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14555 SW 72ND AVENUE F!_ -- 6X5 ARC CAST IN w PLACE CONCRETE PIPE WITH / WING WALLS l- 129.5 6 PHASE y CONSTRUCTION PLANS FOR ROAD, � AD, WATER, STORM _ _AND SANITARY FOR NATKIN & CC SITE LOCATED 1 THE sw ®olvlr Ro SP.R N H N.E. 1/4, SECTION 12, T2S , R1W W.M. PROJECT SITE tj 7a 3 WASHINGTON COUNTY., OR - 157_ � I 3 -- EXTRUDEDGYA41B' - -_ � u, SW DURHAM TL 1901 I 9� FLOOD PLAIN AREAELEV t 136-0 FT 4S CORPSIE PUBLIC WORK a or E GICo. - I ERS VICINITY MAP (NO SCALE)TL 21,01 Tdr► C,B - \ \ ,\j \ NOTE : I - ALL CONSTRUCTION SHALL CONFORM TO THE STORM SEWER ALIGNMENT \ ,\ CITY OF TIGARD CONSTRUCTION STANDARDS & 5512. 67C4 14394. 377 091 \� ' APPROPRIATE BUILDING CODE STANDARDS. 091 N oa is S7. 8 E 170. 000 568'>>. 677 14394. 919 oq? y\ 092 N 89 49 02. 2 W 60. 000 5682. U68 14334. 919 093 0 W 111 I . . 608 5594. SB � 2 CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITIES 093 S 37 43 12 s x4..2 66. 63. oBa BEFORE COMMENCING CONSTRUCTION. xd PHASE p. ( ' / / 5331 . 841 1403. 940 09'7 RASE I /�\�� Ov 09 7 N 37 36 09. 3 E 11 4. 602 S422- 635 1409:3. 868 09S / 095 6 89 49 02. 2 E 80. 000 5422. 300 14173. 867 073 roe 073 N 28 18 4316 E' 195. 604 5594. 585 14266. 637 �192 CsS � is 75 1 \ -� PROPOSED METAL BUILDING __,,.fir+ 1► \ PIPE FAB. SHOPS436. 027 S436. 027 14284. 632 098. A TL 1900 098 S 00 10 57. 8 W 20. 000 S4014. 027 L4'284. S42 094 (BY OTHERS) \`c. \ �\ 094 N 8?. 36 30. 8 W It .h02 542L'. 380 :14173. 867 073 FIN. FL. E,.EV. 158.5T-lap OF BANK / C3 �\ \ S301 . 961 1,4173.964 094 \ 09q N00 02 4F�. 4 W 1-1'.0. 11117 S42;1. 390 14173.867 073 \ Tv A TM \ v mw C Is-?. 15 S►4NI TARY SEVER ALIGNMENT SERVICE LME \ •� f b623-578 114213. 431 087 , / \ \ C�8 ' `; 413 03 49. 4 W 270. 000 544Z. 13A 14 2 2 7., Se 1 089 EXTRUDED CURB FV � \ 41 ® ?a 'tF �� ,' SYMBOLS 0 I 1k �-� RIP RAP \\ I - 1: ST STORM SEWER �. OUTFALL \ Q RET WALL \- j , � I-I�" AlE7�'R ct+► �- e T I� S \ \ SA - SANITARY SEWER (FIELD SET) ® - COORDINATE POSITION No --� ! � � \ � C� - MANHOLE S& o.oP MIN �• -`�--_. �' \ N - CATCH BASIN \ ♦! - GATE VALVE / 1- - - Oregon FUTURE OFFICE B1' OT.HERS �. \ \ \ PL UG state of �-- _ - THRUST BLOC, D� � OF ENVIRONMENTAL QUAi.ITY. s _� \ ¢ -- ANT f1, EXISTING C� L d C� D EXISTING FIRE HYDR � { 1 .IUL 1 � ly�✓J I P I \ P P R O V E D WATER METER GARAGE HOUSE I 3 PROPOSED MEL I BUILDING 4 I on --- PH SHEET METAL SHOP TL 2000 E 1I subject to provisions in letter of same lI , - � I date. `I (BY OTHERS) II -gyp �0 ` I I St to of Oregon Z Il DEPARTMENT ENMONM TAL QUALITY PHASE II A i5'° - I _ IOC FIN. FL. ELEV. 151..5 tp i SCALE 1 30 GOP * ��, METER TO BE I � 2� 20 SIZED BY OTHERS I APPROVED AS NOTED EXIST M �r� ? , cr E TER 1_ ,4A ,� 151- -� U.S:A• eE .E.Q. Y f l � - ----- OST � _ �t _ )��� 1n I I 1. 1, p S1' c� P�(.'f ' (� i .4�* ^)I' /11 { �1J'. J' {'ice•.'... ' - -- i a�C r ,l� r\�`t� INSTALL 5( 'Fr OF 12" INSTAll 40 FT OF 12 24' I' OF CL d11' TaG (FIELD SET) - .r1,_ C� Ia rw(FIE YD SEI' N U LI u C �.v 1'. i M _ s - - AUtILIC Pah :`1' iX ;h�. . . p vi I cLEAN ExisrrNa �t -- v TOP 151.82 \ TOP 144.! I Q t0 OITCN O ----- _ ^ _ _ FL 132 29 1 L�t�r _ �_ ?.�Iz _� CLEAN ExrSTINO/ r• ►-- .. __� - FL !44.61 FL 140.9Q PLA�.r'i 7;i T, I,i. 1 ---- to M ® od8 DRINM A ENGINEERING, INC. EDGE PAVEMENT- r - - - - - - _ - D►rCH - - - 8.. W TER ' t ._ 9205 SW Surnham St.- TIGARD OREGON 9722 3PROMSED CUUtTY I1 'Ai.11-1 1 �t.S• w 72 nd AVE. svrcE LINE (503) 639-1155 CITY 141 F'DGFPAVEMEN O - - `2-w -- GENERAL 1)ArL; - ® 6 S - --- N fv CLIENT ROY ELDRIDGE, NATKIN a CC�MA4NY SNEE7" ' TOP 165.:4 __...-_...__ ______,----.._- --.-__-.-. _ - -_ -- _-- 1111111 ,._ vAI 14831 SW. T2 nd. AVE. No. rop 154.7 FL 133.90 - - - _ FL 16�.95 EXISTING 96��DIA. FL 151.4 `P, `a, ��'. AL. PIPE PORTLAND, OREGON 97223 TOTAL EXISTINGTAP 91 6 G.V. T. R. 'g. t , 1Y___- r- _ DATc -----. _. PHONE : 620 41,450 SWETs OL N DATE BY REVISIONAPPROV D . ..,, JO l - _ .....:....i� _ _-. --• •. . .. ... .. - .- . . _ - ,. .__ _ 79-32 .�_. • _...�... .�..,, .. ,,... .�.�....... 1n! • ,...� ,..,.,....,,,,. _..,,,�ra�ww�.,.._ �..,,.. ,. .,*.,,�'....., ..e:.�. .r . 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'"�. ,r.. /►, �rIf, 0 ! : y� Jrt • i. �V+. /r i • rJt 4, r.•. ` 9'l ,). •-T •,, +r \ /;-i'l.'"q-.•!#. 1� * ,ff, r!' »• :.yr... 1. r .. .,s8` ..ii, .n ,•. R. �w t d ! ♦ r ,y i l r •'I t:. !- r'+ '0, `Fib t: -F , ♦' 'd • { «µa„ ,.Y3'' M `.. 11 'y", . d'' ". . �1•!�'J' � 'x r"'s �4 i a .r,,t. Pt. t, N �.F ,y � i1 •�. 1' f'i ,,it . 11 ., • ;,. It - ti �'`. .�1I ♦ Y' ,w IVY ► `• � K '�r+r t; �I ��+�j+ { :'rte k '�," " y , ♦ +,�• ,14 ..r - '� .* ,. ��f''7 y ;a•t .#! M:., /y 7i A � +_ :'..#Ya M)tl . ^! ,.;+- .�:{r+•y� • t .y t . ,, - P 7 _ d ►_� •t� r"+.� _r '-'. i ,i a 1 _ dp."'i. y,fr'. . Y * # tt .' �.' � #,t ttl►. •'•, .. a �11 Ir 5 u .,' ! �•'r,�f ,x �~� a. y!d rk>, '*'� ' , g .'.,.•7,. rrr,���..C, . y w - ,� .... C, L •.lrp• a ,r �i" - ' I� _,yqy . di �,. fl, a' � 1,! FILE NO. 72ND AVE. - .14555 S'rR. OP,�. PERf� n, M. 1 V f` f i qr y t - �.. Y'NGt�u�i a f CHUBB GROUP of insurance Companies �J CHUBB 222 South Riverside Plaza. Chicago Illinois 60606 • Phone (312) 454.4200 FEDERAL INSURANCE COMPANY 9/28/82 Cit! of Tigard License or Permit Div. Tigard, Oregon RE: Natkin & Company Bond #80805138 Effective 6/1/79 Amount $1,500.00 Gentlemen: We understand from our Principal that the above described bond is no longer required. If your records indicate this to be correct, may we please have your authorization to terminate such bond as of 10/28/82 A duplicate crt)y of this letter is enclosed for your convenience in replying to our request. Thank you for you assistance in this matter . Very truly yours, FEDERAL INSURANCE COMPANY ~ Karen L. Walloschek Surety Department The above captioned bond may be considered cancelled as of CHUBB GROUP of Insurance Companies Cf-11UBB 222 South Riverside Plaza, Chicago Illinois 60606 • Phone (312` 454 FEDERAL INSURANCE COMPANY 9/28/82 C.:ty of Tigard License or Permit Div. Tigard, Oregon RE: Natkin & Company Bond #80805138 Effective 6/1/79 Amount $1,500.00 Gentlemen: we understand from our Principal that the above described bond is no longer required. If your records indicate this to be correct, may we please have your authorization to terminate such bond as of 10/28/82 A duplicate copy of this letter is enclosed for your convenience in replying to uur request. Thank you for you assistance in this matter . Very truly yours, FEDERAL INSUr%kNCE COMPANY Y K� n WA14 ' c�hek Surety Department ' The above captioned bond may be co.isidered cancelled as of /�- if- 2 , Unified Sewerage Agency of Washington County 150 N. First Avenue HiPsboro, Oregon 97123 503 648-8621 I A gust +, 1980 i City of Tigard P .O. Box 23997 Tigard, Oregon t 97223 Gentlemen: E__ d SUB ECT: 1A'IKIN & CO. SITE--PHASE I (City oigard) The construction plans on the above-reference project have