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TIGARD PARK SUBDIVISION SCJ v _ CURVE DATA TABLE LOT._._ `7ACIU KK LENGTH L-HORD I BEARING DELTA TIGARD PARK 1 15.oa 23.5921.23w N 46.44 47 E 90005'5911" 3 15.00 16.37- 15.57 N 29.3 3d W 6? 49 50.0��- 34-25 33.56 - S 41'15 4 I 'E` 32--t-C40- 4 . , 50.00 30.0 29.55 S 04'77 E Z 5 50.00 44.bj 413, S 38.2416' w LOCATED IN THE JOHN L. HICKLIN D . L. C. N0. 54 6 W•°° 30.63 29.58s 81&16`4 Sm w 3,r2-= 8" IN TN E SE 1 4 ®F SECTION 34 T. 1S, , R. 1W. ,30.00 30.00 .55 N 64.196 W 34• '43" t / i I S T E t I p W BNDY 1 30.00 25.28 25011 N 32`39'02" W 28" 006" PROFESSIONAL CITY OF` TIGARD; WASHINGTON50.00 38.42 35.6 N 074210 E 41.44 t8 ILwND COUNTY, OREGON 50.00 15.5 I' N 32-27-31-E 17' 46'23" S R V E �' p Q 9 15.00 10-40' 10.19, S 217915 W 3r4 b4 I 1 15.00 23.54 21.19 S 43'1613 4'0 I.. 12 15.00 23.61 21.25 N 46!3'?55- E 00'11 43 14 15.00 13.62 13.16 p N 2471r32w„W � o , s , 9.^ SURVEYED ... BE�'TEMBER14 SOCYJ 31.6. " 31.12 S 32'21 9 E JS 59 __.._.._,E SEPTEMBER E 1989 15 50M 53.68 31.14 .S 16 17 W 61W53w 4102fRT noulsy ,, 16 50.00 31.92 31.38 S' 65 42 W 36'3 "36' 2 0 0 0 y i 50.00 32.72 32.14 N •17'22'57"W 377W26 16 50.0025.00 24.74 N "*I 52" W 28.30 44 19 50.00 42.00 40.77w N 05q35'43" W 1w -`20 -D.0a 3o.s 30.42 Ns53o41" E 35.25 12 LAND DEVELOPMENT CONSULTANTS INC . 15.00 13.62' 13.16 S 2 40W - 2 15.00 23.51 21.18 S 43'2 05 E as t 7 209 NE LINCOLN STREET HILLSBORO, OREGON 97124 LEGEND rA N PHONE (503) 648--4061 DENOTES INITIAL POINT, 2"x36" GALVANIZED IRON PIPE OVER A 5/8" IRON ROD WI TH A Pl. ASTIC CAP INSCRIBED "LDc. INC PLS 20080 SET INSIDE " ° ' 6BELOW GROUN° z BASIS OF BEARINGS O DENOTES FOUND MONUMENTS AS NOTED CENTER UNE OF 'TIGARD STREET • DENOTES 5/8"x3:1` IRON ROD WITH PLASTIC CAP INSCRIBED 'LDC, INC. PLS 2008", SET SCALE: 588'16'13"E 1 = 50' SURVEY NO. 22,324 0 DENOTES 5/8"x3�-" IRON ROD WITH PLASTIC CAF INSCRIBED "LDC, INc. PLS 2008 ,TO BE POST MONUMENTED PER ORS 92.070(2). BOUNDARY DETERMINATION ! 1 RECORD DATA FER SURVEY NO. 22 ,324 631 .8 8 (631 Shl NOTE: IRON SET 1 .0 ,0 ' SURVEY NO. 22,324 3/A. I'P' 275.73, S88'14 '1 SOUTH ON LINE 8 5/8" I.R. 0.29' N. HELD � 72.90' ` " • 117.83' - - 42.54 85.00 3 - 223.4 S88.14'18''E � 5 0 -0 72.9 4' - -- - 3/40 I.P. _ 6 � r o 1 os.32 44.1 s' / SHEET 1 0� 2 9454 s ft. � /,504 sq. ft. 3, r 0.26 E � �� 16 q ! �.'�`. / 89300 sq. f t. o `t w 500 3 17 18 , v► ,ry % a sq. ft. 7,500 s . ft. / \ f q 8 4 9 9 sq. ft.1mGo � � r o ,�; �i ,�°�/�t n PLAT RESTRICTIONS • o j>c;; �� '` �- ��, z ��` AN 8.00 FOOT WIDE UTILITY EASEMENT SHALL EXIST ALONG ALL LOT LINES ABUTTING PUBLIC STREETS. co f 0 4�11-- -cn _e r • �` ep 102.00' S '�' �'� �- - 4 of S�A 'S� 81 N G Y 1 8 ��• �,� 1� • of t� 7,940 Sq. (� c S 88 r 7 501 s ft. '`, * /5 �' •-- • '22 12 E r q o 7 500 ' . ft. 0 � 19 n I 10.00' 'Q� O0 _ , ° q V y5� `a 7,501 �t _- '16 13- -E `s� ti 108.67 " 0 122.Q9' a ` N sq• ft. o S 88'1 S 13 E� �, c rn 105.07' w •ap ------- -- - S 88'16 13 E Z V /4.