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12625 SW 69TH AVENUE-1 tl f ADDRESS: or SW 694A E 1 � i:\records\microflm\targets\building.doc J ;...• www. r,w.�.., ..ai„,. ' I I I I I Milli II I i I i t I I III i I I'I I I I'I I I I I I I I I I I I•���...�.,�_,:,. :��w:,,�.� ,,....., ;,._, _.._.,ri��.�..:......+rw�«.»..a�,"• � ”-""W'�"""a"W".�' Ili IIII lilt IIII IIII IIII IIII IIII IIII IIII IIII IIII tlll IIII IIII IIII IIII Irll IIII I �`��� Cm I I I I I I I I I ( I I I I � �lin�n�l� � �ln�� �lill� �lln�lin� ��i�lli2s LEGIBILITY STRIP o f I 8 10 11 12 13 la Is 7 18 Iii 20 21 22 23 24 25 ' VOmm.V cm 2 28 29 30 IIII'IIII''IIIIIIIIII IIIIIIId _ . . . .. Ot 1Jlh1 °aL� F ..,...,...,prnr"" +7+Vww��w+.•r�,.,�•ra�shs�V`4►rf�°�1�s*�w,K.,-aa.i�. � �. ,Nyp...r+ ,yv.M�lhi�'V'S!S"^: iAa"hMf`.7<,•;'t M �..,xF,,:. ,,,,.,.,b•�i' S„u}.+ V, .:...,,mum, m•v •.. ,nor 04, M'.wk ,. -:—..�.T. ,x-,_... .. ,-rr.,=+v:d.-,�1.'�• •�_:,:e.,.,.. - rn+�.,..-.t.m-.-.�.�.• r.. ,... -. ,. �m•+^^*a.n•�*,....rs, .nrq+n T, %r h 1 \ I I I 248 - - - - - - - - - - - S._W,_ G-ON ZAS \\�, ► ' I �8TREET TI , I - - -EDS - _ -- -_ � I f' I I —� 24. 7 _ 8 „ 18„ \ T I I w s - - - — 87 28 24 W 0. - -- - - - - 148. 8 -- __ 24 611- 12" loop I I I i I� 2- 10" 0 12 j� � - � . 00 1010 I� 2- 10" - - - 8 _ N _ 10,1 '210 121 \ f` I0 2 11 0 TL -2600 6 10 169336 SIF _ - 61, 8" 129992 "S 6„ o" L► , - � � 0. o 18" co - • f „ � i I - - -- ' _` =� T- - _ _ _ _ _ - N 87 28 24 W I I - - - - - -- _ _ _ _ 12"- 16" - �� 18" - - -- - - _ _ -- - - I I „ 10 Q I � � A10 –� I 10 �–�- '- - - - _ — _ _ - - i L- 2 810" I V - J '1 a 6 I 4 8 11 - - - - - 4 _ 2-- 10" 24 8 2-6„ 24 6 • 1 II 8 111 - , 1 1 8„ , ' - - ` - N 1 1 , - - � 81_ 10" 6 � • 10" „ - - — WELL IN SHED N --_ ___ 8 o EXISTING '� l 244 N 7.0' SHED \ - Z _ 8 W -r trr- Ttr Tr- -r1� w . F-- 12" > J �. \ � f,, 8,1 2- 141, 0 �!j 6,1 1 3- 1011" R -- - - -- \ 1 2 ' I It ou - - __Ex+S-T G > I 2< 3011 81 1 GARAGE3- 12 S I I ' I 2- 8" ` 1811 1 21 .0' ��. 0 I ' I vi �� 10"18 2„ 1811 , 40 0 11 '2 43 2�. I - -- - \ J w of 8 12"- 16,1 _! o I 1 2 8, It , 2;5. 76' °o -'16. 20' � S 1 �-� EXISTING , I HED ENCROACHES � HOUSE \ I' Q I s ` 1 I 118. 82 I I 611_81 6" 81► 4. 0 11 11 � S. W , 1 A STREET 00 T „ I1001. 009 I N _ _ N 87 28 � EXISTING 24 WI 24. 3 / 0 SHED 2� d- EX��T�NG N ,218 I . 82 1 1 , 2 N SHED' to \ ; 3.69s 0 I ' 1 I CITY OF I IGARD I m- �� � nm I ' Approted— — n:.111y Approved. ... ................ (�c,; ( �r m '?r -7((--- — I r �Y I ' work ..... ...... I 1'' as described in- PF LEGEND I,. 1for to: Follow,.-.--.----- 50L , / 1 .. ...................................... ( ,. Aitac 30 . 00 EDGE OF ASPHALT PAVEMENT Jobrlddress: '1 1 ' EDGE OF GRAVEL - I CONCRETE CURB I ' FIRE HYDRANT ItI I It I r� WATER VALVEnl ► I �K UTILITY POLE WITH GUY WIRE ANCHORI 0 30. 00 I M MAIL BOX Ln It OAK TREE ItI ( � I44 DECID TREE I NOTE : � PROPERTY ! SERVED BY WELL WATER WITH VL.MK jConsulting Engineers M cCroske I I g I PORTLAND, S W. KELLY AVENUE Irve N0 EXISTING WATER METER PORTLAND, OREGON 9720, G 1 503) 222-445.1 FAX 248-7263 g \acad\9 092\my y1-MK PLOT DATES: _— G�� b CB Cvd PROJ 00 Site P I a n , 97092 OG-1 4/8/97 10:19 15 J LEGIBILITY STRIP c 2 3 4 6 6 7 8 9 10 1 1 12 13 4 1�8 117 18 119 210 2I 2'2 2'3 2'4 25 28 217 2i8 29 30 t Qq I IIONI a' • 10 . �.a .s,a.x .. .. .... , ,... .., ,• , ... d1, AAlI:*FAlflh'MIM17ANt wre.: Oi i �t w Page No 1 CONDITIONS/CORRECTIONS FOR CASE NO. : ENG98-0022 JOHN MCCROSKEY 12645 SW 69TH AVE Unit : PREY 04/23/98 1) TRAF CONTRL- SPECIF (CITY) - - The City' s standard specification for traffic control is "Manual on Uniform Traffic Control Devices for Streets and Highways" , U.S. Dept . of Transportation, F.H.A. , 1988 Ed. 2) TRAF CONTRL- CONTR RESPON FOR -- Traffic control shall be provided for by the contractor in accordance with the City' s standard specification and, also, in accordance with a City (job specific) approved traffic control plan. A copy of the approved traffic control plan sh?il be available at the work area . 3) TRAF CONTRL - ROAD CLOSURE - - Public roadway shall not be closed to traffic, at any time, without having first obtained written approval from the City Engineer. The permit holder is responsible for provision of timely notification of traffic flow disruptions to area wide Emergency Services (Tigard Police Dept . , Tualatin Fire & Rescue) and to Tri-Met and Tigard School District . 4) TRAF CONTRL - ADVANCE WARMING - - Advance warning of imminent traffic disruption shall be provided to the general motoring public by placement of an advance notification sign at each end of the construction area 72 hours (min. ) before initiation of construction work. 5) TRAF CONTRL - PRIV PROP ACCESS -- Access to existing properties shall be maintained at all times, including normal delivery service and mail service and if not, shall be cause for work stoppage until effective access is established. 6) TRAF CONTRL - DEVICES IN PLACE -- Traffic control devices, flagpersons, etc. , shall be in place prior to initiation of construction work and shall be effectively maintained. 7) TRAF/NOISE CON'T'ROL - WORK HRS -- No work will be permitted during the hours of darkness, nor between 9 :00 p.m. to 7 :00 a.m. Monday through Friday nor between 9 :00 p.m. to 8 : 00 a.m. Saturday, nor between 9 : 00 p.m. to 9 :00 a.m. Sunday. 8) TRAF CONTRI, MIN LANE WIDTH - - Minimun travel lane width shall be twelve (12) feet; pedestrian travel shall also be provided for. 9) TRAF CONTRL - CITY CAN MODIFY -- The City reserves the right to add to or modify traffic control requirements as may be necessary to effectively control traffic and to assure public safety. 10) INSP 24 HR NOTICE REQUIRED - - The permit holder or his contractor shall notify the City's inspector (Paul Izat) ( _ ) at #639-4171 twenty-four (24) hours prior to commencing work, twenty-four (24) hours prior to any staged inspection and after completing work covered by the permit . 11) PERMIT 6 PLAN REQ ON SITE - - A copy of the permit and all attachments, and a copy of the approved construction plan and all amendments shall be available at the work area . All work shall conform to the permit terms, conditions and provisions and to the City approved permit plans, and approved plan amendments and to the City' s Standards and Specifications and to these General Conditions. Changes to any of the aforsaid must be approved by the City, in advance of work performance. 12) KAZARPS - CERT OF INS - - Maintenance of the work area and approach roads is the responcibility of the permit holder The work area and approach roads shall be maintained in a clean condition, free from obstructions and hazards . A copy of the permit holders Certificate of Insurance shall be available at the work area. 13) DEBRIS - MATERIALS - - The spreading of mud or debris or storage of materials or equiptment of any kind upon any public_ roadway is strictly prohibited and violation shall be cause for immediate cancellation of the permit . The City may at any time order immediate clean up and stoppage of work to accomplish cleanup ; 14) EROSION CONTRL REQ - - Effective erosion control is required. Erosion control devices must be installed and maintained meeting D. E.Q. requirements . The City may at any time order corrective action and stoppage of worts to accomplish effective erosion control . ; 2625 sW 69T" AVENUE P(; AN `�.