been approved by the Unifier Sewerage Agency �nd the Depa t*nt of Environmental Quality. f yotl have any questions , please do not hesitate to call . Very _ruly yours , ..0 l %�19Z f'tic Cf►� e ry Chamberlin E ine-ering Tech. III /c b Enclosure - 72-4BR APPLICATION - STREET !MPROVEMENT/EXCAVATION COPY TO: ORDINANCE NO. 74-14 (B/LUE) -INSP. :YELLOW) -OTHER AGENCY (INSTRUCTIONS ON SEPARATE SHEET) )PINK) -APPLICANT APPROVED FN APPLICATION NO.: 125 NOT APPROVED ❑ CITY OF TIGARD, OREGON FEE AMT.: : 116.20 PENDING FEE. PMT. ❑ CITY HALL RECEIPT NO.. [e PENDING SECURITY ❑ PUBL IC RORKS DEPA R TMEN T BY _LJS... DATE PENDING AGENCY "OK" ❑ Application and Progress Record PPI ,�p elo,h see below PENDING INFURMATION ❑ FOR STREET IMPROVEMENVEXCAVATION As w QUIRED ANNUAL U PENDING VARIANCE ❑ one year — EXPIRATION DATE �- / y PERMIT NO.: 122-80 _ DATE ISSUED: '7 BY; (I�APPLICAITION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL _Driveway Apron (_.0.)t 12„ Stc.11, orm cu verts,san.sewer t - - - ------ — VS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICAN r -NATKIN & COMPANY 1.4_8_3.0_ S.W. 72nd Avenue NAME - ADDRESS CITY PHONE CONTRACTOR (Same) ._- NAS_ .__-_—__. ADDRESS i _-_ _._ _-�–.CITY --_ -_—�..-_PRONE PLANS BY I)RINKWATER ENGR. INC. ___9__205 SW Burnham Street _ _-Ti aid,. llr-_Ii3�- 115 - r NAME ADDRESS CITY HONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ _ 5.81a no _ DOLLARS FOR OFFIC (2) EXCAVATION DATA: 0.02 x S Nuff 00 = S 116.20 "MIN. STREET _ DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM 8, QUANTITY �— - -- STREET --- -- _ PEN D S.W. 72nd per roved plan (attach d) R TION Q ESTIMATED STREET' OPENING DATE / E ESTIMATED STREET CLOSING DATE: / T - __ - -- D 8082-87-73 5,810.00 STREET (3) SECURITY NO. SE�URITYAMT.: $ � CLOSE Te na O. _ FINAL. -~ SURETY CO.: CERrIF1EDCHECK ❑ CASH ❑ BOND l78 INSPEC. (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS j CONDITIONS: FEA'rURES; EXCAVATION LOCATION AND EXTENT. To be constructed it, accord I1 with the approved plan and in 1 I I accord with City standards & •w --r- 1 1 _ -- specifications and all planning Mh- commission conditions. Traffic control to be contractrirs responsibility. I I I I I - 1 (S; NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF•WAY JUITIiDIUTION 19 THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON THE APPLICANT AGRECS TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPl-ICANTS ACTIONS. APPLICANrSSIGNATURE.7!� ) ,�? , DATE �z 1. 2 / d0 RECEIVFn UWCITY OF rlGl tttJ Unified Sewerage Agency of Washington County 150 N. First Avenue Hillsboro, Oregon 97123 503 648-8621 July 9 , 3.980 Oregon State Department of Environmental Quality P .O . Box 1760 Portland, Oregon 97207 Gentlemen : SUBJECT: NATKIN- & CO. ''I;.'; PHASE I (City of 'Tigard) Enclosed please find two copies of the plans for the sanitary sewers to be installed in the above-referenced project . Please review and return all copies to the Unified Sewerage Agency of Washington County, 150 North First Avenue , Hillsboro , Oregon. We would appreciate your approval on these plans as soon as possible . Very truly yours , Engineering Tech. Eb /- nclosures I// CC : Engineer 07tri c,F 11f,ark]) PL ITT Durham BASIN Feet 2- 1 R. L DRINKWATER, P.E. RLS, [LIE VIEQ OF "1iMR8. vU�i OTUL 9205 S.W. Surnl-lant Sbwt TIGARD OREGON 97223 DATE Phone 639-1156 ATTENTION GENTI EMEN: — WE ARE SENDING YOU f.l Attached ❑ Under separate cover via the following items: [ I Shop drawings ❑ Prints ❑ Plans ❑ Samples El Specifications I I Copy of letter ❑ Change order ❑_ —_ __ __ COPIES DATE NO. DESCRIPTION 1 THESE ARE TRANSMITTED as checked below: ❑ For ^pproval I I Approved as submitted ! 1 Resubmit_____copies for appror al ❑ For your use i7 Approved as noted 11 Submit----copies for distribution G As requested f 1 Returned for corrections I_I Return_._`_ corrected prints L7 For review and comment I 1 ❑ FOR BIDS DUE _ _19- - 11 PRINTS RETURNED AFTER LOAN TO US REMARKS__ COPY TO SIGNED: i,mr a... r n.msnr.n.�jHrns/ n elnn.w.., n.es If enclosures are not as rioted, kindly notify us of once. NATKIN & COHPANY DRAINME STUDY 5-20-80 79-32 ,b M R i f URINKWATER ENGINEFRING, INC. 9205 SW Burnham St. TIGARD, OREGON 97223 (503) 639-:155 DRINKWATER ENGINEERING, INC. R. L. DRINKWATER CONSULTING CIVIL ENGINEEH&LAND SURVEYOR 9205 S W BURNHAM ST TIGARD,OREGON 97223 (503)639-1 155 May 20, 1980 Mr. Roy Eldridge Natkin & Company 14830 S.W. 72nd Portland, Oregon 97223 Dear Mr. Eldridge: Subject: Design criteria for drainage study for Natkin Company project site located adjacent to S.W. 72nd, Tigard, Oregon. Attached are the criteria used in evaluating and sizing the on-site storm sewer piping for your project site. The piping was sized using the Washington County rainfall intensity curves for East Washington County.. The standard used in Washington County is a 25-year design storm. This was also utilized for your project. Detailed link analysis follows in the report giving the design flow, the chosen design pipe, invert elevation, and capacities. This is also detailed for construc- tion purposes on the plan view and Sheet 3 of 4 of the construction drawings. In order to accommodate tte flows, the largest pipe diameter used was 12-inch. This was accomplished by .increasing the depth of manhole number 82 and giving a steeper slope and a better alignment projecting into the creek area. The discharge flow will fall upon a riprep area utilizing '18-24 inch riprap which will slow velocity of the discharged water and keep erosion in this area to a minimum. The second part of the drainage study preliminarily reviews the drainage basin in which the subject site is located. This is shown o,i Sheet 2 of 4 of the construction drawings and is approximately 1209 acres in size. Two existing structures in the creek area abut the project site-- a 96-inch aluminum culvert under S.W. 72nd and a 6-foot by 5-foot con- crete cast-in-place arch pip,? under the railroad track. The reliminary drainage flows indicate both of these pipes to be adequately sized and capable of handling a theoretical 100-year design storm, based on East Washington County intensity duration curves (copy of curves are shown in attached report). It should be noted that this analysis does not include the backwater Curves associated from the probable 100-year Roy Fldridge May 20, 1980 Page two flood elevation as established by the Corp of Engineers by their letter dated 10-04-79 setting the 100-year flood elevation at 135.5, and a letter from the Washington County Department of Public Works setting the 100-year flood elevation at 136. If there are any further details or explanations of the attached information or construction drawings required, please contact us. _S�\ere N E ENANEE- 11G, N l1D in a , P.L.S. 