�5 121 .51 � S88'16'13"E 110.15 r o 10 �' < S s 107.08' C5 j7585 sq ' d� �-- ;,� 0 'cOr Q 14 b� z Li \r ' 7.861 sq. f,. r c 7,551 a ft. V `�� 2� o NOTE : I _ 00 S 88'16'13" E N • ,C ro o �D 1�b V Q _ !�.�s? 7,500 sq. ft. o SUBJECT� UBJEC TO COVENANTS, CONDITI S AHD RESTRICTIONS - S 88'16'13" E zl " N a AS RECORDED IN DOCUME1, 7 NO. - �,, WASHING' 13 w . G D V) -- -- -- - - --- S 88`16 13 E ; r� 132.9 133.2 -----' N 3 . � N 8816'13" W COUNTY DEED RECORDS. Lo w CL 7 V7 adv o � ! 0 `�.' _ '130.00' o Ln .500 . . f t. � 0 0 13 D 'n o Lt, 7.541 s q. ft. iv C6 �''� ,�. . c 21 p0 !01 to 7,514 sq. ft. o �. o _ N 7,501 sq. ft. T-- N 8t� 'iE�� ► 3" W o o N 886'13" �l I " P) N �' I HEFE_F- �' CERTIFY THIS TRACING T C��' z -- n S 88'16 13 E C4 ►n �'' 0 B E A 25 25 133.Os 133.27° 88'16'13" E TRUE �.;;. EXACT COPY OF THE PLAT OF 0o f rn o - 13 TIGAF%E PARK". ! / 0A 16 co 8,791 S;,. ft. '� tn 8 C 0 o a 12 m 25 25 ro SA E Sq' ft. iv �i 0 22 o ROBEF i OQUiST PLS 2008 8,613 sq. ft. I v 120.Q 7 '�' o �� 8.051 sq. ft,. �,; 3/4" I,�, 10.00 i� NON-- H --- ,,~ 1_ 11E.2.2 V) �� INITIAL POINT / _ vE ICUL�R ACCE (T j --•' '- -- - - _118.22 •e� 0.20 N -- ) -- 115.05' 2"x36 w G.I.F. W/ 5/8"I.R. O - f .---M - _ _ _ 10' ADDITIONAL DEDICATION �. - _ - jc) MI/LGA., INc. CAP SET INSIDE 1 N N 88'1 f i , N8� , 3 w --- __ _-_ -- ,_ I NON-V NICU AR AC_CE I P) 60 _W 161 .00' „ BASIS OF BEARINGS 632.48' 8" i•R. N 6' 13 E 31 F . 51wGA 3 / WELD C�,. W. Ti RD STREET � 'if 1 " V, s Lf ., " ECO. RD. N 0. 916 , , 3 155. 00'632.51 ' 1632.561 _ L.D (PER CS 20,267) /ALPHA C A s 1 E 740.84 0;-) N.E. COR. LOT 15 *G ,' ' ! oS VI I; YARL-I f TIGAR.D PARY 1 OF 22 I v- t r ..- -. _...... _.. __. -. - . _., ..w►•- ,, T. ,.. ....,.. s:,a;arn3t�ts9ittir.. a :gy:vr'?'Au4•rair!fi:+!lBi.+'lfi'.'i++r;:.: _..:_..cxe .:xt::a � _ w -Wow 0• I V I I I I I I I r I I I 11 � I I III V I I I Ii 1 1 1 1 1 1 . � � I � I iii I � .� � � I SII SII � f � ( I II , I I ! II II IIIIII1IrIrIIIIIII � I � � 1 � 11 � II � � >� 111� � � III � � 11 � � � ri � � i , � 1 ' NOTE : IF THIS MICROFILMED 2 3 4 -- 5 __.67 8 9 10 DRAWING IS LESS CLEAR THAN --`-- -.--•-"'`► THIS NOTICrr;`IT IS DUE TO ' THF QUALITY OF THE OR3GINAL DRAW I NG •-- - 1 OE: EZ 8Z l2 9Z SZ v EZ ZZ 81 1. 1 91 S1 til E I z I -I 1 01 �" �'II11111111i1111111��1��{'��+�11i�1i1�i1111�IIIItItI�II�uI�IIII��I��uI�� 11�r1i111111jti11 MNt 11{iNi�1�11111{I�nft��tiII11111111111111�1Il�lllll ttit�ltit f �f1 t ttt_"--- illmIIm 1 !1 ul #� fi tftt!`�INI�l41 _ IIiIIlI�I111111I) l,�ltl;�,�l..l.. � ti .