-....._. �I ,�� i l� (� r►) +, i)ii iflJ illi l(!1 Illl IIII flll ill! illi Itlll I '" ''II} IIII IIII Ifll II!! tlill lill 1111 ifll III 'fill III! ! li III I i ►) .. , 6 19{ki tilli. + I �. � I. .x 1 t } LEGIBILITY STRIP O 1 2 3 � 4 I I f tll ifi¢ftl► iili`Illi Illi !1111 Jill ) O1n .i cT 10 Ii� � 8 12 13 14 i I � m 9 17 18 19 20 21 22 23 24 25 26 27 28 29 30 01 HDr,, sO41Oz • Page No. 2 CONDITIONS/CORRECTIONS FOR CASE NO. : E*1G96 - _."2 JOHN MCCROSKEY 12645 SW 69TH AVE Unit : PREV 34/23/98 151 REPAIRS LIKE VU% ERIALS REQ - - Property disturbed by construction activity sha_i be seeded with a standard grass mix; shrubs, flowers, barkdust, existing signs, pavement markings, mailboxs, etc. , shall be reestablished, reinstalled or replaced, with like kind and material . 16) DRAINAGE CONTRL REQ - - Effective drainage control is required. Drainage shall be controlled within the work site and shall be so routed that adjacent private property, public property and the receiving system is not adversely .,mpacteu. The City may at any time order corrective action and stoppage of work to accomplish effective drainage control . 17) UTILITIES PRELOCA71ON REQ -- Oregon law requires following the rules adopted by the Oregon Utility Notification Center. said rules are set forth in OAR 952 - 2-01-0010 through OAR 952-001-0080 . Copies of the rules may be obtained from the Center by calling (503) 246-1987. If you have questions about • the rules, contact the Center. NOTE: Damage to utilities shall becorrected at the permit holders expense. 16) UTILITY LOCATIONAL CONFLICTS -- Contractor must verify all existing utilities for both vertical elevation and horizontal locatton prior to start of work (pothole before digging if necessary) . Should conflicts arise and redesign or relocation of facilities be necessary, it shall be done a-- the tthe permit holders expense. Changes must be approved by the City in advance of work performance. Contractor shall cocrdinate the work with affected utility agencies . 19) TRENCH PATCH/SAFETY/LIABILITY - - A temporary hard-surface patch (Cold mix A.C. or Hot mix A.C. base paving) shall be placed on trenchs within roadways at the end of each days work. No trench, on site or off site, shall be left at any time in an unsafe condition. The permit holder is respcncible for and is liable for hazards or damage resulting from the prosecution of the work. 21 1 REPAIRS REQ - INSPECTORS OPINION - - Work provided for under the permit shall include repair of existing facilities (roads, ditchs, etc. ) as may be necessary, in the City inspectors opinion, overcome deterioration or damage which occured in conjunction with the work authorized by the permit . Corrective work shall be done at the permit holders expense. 21 ) AS BUILT/ENGR CERTIF REQ - - One as-built mylar drawing showing all new public improvements, including any revision made to t:.e previously approved construction plans and, also, any improvement which may impact an exi ting public system or facility, shall be provided to the City by a registered civil engineer along with an engineers certification of installation campiiance tform attached) SAN SEW TEST % T . INSP REQ - - A sewer system air-test and (V.H.S. ) T.V. test rep-Ort and one set of blueline "As-builts" (of e Wier or both the storm and sanitary sewer systems) may be required by the City for review and approval prior to .-onnection of any buildings tothe sewer. system. 23) DAILY INSP RPT'S REQ - - The permit holders Engineer/Inspector shall submit daily inspection reports, on a weekly basis, to the C ty' 3 Inspector. ( see Developer-Engineer Agreement note #5 ) 241 TESTS/REPT' S TO VALIDATE CLAIMS - - The City' s Inspector may, at their discretion, require provision of tests and or reports from the permit holder, permit holders engineer or contractor to validate claims of material or construction adequacy/compliance. Such tests/reports shall be provided at the permit holders expense. 25) RELEASE WAIVER REQ - - The permit holder shall provide a copy of a properly executed Release s Waiver document to the City for each ownership disturbed by construction activity, as evidence of disturbance resolution and owner. satisfaction 26) MONUMENT PROTECTION REQ - - Existing monuments, property corners, and survey narkers shall be protected Replacement shall be at the permit holders expense. 12624 SW b9111 AVENUF. PG 4 of 12 -ry'I ... .,,r, _. ...r...__.......__ _•.....-..._.,..._ ..- _ .. .ERi'NCM�Mi�11Y14. w+tl. '' ... .,.,wtiwFnawrt .*, .ul,w. , s li�l.L a�'�1r.i .,Nw+ n�Nwaes,...,wsn+.,M;,,.,,, Awa:rtti.�,.. ..,.p.�sa:7, aY [d''� L'•vu .:, .,.LEGIBILITYSTRIP w� 1 I , C '"''«'6411) Illi 1114 1114 1i114411i4144414! )�4411111ld�4t)!+I'9!+!i!i1�14�1�f11 41411 ) ) IBILITY STRIP 0 1 2 3 4 1p1 12 13 1)4 1�l�3 1�7 1� 1 8 19 20 21 22 23 24 25 28 27 2'9 29 30 � 4 HONi s41OZ 114411 O G? „i r' 17 r Page No. 3 CONDITIONS/CORRECTIONSFOR CASE NO. : ENG98-0022 JOHN MCCROSKEY 12645 SW 69TH AVE Unit : PREV 04/23/9b 27) PROBLEM SOLVING - RESPON PARTY - - The permit holder shall provide to the City Inspector, in writing, the names and 24 hr emergency telephone number of two (2) persons who have authority to resolve problems, take corrective action and, in general, will be responsible in case of an emergency. The permit holder shall notify the City Inspector, in writing, of any/all assignment ch?nges . 28) CONSTR SAFETY - RESPON PARTY - - The permit holder shall cause his contractor to provide to the City Inspector, in writing, the name and 24 hr emergency telephone number of a designated "Competent Person" re sible for construction safety as per OR-OSHA, Chap. 437, Div. 3 Construction, Subdivisio. - Excavations. The contractor shall notify the City Inspector of any/all assignment changes . 29) ESMT/RT OF ENTRY - RESPON - - It is the sole responsibility of the permit holder to provide for proper right -of-entry and/or easements prior to starting work. Proof of right-of-entry, or properly executed easements, shall be provided to the City. The City shall in no way be construed to be liable for the permit holders failure to obtain or provide for proof of right-of-entry or easements . 30) SEWER CONN PERMIT REQ -- A sewer connection permit is required to be obtained, from (the City,s Building Department) (Unified Sewerage Agency of Washington County) , prior to connecting any structures to the sanitary sewer system. 31) WATERWORKS APPRCVAL REQ - - - -The permit holder, prior to initiating any work, shall have first submitted a waterworks plan to, and shall have received approval thereof from, ( the City's Water Department ) ( Tualatin Valley Water District 1 . Evidence of such approval shall be available at all times at the work site. 12625 SW 69'11 AVENUE IKi S of 12 1Na!.., .. ,.Mar ., x:...•Z' '.'(: k+4iYMr..., ;I,)�I►(i iii I,;!(�,, �. ;C ,` ...,�,� i i i 1 i k. I I :)III ►I!1 I I I I I I) 1 1 � W M1� I v MpMMW A n&4itM3 w' r.rdYv. 4;,i .r (;ill Q 0 j I � I i I � � I,��', +li�l���e i+it�lf41 iii{�111i Illliliil ll{I�illl III"�illl IIII'IIII illllllll IIII'!i {1'111!1 IIII+IIII IIII Ill!'ill! illi flll IIII IIII ilii Ilii IIII ,I��i+ill Illi III{ li�l IIII 1111 Ili! 1111 IIS )I)i! IillI+III IIIIIRi)! !I))' ,; ,. ���:., ,. 