'res dent Attachment „ C T 1 IC ': I V INTRG :; CCTIGN AN ij-' SIGN CRITLRIA H Y D R A C 0 N P U T E R P R O G R A M FLAW DIAGRAM more ii put Placid Into Computor Storage I ahareIC `ar I act:L atO4 "a run Hycur ( , Tntormation t Revisod 1.0 t bettor Muijul .. i ...._ . �_..,. Outp�` . ' _ ,•.,«.. Actuyl itobin Mai PLead;oa Canditiunb } Ccpiea of,HXDRA . .- .• . • - - •,•�Caoputatior�s i 'Pri,ntad OA,l,LM ` pXlnter r . . •+. t : 1 Infomt•t.ion Acca 1 for Report Drake Report «�...,,..... E,UATIQN" U"�X FOA �• LkalnA�� ;,NALYSIS A-) Kinnin.,s LLL.jt ions :i-51ope in ft/ft U♦L)OJ6r p8/3 d1/2 ��Disohsr�m iri,ofs & V-VdlositV fps V-111& g2/:1 S1/2 DaDi.ameter of pipe (Ln inches) R-Hydraulic Radius (in fact) N=Mannings Coefficient PVuh/wetted Purimotar for PipG., Flawing Full - =5 $-) a..�.iynal �'ur•mulu A-Areu in acres .'d-AC i C-Cot ffic lent of runoff ioIntansitity of rainfall in inchea per hour C-) surface F101w Time (For distances of over 8WI) T :s 1.B(1.1-C)D0'S T-Time in minutes s�•3333 C-Coefficient of runoff' D-Nerland flow distance :n minutes °-Slope D-) C. :i1pokL&t.. %w1o€t' unto Arda�•C� r Cn Area`Total) txea katal) l•3 EAST %VASH:NGTON COUNTY INTENSITY OUR ATiON "iIVES 4.0 ell 11.0 i i.� i ..�:.�.....I 0 to .o co io loo I,o 140 tau ISO OURATICN (MINUTES) Note: See Mpemki ■ for Ea►t Mvitnomah Coulity. 1• i Table 8-2 Cnrtt'd The Concept of Norenal Flow Description of C'liannel n 1.49 _ n well-maintained large floodway; unkept artificial channels with scours, slides, considerable aquatic growth; natural stream with good alignment and fairly constant cross section 0.030 49.56 Permanent alluviai rivers with moderate changes in cross section, average stage; slightly curving intermittent streams in very good condition 0.033 45.15 Small, deteriorated artificial channels, half choked with aquatic growth, winding river with clean bed, ►_ut with pools and hallows 0.1135 g2.57 Irregularly curving permanent a uvtal stream with smooth bed; straight natural channels with uneven bottom, rand bars, dunes, few rocks and underwater ditches; lover section of mountainous streams with well-developed channel with sediment deposits, intermittent streams in good condi ion; rather deteriorated artificial channels, with moss and reeds, ocks, scours, and slides 0.040 17.25 Artificia ear c anne s partially obstructed with debris, roots, and weeds; irregularly meandering rivers with partly grown-in or rocky bed; developed flood plains with high grass and bushes 0.067 22.24 Mountain ravines; fully ingrown small artificial channels; flat flood Plains crossed by deep ditches (flow flow) 0.080 18.62 Mountain creeks with w;,terfalls and steep ravines; very irregular flood plains; weedy and sluggish natural channels obstructed with trees 0.10 14.9 Very rough mountain creeks, swampy, heavily vegetated rivers With logs and driftwood on the bottom; flood plain forest with pools 0.133 11.2 Mudflows; very dense flood plain forests; watershed slopes 0.22 6.77 .i► rsra 48 a 5000 -3000 2000 ' I 4000 98 --- - - 3500 2500 30 II -1500 1000 m ° 900 V 800 700 y^ y 800 G �(i Spp 400 300 250 c 200 r i —150 I 12 -lou i I -b0 25 5 tt 5 t 0 t 6 20 26 0 901tom velocity, It/wt FIGURE 9.20 Recommended size of riprap fur erosion control (after Bureau of Reclamation).The riprap should be composed of a well graded mixtule, but most of the stones should be of the site indicated by the curve. Rimrap should b laced over a filter hl;+nkct or hed f M aVeI u i+ er I t tune, or more as thick as t Ir largest stone diarnet'j.CurvO showy minuuum sire stones necessary to resist movemcnl. I DEPARTMENT OF THE ARMY PORTLAND DISTRIt-T.CORPS OF ENGINEERS a �^ P O BOX 7946 PORTLAND. OREGON 97106 NPPEN-PL-4 4 October 1979 Mr. Dan Shelton Drinkwater Engineering 9205 SW Burnham Tigard, OR 97223 Dear Mr. Shelton: This letter is to confirm the information given to you by telephone on 1 October 1979 by Mr. Kenneth Soderlind of our Hydrology Section. A Fanno Creek 100-year flood is expected to crest at elevation 135.5 feet, mean sea level, USC & GS datum, 1947 adjustment, in the vicinity of Your property located about 50 feet downstream of the Fionita Road brir,fTe crossing in the city of Tigard. Since this elevation was com- Pute, for Tigard, Oregon Flood Insurance Study which we are presently preparing for the Federal Insurance Administration, the information must be considered preliminary and subject to adjustment until the study receives final approval. Lf you have any questions regard'_,ig this information, please call our Hydrology Section , telephone e21-6444, Sincerely, _ f PATRICK KEOUGH Chief, Planning Branch CF: Mr. Charles L. Steele, Reg. Div. Federal Insurance Administration 1321 Second Avenue Seattle, WA 98 '01 1 WASIim7w (1m'y, oTd:'.s2J IWAFa'F= CF PUBLIC WOM.; M: Wash i ton Cbunt UVE: 4 Y DE"P�rtment of Public harks Attn: JOhn F. C rOckett, Det, Diracto r Fel: SL�TECT: Flood Plain Water Surface Elevation Deten atm w crams: Zy� 15W Ck ! _ 17 z►p licant sigruture I -- - arJ. r� . Dom: I y G, ►�j �� 1 oda►, Dgmrt-Ir- lt. of Publl.. Wo2•k_- c. 7ECT: fileori Plan D'tu,-�iklt,ion, Eater ^,.u-£acn Elevation I DL-,-Jty Director of Public Works i �1 i ( r s I I i SOI.-3 NATK IN CO. (79-32 5:16/80) REM ***25 YR. STORM CRITERIA FROM WASHINGTON REM ***COUNTN' RAINFALL INTENSITY CURVES. RAI 0 3. 4 5 3. 4 0 2. 77 10 2. nS 14 2. 2 16 2. 05 N ,10 1. 70 24 1.. 6 20 1. 45 30 1. )1 40 1. 15 45 1. 00 & 60 0. 9 80 0. 77 120 0. 6 100 0. 6 PDA 0. 013 .10 4. 5 3 3 0.004 24 NEW LAT91 FGR i TTO 0. 41 0. 9 5 P.1V 170 151. 0 151. 0 0 STO 0. 13 _ 9 5 PIP 60 151 . 0 151.. 3 --. 3 0 0 GTO 0. 13 . 9 5 r'Ir 111. 61 .151. 3 1.51. 0 -. 3 142. 7 0 HOL 1 NEW LAT 90 ;TO 0. 2 . 9 5 PTP 120. 42 150 V36. 5 0 0 0 HGL 2 NEW L AT98 STO 1. 0 0. 9 5 PIP 20 160. 5 159. 2 0 0 0 PIP 111. 6 160. 5 156. 2 ---.3 0 0 I O t_ 3 NEW LAT97 GTO . 67 0. 9 5 PIr 114. 6 t56. 9 157. 5 0 0 0 GTO 0. 0;3 0. 9 5 P I r 00. 0 157. 5 1.56. S 3 0 0 ST Al. . 9 5 REC 2 REC 3 PIP 195. 6 t56. 5 ' 51 3 142. 7 12 STO . 51 . 9 5 RCC 1 PIP 2'; 151 151 - . 3 140 12 CND 9 a NATI(IN CO, (79 32 5/16/00) PAGE 1 LAT91. LINI' - 1. .-----SANITARY._....... _......._...._. _.STOI M....... ....... ......._. INFIL MISC AREA EQUIV ARRA SUM t.AX FLOW FLOW ACRES F•OPUL. ACRES C*A TIME CFS CFS ADDED TO THIS LINI; 0. 0 0 0. 4 0. 3 5. 0 0. 00 0. 00 SUMMAI.:Y 0. 0 0 0. 4 0. 3 5. 0 0. 00 0. 00 GIVEN - SANITARY FLOW 0. 00 GROUND UP .151. 00 STORM FLOW 1. 35 C!!'OUND DOWN 151. 00 TOTAL FLOW 1 . 25 MINIMUM DROP 0. 00 LENGTH - 170. 00 DESIGN DIAM IN INCHES 10. 00 COVER UP - 3. 59 INVERT UP 147. 30 COVER DOWN 4. 57 INVERT DOWN 146. 33 A'.✓Lr-;AGE 0EF''TH - 4. 99 SLOPE FT/FT 0. 00576470 ACTUAl DROP - 0. 00 ANALYSIS FLOW IF FULL_ 1. 66 SLOPE IF FULL - 0. 00 ADDITIONAL_ CAF'-.. 0. 4.1 FULL LOWER' [N 146. 74 VELOCITY FUI-!_. 3. 05 TIME IN LINK 0. 96 ACTUAL VFl 2. Q3 LINI( COST 0. 00 UMMARY - LATERAL LENGTH- 170. 00 LATERAL COST 0. 00 SYSTEM LENGTH = 170. 00 SYfi rEM COST 0. 