• SURVEI'C-: 'S CERTIFICATE I, ROBERT OQUIST , FIRST BEING GJ` Y SWORN, DEPOSE AND SAY THAT ' HAVE CORRECTLY SURVEYED AND MARKED,, WITH 5/8" x 30" IRON RODS V, 17 11 PLASTIC CITY OF TIGARD APPROVALS CAPS INSCRIBED "LDC, INC. PLS 2008", ALL LOT CORNER, CURVE POINIS AND BOUNDARY LINE CHANGES IN DIRECTION THE LAND REPRESENTED 0t,j THE ANN:. XEDAPPROVED THIS zG DAY OF Jul 1989 TIGARD PARK MAP OF "TIGARD PARK"; THAT AS THE INITIAL POINT OF SAID SURVEY , I DROVE A GALVAVIZED IRON PIPE, 2 INCHES IN DIAMETER, 36 INCHES IN LENGTH, 6 INCHES CITY ENGINEER BELOW THE SURFACE OF THE GROUND, OVER A 5/6" IRON ROD TAGGED WITH ABOVE SAID CAP AT A POINT WHICH BEARS S88' 16'13"E, 740.84 FEET AND NI .32'04 "E , LOCATED IN THE JOHN L. HICKLIN' D . L. C. NO. 54 60.00 FEET FROM THE NORTHEAS"T CORNER OF LOT 15, "GALLOS VINEYARD", A FLAT BY: ZOF RECORD, ALL BEING LOCATED IN THE SE 1/4 OF SECTION 34 , T . IS ., R. IW ., W .M., IN THE SE 1 4 OF SECTION 34 T. 1 S. , RAW. , W. M . CITY .OF•.TIGARD, WASHINGTON COUNTY, OREGON; THENCE FROM SAID INIT IAL POINT , APPROVED THIS _...a(t. DAY OF �0 1989 S 132 04 W, 30.00 FEET TO THE CENTER'- INE OF C.R. NO. 916 (SW TIGARD ST.), THENCE COMMUNITY VELOPMENT DIRECTO CITY OF TIGARD; WASHINGTON COUNTY, OREGON ALONG SAID LINE, N88' 16'13"W, 632.51 FEET; THENCE LAVING SAID LINE, NI'37'4B"E , 379.39 FEET; THENCE S88' 14 ' 18"E, 275.7?' FEET: NEI► ESI 55 '00 "Vv' . 45.00 '•"EFT ; 6y THENCE S55'39037"W, 113.11 FEET TO A FAINT OF CURVATURE. THENCE ALON13 THE ~ ARC OF A NON-TANGENT 50.00 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST WASHINGTON COUNTY PROVAL THROUGH A CENTRAL ANGLE OF 28'58'06", A DISTANCE OF 25.28 FEET (CHORD BEARS 532'39'02"E, 25.01 FEET ), THENCE LEAVING SAID CURVE N55'39'37 "E , 109.53 FEET; APPROVED THIS _ DAY OF .�, 1989 LAND DEVELOPMENT CONSULTANTS INC. THENCE S24'26'27"E, 43.75 FEET; THENCE S88'04'59"E, 102.00 FEET ; THENCE WASHINGTON COUNTY HEALTH DEPARTMENT NI'55'00"E, 107.218 FEET; THENCE S86' 14'118'f, 223.42 FEET; THENCE SI'32'04 "W, 349.04 FEET TO THE INITIAL POINT. 209 NE LINCOLN STREET CONTAINING, 5. 13 ACRES (GROSS) E`': H11I.SBORO, OREGON 97124 PHONE (503) 648--4061 AS PER ORS 92.070 (2), I , ROBERT OQUIST, ALSO SAY THE POST V : ':UMENTAT ION APPROVED THIS � � �C-� � c DAY OF �--. _,. 198 9 OF THE INTERION MONUMENTS WITHIN THIS SUBDIVISION WILL P. ACCOMPLISHED WASHINGTON COUNTY SUkilEYOR WITHIN 90 CALANDAR DAYS FOLLOWING COMPLETION OF r A0; ING IMPROVEMENTS SHEET 2 OF 2 OR ONE YEAR FOLLOWING THE ORIGINAL FLAT RECORDATION, WHICHEVER OCCURS 7�41L FIRST IN ACCORDANCE WITH ORS 92.060. ILIiIs71aa0 VIRpF E S S 10 N A L APPROVED THIS (9"0% DAY OF 90GT�gF�C.� 1989 DIRECTOR OF ASSESSMENT f6AN M. O'BRIEN �' 0 � VEY © a �,AS ESSWI_NT AND TAXATION INTERIOR CORNER MONJMENT �IT ION (WASHINGTON COUNTY ASSESSOR) NOTARY PUBLIC -- OREGON I, ROBERT OQUIST, FIRST BEING DULY SWORN SAY THAT IN My Commi"ior Expires 3-12-93ACCORDANCE WITH ORS 92.070, 1 HAVE CORRECTLY SURVEYED ov i G SCY: AND MARKED W Ir ' ' PROPER MONUMENTS THE INTERIOR CORNERS ju`Y ,)' ISO; AS INDICATED t THE ATTACHED PLAT. SUBSCRIBED AND SWORN TO BEFORE ME THIS dog ;� ° " I s 1 APPROVED THIS �AY OF jIrjjj <,4 19119 - DAY OF _� .