1LEGIgILiTY STRIP I I l 10 I I I P I � � 7 e I � I b 7 l(ig 19 20 21 22 23 24 25 26 27 28 29 30 i k; ( I I lk 11 di HQ1dl syl OZ �, . w, I - aa, I (000�- 1147FAL. (Z) F: F= lc E Tigard , Oregon 0 w SCEDULE OF DRAWINGS M W co 0 Q N \ \ cD �O p SHEET TITLE i C d s� N COVER SHEET t\ BAR TMo�TH G-1 SITE PLAN ST G-2 SITE GRADING AND UTILITIES 491,91 G-3 EROSION CONTROL PLAN - Owner. _ _ G-4 SITE DETA'.S - —419 DR. JOHN McCROSKEY ELMHUR-) I I 3: LLI C-1 STREET IMPROVEMENTS i 14125 SW Farmington Rd. >> -YQ C- 2 STREET DETAILS Beaverton, Oregon 97005 Q C-3 STREET DETAILS Phone: (503) 646-9157 � TP-1 TREE PRESERVATION PLAN _ too BEVELAND L-1 A LANDSCAPE PLAN I_ Developer: SW GONZAGA 's L-1B LANDSCAPE IRRIGATION PLAN Ln SURVEY Meadowlark Partners LLQ' MPTON ST 1750 Skyline Blvd. Suite 224 AN1 ARCHITECTURAL NOTES 1 Portland, Oregon 97221 S1 TE w A-1 FLOOR PLAN Phone: (503) 297-6080 � A1.1 DIMENSIONED PLAN Fax: (503) 297-6184 ch A-2 REFLECTED CEILING PLAN Li A-3 EXTERIOR ELEVATIONS • Z A-4 EXTERIOR ELEVATIONS Engineer: UjB-1 INTERIOR ELEVATIONS Q B-2 INTERIOR ELEVATIONS 01 1 1 VLMK Consulting Engineers - 0 B-3 INTERIOR ELEVATIONS 3933 Southwest Kelly Avenue z B-4 INTERIOR ELEVATIONS N � _ Portland, Oregon 97201 B-5 INTERIOR ELEVATIONS Phone: (503) 222-4453 D-1 ARCHITECTURAL DETAILS Fax: (503) 248-9263 �-� D-2 OPERATORY ELEVATIONS AND MILLWO�' I lei D-3 DETAILS E-1 ARCHITECTURAL LIGHTING PLAN _ Architect. E-2 POWER PLAN I P-1 PLUMBING AND EQUIPMENT PLAN Total Health Environment Design Inc. P-2 PLUMBING SCHEMATICS I _ Barton Oaks Plaza 2 901 South Mopac, Suite 420 S-1 FOUNDATION PLAN _ Austin, Texas 98746 S-2 ROOF FRAMING PLAN Edward Freserson _ Phone: 328- X44 lA6y5 SW 6q.rt+ S-3 ROOF FRAMING DETAILS eier - AVf-:"U E RNSED AWING Landscape Archhec`. NO CHANGE DRAWING , DELETED DRAWING __-- John Watts ___-- t �; cT'oN Phone: (503) 636-3750 VICINITY M A f� `µ APP ,,5f�"� 1 Anne McCroske AP J 636— Y 8638 N.T.S. PLOT DATES: I h of I' /19/97 15:39.26 CJM 5/13/97 16:38.59 CJM 2/12/98 14:46.23 DMW 2/1/98 15 0.33 DMW 97092C VP 4/6 98 10: 26.27 DZW Cm I 4µ ll'lill IIII III! 111 111 IIII IIII IIII lli) IIIIIlllllliinlll i i"., i ' llll ' ir , � , lLEGIBILITY STRIP o. I 2 iOl213 14 lI � i2O1e � le192a 1 22 23 24 25 261 27 2e 29 30 ZI t I of >s HOW cy10Z ►1I l 1 �1�J1a I1.t l� Jl�l> 1>lel IIJ ,I�,l..l 1.11.�.1�.1,a �J.i1.>J I.l�lal I I I I I�I i I I I l I II.IIJ �IaJ> l�111' J >11JI � i��1ll1.11 ! oz - 1 poop ,: .. � _. ... _.. . . ,1 _ . ,. I, S . W. GON ZAGA STREET ( VACATED ) Ex!sr. SAN MH RIM 251.5 � I 8" IE OUT 243.5 (S) 8" 5 (N) 248.0± / THIS I ,TNIS AREA DEDICATED TO NEW RIGHT OF WAY FOR STREET a~ I�II,Ii,.II IIII:::I;;i:,i�iI!I.'•..:I I!! !'III I:IiII I II I I . II «IIIIII�I !IMI1I I1I. I.I1 I:1IIi ►1II .L...,I.I._, ..tIj.�:i!i .•:�.!s it1:. !liI 1III,;•I1.NI.i,,1i�I' l.:.1.Ii•II'iI LIlI...IIi:tI'•Iii�I�iIIIi:,I.I ii'i.�� I1II!•t It. I III'iIi I 1II'IIi1 II,I,IIaIII.i lI1It!IiiiI!I IIi !iIIIIII 1 II jiIiIIIi1 II�I1`i�:'ri1..is.It s•�I•II'1 IN 11•I II'�..IIi.:'It.,;I.III I1:II II' 1 1 II !lj tIIIIIiII! IIiIiItII; IItiIi' I,IIII I'II I ii1I II I 'I I:I h::I.i.I,'4r.'•II'1I iIiI�I I ii il iII I VI (t,t i 'iiI!Ii iiIIiII�Il I IIII 'I I. I IIiI I i. I ,� IIII hfI1� I•--. iI i ItI!I !I IiII IIIjI II,,Ii'I�►I I 1(i1,Ii I,.._♦.it,II'' w ItIIII�i1.�� ..It•I,1� I r I tI,IJ IIi I � I rI .i�•'t�I Ii liIIi i 1 {0\fi!. btI0'' ' 4 iII'I OF 1• ii ' !I� 1IIII I !f I IiI I i N EW-WA IiIIrEI �(-_. "C!R9 AND �AVINGI4k,�( zo ' 2._,D� L —ooe I I NEW 7,0 MDE CON ETE 31DEWALI( n1cn 10, Z O w 1z PR10 HVAC UNI EM1R.CAL PANEL1A 39NEW DENTAL OFFICE rnREA� ER 2, 64 SQFT. c'4FF 250. BICYCLE PktKN© CRAWL SPACEAT 247.0 sSRANTRAS - (A 1.0LRECYCLELLCNO� BOiI X MAIN ENTRYOD c(oC CD C ; PEDESTRIAN WACCESS P ITDC5.O 3 SP ES- �.0. 27.0 3 PA SAT 8.33 25.0 9.00 _ rn —i! CENTRY COVER !If I I ! L1GHT POLE MONUMENT SIGN 3._0. HIGH MAX0 LANDSCAPING NOT TO EXCEED 3 0 HEJGHT CV THLSE AREAS 59 { RESERVE BACK UP 4 SPACES A. 9.0. 38.0. SPACES A 9.0. 83.0.pElilII EXISTN DITCH t APPROX IE 241.0 L 4,, p (1 Oo I z�io III' , I ijai IiIBEET SITE PLAN 10' o' ,o' 20' PROPERTY LNE BEARINGS AND DISTANCES AS WELL AS SITE AREA CALCULATIONS ARE PROVIDED FOR ZONING AND PERMIT REVIEW ONLY. f REAL PROPERTY LEGAL DESCRIPTIONS AND AREA CALCULATIONS ARE TO BE PROVIDED BY A REGISTERED PROFESSIONAL SURVEYOR. - PROJECT SUMMARY: JURISDICTION: CITY OF TGARD er *��l rT r-! r f fr F LAND USE ZONE: MUE LEGAL DESCRIPTION: WILAMETTE MERIDIAN _ GR L WASHINGTON COUNTY, OREGON C TAX LOT # 251 1 AD - 2600,2700 U _ _1 0 N C R E r E Cl 1 BUILDING CODE - UBC 1991 a Iw I in BUILDING OCCUPANCY - B � � .HYDRAN U-IRECONSTRUCTION TYPE 5-N U o Lij WATFF; VAL+'� E ALLOWABLE AREA: B4OOA SQFT SETBACKS: LLI11Li (Y P()LF. tiA,11iH (-'�JY ANCHcSTRUCTURES: p O CD " 'PARKING AND LOADING: 5' DATEMAY +a97LAND AREA / BUILDINr AREA SUMMARY: ,CALF PROS. No)AK E SITE AREA:W/0 170th DEDICATION 26 4'6 SOFT, .81 ACRES 1" IG.O' 97092 170th ST. DEDICATION Z e51 BSQL ,07 ACRES DRAWN CHELXED TOTAL: 29,327.6 SQFT, .68 ACRES BGL/DSA JTB� SHEE1 NO� � � %-, L `� LANDSCAPE AREA: 19 198.6 SQFT 65.5x COVERAGE SMK PL0DA 9.F" E I T ) /7 971 DSA 12673 sw 69111 Avrivl PAVEMENTAREA: 7,183 SQFT 24.50 COVERAGE 5/1 /9 30.12 CJM 5/19/9 3 2 'CJMPc7 'if 12 5 zo 9 o87MJ I ET BUILDING AREA: 2,946 SQFT 10X COVERAGE G 110 45.12 WTw2DMwPARKING: 1/2r1)SPACES - . /T- SQFT 0MW Of4/6992R1 97092G-1 UZwCm LEGIGiIITV $TRIP 2 3 4 5 g 7 101 ! G3i� I8e11920 21 20 23 24 25 26 2 2e 29 30 aQI pNI 410$ oz� 1� �aLu �tIL1g� 1. 1 . :1WILLI1ll)1Wjl.1.17 UO Lill -I'd 111-11 I` _.- --e.a�j,'h�,+p.ryxn:,,..,p'arm-,n,n""'qeA,w..vn•rw�:u.;•n,A,.✓...:.tM'.n,,,q)�,..:•-^,a�tr,.x�,•,wnMtrex++yMn��..q...nx�.+rw+f. NI"IM,w.,.wbrNt „ .... - . - _ �y _ ...• -.,"P"1'e.** „+.•..T.,erN•w w�,i.,Y^`n,F,M•AI'r",?.,+,[!,n!'A.A,'+,!+„tla. !.I,W,rv*,r+{r...- ,,,•rwr,emmw '}5 P"7'1`na1'Im'r' �TN'a� :" T^",rr, •' r R olwv y 2q9 I I 1 I to I Z o 5 - EXIST. SAN MH RI251.52^8 - -S : W. _ - G�N_ AGA - S 8" I IE OUT 243.5 (S) IE 2488Ot\ 1r' �,\ I /THIS AREA DEDICATED41.TO NEW RIGHT OF WA _ ' ? Y FOR STREET " -_ - ,. 10 ., -, �r h"-I,�' � `'247___--__ _ r• \.�1 .1 � �. ¢9 -- �•�\�•`,,\ I , �• I / 1 N IJ 1 rhe,. _-_ ,•.,�,, ••�- S, � 1� / 11 J •-v,.� _ -.. � ..R�..:- .. ..P _.... ww ,_ ..... .... ...• ..... .�. ..n. ,�,�;.r. 'I I1 1 f', � I I I Q FFF / �., I _'_ ,• t f �' 11.., 'ate- ------ -- 5 4 / I k DS 3 '� ' \ ��0 OFF r / 245 _. _ - - - - r - � � C4> 4" DS 2 IE Q47.8 y ! \ _ ! I I 5� NGIiVEF 2 IE 247.8 \ .fL�' I ` �`- ( v 14.392"9 yy 10 SA WA247_ SAN CO ' ' N' I o IE 245.5 I o c° olVi; 01 ' 4, SAN rn FUTURE BUILDING 't s�0.0?00 MI �. I I 4" DS 4 G I �' 2.,0.28 NEW DENTAL OFFICt. - - _ I `p-�vl I T SIDEWALK 2 964 SQFT. \ IE 247.8 I ktrr I C" 00 r,' N FF 250.3 SO CRAWL SPACE AT 247.0 4" DS 5 I I rn 4/ 0 IE 247.8 CV TRASH ' - 244 _ _ �� _ - I 4" DS 1`� _ �'� M 1" COP 4" DS9 IDS 6 �1J __L-_�C ._ � ' I CZ-1-tit ti le ----- IE 247.8 -� IE 247.8 IE 247.8 I r 8 T.V.W. O I2 250.28 ...� \ T.SIDEWALK \ I I = O Z J- -- ---I-- 4' DS 8 4" 7 LL_j � IE1 244.6 J 4 is :\ 4 IE 247.8 IE 249.8 J I I ' I 00 W = x - _ ---- - -- - ---- - - -- i f I I C _ d,;;; 248.5-244 249. 249.61 I I = I \ / ♦ / 249 5 5 �, `J � I 248.0 I I I EA 250.0 �� 7 i 1 I ' _ -�. > ► N 248.0 /� 249.51 `� I 1 1 I 3 247 ` 1 f 45.7 ' �� + ' ` I I I J r7 �\ ` / 249.x3 - 1 245.2 1 1 �� /249.23 v� 249.3 249.4 249.9_ 250.2 249.78` 249.64/' ` I ` r r- _. • J ( \� 248.96 / `\ N 249 C011 JS 244.2 I I 9-1 24 243 dL 743 4 '� '•�� ' ' , 1 IM 243.8 1 2q `� 247.51 ' ' 241 CIB Q �-- 1 f-- G�4 / 5 - ?4g 247.01 DETENTION 'WATER QUALITY POND 'E 241.4 �, IE 241.8 , +_•� 1 24d 1 ' ' / I I �_ EXISTIN DITCH / 1 � ! I �J 245.8 I I I o�` 1 z �PPr'.Ox IE 241.0 ' 244 \ _ --- c` �\ / �� 245.3 I - I CI( I 00 \ .