00 i I C90 29� r,)o Tl!IN CO. '79 32 5/16/80) PAGE 2 * LAT9i LINK( - 2 -- ---SANITARY--- ---- ---STORM -- - INFIL MISE AREA EQUIV AREA SUM MAX FLOW FLOW ACRES POPIIL ACRES CSA TIME CFS CFS UPSTREAM 1-LOW 0. 0 0 0. 4 0. 3 5. 9 0.00 0. 00 -1DDCD TO THIS LINK 0. 0 0 0. 1 0. 1 5. 0 0.00 0. 00 SUMMARY 0. 0 0 0. 5 0. 4 5. 9 0. 00 0. 00 SANITARY FLOW - 0. 00 GROUND UP -• 151. 80 t3TORM FLOW 1. 55 GROUND DOWN = 151. 30 TOTAL FLOW - 1. 55 MINIMUM DROF = 0. 30 LENGTH 60. 00 DESIGN -- DIAM IN INCHES: 10. 00 COVER UP - 4. 87 INVERT UP 146. 02 COVER DOWN 4. 71 INVERT DOWN 145. 60 AVERAGE DEPTH - 5. 70 SLOPE FT/rT 0, 00F,66666 ACTUAL DROP 0. 30 ANALYSIS -- FLOW .FLOW IF FULL 1. 65 SLOPE IF rULI- 0. 00 ADDITIONAL CAP- 0., 10 FULL LOWED' IN 145. 71 VELOCITY FULL 3. 03 TIME IN LINK 0, 32 ACTUAL VEL 3. 09 L INI; COST 0. 00 SUMMARY - LATERAL LENGTIAi r :30. 00 LATERAL COST 0. 00 SYSTITh LENCT H 230. 00 SYSTEM COST - 0. 00 I 90 7-0 (&D NATI'IN CO. ( 79 ;321 5/16760 ) PAGE 3 " I._AT91 LINE: - 3 ---;SANITARY--.-- INFIL. MISC AREA EQUIV AREA SUM MAX FLOW FLOW ACRES POPUL ACRES CSA TIME CFS CFS UPSTREAM SLOW 0. 0 0 0. 5 0. 4 6. 2 0. 00 0. 00 ADDED TO THIS LINT' 0. 0 0 0. 1 0. 1 5. 0 0. 00 0. 130 SUMMAF,Y 0. 0 0 0. 6 0. 6 6. 21 0.00 0. 00 GIVEN - SANITARY FLOW - 0. 00 GROUND UP 151. 30 STORM FLOW 1. 88 GROUND DOWN 151 . 00 TOTAL FLOW 1. 88 MIN'LMUM DROP 0. 30 L ENGTH 111 . 61 DESIGN - C?IAM IN INCIIES= 10. 00 COVER UP 5. 01 INVERT UF' 145. 30 COVER DOWN - '. 39 INVERT DOWN 1.42. 70 AVERAGE DEPTH - 7. 11 SLOPE FT/FT - 0. 02401218 ACTUAL DROP 0. 30 ANALYSIS - FLOW IF FULL :: 3. 40 SLOPE IF FULL = 0. 07 ADDITIONAL CAP= 1. 51 FULL LOWER IN = 144. 55 VELOCITY FULL - 6. 24 TIME IN LINE; 0. 33 ACTUAL VEL - 5. /49 L.INI' COST 0. 00 UMMARY ..- LATERAL LENGTH :341. 61 LATERAL COST = 0. 00 SYSTEM LENGTI••I =. 34t. 61 SYSTEM COST 0. 00 I C2 (:7: NATF(IN CO. (79 32 5/16/00) FAGC 4 ** LAT 90 !. INF; 1 SANITARY- . _ --... ------.-STORM _......_ INFII_ MISC AREA EIUIV AREA SUM MAX FLOW FLOW ACRES POPUL ACRES C*A TIME CFS CFS ADDED TO THIS L INI( 0. 0 0 0. 4 0. 1 5. 0 0. 00 0. 00 SUMMARY 0. 0 0 0. 2 0. 1 5. 0 0. 00 0. 00 G I'JL:N SANITARY FLOW 0. 00 GROUND UP 15E3. 00 STORM FLOW 0. 6t GROUND DOWN 156. 50 TOTAL FLOW 0. 61 MINIMUM DR9P 0. 00 LENGTH 120. 42 DE51GN - DIAM :N INCHES*, !0. 00 COVER UP - 3. r,9 INVLRT UP 153. 50 COVER DOWN 3. 59 INVERT DOWN 1.52. 00 AVERAGE DEPTH - 4. 50 )1.-f}F'E FT/F'1' - 0. 0124G640 ACTUAL DROP 0. 00 ANALYSIS FLUW IF FULL 5 SLOPE IF FULL = 0. 00 ADDITIONAL CAP= 1. 03 FULL LOWER IN - 153. 40 VEI...Of.I'i Y FUI..I- _ 4. 69 TIME IN LINI'. - 0. 63 ACTUAL VEL 3. 16 L INI-; COST = 0. 00 SUMMARY - I...ATERAL LENGTH= 120. 42 LATERAL COST 0. 00 5Y;TEM LENGTH - 462. 03 SYSTEM COST 0. 00 NA TK IN CO. ( 79--32 5/16/60) PAGE 5 +' LAT90 LINK - 1 ._.._.SANITARY __ -------STORM---- INFIL MIrf: AREA EQUIV AREA SUM MAX FLOW FLOW ACRES FOrUL ACRES C*A TIME CFS CFS ADDED TO THIS L I`'I( 0. 0 0 1. 0 0. 9 5. 0 0.00 0. 00 SUMMARY 0. 0 0 1. 0 0. 9 5. 0 0. 00 0. 00 GIVEN -- SANITARY FLOW 0. 00 GROUND UP - 160. 50 STORM FLOW 3. 1 -1 GROUND DOWN T 159. 20 TOTAL. FLOW 3, 1� MINIMUM DROF, 0. 00 L_LNGTH 2Fj, 00 DC 93TGN - DIAM IN INCHES= 10, 00 COVER UP 3. 59 TNVERT UP 156. 00 COVER DOWN 3. 59 TNVERT DOWN - 154. 70 AVERAGE DFPT1l - 4. 50 5t OPE FT/F T = 0. 0464 7 ACTUAL DROP 0. 00 ONALYSIS - FLOW IF FULL 4. 73 SLOPE IF FULL - 0, 02 ADDITIONAL CAP 1. 61 FULL LOWER IN - 155. 43 VELOCITY FUI. 1_ 0. 67 TIME IN LINT( _ 0. 05 ACTUAL VE!. C, 01 LINT; COST 0. 00 'SUMMARY - LATERAL LENGTH 28. 00 LATERAL COST = 0. 00 SYSTEM LENGTH _ 497. 03 SYSTEM COST = 0. 00 I NATKIN CO. (79--32 5/16/80) rAGE 6 * LAT90 !- IN 1! 2 ----SiiNITARY- --- .----•---STORM.-----•--•-- INFIL MISC AREA EQUIV AREA SUM MAX FLOW FLOW ACRES POPUL ACRES C*A TIME: 17-1 CFS UPSTREAM FLOW 0. 0 0 1. 0 0. 9 5. 0 0.00 0. 00 SUMMARY 0. 0 0 1.. 0 0. 9 5. 0 0. 00 0. 00 GIVEN . SANITARY FLOW 0. 00 GROUND UP 160. 50 STORM FLOW 3. 10 GROUND DOWN = 156. 20 TOTAL I--LOW 3. 10 MINIMUM DROP 0. 30 LENGTH 111. 60 DESIGN •- DIAM IN INCNES 10. 00 COVER UP 5. 19 INVERT UP 154. 40 COVER DOWN 3. 59 INVERT DOWN 151 . 70 AVERAGE DEPTH - 5. 30 SLOPC FT/FT - 0. 02419.;! 4 ACTUAL_ DROP 0. 30 ANALYSIS FLOW IF FULL 3. 41 SLOPE IF FULL = 0. 02 ADDITIONAL CAP= 0. 30 FULL LOWER IN 15 . 16 VELOCITY FULL - 6. 26 TIME IN LINK 0. ?9 ACTUAL VEL 6. 33 LINK COST 0. 00 9)UMMARY . LAILRAL LENGTHN 139. 60 LATERAL COST - 0. 00 SYSTEM LENGTH 601.. 63 SYSTEM COST = 0. 00 NATVIN CO. ( 77 -32 5/16/80) PAGE 7 a' LAT97 LINK' 1 ..SANITARY-._._ - - - INFIL r1ISC Af;CA EQUIV AREA SUM MAX FLOW FLOW A C R C 7) por''JL ACRES C*A TIME CFS CFS ADDED TO THIS LINI( 0. 0 0 0. 6 C. 6 5. 0 0. 00 0. 00 SUMMARY 0. 0 0 0. 6 0. 6 5. 0 0. 00 0. 0(` GIVEN SANITARY FLOW 0. o:) GROUND UP 156,. 90 STORM FLOW 2. 05 GROUND DOWN 157. 50 TO'IAI_ FLOW x. 05 MINIMUM DROP - 0. 00 LENGTH 114. 60 DESIGN - DIAM IN TNI'IIFa-� 12. 00 COVER UP 3. 41 INVFRJ UP 152. 40 COV1 P DOWN 4. 57 INVERT DOWN - 151. 04 AVERAGE DEPTH 5,: 07 SLOPE FT/FT - 0. 0048726(} ACTUAL DROP - 0. 00 ANALYSIS .- FLOW IF FULL 49 SL_01''E IF RUL! _ 0. 00 ADDITIONAL CAP== 0. 44 FULL LOWER IN - 152'. 02 VEl-OCTTY FULL - 3. 17 TIME IN LINK( 0. 61 ACTUAL VEL 3. 11 LINI; COST 0. 00 SUMMARY -- LATERAL LENGTH" it4. 60 LATERAL COST 0. 00 SYSTEM LENGTH W 716. ,23 SYSTEM COST 0. 00 .. �r r �. ,.,�,,��•�, ... .'.q•' ..rte,,..u..;�1•rt,.,yor.,,�... . i I e ll�-r............... NA TK::[N CO. (79-32 57167£10) PAGE B I * LAT97 LINK( I - -- --SANITARY---- ---___-.STORM- _._..._._. ...__ INF IL MISE Ak I.A EQUIV AREA SUM MAX FLOW FLOW ACRES POPUL ACRES C*A TIMI= CFS CFS UPSTREAM FLOW 0. 0 0 0. 6 0. 6 5. 6 0. 00 0. 00 ADDED TO THIS LINK 0..0 0 0. 0 0. 0 5. 0 0.00 0.00 SUMMARY 0. 0 0 0. 7 0. 6 5. 6 0. 00 0. 00 GIVEN SANITARY F I_OW 0. 00 GROUND UP 157. 50 STORM FLOW x. 06 GROUND DOWN 156. 50 TOTAL r-LOW ^. 06 MINTMUM DROP 0. 30 LENGTH 00. 00 DE5IGN -- DIA) IN INCII1"57- 12. 00 COVER OF '* 4. 07 INVERT UF' 151. 54 COVER DOWN a 4. -29 TNVERT DOWN 7151. 12, AVERAGE DEPTH = 5. 66 SL nPF- FT/FT - 0. 00l:,2f,000 ACTUAL DROP ••• 0. 30 ANOLYSIS - FLOW IF FULL :'. so SLOI"'E IF FULL - 0. 00 ADDITIONAL CAFE 0. 52 FULL LOWED: IN - 151. 17 UF_I_OCITY FULL - 3. '29 TIME IN LINK: 0. 41 oCTUAL VEL - 3. 20 LINK COST - 0. 00 !')UMMARY -- LATERAL LENGTH= 194. 60 LATERAL COST 0. 00 SYF7 FM LENGTH 796. 23 SYSTEM COST - 0. 00 td �TI:TN Cl]. (79-•'2 S/16/80) FACE 9 L_AT97 LINT' 3 ..--E;ANI'TARY-.-.. ..- INFIL MISC AREA [QUIV AREA SUM MAX FLOW FLOW ACRE; POP'UL ACRES C*A TIME CFS CFS UPSTREAM F- LOI 0. 0 0 0. 7 0. 3 6.0 0.00 0. 00 LAT 90 0. 0 0 0. 2 0. 1. 5. 6 0. 00 0. 00 L ATI?B 0.0 0 1.0 0. 9 S. 3 0. 00 0. 00 ADDED rO THIS L IN1.1 0. 0 0 c. . 4 0. 3 5. 0 0. 00 0. 00 SLIMMAF; 0. 0 0 7 2. 0 6. 0 0. 00 0. 00 GIVEN SANITARY FLOW - 0. 00 GROUND UF, 156. 50 STORM FLOW 6.67 GR:1014P DOWN 2 151.00 TOTAL. FLOW 6. 67 MINIMUM DROP 0. 30 LE.N(yTl-I 195. 60 DCC;TGN . D1AM IN INCHES-! 12. 00 COVFR UP 4. 59 INVERT UP 1.50. 02 COVER DOWN 7. 21 INVERT GOWN t42. 70 AVERAGE DEPTH s 6. 90 SLOPE FT/FT 0. 