�._,..� 19E WA 1-ItNIGTON COUNTY BOARD OF COMMISSIOPOS / ROBERT OQUIST PLS 200E E'y -- ------ SUSCRIBED AND SWORN TO BEFORE ME THIS _ DAY OF DEDICATION BY: KNOW ALL MEN BY THESE PRESENTS: THAT DON MORISSETTE BUILDERS, BY: INC., AN OREGON CORPORATION, DOES HEREBY MAKE, ESTABLISH, AND DECLARE THE ANNEXED MAP OF "TIGARD PARK", AS DESCRIBED IN THE CObf4f/;, COUNTY SURVEYOR APPROVAL ACCOMPANYING SURVEYORS CERTIFICATE TO BE A TRUE AND CORRECT PLAT BY; THEREOF, ALL LOT LINES BEING OF THE DIMENSIONS SHOWN AND ALL �© �,�•;r : _- .• APPROVED THIS _ DAY OF , 19 , PURSUANT STREETS AND EASEMENTS OF THE WIDTHS THEREIN SET FORTH AND DOES T0 ORS 92.070 t41. HEREBY DEDICATE TO THE USE: OF THE PUBLIC AS PUBLICWAYS FOREVER E Y; ALL STREETS SHOWN ON SAID MAP, THERE ARE r.0 WATER RIGHTS APPURT- .• _j:,: WASHINGTON COUNTY SURVEYOR ENANT TO THIS PROPERTY. go - ` DON MORISSETTE BUILDERS, INC. cj- roN ATTEST THIS DAY OF 1989 -- ------- ------ -- DIRECTOR OF ASSESSMENT AND TAXATION DON MORISSETTE, PRESIDENT EX--OFFICIO COUNTY CLERK I HEREBY CERTIFY THIS TRACING TO BE A sem' TRUE AND EXACT COPY OF THE PLAT OF BY: — — "TIGARD PARK". ACKNOWLEDGEMENT DEPJTY STATE OF OREGON ) ROBERT OQUIST PLS 2008 ) ) STATE OF OREGON COJNTY OF WASHINGTON ) SS SS. I DO HEREBY CERTIFY THAT THE ATTACHED COUNTY OF WASHINGTON ) PLAT VS RECEIVED FOR ECORD ON THE � I C' .) HEREBY CERTIFY 'THAT i I~ �,VE COMPARED THE WITHIN '' a1~ Q THIS CERTIFIES THAT ON THIS �� DAY 0� i 1� PLAT WITH THE DAY OF 1 _I ._.:_ � _- ORIGINAL THEREOF, THAT THE SAME IS A FULL, TRUE, AND CORRECT AT �� 0' LOCK M., •AND RECORDED 1983, BEFORE ME THE UNDERSIGNED, A NOTtiE Y PUBLIC IN AND FOR SAID TRANSCRIPT THERErROM AN,." THE WHOLE THEREOF, AS THE SAME APPEARS ON PAGE IN BOOK -76 STATE AND COUNTY, PERSONALLY APPEARED DON MORISSETTE, WHO, BEING 07 RECORD IN PLAT BOOK PAGES v THEREOF. OF RECORDS AND PLATS OF SAID COUNTY. FIRST DULY SWORN SAID THAT HE IS THE PRESIDENT OF DON MORISSETTE BUILDERS, INC., AND THAT SAID INSTRUMENT WAS SIGNED ON BEHALF OF' DIRECTOR OF ASSESSMENT AND TAXATION DIRECTOR OF ASSESSMENT AND TAXATION SAID CORPORATION BY THE AUTHORITY OF ITS BOARD OF DIRECTORS, AND EX-OFFlCIO COUNTY CLERK. EX-OFFICIO COUNTY CLERK. DOES HEREBY ACKNOWLEDGE SAID INSTRUMENT TO BE OF HIS OWN FREE ACT AND C;EED. • — BY: DEPUTY DEPUTY CORDON HOB1 _ NOTARY PUBLIC - V".�GON My CvnnN■rw► E1*MM I►uq . TIGARD FARC: 2 OF 22 mom Aw . M ti.•... . N• �''• • ,,r,.,,*,,,,r , .r, .: , •4 , „�...,,.r. , . •r _.m►,;,r,r� ..,Oa.. , .....;�:-.•xF' ••—.• ,jjY--r.�. •w4• r.::..Ju_ a�'i..�.,,,�..�.r......,..,. ly. C; _ � �IIr1llllli 1111111 i111i1 t►IIi1lll �j . 