-c-STS -------------- - --------- ----- ---- - - -. --- - - ---- of WIN I 244 - I ' �- S=O 0100 M!N _ - - •- - - - 1 - __ 243 S=0.010 \ 244 \ 245 24ti 247 ��� I I I OI> I of Q Z - � i C.O. IE ^40 7 W NTTON ON OL .T UC U - PLACE MIN. i c.y. IE 240 5 RIM 241.0 D-4 CLASS 100 RIP RAPIE 2410 vEET I- __ - . - - -- - - _ AT OUTFALL SI •;� `� � I 2 q1 ` SITE GRADING/UTILITY PLAN 1' = 10.0' N `.; '� , I I I I Z Li 10 0' 10' 20, 30' CONSTRUCTION NOTES: ;' � � - - ' _ � • rrl• 1(� If I I , I ..i. ' 1. ALL SANITARY DRAINAGE, RAIN DRAIN AND STOPM SEWER PIPING INSTALLED O j WITHIN 5' OF THE OUTSIDE OF THE BUILDING;SHALL BE CAST IRON, DUCTILE p IRON, SCHED. 40 ABS-D.W.V. OR SCHED. 409PVC-D.W.V. ' I �� i Lj SITE GRADING LEGEND --' I w 0 '� 2. MATERIAL: 9 , r�ND G D SANITARY - PVC 3034 D.W.V. ; / , STORM - PVC 3034 (SCHED• 40 WHERE,COVER IS LESS THAN 15") I I \ Li EXISTING CONTOUR LINE CXIST•. NEW Lp' " WATER - PVC SCHED. 40 OR TYPE 'L' PIPER I� \ I I L Of L `- I�v ® CATCH BA514 3. A CLEANOUT SHALL BE PROVIDED AT EACF DOWNSPOUT. I �, I �._L.. _ _ �-155-1` NEW CONTOUR LINE N I MANFIOLE 4. STREET, SIDEWALK, AND DRIVEWAY IMPROVEME'v C„ REQUIRE A SEPARATE , O U , a`1 - PUBLIC WORKS PERMIT. SEE STREET IMPROVEMENT PLANS, SHEET C1. 'U-TILITY POLE DATE EXISTING SPOT S I ' MAY 1997 ELEVATION ,� /� - FIRE HYDRANT KEYNOTES , , , 154,5 M M METER NOTES I, t I ` ��� I / 'SCAtE PROJ. NO 1_ _ �---- NEW SPOT ELEVATION PROVIDE STAKE. SEE SPEC'S L]V �V UTILITY VAULT 0 DO NOT GRADE WITHIN 20' OF THE 40*10AK TREE SO ITS XXx.xX TOP OF CURB ' �1 1" = 10.0' 97092 ROOT SYSTEM MAY BE PRESERVED. J , I =- ---- - - r- EL ELEVATION � Q TRANSFORMER AND PAD � a XXX.XX BOTTOM OF CURB B M BENCH MARK ® ® VALVE BOX COVER 02 REGRADE DITCH TO IE 240.0 AT STORMN S':WER OUTFALL. PLACE / i I ! ,� I DRAWN CHECKED I, ��� MIN 1 c.y. CLASS 100 RIP RAP AT OUTFALL. T 0 C TOP OF CURB ' •r• C' -�� 'y LIGHT POLE XXX.XX � , I � I � UMW/DSA JT6 8 O C BOTTOM OF CURB ' 1 C� CONNECT BUILDING SANITARY TafXISTING 8" LINE, APPROX. IF 242.8 T.SIDEWALK TOP OF SIDEWALK M H MANHOLE -� -�- '.VAI MOUNTED LIGHT �, I I I I ( I SHEET NO C B. CATCH BASIN oC < FIRE DEPARTMENT CONNECTION O 4• STS PIPE, S=0 020Q-IV N. VL4K PLT TIES. 6 4" STS PIPE, S=(Y�200 a 1'1 2�9g 101 0 36 Dmw DMW 12G2S SW 69'" .AVFN111 (' _. - �' _ - 1" DOMESTIC WAT N 1� I ( 12 DMW G 2 2/11/98 19• ER METER - 2/12 99 1� 045 DMW �� �' 01 11 07 1-iJ1�" REDUCED PRESSURE VALVE, SEE I , 3/9 99 I11 8 39 DMW (N ,�I - G-4 I OF I , I 97092G-2 4/g/98 101 �2 DZW I IIIA 1111-- 4. .wwwrhr.muua.;. -,-___-... - n n i,•, I I n t�f_. '. .y nl: .MN)♦Ir1.RSY vh-11WI.v1,J.x1 f. II IIII�iII( IIIIIIIII�IIII Illl�illi�llll� 1l�illi(IIII IIII�IIII illl�lllf Illl�ilil�lllllilll IIII IIIIIfIIi II '! III! .IIII IIII I II I iIr ,I;n, I lil t°'�"` �'` :'I `•4d�'` LEGIBILITY STRIP I I I I I I nl ., I�IIII III 5 8 g In 12 a r 17 i -fy I I ' OI � 4 INONI WI Oe 11 U1111111111111111 111111. :rYb.,yin.-.9yra n..•,..,.r .:,:._..._..::w.,�,�«r.ra1,..: .......«..,.....•.:..............., _... +' t. ,: ..•, ,.-• .....:�. .. i..: ...,t. R.. it : .. _ •. r '.i::. .. , ,. ..., a ....1.e .,1 'k L 31 a , cr'a " r I- J, EROSION CONTROL PLAN — STANDARD NOTES ERO-NOTS ' I `•' �' ECOMMD STANDARD NOTES OR EROSION C PLANS ( y -•, _ •� - �\ I I I , (FROM TEC•�NICAL GUIDANCE HANDBOOK, REVISF' '994) A ALL WORK UNDER 'NIS PERMIT WILL REQUIRE SITE EROS C'I �ONTROL IN • _ / t; _ COMPLIANCE A^'" ALL PROVISIONS OF OAR 340-41-45r- S TE EROSION 7•l, 1 ; \\` CONTROL PLAN `j aRIpR TO 8E APPROVED AND CONTROLS IN P.%•'.: CONSTRUCTION B. APPROVAL OF TNS EROSION SEDIMENTATION CONTROL / I I I I / �Ec-„ PLAN DOES I � O NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD C� 'RAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RES'R CORS, i I I 0 CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) LLJ C THE IMPLEMENTAT'ON OF THESE ESC PLANS AND THE CO'JS'RUCTION, r_, I - r.^ Tri, \ / r\ ^� EXIST. SAN MH I ,7 MAINTENANCE, REPLACEMENT, AND LPGRADING OF THESE ESC ) itn�� ^� L 11 \ I ! �� !- C T \J /y (' TC C� RIM 251 r ti FACILITIES IS THE RESPONSIBILITY Of THE APPLICANT/CC'+TRACTOR - ---- -- - - - - - - --- ---------=-[4 ---- - -- -- ---- -- --- -_---- - -----� -- -- _-, �' IE OUT 24 .5 (';)\�,�, UNTIL ALL CONSTRUCTION IS COMr'LETED AND APPROVE;' k,10 I 8" �`"'fQ VEGETATION/LANDSCAPING IS ESYABLISHED. �`X11, I ( I IE 248 '' D THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON PLAN SHALL o' J ,t,\\• 1c ~r•BE CLEARLY FLAGGED IN THE rIEL.D PRIOR ;Ti F�. DURING r =� 10' ( t1 THE CONSTRUCTIn,4 !'ERjOD, NO DISTURBANCE BEYOND 'HE ,�y: >; 'v _ (k; 24 C ' n t' 1� 1: :a\� FLAGGED CLEARING LIMITS SHALL BE PERMIT TED. THE F,_AGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR rOR THE DURATION OF CONSTRUCTION. loaml� E. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CG'.r'RUCTED IN ��• r k_ _ 1� __ - . CONJUNCTION WITH ALL CLEARING AND GRADING ACTIV AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND MENT-LADEN �'' '(` i 1 ( �' k ' WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWI'S, OR VIOLATE t \ }�, i y13 r 1 , I t APPLICABLE WATER STANDARDS, THE z cj F. ESC FACILITIES SHOWN ON THIS PLAN ARE THE MITI'/ I"a -e - - - -�- �- ll,�. , _ 10" \ r- Z REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. pUV '• 'HE (( �' t..t'l�n ,�„ T�JTN� y •) Fir' O . ; t,,� 4�' D i .% + QEp PRpCONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE 'GRADED AS / GMAT SEDIMENT ! �• [. ;► I , 4 NEEDED FOR UNEXPECTED STORM EVENTS AND TO INSURE ,,� y� :tl C;yr' Irk" / \4,i \4" CS IF i/47 B _ AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE h" 2-Y' `'\ll.a�` IE 247 8 I .>\`:'/ �S��'' t Cl L'- , 6., A\v��' \ ` �- 14.392 G THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE \ I ^�^' O /I I` 'ry`'' '` ``� I, \ Y I �" APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSAKY `0 NSURE , � THEIR CONTINUED FUNCTIONING, h ��"1 Imo- , t5) H THEFACILITIES I - •,�^ __�- � � I - 1�0 ESC ON INACTIVE SITES SHALL BE INSPECTED AND _ I tY MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS J '� nt•~ ;-J� ! -tG FOLLOWING A STORM EVENT. - — — — ` ` — — — -- - -- — — __ — -- Z, — — — — — — — — — — — — -- — — — — — — — — — 5�- — - 1 VE -- - _ I- _ - - - - - - _ - V. - _ _ - -�- }- I :\� 1 ( NI sARA� I -• -I I SIN 12.3 1 orf •�„� 1 •- �'•�l_.. Sa�N Ct:) - � I IG� � I O I r) t0" i - - I IE 24'5.5 t0" �� i 1 N vi: I. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO SyfS�' ,. .� �; �•�, tl3 - ,., ' 3 v'� ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND ! '.j't,y� , _ _ 1 f= Ilb y f. old CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PA` ''G. IC` S� ���`�•1 - -- , 1 - - 41 SAN _{3;1 THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT 0.0200 MIM. L WATER INTO THE DOWNSTREAM SYSTEM. FI.1T1)F'F RlJil 1)INI� ����',i - t I t 1 t L p ., I 11 \. � i a 10-11 NFW DFNTAF, �_)FFIC;F .. �" 0584?:�02�J. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INST:• D AT THE , (- 4 ` / FBEGINNING OF CONSTRUCTION AND MAINTAINED FOR Tr'• DURATION OF c% �; 'T.SIDEWALI� ' ' '- 24 cr) CV L,i t im " 1, I _ I L i 1 . THE PROJECT. ADDITIONAL MEASURES MAY BE REQUII TO INSURE �� ` y r \ THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE D 4TION OF THE - , -' ® ® � S,,N I L 1-y PROJECT, I -- / ��t;�� 6" I r` �-'p �� \ 4" D5 4 -� .,R A irb L �,: �,(_ A T 4 i , IL STANDARD NOTES FOR SEDIMENT FENCES: 4 \ I 1 1 !