04152147 ACTUAL DROP- 0 30 ANALYSIS - FLOW IF FULL 7. 27 SL9!"'E 1F FUL.. 0. 03 ADDITIONAL CAF'-: 0. 60 FUL.. LOWER IN 143. 90 VELOCITY FULL. 9. 26 TIME IN LINE( 0. 34 ACTUAL VEL 9. ;3G LINK' COST 0. 00 SUMMARY -- LATERAL LENGTH- 390. 20 LATr. RAI. COST s. 0.00 SYSTEM LENGTI-1 991. 03 SYSTEM COST - 0. 00 N0TI(:FN CO. (75 - 32 5/16/80) PAGE .10 L.AT97 LINF; -- 4 __.SANITARY ______._STOF'M .. __.._.._._._ INFIL MISC AREA EQUIV AREA SUM MAX FLOW FLOW ACRES POPUI_ ACRES CAA TIME CFS CFS UI'' TREAM FL CSW 0. 0 0 2. 3 2. 0 6. 3 0. 00 0. 00 L AT91 0. 0 0 0. 6 0. 6 6. 6 0. 00 0. 00 ADDED rO THIS I_I ll( 0. 0 0 0. 5 0. 4 5.0 0.00 0.00 SUMMARY 0. 0 0 3. 5 3. 1 6. 6 0. 00 0. 00 ,IVEN SANITARY FLOW 0. 00 GROUND UF' 151. 00 STORM FLOW 9. 65 GROUND DOWN 151. 00 101AL FLOW 9. 65 MINIMUM DR01--' 0. 30 I ENGTH :7. 00 DE5ICN •- DIAM IN INCHES 12. 00 COVER UP 7. 51 INVERT UP 142. 140 COVER DOWN 9. 91 TNVCRT DOWN 140. 00 AVERAGE DCF'TH 9. 80 S'-OC-E FT/FT 0. 080080eG ACTUAL DROF 0. 30 ANALYSIS -- f L-OW IF FULL .0. 65, SLOPE IF FULL 0. 07 ADDTTIONAL CAF'-" 0. 99 FULL LOWER IN 140. 42 VLI_QC.:ITY FULL - 13. 56 TIMI._ IN LINT( 0. 03 ACTUAL. VEL 13. 617 LINE COST 0. 00 ';UMMARY -- LATCRAI_ LENGTH- 417. 20 LATERAL COST 0. 00 SYSTEM LENGTI--I - 1010. 83 SYSTEM COST - 0. 00 IN46E -------------- JOU NTKIN CO. t79--32 /2p/E30) REIT ***100 YR. STORM CRITERIA FROM EAST WASI.IINGTON REM ***COUNTY INTENSITY DURATION CURVES. RAI 0 4 10 4 17 3 20 2. 5 25 20 40 1. 6 60 1.3 8% 00 1. 0 100 . 0 120 . 75 1.40 . 6 160 . SS 180 . 55 rDA 0. 015 36 5 4 3 0. 604 96 r 0R 1 NEW CREEK GTO 1209 . 4 970 1.33. 9 11600 0 PIP 44 146 1116 133. 9 132. 26 96 DIT 270 132. 217 130. 94 0. 04 5. 4 14 5. 4 RCM ***FLOW FROM Pr-,,03r-CT SITE FL.O 9. 65 DI1 440 130. 94 129. 50 0. 04 5. 4 14 5. 4 P1 73. 30 1 !:)J 155 129. 50 120. 73 0 END OjOul V P! f Ii IN CO. r 79 ..32 5/20180) PAGE 1 ..w. CRI:_CK LINT' i INFIL MIG(: ARLA EQUIV AREA SUM MAX FLOW FLOW ACRES POPU(_ ACRES C*A TIME CFS CFS ADDED TO TP'I: , LINI( 0. 0 0 1209. 0 483. 6 70. 2 0. 00 0. 00 SUMMARY 0. 0 0 1209. 0 483. 6 70. 2 0. 00 0. 00 CIVLN -- SANITARY FLOW 0. 00 GROUND Ur' 146.00 STORM FLOW 554. : 0 GROUND DOWN 146. 00 TOTAL FLOW 554. :0 MINIMUM DRJP 0. 00 LENGTH 44. 00 OLSIGN . DIAM IN INCHES 96. 00 COVER OF 3. 43 INVERT UP 133. 90 COVER DOWN 5. 07 INVERI DOWN 132. 26 AVcRAGE DEr'TIA - 12. 92 SLOPE F1/FT � 0. 03727272 ACTUAL DROP 0. 00 ANALYSIS - FLOW IF FULL 1530. 19 SLOPE IF" FULL 0. 00 ADDITIONAL CAP- 975. 09 FULL LOWER IN - 133. 60 VELOCITY FULL - 30. 44 TIME IN LINE; 0. 03 ACTUAL VEL - 23. 77 LINK COST - 0. 00 s0.1mmoRY LATERAL LENGTH-! 44. 00 LATERAL COST 0. 00 53ysv l_M LENGTH 44. 00 SYSTEM COST 0. 00 C R E E K --,DITCH SHAF1 --SLOPE-- INVERT SURFACE SURF. FLOW- LONG LEFT CTR RIGHT -FT/FT--- --UP/DN-- -tJP/DN- DEPTH WIDTH -CFS-- -VEL- 270 5. 4 14. 0 5. 4 0. 00500 132.29 135. 44 3. 1 41. 0 554. 0 23.7 130.94 134. 09 0., 00309 130.94 134. 49 3. 5 52. 3 563. 7 23. 7 1.9. 58 133. 113 NTk IN CJ. (79•-32 5/20/80) PAGE 2 +� CREEP( LINK -- 4 ....--..SANITARY------- __.._..._......SrOr:M _._..__.._.._. INFIL MTSC AREA EPUIV AREA SUM MAX FLOW FLOW ACRES POPUI_ ACRES C*A TIME CFS CFS UPSTREAM FLOW 0. 0 0 109. 0 433. 6 70. 2 0. 00 0. 00 ADDED TO THIS LINT; 0. 0 0 0. 0 0. 0 0.0 0.00 9. 65 SUMMARY 0.0 0 1209. 0 403, 6 70. 2 0. 00 9. 65 GIVLN SANITARY rLCW - 0. 00 GROUND UP = 155. 00 `GlORM FI_(]W 554. 07 GROUNJ DOWN 155. 00 TOTAL FLOW X63. 72 MINIMUM DROP 0. 00 LENGTH 73. 35 DEI:,IGN - DIAM Ii! INCHES Qllf. 00 COVER UP = t7. 53 INVERT 'jf'' 1.'.•'_9. 58 COVER DOWN 18. 68 INVERT DOWN -)S. 04128. •73 AVERAGE DEPTH SLOPE FT/FT - U, 01 .,50353 ACTUAL DROP 2. 68 ANALYSIS FLOW IF FULL 597. 40 SLOPE IF FULL 0. 01 ADDITIONAL CAP-= 33. 75 FULL I.OWLR IN - 1718. 82 VELOCITY FULL t5. 52 TIME IN LINK 0. 07 ACTUAL VEL 15. 85 LINK COST - 0. 00 UMMARY - LATERAL LENGTF•1-• 827. 38 1. ATERAL COST - 0.00 SYG)TEM LENGTH 1327. 38 SYST['M COST 0. 00 i 1 I I '',TER ENGINEERING, INC. LEUM-e9 001 'TRUSETT L 5 '•;0Ut11we5t HUrnh,arn i,;;F'D, ORECON 91223 oAie _ `^Toe No. ... ATTEN TION---- �I RE TO r-- t GENTLEMEN: WE ARE SENDING YOU [7 Attached f-1 Under separate cover via___ _-the following items: ❑ Shop drawings Cl Prints (-,,J Flans l-i Samples G Specifications ❑ Copy of letter Ll Change order ❑— -- COPIES DMf NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: f 1 For approval ❑ Approved as submitted f 1 Resubmit copies for approval [.1 For your use [ l Approved as noted � 1 Submit------..copies for distribution Ll As requested ❑ Returned for corrections I J Return----corrected prints O For revie , and comment ❑ --- ( I FOR BIDS DUE 19 I 1 PRINTS RETURNED AFTER LOAN TO US REMARKS — COPY TO SIGNED: FORM 240 3 AnOmble homfl—um—) morm w... 01450 If enclosures ere not ss noted, kindly notify us of once. STAFF PEPORT FICC-iL SITE DESIGN REVIEW TIGARD PLANNING DEPARTMENT NAY May 15, 1980 Tigard City Hall tVATKIPa g '' 'Of', Awe 12.420 SW Main Street Z Tigard, Oregon 97223 DOCKET: SITE DESIGN REVIEW, SDR 6-80 (Natkin & Co. Office/Warehouse) APPLICANT: Roy A. Eldridge OWNER: SAME, NATKIN & COMPANY 14830 SW 72nd Tigard, Oregon 97223 REQUEST: Site Plan and Design Review for Natkin and Company office/warehouse buildings. LOCATION: 14830 SW 72nd (Wash. Co. 2S1 12A, Tax Lot 1902) SI'Z'E DESIGNATION: M-3 "Light Industrial" PARKING REQUIREMENTS: One (1) space for each 1,000 square foot of gross floor area: Number Required 25 Nunber Proposed = 50 PREVIOUS ACTION: Applicant's previous request for Site Plan and Design Review in regards to a parking lot serving the on-site facilities was approved subject to conditions June 12, 1979 (SDR 20-79) . Applicant applied for a side yard setback requirement of twenty (20) feet to ten (10) feet and was approved by I-le Planning Commission on April 15, 1980 (V 3-80) . SITE PLAN AND DESIGN REVIEW: 1. The site is zoned M-3 and (lesignate-1 "Light Industrial" on the NPO #5 Plan. 2. Applicant is proposing to develop the site in phases; Phase I including const motion of a pipe f:ib./sheet metal shop and Phase II involving an office building. 3. Portions of the site fall within the designated one-hundred-year floodplain. (It is noted that the applicant failed to obtain a Grading and/or Special Use Permit (sensitive Lands Permit) to cut and fill in the one-hundred-year flo-11 plain.) Revised Site Grading Plans should be submitted/apprc)ved by Public Works Director prior to issuance of Building Permits. i STAI7 F REPORT SITE DESIGN REVIET,'/SDR 6-80 TIGARD PLANNING DEPARTMENT May 15, 1980 Page 2 4. Building and parking shown as conceptual only in Phase II, the exact shape and configuration to be submitted at a later stage. 5. It is anticipated that a Local Improvement District (L.I.D.) will be formed for the improvement of 72nd Avenue. Applicant has been conditioned to sign the L.I.D. Petition (Reference Variance, V 3-80) . STAFF RECOMMENDATION Staff recommends &,-proval_ subject to the following conditions. 