1111'0 1 �1 � �� 1 x (111 w 111 till ' , � J it • NOTE : IF THIS MICROFILMED � 2 3 4 5 6 7 8 9 10 12 ' DRAWING IS LESS CLEAR THAN 111IS NOTIC v -IT IS DUE T ,�• '� TNF QUALITY OF THE ORIGINAL RAW I NG. _.. — ---- -- LZ 92 S2 02 6� LI 91 SI t, I 61 a1 II 01 ` 6 L 9 S ti E Z I ', ' '" r!I 1IIIis.IIIII IIIII1III I1111fill IIif1111411116111IIIN111Ili IIII M111111111111041 t111�111111111 tn�1111�1111�1i11�11111111l�1!li�illl�llll�IIII�IIII�IIIIIII111 I11�IIIIItluliilt�liirii11111111 11 �IIu1111:�lIIIIIIIIIIIU ll�j1l�1111�111�IU.I 1►�I�IIt! I pow t �w .w .. h4 V r 9� Q V CC9 ip00 go 1C 0 1 c.n (D O� a w w September 3 , 1991 CITY OF TIGARD OREGON TO WHOM IT MAY CONCERN: This is to acknowledge that effective this date, street, sanitary and storm sewer public improvement facilities installed within the following development projects are hereby accepted by the City of Tigard, Oregon, for operation and maintenance: 1 . Mallard Lakes Subdivision 2 . 108th Avenue Sanitary Sewer 3 . Morning Hill (Lots # 1 - 53) Subdivision 4 . Morning Hill No. 2 Subdivision 5 . Gallo's Vineyard Subdivision 6 . Dover Landing (Phase No. 2) Subdivision 7 . Ari Green Subdivision 8 . Genesis No. 2 Subdivision 9 . North Dakota Street Sanitary Sewer extension 10 . Morning Hill No. 3 Subdivision 11 . Tigard East Sanitary & Storm Sewer Relocation 12 . Exodus Subdivision 13 . Cotswald No. 3 Subdivision 14 . Swanson's Glen (Phase No. 1) Subdivision 15. 108th Ave. /Durham Road Improvement 16. 113th Ave. /Durham Road Improvement 17 . Albertson's Sanitary & Storm Sewer Extension 18 . Me-restone Subdivision 19. Clydesdale Sanitary Sewer Extension 20 . Tony' s Place Subdivision 21 . Barbee Court Subdivision 22 . Winterlake Subdivision 23 . Creeksi�de Subdivision Randall R. Wooley, City Vgineer d j/.711 s opt-&&in.ecp 13125 SW Hall Blvd,P.O.Box 23397,Tigard Oregon 97223 (503)639-4171 ---- - CITY 61 TIGARD May 15, 1991 OREGON Mr. Gordon Hobbs OR-AK Corporation PO Box 2302 Lake Oswego, OR 97035 Re: Tigard Park Subdivision Dear Mr . Hobbs : This is to acknowledge that effective May 13 , 1991, the public improvement facilities installed within the subdivision improvement project commonly known as Tigard Park is fully accepted by the City of Tigard, Oregon, for operation and maintenance by the City. Further, this is to acknowledge that the City of Tigard, Oregon, has no further interest in, and authorizes .release of the project performance and maintenance assurance. (Additi.cial information is enclosed. ) Should you have any questions regarding the above project acceptance and assurance release, please contact Mr. John Hagman at 639-4171 . Sincerely, Randall R. Wooley City Engineer dj/Jll:or-ak.tps 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 ;503)639-417 — ---------- May 15, 1991 CITY OF TIGARD OREGON Mr. Gordon Hobbs & Mr. Don Morissette OR-AK Corporation & Morissette Builders Inc. P.O. Box 2302 Lake Oswego, OR 97035 Re: Tigard Park Subdivision Dear Mr. Hobbs : In the matter of the one Hundred thousand forty-six dollars fifty-- five cents ($100, 046 . 