^) I W 0 . �� TRASH I _ t THE FILTER FABRIC SHALL BE PURCHASED IN A CONT1Nl 'JS ROLL CUT - ` {. I ,� p 9"�10 - 44 L 9 4 Dy 6 _ a~ a� .._ TO THE LENGTH OF THE BARRIER TO AVOID USE OF JO'�•S. WHEN -- " ,� ,-. ! � 6 ' �� `\F ,,, \ IE 247. _ -_--'' �-\ .� r r: ` RECYCLE - ;IF (� >;, _ cl JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICE- TOGETHER -47 � T.V • ! 1 ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND - {> 2t\O.L'8 f I ' >� \ B - ---= BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2" y, 2" - - POSTS AND ATTACH AS SHOWN ON DETAIL. XIFI \` 4„ 'SFW 4r, S _ ( I�� r A!t% !F :44,6 7.J 1 "\ j Ii ?47.g IF ?49 Q` I I >-) ' W J/ ,F y 14� ` 'r 2, THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE 4” r\I/ �\F1 \ E-,) CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A ^'�r, �\� k, _EI -- I c i�m � MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY 'HTO THE GROUND A MINIMUM OF 18 INCHES. " -- <'4•t- - - h ,/ = ��h a�C"/'k� ,-r'':_ j` . _ t 249.E 1 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTIC a BURIAL OF 6 t?„ !, \ (� \t / \ •tF,•0 --{ INCHES, ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE f �3" 2_14" \ ,/ \ � �- / % INSTALLATION SHALL BE BACKFILLED AND COMPACTED ALONG THE ( ` / F>(,,,,}+;� I G" 249.51 - - ENTIRE DISTURBED AREA. I\ \ 24p cy- _., 1 / Cn \r i .-� 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE S-1 ALL HAVE _ � = ��-=• / � ' MANUFACTURED STITCHED LOOPS FOR 7_" X 2" POST INSTALLATION. 245.7 -- �-:'• •, .. , JAM � ^4� �3 I I v� 59 STITCHED LOOPS SHALL BE INSTALLED ON THE UP HILL SIDE OF THE (ti') \ / > ;r45.1 !- ' -` `"- -` - SLOPED AREA, r L� J,R; Az-0 ,�1r , J;aRAGEC. �'' 5, FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED ''� \ t 30 p /00 i` '�' N I, �•• f/ ' �' I \ 0 THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN � , \ \ ' F � � � r..-'� \�t �a -4- PERMANENTLY PROTECTED AND STABILIZED. , \ \r :2, 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY - ^''• •' - --- - --'- _ APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT •'•. '\ �. ., _ , , -'•••._ .. LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS :� ® N , y I SHALL BE MADE IMMEDIATELY. ti '+ GRAVEL ENTRANCE' SEE 3 20` AAA I ,\/' ".,,� ,•r-. -,"t ,.\ '`e-. JJJccc 8 ANGLE BOTH ENDS OF FILTER FABRIC FENCE TO ASSURE SOIL IS TRAPPED <0.. I E- I 243 "Y=• INLET BARRIER SEE 1 _ 243.5 z43 INTERLOCK ,�" ?" �' 242 _ SEDIMENT FENCE - SEE EO POSTS = 1 AND ATTACH 241 _ ` ;� l f ''a" C x; k L STIrJh I J E JJ 1 f= f.,, TOP VIEW ' 4� ��' BRIM f� -? �__-1 K I i GL ALN 113\�J�WAIU? Gr.A� : i F'c:N E- -il t ; IL26;i 1 w 'E-�-�4'� th 24s pt :,F C r 0' r.• - 1 "Q.. I FILTER FABRIC MATERIAL �%;` `-• - '`!�f � :'a5.a \ -..,- I I NI 36' WIDE ROLLS h \ ,kms_-24 E;rt ENC:R00 . CHCS i 24s._ �•_ \ '� I I c t O �` ---- - - ----- - - ------ �•1 - ry 2 �' "�� ;7 — -- - – 1 I II ' wl� ►` r,•\ - 2454- r'4 245 YY : : VQ lW4l1fflr'-ltq * r. .S;k,...ti ;;. .,: .�r�'.. fi.t. RIM _ _ ,� ;• t' N 1 f F;' < I p 241 0 , = , , r � r X,ST�L., �4 �1 i, >t,- - U I I I -- ' LLJ 6' MAXIMUM SPACING EROSION CONTROL PLAN z 1 I 'FRONT VIEW 97092G3 1 =10.0 2" BY Z" FIR OR PINE POSTS, � I ' I Z O 0 0 STANDARD OR BETTER OR Qo\�\ �� W EQUAL ALTERNATE: STEEL t1F'NGF-�'� � L , FENCE POSTS .� G S v ) Q oP o• , LLo 0 STITCHED LOOPS t0 BE USE STITCHED LOOPS ^! °$,' M/H INSTALLED ON UPHILL RUNOFF WATER WITH SEDIMENT E P n. $d°o w OVER 2" x 2" POSTS / p� o �°g eo twb.8d�'`:1 U a SIDE OF SLOPE o C- C.D 1� GRAVEL (12" MIN, DEPTH) o. .8� o. 8d ��w .� O H L1.J FILTER FABRIC N � 18" MIN. n, l MATERIAL- \ c = or, p_ tw 8 � • c BURY BOTTOM OF \Y a °'e 8 °' e 8 e dam' o.A$A °;,9$ °' DATE FILTER MATERIAL '' // °i° °'e g °yo r °8 0 Sdo 0. IN 8" BY 6" TRENCH ° e 8�5 e�.g, 00 $ eg8 a o.8 MAY 1997 \ ' \ �'e 8 e RADIUS = 25' MIN. SCALE PROJ. NO. COMPACT ALL AREAS OF �� \\ \ 1"=10.0' 97092 FILTER FABRIC TRENCH \�// CLEAN PIT RUN OR 8" MIN. // /// 2"-MINUS GRAVEL DEPTH / DRAWN CHECKED g" SEDIMENT � WIRE MESH WI1H FILTER SIDE VIEW MIN ( FABRIC ON TOP TT SUBGRADE REINFORCEMENT PROVIDE FULL WIDTH OF WTW JTB GEOTEXTILE, AS REQUIRED FILTERED INGRESS/EGRESS AREA WATER SHEET NO 12625 SW 69'" A V I N111 1 SEDIMENT FENCE 2 INLET BARRIER 1369 of 12 3 GRAVEL ENTRANCE DETAIL VLMK PLOT DATES: Z S ERO_SEDF 1 2 1 -0 - S:ERO-ENTR 1 = 30'-0 G 3 10/20 9 1039.33 OMW / _ S:ERC-INLT 1/2 = 1 -0" 10 20 97 14:57,49 MWTW W DMW 16/97 11:98 18:5 317 DMW OF C: ACAD VDL 97092G3 4/6 g8 10:27,38 DtW II III III ILII ILII ILII ILII Till II, `II ILII ILII ILII ILII ILII ILII till ILII ILII Ilii !IIIIII1111*iaii!IIII - rT uillli�Ilinlln.�Inllull�ill!IiIIIIIiiI�' I I ' I i I I I I I I I I nll ui;<;I LEGIBILITY STRIP O 3 4 5 10 1 I IJ9 113 Ila IIe 117 116 119 210 2I1 22 213 1214 25 28 217 26 29 30 om^ .� cm 01 I I I I,' ' I' MaN t t I OZ ,�r41�M� ... _�U.��II �.�� � ,I,AJ, I �02 J.1.. -. i.... : :._, .....'.. - .v'�[ Q�,' ' 4m�}440,IN MIMh'1MMi"•P^1Mri,lMYFrMWtA l4^`:. . -. .. :.-...,r.... ...::-- - n. ..•�.. wg .... .:tC.. :.Y. ...: .L :ayw ".,!..:� •AM VIT!"''.w'�pj,,�'Fp'T•�•„•r•,•'r�.,p �J f f IY 24: 5 2' THICK, 30000 P S.I. GRAY IRON, r, l • . —UTILITY VAULT 3612-PVT �) HEAVY DUTY ,AST 'RON GRATE - 3'-6 pR EQUAI -- 3' /CONCRETE PAD / DETENTION SURFACE LEVEL, OVERFLOW EL 242.9 ELEV =242.9 .. a;u E,.ENATION ha _R QUALITY SURFACE SEE .AN LEVEL ELEV,=242.5 o • 53 S w ABS SCREW I� SEE PN,` 6" STORM SE ER OUTIN S IPE UT 4" ABS POND BOTTOM ELEV.=241.0 OIL TRAP W CLEANOUT 117-11 I- \ - 4" IE 241.0 S�` L - - • \4 Ac: 1 2 C.U. YD. NOTES: A- CATCH BASIN TO BE CONSTRUCTED OF 10 GAUGE (v-, _V) STEEL 3/4" DRAIN ROCK WITH ALL JOINT.; WELDED. CATCH BASIN CAN BE RC '• SIOUARE. 0.5" ORIFICE o0 a PLAN 8- CALK PIPE TO CALKING HUB < 301 2" WEEPHOLE C- SET CATCH BASIN ON 6" THICK COMPACTED CRUSHE7 O ROCK OR SAND BASE. Z D- BACKFILL AROUND CATCH BASIN WITH COMPACTED C; SLOPE EARTH AWAY FROM - =^cr' POCK' VAULT E BERM AREA E- DRILL (3) 1" DIA. HOLES IN TOP OF BASIN EACH SIC. REDUCED PRESSURE BACKF r)W 3.5' ORIF'CE a PREvENTER FEBCO MODEL 325Y OR EOUAL �Fni.PRRO �- — YNGNFC,A FL7 14.392 TYPICAL CATCH BASIN y Y SITE-C 3'-0" SARA� 2N`),, WATER QUALITY OUTLET i'-o• ,r.-CURB t 5i WOEDPOD ' _ ''-0" I MMW rh FINISH GRADE V • v • • L aj I 2' DRAIN TO DAYLIGHT O / SLOPE 1/0- PER FOOT MIN. CV CONCRETE PAD r AWAY FROM VAULT C � ELEVATION •- v� NOTE: NOT TO SCALE o DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE FREEZE PROTECTION, CLEARENCE FOR TESTING AND REPAIR W 0 N ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION BRASS PLUGS TO BE INSTALLED IN TEST COCKS. ADEQUATE DRAINAGE ALSO REQUIRED. st C O V •� O LL 3 1 -1 2" REDUCED PRESSURE BACKFLOW PREVENTER C S:\ACAD\STANDARD\STD-TVWD\DETBF302 FULL SCALE O U W Y 3 N m V5 JM � Mo > � � � I'Mi�lfl MNiM� NI II Q z LLJ W --� r� NJ � I� LL U 11] Cr U IT , j LL 4 f_ O u� DATE MAY 1997 ;SALE PROJ NO NOTED 97092 DRAWN CHECKED DMW/DSA JTB SHEET NO VLMK PLOT DATES' G 4 12/3/97 10 18 24 DMW 12 3 97 '1:25.59 DMW `,N 64", A� I �� I 29 10 18 20 DMW �— 3/2/98 11:3952) DMW 3 DmW 970920-4 3/9/9,810:1115 3 9 DZW LEGIBILITY STRIP 0 2 3 4 5 8 7 e 9 10 1 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 29 29 30 Z1 I I 01 8 r o0ut oz25X fi�l I ' I HONI I i 'li I. OF ...,_:—+n:.*rr.�.+.eh•u,e. nyMaM�r�Mrr�MJMff!'fi�:Yr r� 711 777777 _.; �. ... ,. .,.. ... .l- i ,...,. ...r ..1 , t4 n.o�: ,.am:. .." ;:;, _., ' .. .., .. ._ ... r .. ,, I i J Jcr a' 0J W r n L nI'' 00 O a, w a ^ aZ °�" z ~LaiW ZJ �Y � UJ ra ^06'P ut f,I�J? Ll') U)� .Q (o ,r, a �a �. �� tY j� 03w aN1- Zw0 (DQ O��w O + tea + Q� +Lj + t �— I V) bn0 naz s,zVl .t3 > z '''z „ zzv� 5 QzzLLJ G Z3 Li Fd--zuj hQ- zZ VQz HWZ F-LJ aWWQ m V) z z Lo La Im cn w< ,n(-4jLom a 000 Z In m m 2 V)w w r • - - _ — --- --I - --- -R/W- -H °O° - `r /EX. STREET LIGHT ' f ,�� 15 IE 244.75 VERIFY �,--- i ; „ 15" "STS ' TS S=0.0230 S=0.0230 I �. NFW UNDF,RWLIND UTILI g z �' f� W.