1. A signed acknowledgement of conditions placed upon applicant in reference to Variance, V 3-80 be filed with the City. 1.. A signed Local Improvement District Petition be filed with the City relative to 72nd Avenue improvements. 3. Detailed Grading Plans be submitted to the Public Works Director prior to issuance of Building Permits. 4. A meets and bounds legal description be prepared for all lands within the one-hundred-ye floodplain. This land to be dedicated to the City as Open Space/Greenway. Dedication to be made prior to issuance of. Occupancy Permits. 5. Phase II shall be submitted for Site Design Review prior to the issuance of Building Permits for work in Phase II. 6. Erosion control planting program be carried out on the steep earth banks along floodplain. This work shall be inspected and apprmvcd by thc. P,:bli,, Works Director. Planting to be in place prior to issuance of Occupancy Permits. 7. Applicant to submit Sign Permit Application for all signs on their property. B. All conditions placed on the approval of Variance, V 3-80 shall he satisfied. Planning Director NOTA- This acknowledgement must be signed and returned to the City of Tigard, Flanni.ng Department. Failure to return this acknowledgement will result in no further action on this project with regards to issuance of Building Permits or engineering approval. idfgn at ure Da to C17YOF TIFAP WASHINGTON COUNTY,OREGON April la, 1980 Mr. R. G. Olson OLSON ARGO ARCHITECTS 3689 SW Carman Drive Lake Oswego, Oregon 97034 I REFERENCE.: VARIANCE, V 3-80 ear Mr. Olson: Please be advised that the Tigard Planning Lbmmissinn at their regular meeting ` of April 15, 1980, apprcmed your request for a Variance from the side yard II setback requirement of twenty feet in a "Light Industrial" (M-3) Zone to ten feet. This approval is subject to the following conditions: 1. Fire hydrants will be required within 250 feet of all portions of all buildings. Hydrants shall be readily available to fire engines. 2. All. lands within the one hundred year floodplain shall be dedicated to the Ci.ty. 3. Development shall be subject to Site Deaign Review. A revised grading plan shall Le submitted to and approved by the Public works Director prior to Site Design Review. 4. Natkin and Company shall sign the L.T..D. petit-ion for the improvement of 72nd Avenue. Improvements to the 72nd Avenue right-of-way may be made during the constrniction period of this L.I.D. If the L.I.D. should not .- be ot ._be formed, it is understood that Natkin and Company will. make -€ul-T-collector strep* imnrn�mrnontr to the approval of the Public Works Director prior to the issuance of Occupancy Permits. 5. No Occupancy Permits shall be issued until all conditions placed upon this development by the City of Tigard have been satisfied and inspections; v--rifying this have been carried out by the appropriate department. 6. No minor land partitions shall be made in reference to this project unless formal application is made to the City of Tigard Planning Department and tte minor land partition is approved and recorded. --- 12420 S.W. MAIN P.O. BOX 23397 TIGARD, OREGON 97223 PH: 639-4171 V 3-80 Page 2 7. No changes will. be made to approved plans or specifications unless formal application is made to the appropriate City department and changes are approved by that department. Application for changes will be made in writing and shall include applicable drawings. S. Grading plans and construction plans on all public right-of-ways shall be submitted and approved by the Public Works Director prior, to commencement of work. 9. Public water service and sanitary service shall be installed to this site prior to the issuance of a Building Permit. 10. All existing or proposed utilAties shall be placid underground. Street lighting installations shall. bo epproved by the Public Works Director. 11. Improvements may be bonded prior to issuance of Building Permits. If, at the expiratio;: of one year from the date of appr)val of the Variance, construction of the structure or initiation of the use giving rise to the need for the variance has not begun, the rights given by the variance approval shall terminate without further action by the City, the Planning commission, or the City council. If we can be of any fiirther assistance, please do not hesitate to contact this office at 639-4171. Action of the Planning Commission is final unless notification of appeal to the City Council is filed with the City Recorder within twenty (20) days of the Planning Director's action. You tri , ie o Pla>r4y"g Director AHvmc NOTE: This acknowledgement must be signed and returned to the City of Tigard, Planning Department. Fai.l-r,p to return this acknowledgement will result in no further action on this project with r?gards to issuance of Building Permits or engineering approval. Signature (applicant) Date �S. gnatur '�` `lkle �i7f�/�('��� owner ^Date --' WUSITIVE LANDS PERMIT ;'ln REQUEST APPLICATION FILE #_- FEE RECD. — Tigard Planning Coiamission 639-4171 RECEIPT _ - -�-- L2420 S .W. Main St . , Tigard, Oregon 97223 DATE RE,- ' ,:: BY___ Z PLEASE PRINT IN INK OR TYPE Action Requested Applicant ' s Name —_ Natkin E Comnanv - New Faci_l-i Phone 620-415 0 Applicant' s Address 14930 S.W. 72nd''' Tigard Oregon 37123 (Street) -- — (C---T--) (StotaY (Zip Owner ' s Na 61, Natk i n & Company \ Phone 620-4150 Owner' s ��dress 114830 S.W. 72nd Tigard —0 egon 972223 t a te Ct -__`___ �_ P Applicc ci* is: Owner �` Contract Purchased D veloper Agent Other_. __-- Owner Recogr 'on of _Application: Roy A. Eldridge signature of o,me �s—) --- --- erson responsible for application Ralph G, Olson /Olson _ArcLo Architects AIA _ 36239 S, w. Carman Drive Lake Oswego, Oregon 97034 (Street) (C.Ity) (State) (Zip) — gistered Engineer ' s Name Richard L. Drinkwater Phone 639-1155 istered Engineer ' s Office R. L. Drinkwater Phone _— — istered Engineer ' s Address 9205 S.W. Burnham Street Tiaard Oregon 97223— (Street)— (City) (S--tate) i 1 IIZ'I"i INVOLVED: Tax Ma 2 V - acz� E 51 12A- —� Tax Lot (s) 1902 _ss Area 4.4204 �G -- _ (ac re s) — ------ i_ng Buildings ( # and type ) Concrete_ blockarae and residence converted to use ce4 These buildings to be removed_. it Zoning - M 3 _ _ — Current Use M 3 ~— i A licat ' — ed 'oning-N 3 _PD -- prons posed Use Office - light industrial OVE R - lanlsa aaMl1 ■■■ aIF P Romp �p ■ na qa ■ all MEIN a a pan■ M 11a a p11 q 1■!iismp■ ■ ap •;�N 1A ,: =f�� ;it- ''- 11111! ■■ p Mpapl l a nn ■■ Mpii � a I.IIa � aq1INnap ■ p app M p■ pM pp MaSilla ■ ■ n■M■ �MM ►,� hgap�Maaailnpll M IIa1'� I I ■■ ■ a aM . na all nn � � Ma I nI M ■■span mApaa �+sap al� an0■naa MMpp a ■■aa■■■■ p na all I ' _ .. .. a■M■ � aM . ► . 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C-,. -- :�3� --- 530 A'1A Te le 1 100- SCALE l = /0 ' HORZ __- 0 VERT2.7 4" A.B.s.$.P• SECTION A rSCI�+ ��_?