55) Letter of Commitment between OR-AK Corporation Inc. and Don Morissette Builders, Inc. and Washington Federal Bank and the City of Tigard, Oregon, this is to serve as a letter of authorization - to allow said Bank to release to OR-AK Corporatic. Inc, and Don Morissette Builders Inc. all of the deposit entrusted to said Bank.) All requirements, which were assured by said Letter of Commitment, are now satisfactorily completed. If you have any questions regarding this matter, please contact John Hagman at Tigard City Hall, 639-A D1 . Sincerely, Y1% City Engineer d7iJ1A:0r-nk.cpa 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (5031639-4171 — ---- — ii „"-,wur,::..wm...w,wur�Niul6rymaWrr .aweJ- CITY OF TIGARD March 29, 1991 OREGON OR-AK Corporation PO Box 2302 Lake Oswego, OR 97035 RE: Tigard Park Subdivision Dear Mr. Hobbs : In reynrd to your letter dated March 21 , 1991, all items, listed in our (Carl Vieweg's) letter of January 9, 1991 , are no.. complete. Carl met with Gregg Thompson in the field on March 25, 1991 , thereinregar.d. Sincerely, VJohn S. Hagman Engineering Technician dj/1-tpe.JH 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639 4171 If 4"k VA 1 � 0.11 L�I�✓� fit,� 6�fi+�/r_ OR-AK CORPORATION OREGON-ALASKA LAND DEVELOPM,=NT CO. _ D It" POST OFFICE BOX 2302 LAKE OSWEGO, OREGON 97035 MAR Z 5 1991 503-245-4900 - FAX 503-246-3293 GORDON HOBBS, PRESIDENT CITY OF TIGARD March 21 , 1991 Carl Viewig City of Tigard PO Box 23397 Tigard, OR 97223 RB: TIGARD PARK SUBDIVISION Dear. Carl , In regard to your letter of January 9, 1991 on the Tigard Park subdivision, all of the items listed have been completed. We are now requesting a final inspection by the City of Tigard so final approval of the project may be given and maintenance bonds released. If you have any questions, please call . Yours truly, 1 '4--'_� /')C- + t Gordon Hobbs President GH/kg OR-AK CORPORATION OREGON-ALASKA LAND DEV CO POST OFFICE BOX 2302 LAKE USWEGO.OREGON 97035 GREGG 'THOMPSON (503) 245-4900 Pager 229-2542 ( _..---.- Fleld Coordinator Fnx (503) 246-3293CN f -- ,� I �° January 9, 1991 csnrOF T1( RD OR-AK Corporation OREGON Mr. Gordon Hobbs P.O. Box 2302 Lake Oswego, Or 97035 Re: Tigard Park Sub-division As per your request, I have made an inspection for accei. snce by the City of Tigard and the release of the project bond. There are several items thet must be resolved prior to final acceptance. These are as follows : * The survey monuments, including covets, must be installed according to plan. * Remove and replace the vandalized sidewalk on the north side of Tigard Street adjacent to 1.1545 S. W. Cornell Place. (70 linear feet, plus or minus ) * Remove and replace the sidewalk behind two ( 2) existing mailbox installations . They must be installed accorling to the Typical. Mailbox Cluster Location standard drawing #75-A-243 that was included with Tigard Park plan