�_� S . W. 59THAVENUE �� CL SAWCUT EXIST w JI CENTERLINE AC 1.0' FROM EDGE - - - - - - I - — - - - - - - - -�`-��- 77 ----- - -- ---- - \ I EXIST. EDGI 54 OOIn �-4i;_ - ,�.}. OF V1NG N _ ��__:« 8" SAN _ .' — - - -- - -- -- - -- --- --- - - -- - - _SAN 8. - - - - - - - - - S 00 _ 3 - ! — a S 0016 �, y� _ = i l - -- - - - - - - — - - - - EX. L, OF GRA J i 00 w / VEL - — G-1cP�Bks 2.31 •� i GRAVEL TAPER ^ z mho pl' - - - u� _ ---------------- -- - - _ -- - -- - _ - `� O - - - - -- - - - - - - _ V' C _ N _------ - -----_ TAPE 15:1 TO EXSTING - 4 r7 vaa MAIL SERVICE i� /' - TAPER -7 OF GRAY I O -- - 2 rn - - vn r,-) I rn - -- , Az C:D w — , `. C Cn w 1 ,Zd'aZ to fuZO �� ✓' 1 . OD Nx -RHry _��. - - - - - RfW---_ _ _ - — _ ---9ti 246 Cr_ cV CAD r*� O \ c:) W Q LA- U.1 0 Q w Yn OZa Cx "ioo �- r- a W�rQ Q \ W�i4F QD�a W Y Y J ~ Y (V>�i(/1 UI�v?NcV u-, c�OW �< NZr Lp Caw Lr) �a<WN _a<ZNmZ oao o PLAN /-SND PROFILE om4n o 00mN ���o r-sm� g�a�ol Y + 1:14 t + + + pp + + pp •+0 +Q 00 t — t Ln ,n -�F-aO ,n ,r, HORIZONTAL 1"=10' a w a � M w It In u C14� ,•>a W t ''�z_Z C4 3 cr '-w _ z` VERTICAL 1"=2' o N o�' N cV P)Z QQ Q3 Q01 QU(� a �fZ clIN Ul J QU Q H�J Fa- M L-z z a 'i o YC� F-W J 0 0 U' W V) u>U' W 0 z d'I,-I wow w N m m W Vl vti.,w�w �nlwlYwW mw v� r7 O cr) 254' r7 `�' I • 252' - - - 250' EXIST. GRADE AT -CENTERLINE - -- - - - - _ -5=0.0140 FINISH GRADE AT --'46'— LEFT GUTTER W � � � Q Li OPEC r� 1 - EXIST 8,. SAN ---S-0-0160 242 _- N -- — - - -- DAR SOU 1lI - - -- -- -- - V / ELM ST _ � L1J O BEVELAND � bo �O • �J (A � � o SW GONZAGA '^ CONSM NOON NOTES: R Wct ProN ST Q ur � CONSTRUCT STANDARD COMMERCIAL DRIVEWAI, SEE CITY DETAIL., SHEET C-3 SITE k U) (f) F- lg' 12' DATE 2 CONSTRUCT STANDARD CURB AND GUTTER, STA 3+79 67 TO 6"-- 7 5' 18' _ k FEBRUARY 1998 STA. 5+09.59, SEE CITY DETAIL, SHEET G-3 SIDEWALK T EXIST. AC • SCALE PROJ. NO. O3 CONSTRUCT STANDARD 7' SI[�EWALk, STA 3+?g.67 TO GRADE TO EXISTING S.=2%--� STA. 5+09.59 2 1 MAX S=2f;-- CURB AND GUTTER � �- CONSTRUCT ASPHALT RAMP MAX SLOPE 1:20.- R,& ,��E"lic)WO m 16 � f SEE CITY DETAIL +-5'2� �_.. �`2r,y _ EXIST CURB NOTED 97092 db tib `T --�— NEW AC PAVINh r DRAWN CHECKED �5 CONSTRUCT TYPE CG-1 GLITTER INLET AND LATERAL, 2" OF CLASS "C'• AC PAVING ' DMW KSM 6' VERTICAL ALIGNMENT IS BASED ON CITY OF TIGARD BENCHMARK NO 131, OVER 2" OF CLASS "E" AC PAVING EL 263 B2 TVN, DESCRIBED AS A BRASS DISC IN CURB NEAR CATCH BASIN (BATH LIFTS PAVED THE SAME DAY) AT THE NORTHWEST CORNER OF SOUTHWEST HAMPTON STREET AND SW OVER 3" OF 3/4"-0" LEVELING COURSE SHEET NO OVER 12" OF 2"--0" BASE ROCK p[OT DATES 66TH AVENGE. 1 /g U 51.15 DMW CONTRACTOR T" POTHOLE TO VERIFI M_IGNMENT AND ELEVATION 1 TYPICAL CROSS SECTION _ 9 DMW C 1 OF EXISTING 12" WATER 08 NEW Tr[ OM--IR SIGN — " 69SECT 114- 1'-0" VICINITY M A? 3/31,98 15.410. 5 46 DMW 4 DMW L 97092C-1 4�6�yg 11 41 53 DZW '� cm LEGIBILITY STRIP o 1 2 3 4 5 �o 12 1,3 14 F 17 le 19 2'0 21 22 2e 24 25 26 27 2e 29 jo -Y 01 II. I,I, HQNI C 107 Jill l l I 4dN%MWw'N1AM 1Alv. .. � ..- .a _. _ - N ! ,4,:h. Y fwt'. .. -'C?('.4°P'.d Ira. .. ..'h. ._. _ ., ... � .. �� ."�°`!"' ,,..• 1'•10 3/1• (` II 3• PVC HUB ASTM 3034 SDR 3S) DRIVE INTO CEN'ER OF RUBBER U 1 ^ I V AFTER SLEEVE IS PLACED � I � - — T � SLEEVE STRA? =ETAi��EF � � FVC SADDLE (TEE) I 1 N IN HOLE. RIDGES ; Z 0 N jl I I / t/1• II ,. : I 5;I 3' IMTS RUBBER GASKET Cr 40 2. STAINLESS STEEL BAND (9/16" SERIES 300) - ---- 1�r ,.: UPPER HALF OF RUBBER SLEEVE TO THE - - � - - -- 1 . r-- .+.I. SECURES U --- ---- - - --•-- ------- EON FLAT SECTION A-A ---•--•_-- — � PVC HUB. TrF, -S _1 1 • 00 COMPLETE RUBBER SLEEVE (ASTM C-443) PLAN I INCLUDES A MOLDED SEGMENT THAT HOLDS ' IT IN PLACE. I B z- rzD PRQFFJ, 3 1 3/9• I r 112* rL•I @ARS CIt"S /AR! SEVER PIPE STAINLESS STEEL F� 1.392 S'+�,o AT 1 T//• a CENTER yr RoLoo STRAPFig I I FFP�r I I 14,392 2 >i . ° : • I w 41, PVC SADDLE SHALL BE ASTM 3034 SOR35 CONCRETE: PIPE r FVC COMPOUNDS SHALL BE ASTM 01784 WITH CELL CLASS OF 12454-B/C SARAN u OR 12364-C 12.3 a ALL ELASTOMERIC SEALS (RUBBER GASKETS) SHALL BE ASTM F477 ■ STAINLESS STEEL BANDS SHALL BE 300 SERIES. FULL 9/16" WIDTH BAND. :- S � M S/16' SHOULDERED HEX HEAD, SLOTTED SCREW AND IS CADMIUM PLATED. �. TVVICAL SOTN INDS B z , . . .., ° CARBON STEEL. CD I pWTIR 11ARS Apo /ti IVIRT SECOND 'WAR BAR 92/A x r' FLAT C'V PLAN °"'� t"�" E� SECTION B-B NOTE: ALL INSERTn-TEE HOLES SHALL BE MACHINE DRILLED. INSERTION HOLE SHALL BE CORE DRILLED. USE ONLY ON CON' OR DUCTILE IRON PIPE •C C> NOTE:. 9 FRAME AND GRATE MATERIAL SHALL BE FLAT BAR STEEL CR APPROVED EQUAL. W 0 CV ADDITIONAL THICKNESS AND REINFORCEMENT SHALL BE REOUIRED FOR STATE - I HIGHWAY APPLICATIONS. N unified , • . unified CURB 8� GUTTER CATCH unified INSERTA- TEEUfA Qsewerage PVC S .�; , sewerage ►� 8� sewerage Oagency S A L agency o� z BASIN FRAME GRATE Uff; 0 agency UfADRAWING NO. 180-SA C -- � ORAV i NG NO. ISO–ST ( CG— 1 FILE CPWI1SAN1 D GRAVIWI W19OM ORAVING. NO. 190-SA ryu o■AF+1fANl EO pA•VIN. +t°+. O >_ U ::� Lo rIL[ ORArT,ITGM+ SO GRAVING ■IrItEO i�SO,SOST PLOT ,,, 1:tfrt• •� LaJ y �i ONE TVO aECESSED SEVEN NC. 3 BARS PLAN a j NO. S MCI. ? G "FCA SAT S- O.C. BARA\ BAPS I f / \~` -• ___ I :s .-•+-°- =T. CURB JOINT A 5, MN. SEE NOTE 5 kow • - �,- -�_ .e r VARIES TO MATCH I •' ' 1 CURB TYPE 2,111 oil I ROAD ;r• .. T SEE DRAWING NO. ISO-STFill I �: •�: I I 4 '•, •••' �' ' SERvICF, LATERAL PIPE � SECURE 2x. IN Pt_ACF. �• � ,� .+ FOR FRAME AND GRATE 1 1/2- NO. S BAR SIZE AS SPECIFIED AGAINST PLUG V/ BACKFILL ►• • •,• TI 2• of 3/4•-0' BASEROCK O PREVENT PLUG BLOWOFF ` RECESSED CURB INLETS TO BE INSTALLED COMPACTED SUBGRADE IN ACCORDANCE WITH DRAWING NO. IZOB-ST B NORMAL SLOPE Y.-� N I OF PAvE"+ENT y � � Vj SANITARY MAIN J DR LATERAL I B PLAN VIEW SIDEWALK ADJACENT TO CURB (J, z PLAN I 2xc CURB J 7y' MIN. ROW ( l r,•a 2 S.��1 V 4. ya _' s _► i ,_•_�' I`Qr�.'•� /°Av0_MENT / D -r- 12 - - - - I W I — — — — — -" •� ii=•r• �J ° w pcT;DN: CONST. STATION: DISTANCE TO NEAREST MANHOLE. ./I - JD;NT■ 1NEED TO IDENT1Fr UPSTREAM l)R OOvNSTREAMt I . WEEP - ROAD :3 OF SURC'A AREA FROM MAIN TO END OF LATERAL • I •, d 1 CE E LENGT•I: SHOWOISTANCE MIN _ O _'_ -J i TOTAL LENGTH OF 2x4 AT ENO OF LATERAL 36. HOLES " •%T' ' " ` t 1 ,TAT ION HEIGHT: TO %� ° D \ •. �•' SEE NOTE S MI N. LOTS: AS SHOWN ON APPROVED SET 0 PLANS W t . I LENGTH nARrcINGS TO FACE STREET 2. OF 3/4. 0` BASEROCK MAX o a n�x COMPACTED SUBCRADE NO. 3 BARS i.—�+ MAGtIETIC • > � . 12- HEIGHT GROUND TAPE y i5• o �. SURFACE AIN 2"` COLOR CODE SURFACE SEE HOOK d 1 1 _ NOTES: SIDEWALK AWAY FROM CURB LLJ PAR DETAIL 1 36' LOTt (GREEN-SANITARY) � •. Q 1 n V V T a. v /\J CJ • • c• A / w • . c • v � , 1. CONCRETE SHALL. E3E 3000 P.SI. AFTER 2D DAYS, a SAt�t: MIX. SLUMP RANO£ r N ` � L a �Q .• � ►�' '1• .a OF 1-1/2' TO 3 . a IN. 1 1/2' GROUND • I . I • ' MAG/TAPE I 3 (GREEN W/BLACK LETTERS) I E• + 2'-t !/t" 6' Int!'