�c � � -- � = O t 00 0 +20 U + 40 O f60 0 +80 14-00 / f 2 0 / # 40 � � G� C� - - Q InX11. 111 �^ _ _. .-- 1 - (460 ---IACI - -- --- ago -' 1 ` 1��' - / .� .� ,,� .` /.�/ `J/f/�' >///r-.,�//_--,•iii • '�� __ 1 17 A) ,,��--�� ��(_' ------- r O ` /1 I- '� B - )�� 11� ' CL. SZ D o27 ., SHALLOW MANHOLE , -- �- - - -- - -- �l M� (o ,_ C AC _ _ - —�-- �•1 _.___.- -�_ 12"MAI(. � - Ems_ ^ - f_ 1�- - U�11 � `'SS's- e SECTION -- 8 ^ r AMANHOLE FRAME & COVER -_ - SET FRAME hN18H IN MOTAR - ff O ;20 Of40 O +60 Of80 /f00 / f20 1440 ( �, 4 - �11, GROUT---- 4" CONCRETE EXTENSION I I - MAKE SURFACE OF Z y !1�� ` / //// - �� __ PING \ ` ` 1 a OA FILLET SMOUTIm \__��. FO M GROuvED IN- 11 / 1 VERT TO DIRECTiou � '\ 111.. 1111` ' ���♦ /�//� i...- ,A'� '•-�.,- 7 ` . r ' \ 11�� ♦ �! ( i . _ viii i�/�/ i/ _—,.. .. 'V Of FLOW _ RA -NEK JOINT 1 1 a J E�CTRU E-- --- ,G"- NMATERIAL OR DED CURB DETAIL Et�UA L I r 1 I 1 1 1 ST'D •4 A ° " I , Mfl RISERS � � 12"MAX. ♦ 11112 NOTE,: I/2"P. I'+'/f f SLO �. -- (. R CONCRETE EXTEN310M RING INSTALL AS REQUIRED TO •RING s„ to MANHOLE COVER 6 FRAME TO 06.1000 GRADE (MAX, 3RING). PVT SURFACE12" LAYER CQMPACTEO 7. _ •I,-- --� .._ '�" ' j ' ..� _, BOND WITH TWO COIWRNMBVT 0 -0 � � v �---- A---••----•' . ' I • •RAVEL( 3/4 -- 1/4 ) 2. INLETS/OUTLETS AS REO �TXPDXY ADHESIVE v i G'0" MIN. r SECTION - C - 3" TYPE 'C' AC � 0 +-00 0420 0 +40 0 +60 O +80 /f00 H2O 1 +40 2 2 0f 3/4"-O ROCK 2�-O ROCK STA NDARD MA NHO E NOTE: 4" ROCK SPECIFIED BY L ROY ELORIDGE. 2 (b �/ STANDARD MH m In '��/ FRAME 6 COVER - - - N -FINISH GRADE .- - -- _ AJ MIT�� N MORTAR \ \ ----GROUT STEPS 1 MAX 1, LAJ '�/!.•,�� , � `� ---- 4"CONCRETE EXTENSION _ PIING 1N0TALl AS REQUIRED t• • --� " TO eRIN• MH. COVER a • ,�! . FRAME TO DESIGN ORAD[ �.► -� ' (own 3 flap ) ECCENTRIC r � 1 MN TOP- -- b -If -• ) IIIS • 1 r � 1$ MIN . I RAM -NIX JOINT • MATERIAL OR 110UAL -- - 48" Stan • - - SECTION - W -- D I AT'D 4•" - 8 Of0O Of20 O f40 0 +60 D�90 I♦00 / �20 1+40 Into R►•ER -COMPACTED •RANULAR ,i T �-p p DACKF1 L L �0 T DRIN W TER ENGINEERING, INC. i 9,-0') 5W Hurnharr. tit � �- r n fu;nRl OREGON 9742:3 ' • I' MAX ODllr o �p�p 7/NOISTURSED 01 ETS OU'TLr T9 AS REQUIRED, " INV TO I V a o O O •4i EARTH ! INEN SEWER ENTERS AWYE �..�-. �N' (503) 639-1155 - •OTTOM Of MN FORM A (, tw►+' -• �" oo u� o tiyrr , FILLET OF GROUT OR CONC Iff SLOIE _-� ., p •o/ AS INDICATED. \ a ' , �► r -- MAKE SURFACE SMOOTH • FORM GROOVED INVERT TO OIREG/ION of FLOW CLIENT: ROY ELDRIDGE, NATKIN & COMPANY HEET - r 1/ 14830 S. W. 72nd AVENUE NO 2 to _ = w '� =. . ".;�.`,;-I _ PORTLAND, OREGON 97223 TOTAL -- - • o o . a // 0 0 �+ j p - It LAY[R COMPJICTEO PHONE : 620-4150 r11l=ETS GRAVEL (3/4".- 1/4") s'-O"'- MIN - - - - - - - -- - - ---- -- -- to I go 1 NO Q4TE BY REVISION APPROVED JOB 79 32 W.. .. ...- - ,. 7i-11 ( I I I I ! I I I I I I IIIIiII llllfli 1111111 IIIIIIIIIII�II1 NOTE: I F TH IS M ICROF I LMED I 3 4 5 6 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTIGIi;- IT IS DUE TO THE QUALITY OF T`# ORIGINAL ' DRAWING' OF 6Z 8Z a 92 SZ 111,2 EZ 22 12 OZ 61 131 L1 91 61 1►1 CI 21 11 01 6 9 L 9 fS-- - IP c Z 1318.." • - 11111. '�11111UIIIIIIIInuIn111nIIIIIIfjl111111111111111111111uIluuluulnlllllUlli111flllllllll111111I1111111I1111111111111i11111I111111NI�If�lillllllll11111111�IIIIIIIIIIIIIIIIIIIIIu)III�O11111111iu111luI1u111111111ll1HWnullullilulllllLllnlnnl1n1111U1111, Vow MARCH 30 1992 DEPART`SENT OF ENVIRONMENTAL QUALI':Y , WATER QUALITY DIVISION STANDARD ?ROVISIONS for APPROVAL OF CCNS RUC':IOA' pRW CTS involving SANITARY S–LWERS 1. NDHERENCE TO PLANS/PLAN APPROVAL Construction of the proposed sewers shall be L.i strict conformance to ;a_d approved plans and specifications. No changes or deviations shall be made without the prior written approval of the Department of Environmental Quality, 2. INSPECTION AND CERTIFICATION (See reverse side) The construction of said sewers shall be under the supervision of and shall be thoroughly inspected by the design engineer or his authorized representative who at the completion of the project shall certify in writing to the Department that such construction was J.nspected by him and found to comply with the above requirements. 3. TESTING Unless specifically approved otherwise, all sewer lines shall pass an approved exfi.ltration test using either air or water prior to construction completion. 4 . WATER/SEWER SEPARATION All water and sewer lines shall be relatively separated. At cros- sings, water lines shall be .it least 18 inches above sewer lines or cast iron pipe with water-tight joints shall be used :or the sewer line 9 feet each side of the water lines. Parallel water and sewer lines shall be separated 10 feet with the water line at .least 18 inches above the sewer line, or .cast izor pipe with water-tight joints shall be used in each case, 5. BUILDING rEWERS Constriction of the house c— building sewers which are to ba connected to said sewers shall be of the same quality and meet the same requirements wi `h regard co materials, watertightness and location and shall conform to the state and local plumb?.nq codes and restrictions. 6. INFLOW No roof, surface, foundation, footing, or other groundwater dzain lines shall be 7onnected to said sewer system. 5. 30, 79 WQD t INSPECTION AND CERTIFICATION Department of Environmental Quality P.O. Box 1760 Portland, OR 97207 Attention: Water Quality Division - Source Control Section Sewerage Works Construction Unit Gentlemen: Project Name Project location I was the design engineer on the above-referenced project and I or my authorized representative did inspect the construction and found it to comply with the plans and specifications as approved by the Depart- ment of Environmental Quality. Supplemental inspections were made by: Ver-1 tr•.iiy yours , Design Engineer's Signature - Date cc:* " Send copy to appropriate sewer system owner. FL 129.73 6 X 5 ARC CAST 1N w �, PLACE CONCRETE PIPE WITH A WING WALLS 8 -/ PHASE j2�.5 _ CONSTRUCTION PLANS FOR ROAD, WATER, STORMTj --_---_ _---- AND SANITARY FOR NATKIN a CO. SITE LOCATED _ SIN gON!TA \ W t' - PROJECT SITE IN THE N.E. 1/4, SECTION 12, T 2S , R I W, M. I IE 41) � N D WASHINGTON COUNTY, OR � � � �\ ►a I it I sw DURHAM EXTRUDED rlr•?8 I ' I 1 1 ; TL 1901 \ \ FLOOD PLAIN AREA ELEV. +36.0 FT AS DEFINED BY WASH CO. I VICINITY MA P PI!BLIC WORKS fel CORPS OF ENGINEERS �' - (NO SCALE) I Imo"►- _- � -- \ STORM SEWER ALIGNMENT NOTE : I - ALL CONSTRUCTION SHALL CONFORM TO THE c,Fjt "'_ b7El 14394, 377 091. TL 2101 Ise 9 CITY OF TIGA RD CONSTRUCTION STANDARDS IS 091 N 40 10 57. 8 t 170. 000 5682. 677 14394. 919 092 APPROPRIATE BUILDING CODE STANDARDS. oy�. N 89 49 02. 2 i1 60. 000 568:1. 868 .14334. 919 093 \ { 093 S 3? 43 1''_ 0 w 111 . 608' 5594. S85 14266. 637 082 2 - CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITIES BEFORE COMMENCING CONSTRUCTION. \ 5331. 841 14023. 940 097 097 N 37 36 09. 3 E 114. 