Ql•�II e�s � i Aobwio ilk o;�co�a.;oa a• r 2'b.r yp 14 p•win i �O baric ar liqWx o �� ��. .`► pao�,.r:!'' rb:!� �, t .�j�• '� pec '� - _ , i Y I x , • 7$" 1V�2?L x Gavel titin. CT �`+�y' Rsdv�s � ?5' mitt. { �. I X .. _ "� :un or Z'-Minus Gravel I '—^ RunofV4ter .m' .D'A' s,+ rii '?:�•a:. tltttt. TV&6& StImtltt d 1 ��...',e s;�D;r ��:° �►,�:w•a.�..�. 5`ubgnd t �ept41 I Provide FuU wi dth ` -' - _ �' J �w . r 4 .. 'w.r oc�:�e.�'Q"�r eQ tii'�"o,. dryr p 4f Ingrsu/Egress Are{y b- '?Z min. fpr single WXHy and duplex mideneall FU Wire Mesh with Filteso J o Sediment acct Fabfic. on to GRAVE=L CONST, EN100�2 ��S h 11'�'i =1�I�' PENC:E B T 134 � �? X� X C)S I CSA/ COA) /s • +JM 8330 S W HUN Z I KER STREET 7 QF 7 L: - IlI lIi IIIIII IIIIIII I ZI�lIlil1lI l8llI ZilI lIIIIIIG(IZIII II�I I�iI IIIIIIIII IIIIIZII II III IIIil�l �ZllllIl�lE� _Z�l IllZll.lilll� I1 I S I I I I I^I'"'"•I I IIi,t• I I TLEGIBLE THAN THIS NUTATION , ` _ 5 7 S 10 JANUARY 1 2 1994 IF xHIS DOCUMENT IS LESS 11 ( I11l IJ - -17' , 1 0? IS DUE TO THE QUALITY OF No.38HE ORIGINAL DOCUMENT . E i 9TZ Z 9I LI11 IIIIIIiiIIIIIilllll IIIIIIIiIII� �� � III1II �1��9Z 177,� a9l Ilill ��� Iilllllll ��.�I�I�I �IIIIII I �_I 111 l ll I .Ill �a.•':•:l "': r w4UNk71'J'7M'Y"Y.r7A1f!R1gNarIM!!11.. ssr:,kWv1T.:•r;1nc7nva:r2 n+o•6 . .. , . . ., .. - .... , . 1'