•! ti 6' I 2 PANELS TO BE S FEET LONG • Li SAR • - f-" 3. EXPANSION JOINTS TO BE PLACED AT SIDE'S OF DRIVEWAY APPROACHES. -�--� • 2x4 _SECTION A—A SECTION B—B UTILITY VAULTS, WHEII.CHAIR RAMPS. & AT SPACING NOT TO EXCEED 45 FEET. �- �' ` • ' t C: 1 • • PIPE tB• PLUG , ° C NOTES: 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE RADRm • CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C-[78 CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN ,/2 Q � O . '• I)' OF Sit' COMPACTED BASE MATERIAL S. SIDEWALK SHAM HAVE A MHMUM THICKNESS OF 6 INCHES IF MOUNTABLE a CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. MINIMUM SLOPE FOR 3/1-0 PIPE ZONE MAXIMUM DEPTH OF STANDARD CATCH BASIN TO BE t• FROM TOP OF GRATE TO FLOW LINE OF LOWEST OTHERMASt: 510EWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. • � J U ,• ° 0�••� 6' PIPE 0.010 nATERAL AS SPECIFIED PIPE S. DRAIN BLOCKOUTS IN CURBS SHALL. BE EXTEMDI D TO BAC( OF SIOEWAI K "TH 3• DIAMf.TER n / 1 SECTION B-B o• 0 PIPE • 0.020 PRECAST CATCH BASIN: PLASTIC PIPE AT 2X SLOECONTRACTION JOINT TO BE PLACED OVER PIPE- . � Q �J NOOK BAR . 1 . 0 �`— SUPPORT TEE V1TH MINIMUM WALL THICKNESS TO BE S' ( � ( � T� S / REDOING GRAVEL. ELEVATION REINFORCEMENT TC BE REBAR MEETING ASTM ALIS GRADE 90 OR WELDED WIRE MEETING ASTM A497 l/ J V I ►- L DETAIL , ,, MINIMUM 2'0' WIDE CONCRETE SIDEWALK DATE GUTTER & CURB unified APRIL 1998 unified �.*" r"� sewerage SCALE PROJ. NO GUTTER 81 ��� unified SANITARY sewerage CATCH BASIN ( CG- 1 ) agency � � � B g aux � �,�, w NOTED 970e2 sewerage agency qTY OF T1GAR0 CATCH BASIN ( "'C- 1 ) agency SERVICE LATERAL DRAWING I NG N0. 140A-ST >c a►Tc j\ m DRAWN CHECKEDSM I •r 11110"tD 0NAVI+i to,.o"tl n.ot u+ I/+ant ti 7l.T.i 1-f--f,7 tOITI(L'.1 '•�•� DMW KSM DRAWING N0. 1409-ST DRAVING N0. 170-SA IILI 004E .tra■� to Arne 1 , e 1,1 Flu o..r+1a•., a °■A•I■t t°1V°tA� Ito, 111'A , tilers •L SHEET Nn C 2 97092C-2 VLMK PLOT DATES OF 4/3/98 16 71 UZW 1 Lam. Cm 1 LEGIBILITY STRIP O I 2 3 4 5 6 7 9 10 11 12 113 14 16 1'7 118 119 2l0 2l 22 23 24 25 26 27 28 29 3G om�• , Z I I I OI 4 4 HONI I I OZ >1 �1,►, 1►��a1�1 �1J1�1 L�l llll��i!� 1L 111 1a.��IIJ�I�.���,J�I.I��J I�IJ1I.I.�1�.11.l�I.�.I.allJ J�lt�� I. 11J.< 1 t�11���111.w.�11JJiI �I1I�1 �i�ltWull►�, �,tJ.�IQ oz Mk n,. „r , .� •. t.n• r n fh^. Nlfi 4,...•!'k.i. ., i. , .-. .. ... ,. ,. . .,. i .c 'V 1'1r fi rY y: h i 30'-0" MAX., 10'-0" MIN. (SEE TABLES) EXISTING DRIVEWAY VARIES WIDTH VARIES MATCH GRADE DRAINAGE BLACKOUT (SEE TABLE) -- FACE OF CURB STREET WIDTH —� 3" I.D. PLASTIC VAPIES 1' 6PIPE W/COUPLING V) MATCH WIDTH o -1" BATTER ROAD 1" 6„ 11' R _ 5 Zin R W LINE6" X F" —T 121 o GA MESH 6" . G 4 1/2. • ° ,, MAX. CONTRACTIONB _ JOI1,lTS SIDEWALK °BASE COURSE �eB JOIN S- ' -- 24-- CURB!, FACE OF CURB 5'-0' MIN, 5'-0' MIN. 1. FOR USE ALONG MEDIANS, GUTTERS MAY BE REDUCED WITH PRIOR a 4'-6" 15-0" MAX". 15'-0" MAX 4'-6" APPROVAL FROM THE CITY ENGINEER. C) — 6" DRIVEWAY SECTION — 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. o PLAI'l z 3. EXPANSION JOINTS USE EXISTING EXPANSION JOINT A. TO BE PROVIDED: OR SAWCUr AND PLACE COLD1_1/2" EXPOSURE 1) AT EACH POINT OF TANGENCY OF THE CURB. � PRpFFJ,r JOIN r I 2) AT EACH COLD JOINT. 3) AT EACH SIDE OF INLET STRUCTURES. 14,362 4) AT EACH END OF DRIVEWAYS. LE VA TI ON B- B 10 GA MESH 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 40m; 1-1/2' ABOVE BASE B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMP':EGNATED, NON EXTRUDING, F 30,Li WITH A THICKNESS OF 1/2 INCH. �rSAR0 z STREET • ` ,..i J 4. CONTRACTION JOINTS: M • - - 6" A. SPACING TO BE NOT MOPE THAN 15 FEET, rn 2" OF COMPACTED 3/4"-0" AGGREGATE B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 '1/2 INCHES. NOTES SECTION 4-A 5. BASE ROCK 2"-0 OR 3/4"-0, 957. COMPACTION. BASE ROCK SHALL BE TO 0 1 SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. ca C,4 C 1. 11 CONCRETE SHALL BE COMMERCIAL MIX. rn .... 2. CURB JOINT SHALL BE A TROWELED JOINT W"11A MINIMUM 1/2" RADIUS 6. DRAINAGE BLOCKOUT - 3" DIAMETER PLASTIC PIPE: ALONG BACK OF CURB, A. I.D. PLASTIC PIPE WITH COUPLING, 0 M B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB ccs 3. EXPANSION JOINTS SHALL BE 1/2" PP.EMOLDED ASPHALT IMPREGNATED w � rn MATERIAL OR EQUAL, EXTENDING FROM SUBGRADE TO FINISH GRADE. SAW CUT VERTICALLY 18" ESCH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. C:) C(1 4MERCIAL DRIVEWAY CURB AND GUTTECD R REFERENCE APPROVED BY DRAWN BY sir REFERENCE APPROVED BY DRAWN BY W Z WASH CO. COMMERDW CAB ° WASH. CO. CS-300 CAB a C11 Y OF TIGARD - - - _ Q OREGON SCALE DATE DRAWING No. CITY OF T G� �D SCALE DATE DWG. FILE r� N.T.S. �— 7-9-93J:DETAILS\COMMERDW.DWG OREGON N.T.S. 7-9-93 J:DETAILS\CURB-GUT.DWG U - - Y 4- --- —� J � � O r� GENERAL NOTES 1. TRAFFIC SIGNS TO BE 48" X 48" MIN. 3" A C. IN 2 LIFTS ROAD CONSMUON BLACK ON ORANGE. • AHEAD STREET AREAS OUT OF STREET AREAS 1010, 2. NO COLLECTOR STREET LANE CLOSURES SAW CUT — I MIN. I OR LOCAL STREET CLOSURES DURING 6� THE FOLLOWING TIME PERIODS: EXISTING SECTION� ONE LANE O RESURFACING ROAD AMEAD j//� wlo-. 7: 30 _ 8: 30 A.M. 2" OF 3/4" - 0" . ` "I. * ; •, ` 100' I 4: 30 5: 30 P.M. ' ' o o. °,••o••o o °•°•• MIN. °°o ° o o• ° ° ° ° o ° ° o ° ° //� FLACCERI 3. THE CITY'S STANDARD SPECIFICATION o ° o o ° ° ° ° o 0 o W20-7A AF[AD O FOR TRAFFIC CONTROL IS "MANUAL ° o ° o // / J M20-7A ° ° o // _ z 100' I ON UNIFORM TRAFFIC CONTROL �-- ° oo ° ° ° / U MIN. DEVICES FOR STREETS AND HIGHWAYS", ° CLASS B U.S. DEPT. OF TRANSPORTATION: z U / �' v I FHUA, 1988 EDITION. o BACKFILL ° CLASS A L� FLAGGERLLJ 2" - 0" ° o / BACKFILL v Q ° ° j/ a 100' 4. ACTUAL SIGN PLACEMENT TO BE --� ° ° ° o / MIN. ■ ■ ADJUSTED IN FIELD. DO NOT REDUCE M o Q 0 o C o ° j// a z I z 50' MIN. BELOW MINIMU�,IS WITHOUT CITY W ° °° ° ° o / v ■- APPROVAL. �- _ _ t 2' / w MIN. GRANULAR R' BACKFILL �� D o°°° ° °°o m J 5. THE CITY RESERVES THE RIGHT TO ADD TO W ° ° ° ° / 100 z OR MODIFY TRAFFIC CONTROL REQUIREMENTS O W ° °° ° ° /��/� > I ■■ 0 AS MAY BE NECESSARY TO EFFECTIVELY ° o ° - I a MIN. � CONTROL TRAFFIC AND TO ENSURE PUBLIC C) W • u SAFETY. n tO •• FLAGGER n `r 6. NO LANE CLOSURES WITHIN 200 FEET OF CL o D ' ' 100' � A TRAFFIC SIGNAL WITHOUT PRIOR CITY Lij i • _ I MIN. p APPROVAL. a ., z -� e FLA°DER AHEAD m 'a • • • • • O r M10-7A T � '00, — cn PIPE BASE -' I MIN. LEGEND W BACKFILL IN STREET AREASONE ---- ( ROAD L AHEAD 6_L� • 1� j wzo-• n TRAFFIC SIGN 0 1. !FIS AGAINST CURB, FILL I 100' • ' 1 ROCK TO BACK OF S/W, MIN. ® CONSTRUCTION ZONE V IF S/W IS NOT AGAINST CURB, I O ROAD CONSMUCPON 0 TRAFFIC CONES OR ( n ( n ` AHEAD APPROPRIATE DELINEATION FILL ROCK 2' BACK FROM CURB DEVICE. DATE APRIL 1998 , PIPE BEDDING AND � TRAFFIC CONTROL SCALE PROJ. NO BACKFILL DETAILS TYPICAL DETAIL NOTED 97092 DRAWN CHECKED REFERENCE A APPROVED BY DRAWN BY I REFERENCE APPROVED BY DRAWN BY DMW KSM CITY OF TIGARD �-•� �M° CA3 CITY OF TIGARD _ GAA_-- SAB i ',�IFFT N,. OREGON SCALE DATE DWG. FILE SCALE DATE DWG FILE NTS 7-9-93 J:DETAILS\,PIPEBED DWG OREGON N.T.S. 7-9-93 J:DET/TRAFCONT.DWG 970920-3 MK PLOT DATES. /6/98 10.2145 DZW OF , 4 ' A I ( I I I I I I Inlllllll IIII I, LEG181L1T'i STRIP E 7 p � I'IIII IIII IIII'llll '111111111111I1l1 IIII IIII IIIhIIII IIIII�hIII IIII�IIII IIII Illi IIII IIII Ilillllli il, II IIIIIIIII�IIIIIIIII IIIIIIIII � I �I;I,, „III,:. Il�lli� ' illllllli�llll� T a I 10 I7 16 19 20 2� 3 2a GF. 2r_. 29 30 2'1 I I O1 WOMI Yo d lobii1,1.125Xa ' 1 7,7_••r,.;,;,;.. .�,...,,-.:..:, ,.. ¢'+ ,.-., .. '., .. ., .. .. ...v. ..,.. , r � 'nR I. DRY" » i „�.. Y. , - . ...i+: i r a . ,._�.,.'.RrR�Il��wY.Mr1�M�!'a•.�,�e4�'�1��:. ... i, ,.......... n. 'F YM'l°1^�rv{RIM.. 7.. 