602 5 A 22. 6:35 1409:4. 968 095 095 5 89 49 02. 2 E 89. 000 5•f22. 38th 14173. 867 073 1� PHASE 073 N 28 18 43. 6 E 195. 604 S594. 58.5 142A6. 637 082 PROPOSED METAL BUILDING --7' � �/ ` �\ S436. 02*7 14294. 6321 098 V9 ® r)9Ss S 00 10 57. 8 W 29. 000 5408. 027 14284. 542 0194 TL 1900 094 N 82 :36 30. 8 W 111.. 60' 5H22. :i80 14173. 86' 073 _1 PIPE FAB. SHOP N \ r (BY OTHERS) \ \ { FIN. FL. ELEV. 158.5 ,' �\�L \ � 5301 . 961 141 73. 964 090 ZJ TOP i' / \•� \ ^� A5. 4 s a r -7- / OF BANK \ �t w, I 090 N 00 0.. W t 0. . iy .,4.:..... 380 1. +.1 : 3. 86. 073 1 METER TO BE \ SIZED BY OTHER - WOST, Iso \ `'� ` SANITARY SEWER ALIGNMENT o --- SERVICE LICE ` c 1 4 4 2 3_ •4 3 1. 007 _ ! / \ \\ X19 , S 411 0.3 49. .E W :' 9. Z4'�27. 501 0£r / \ \ }£? 5 4t3 (13i�q 4 W 99. 0<< '. :: _ <,,, 14153. ?04 001 � ` h _ cc EXTRUDED CURB44j /1p - ./ r \ I S YMBOLS RIP RAP _.\ ST = STORM SEWER lv id - IJt OUTFALL SA SANITARY SEWER Q _� �, � t -'` RETAINfNG WALL / \, �\ CN-v) �COORDINATE POSITION No Cri BY OT ERS - ca - MANHOLE (FIELD SET) \ \ 0 - CATCH BASIN S= 0.02 n'rl - \ \ -�+ - GATE VALVE 7 i / 151 \ � \ - - PLUG i _ � � N �-..- - FUTURE OFFICE BY OTHERS � `� � � I THRUST BLOCK� - - FIRE HYDRANT WATER METER EXISTING EXISTING I PROPOSED METAL BUILDING GARAGE r Z000 APPR VE® I FOR C - -----___- - -- SHEET METAL SHOP .� I I CIS' O O1�STRLICTION Z ------ � T I G A I�D M 08Y OTHERS) PHASE .lI' ' - ' ► -.�- ` ° �� SRM r# i i - , SCALE 1 %e30' PHASE I� 1 , �' i , CA 10' FIN. FL. E.LEV. 152.5 ,T �► �E METER rO BE ,,� AT 7 -v SIZED BY OTHERS r EX/ST METER 30' L ttl', •, 1545 -- ` /� -rte t _ Isz ►r-r --ia i - I I.✓ "Ch-AT 91 ISI$ .�-1' 1 x t-(SPY ILE .wopy . T.ST ALL SPACES ------------ 4UST 6 ENDO SED INSTALL 50 fT OF /E''� _ INSTALL 40 FT OF 12 ,2'4'_ PRIr)(7 l-O APHP JAL 0.- THEsal CL !II TQG (FIELD SET) _ .. ---� -� _ '-.� Ill TQG(FIELD SEI" �-- r � " = PLANS ♦- _._ . ---._., � _ - `- TOP 151.82 _. \ TOP 14 4. FL 132.29 pr�r;r, r?ec�r. DRINKWATER ENGINEERING, INC. M - _ a ---_ �t n _�_ -- 01 '►, FI. 140.98 dY-_ SSW E3url�ham St I CLEAN EXISrfhf � O rn a0 0/rcm (D /ayx W . CLEAN EXISTINGf ___ .. - - FL 144.61 co \ ---- .--- DA920 � � � D'-PT, � �, TIG OREGON 97223 .r ARD _ � - rJ - -- __.. v � tp cD OrrcH - � - � �' H S4 ,_. o _ � ©urlo DF:p .. •� oa• y� ��; (503) 639.1155 E EMENr1w.r BUILDING r, ro t♦ > EDGE A4V �it SERVICESFUNE 145.0 COUNTY M,•,� � yl! �- ��+ S W 72 n d AVE .. _ :Si Y TOR DATE EDGE. PAVEMENT -� l 2 W _ _ - - - � , -.. - __ _... � -_ - - � _._. _- -. - � Tlc� r�� WATL'Fi DIST. b _ -- -_ - -- - -- -- -- - - - -- - --- -• _ - GENERAL rE DATE _.�� 1 R LDRIDGE NATKIN a COMPANY SHEET • _ _ _.,_ . _..._ _- - - - - o -••� LEPHON --- LENT ROY E , N 0 - ---- - 8 SA- DA® T - --- - - -- ------ ---- _. - - ----- - ---- ----- - - - ------ ---- � T 14830 S W. 72 nd. AVE. r -TOP 165.74 TOP 154.7 EXISTING 96 /' �� DIA. "� FL 133,90 N. W. NATURALGA� S oY_ r PORTLAND, OREGON 97223 -rorAl 4 F1 160.95 ( ` � FL 151.4 AL. PIPE ` AT - PNONE : 620 4150 SHEETS p. G. E, _ EXISTING TAP !� 6 G.V. i ATLF ------ -- - F2. _-.- DATE - NC DATE By REVISION APPROVED JOEL 79-32 r i .r'� r y _, III�I111IIIIIIIIIIfIMI,.III'''I'11111)IIIIII'111IIIIIIIIIIIIIIII��III1 IIIIIIII�IIIIIII�III�II ,I1I IIIIIiIIIIII�II111111111111111jil11111IIIIll IIJill IIIIIIIIII111111III111111IIIIIII�IIIIIIiIIIi 1 NOTE: I F TH IS M ICROF I LMEU � --- I ?' 3 4 5 - 6 _ 7 8 8 10 11 -_ 2 DRAWING IS LESS CLEAR THAN THIS NOTIC&i- IT IS DUE TO THF QUALITY OF Irf ORIGINAL ---- ""DRAWING. OE 62 BZ LZ 8Z SZ 02 EZ ZZ 12 OZ 61 131 L1 91 SIII bI E1 21 11 01 6 9 L 9 S b E Z s f l �lllllllllllllll I � I � � I I - ,HIIIInIIUIIunIIUIIIHIInnlnulnl►�IIII11111111111111111111h !IIIInIInrlllll�lllll;�!II!!!!.; rl 111111111 IIII�IIIIIIIIIIIIII I °'If1►I ,r1111111 IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII�UII�Illl�llUlnulnn n1111nI�IIIIIIIllll1w1111IIIII�IIIIUllIIllIIIUIIIIIII111U1111► MARCH "0 1992 0 - - - 0 - __ I - _ _ __ ­ - -_ _____ --- .�.+ + 'tri « ,r Zed. '••i-• y. ` :t t,�, {.' 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MAXIMUM PERMISSIBLE � ' C � AT NATIVE �MJVIARY OF QUANTITIES MATERIALS _ _ -. -y Z-O" CRUSHED ROCK, CLEAN, CREEKE; �' ABOVE TOP OF PIPE I , DENSE , HARD AND COMPACTED. _ - C # ITEM UNIT NET �ALLOW GROSS IPL_ SIZE TRFN .,H WIDTH 6 „ 21 °„ i C Z 8l �,, S, -- fizz` &T M N 8 2' 0 �� -_-8R5 CI. -- -- �- - - . It_.-- - _ ---- 10 -- --2 2 I 3/4 I/4 ° _ rR 0 UL. L IJ MZ _ _ r (� 0 "' 6D 12 2' 6" I SELECT GRANULAR MATERAL _— ;�u��.j� �',.,�y�C�c �Z CLC /S1SrZC- _____-_-__.__--__ --.-.__- _--.-_._ IN PIPE ZONE - 95% COMPACTION LL �sdl�+l�r�•G l SCALE I " /0 ' HORZ' /Z--- 'DL)CrLF- --- -- ---- �, � -- „ -------• --- ---- -- - --- -�' �=� ISN I l - /0 VERT _ -• 16 18 3• 4.. O PIPE -- - --- ---- --- --- ZONE c9 WAS SECTION - AA-% ` C•,�_ 21 3• 6.. e•• D/2 Q TOO O f 2O 0440 O>`6O 01,80 / 4-00 24 10 3�--10 � : •1 f40 4�� MIN. or D/4 � - ao ,C! 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I-e12"R 6„ a NOTE ' 112"R XI t"�//'t SLOPE • - 1• 4"CONCRETE EXTENSION RIMS INBTALL AS REOUIRiED TO BRING 6 � - i' - :' • .I MANHOLE COVER S FRAME TO did, DESIGN GRACE (MAX, 3 Rthe). � C r?. -- "' 12 LAYER CaNMCTED I PVT. SURFACE 7 '' ' v c v �� • J • •� a ,• 3/4-- >!. IMLETG/Ot1TLET9 AS RfQ ~-� EXPDXYNI ADHESIVE OMR��YE7VT GRAVf_L( 1/4-) ` i G•0", MIN. SECTION - C - 3�� TYPE C� AC 2" 314 '--0 .40CK 04-00 0f20 0440 0 +60 0 f80 If00 /t20 1 +40 i�� 8• 2"-0 ROCK i I I i S7;4 NDARD MANHOLE IYANDAIIIII) MH Q • FRAME • COVER ID in �--- FINIlH !RADE R FRAME WCL iN TMORTAR----- �` C.. -GROUT \. �� -.. I�' MAX - - -- -- •.. -- - 4"`CONCRETE 1INTtNMONold / I WO tOTALL AS RlQU1RED \ ' I » TO BRING MH. COVER 6 - t :T , F*AM!B TO 011 a1!'o`: lRADI. G (ril" 3 flags) IL _ ECCENTRIC i I * 1 1 ' IR MIN • . RAM- NEK 401*7 j �- _ • MATERIAL OR EOVAL \ �- -� RG" I � it-MAN I - mTEA •� __.. � I ' Eft• SECTION D �T 44" _ J , 5 e rH RISEN 0+00 Of20 0440 O +60 0+80 /+00 1 ,420 1#40 ! T -- NACKI L L RANO L AA DRI" R ENGINEERING, INC. • _ ... 3° KWATE < " • '1"' 3205 SW Burnham St 0 a �• YNOISTYRBEO I INLET-OUTLETS AS REOUIkED, •- �4 � ti OREGON 97223 `' If MAX, � A • O fps � EARTH I! WHfN SEWER ENTERS ABOVE 0 (303) 639-1135 I , }NV TO I V. o o • BOTTOM OF MH FORM A L o �.`� y*_ FILLET Op TROUT JR CONC - • I�/} BLOIE ♦ ;, p p•o "� AS INOICATEU .a . .. _. . - ' M • •�Jt' ",` - MAKE SURFACE !MOOT" • j `,� • �• �• fOAi4 GROOVED INVERT CLIENT' Y• Rl TK P Y 'MEET y 1�/ To oIAEC11Or1 Of FLOWROY' ELD DGE_, NA IN L9 COM 4N 14830 S. W. 72 nd AVENUE No 4 1 Y e - , / = J t. _ _.".• r..,._!�_ ._ .�__-_- V_.- PORTLAND, OREGON 97223 TOTAL 2 h —f , /�; // �i " ' 0o' • # • ' ° j � ' • ' �• •0' • IB" LAYIER COMPACTEO PHONE 620-4150 HEETS4 1 �- • ► B�-0«000 MIN Off A A A o O 0RAVEL 11f,/4"-- 1/4") - - - - --- — Q. ---- -- W CMTF BY REVISION APPROVE(' JOB 79-32 - �l1 � 11I1�1-t� I I .i �.•1 1 1 1 ►�� I i I 1 I 1 I I I I I ! 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