7A e... V . . . M1 ADDRESS: 60 n. Y ..1 ti G] LL) i\records\microflm\targets\building.doc a� 0 E V) m o c Z CL LO A m a qa a p T = a m fif D �d O y S�! M M N Od a U U) (n 0 W Oi o w a a a sa. O m c z a: n ¢ a- 0 R 2 __j (Y J O n n % n c O � rn� � Q N rn a: rn W ry .y.• N ♦J V y rn rn R l � Y � v c r. U € T lig 7 _ 2 ami n a m J Z b LL c lL CL E am °u° 1 .44 a. t N N $a. a a CO N m m m m m m CITY O F TI G A R ® DEVELOPMENT SERVICES ENGINEERTNO f-*IERMTT 13125 SW Hall Blvd., Tigard,OR 97223 (503)639-4171 FZIE RM I T #. . . . . . . . ENG98-0022 az &( - , � PRTM. f-,E'RMIT #. . -. SDR97-0005 ( *-ik( -�'s- 6 /v-," if'I"- D41"E TSSUED: 04/29/54P I T E k D T)R F SS. . . : 12 64 5 SW 69TH 0 V E. #PREV FIARCEL : 12S101AD-02600 WES1' PORri-Ai\ir) HEIGHIS ZCIN INLS:MIJE ��LOCK. . . . . . . . . . 1-OT. . . . . . .. . :031 JURISDICTION: TIG -ER11IT TYVIE. . : 901' F-,OBLIG IMP'RV Q[YiNT. iLTN FT) VALLIE 4GREENENT fmm: 0Rf1D/ER0S' )SSURANCE EXPIRAJWN - S T R E PIERFORMANCE SAN SEW NT FNANCE: s fft1 59 W PATHWOYS ALL OFHEP TOTi4t.- . . . . , . . . . .. . . . . . . . . $ SHEET OWNING, TO INSTALL HALF-STREET IMPROYEMENTS INCLUDING ROAD ,)SEING AND SURFACIN6, LXXRETE CURT;/SIDEWALK!AWRff,11, A.['. RAMPS, STORM WATER 9AINME F4CLIITIES, 73WHARY SEOrk SIDE-.%RYICE L41ERAL, WATER SF.PQICE AND NtERGROUND UTILITIES. i t.t:N FFAAS 'OHN MC'CRfI`til;Er' NFah a m 0 t..1 7.1 t by date r o c p t 4 1 Eti S. W. VAR01 I NG TON ROHL) OPEN 1 1"-'qj. 00 GEO 04/29/98 98-305355 �E(4VFRICIN OV' 97005 1- M" CON!FMLI 11-IG iNt, `?33 S. W. Y 0V1-.NLJF. 11 r roi 411� ORTI-01,01 (0N "Ic.01 REQ'J1RFT) INSFIEC.'TIONS '?rmittee/Aq nt 'jtjT14At 111 ---='-' -S'TQRM SEWER---- m. H. & C;. N. ('RS t I NE & GRADE 1-:1 T VIE 111 a ORD '3'1 1 LA(3 H A D F' -"tt:d 11y : CALKF LA & (.-MVICI 801SE ROf,K s, i v '(+!s'r LEVFI. CifiARSE ttv of Tit Jard, Drvrjovi WEARING COURSE "IL1 ' S. W. Hall Blvd. -----SHN. SEWER-- rRAFF A. VIED CONI [CiARD, Oreqnr, 972iR3 M. !a» & r;.. C1. ML0411MEN'T AT I ON N: 63:3-4171 F'IPF I.N R. 13RD qTHi--E TL I GH'f I NG 13LKFI..L- & CMFICT WALK/AVIRON/RAMI) AIR & I*V TEST ,�ISPFC T I ON, 1,I)NI OC I —GRAD I H0— P' ha -'rhOMPS #Prp'L;9-4171 toffi(-sx. ) --REPRI S/ADJ, S-..,._ CONTOLIRS #780--;2641 (mobil,.. ) DRilINAGE --PATHWAyS----- ERMON GNTL. IA, I(IL, (.70ND IT*1:ONS, CITY OF TICARD DEVELOPMENT SERVICES BUILDING PERMIT 13125 SW Hall Blvd., Tigard,OR 97223 (503)639.4171 PERMIT #. . . . . . . : BUP97-023'711 DATE ISSUED: 05/07/97 PARCEL..: 2SI0IAD-02600 SITE ADDRESS. . . : 12645 SW 69TH AVE SUBDIVISION. . . . : WEST PORTLAND HEIGHTS ZONING:MUE B1_.0CK. . . . . . . . . . : L.OT. . . . . . . . . . . . . .31 JURISDICTION:TIG ----------------------------- REISSUE: FLOOR AREAS------------- EXTERIOR WALT_ CONSTRUCTION- C1._.qSS OF WORK. :0TR FIRST. . . . : 0 s f N: S: E: W: TYPE OF USE. . . :SF SECOND. . . : 0 sf PROTECT OPENINGS"_._____---__ TYPE OF CONST. :NONF . . . . 0 sf N: S: E: W: OCCUPANCY GRP. :NONE TOTAL-------: 0 sf ROOF C019ST: FIRE RET? : OCCUPANCY LOAD: 0 BASEMENT. - 0 sf AREA SEP. RATED: STOR. : 0 HT- 0 ft GARAGE. . . : 0 sf OCCU SFP. RATED: RSMT''­ ;1E-ZZ?: REDD SETBACKS--.------- REQU I RED----------­------------ ' Fi-IJOR LO"4n. . . . - Q1 psf I-EFT.- 0 ft R13HT- 0 ft FIR SPKL_- SMOK DET. . - DWELL-ING UNITS: 0 FRNT: 0 ft REAR: 0 ft FIR A[_RM: HNDICP ACC: BEDRMS: 0 BATHS: 0 IMP SURFACE: 0 PIRO CORR: PARKING: 0 VAL_UE. $ . 0 PemArks : Demolition of single family residence, garage and shed. All debris to be removed, -epic tank to be pumped, filled and inspected. jwner: ----------- FEES JOHN MCCRnSKEY, DR type imni_tnt by date V^ecpt 141.25 SW FARMINGTON RD PRMT $ 25. 00 DRA 05/07/97 97-294269 BEAVERTON OR 97007 ;PCT $ 1. 25 DRA 05/07/97 97-294269 EROS $ 26. 00 DRA 05!07/97 97-294269 Phone #: 636-8638 ERPC $ 8. 45 DRA 0-9/07/97 97-2.94269 FRPC $ 8. 45 DRA 05/07/97 97-0.194269 Contractot— KEN L-EPHY cnNSTRL.ICTinN INC PO BOX 469 CORNELIUS OR 971. 1 ,x, -------------------------------------------- Phone #- 357-2193, $ 69. 15 TOTAL Req #_- 000441. PEOUTRED INSPECTIONS ------- This permit is issued subject to the regulations contained in the Pli.tmp/Fill septic Tigard Municipal Code, State of Ore. Specialty Codes and all other Misc. Inspection applicable laws, All work will be done in accordance with approved plans. This permit will expire if work is not started within IN days of issuance, or if work is suspended for more o than IN days. Permittee ca T •­lied y . Call for inspection 639-4175 an F TIGARD Residential Building Permit Application Rter'd Bye { r!5 SW HALL BLVD. New Construction Additions or Alterations Date Recd_ ? 97 :GARD, OR 97223 Single Family Detached or Attached (Duplex) Date to P E. _ i 503-639-4171 Date to DST 503-6847297 Permit [1 9 3 Print or Type Called Incomplete or illegible applications will not be accepted! qr- i 70e of P lett Job ( A `Nam.I_- / �_.� �, -•L^� ft�r._ is `..f�� N✓����1t -{CT' `a ti+ti Address -,611119 Address Architect Mailing Address Name '6 ��' n 1f" C tyiState ' zip Phone �!-41 � r�ti� � U k� k� st, ,j Tx t7�b i2 -32.�t- »yr Owner Mailing Address Name city/State ZIP Phone Engineer M�,riing Address Name City/state Zip Phoria t G1 .v3 Generali ,,.� % r �� ?z7-�u A✓ l'r r 4_ (OK1 N ._ Describe work New O Addition O Altaretfon rO Repair O Contractor Mailing Address t h �1 to be done: Additional Description of Work: atm a CityrStat® Zip Phone Oregon Const Cant. Board Lic.# Ex .0 to Attach Copy of +t_1 1 C Current COT Business Tax or Metro rK. P.0 to PROJECT / Licenses Name r J - r '��(/t -- VALUATION $ E.�c7 isJ n°/` Mechanical , ,� f �jlr� NEW CONSTRUCTION ONLY: Sub- Marling Address Sq. Ft House: Sq. Ft. Garage Contractor C ryiscato Comer Lot YES NO Flag Lot YES NO Zip Phone (check one) (check one) Oregon const cont Boarct Lic.A' Exp.Date Restricted Audio/Stereo Burglar -tach copy or Energy System Alarm Current COT Business rax or Metro# Exp Date Installation Garage Door HVAC Licenses Name Opener Systems Plumbing a o all that Other. Sub- Mailing Address Willthe electrical subcontractor wire for all YES NO Contractor restricted energy installations'? c,ryist.ate Zip Pnone Has the Subdivision Plat recorded'' N/A YES NO 'tach Copy of Oregon Const. Cont. BBoardL;c.# I Exp. Date Reissue of MST* Solar Compliance Current Plumbing Lic. >7 Exo Date (Calculation Attached) Licenses I I hearby acknowledge that t have read this application, that the COT Business Tax or Metro a I Exp Cate information given is correct, that I am the owner or authorized _ agent 91the ow r, and th inns submitted are in compliance Name - with regon S le laws. y -Jectrical tur of Own g Date Sub_ Marling Andress Contac:Person Na e one# contractor C ryiSlate Zip Phone FOR OFFICE USE ONLY: Plat#: E (rL#: Oregon ConaL Cont Board Lic.0 I Exp. Date lttach Copy of SetbacksEApproval: Solar. Current E ec:ncai L c. # Exo Date Licenses a EngineeriPlanning >pproval: TIF: COT, usiness Tax or Metro• Exp. Date i:wapp doc(dst) ti97 E€Cmit # Account Desgriotion mount Amt" Pd. gal. Due MST. Permit (BUILD) Plumb. Permit (PLUMB) Mech. Permit (MECH) ELC/ELR Permit (ELPRMT) State Tax (TAX) Bldg: Plumb: Mech: ELC/EI-R: Plan Check MST: (BUPPLN) Plumb: (PLMPLN) Mech: (MECPLN) COC Review (LANDUS) _ Sewer Connection (SWUSA) Reimbursement District ( ) Sewer Inspection (SWINSP)- Parks Dev Charge (PKSOC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Water Quality (WQUAL) Water Quantity (WQUANT) Erosion Control Permit (ERPRMI) LL Erosion Planck/USA ) g (ERPLAN Erosion Planck/COT (EROSN) Fire Life Safety (FLS) TOTALS: �'•r�'/ Osfhpp.doc (dst) 1197