approval . One mailbox is located at the north corner of S. W. Twin Park Place (ind on Tigard Stre,.)t. The other is on the north side of Tigard Street and is at the east end of the job. The remaining/missing concrete sidewalk should be placed during that installation. All concrete work will require inspection prior to placement . When these items are successfully accomplished, final approval for the project will be given and maintenance bonds will be released. If you have any questions, please feel free to call me at 639-4171 . Sincerely, Carl W. Vieweg/ Construction Inspector cv/'PPFNI,.CV c: Priest Engineering 13125 SW Hall Blvd.,P.O Box 23397,Tigard,Oregon 07223 (503)639-4171 ------ w /T January 8, 1991 CITY OF TIFA RD OR-AR Corporation Mr. Gordon Hobbs OREGON / P.O. Box 2302 Lake Oswego, Or 97035 Re: Tigard Park Sub-division As per your request, I have made an inspe ion for acceptance by the City of Tigard and tw release of " l_ bondf. There are several items that must be resolved prior to final acceptance. These are as follows : * The survey monuments, including covers, must be installed according to plan. * Remove and replace the vandalized sidewalk on the north side of Tigard Street adjacent to 11545 S. W. Cornell. Place. (70 linear feet, plus or minus) * Remove and replace the sidewalk behind two (2) existing mailbox installations . They must be installed according tc the Typical Mailbox Cluster Location standard drawing #75-A-243 that was included with Tigard Park plan approval . One mailbox is located at the north corner of S. W. Twin Pn--k Place and on Tigard Street. The other is on the north side of Tigard Street and is at the east end of the job. The remaining/missing concrete sidewalk should be placed during that installation. All concrete work will require inspection prior to placement. When these items are successfully accomplished, final approval. for the project will be given and maintenance bonds will be released. If you have any questions, please feel free to call me at 639-4171 . Sincerely, Carl W. Vieweg Construction Inspector cv/TPFNL.CV C: Priest Engineering 13125 M Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 — 71 AIA is V, e ° TV- POST OFFICE BOX 2302 'k 'OSWEGO, OREGON 97035 503-245-4900 • �s ,"'``� \ \ �.,,�., , ( s�` FAX 503-246-329.', A _ p ...rte �,,'a.?-(� � � c.c'•� ( '`�` , Z4 C.L.iEib�()�'aH('��,�Ns N0V 09 1590 Secy►-e `" ^ `•� c.t,�..c ,` ``` `�c�e�: November 1 , 1990 O ' RE: TIGARD PARK Dear John, This letter is to notify you that the project know as Tigard Park has been completed by OR-AX Corporation a:ld we are hereby requesting a final inspection for acceptance by the City of Tigard and the release of all maintenance bonds. If you have any questions please call . Yours truly, Gordon Hobbs President GH/kg cc: Don Morissette Builders , In(- , Roy Priest, PE ltrs.hagman a OR-AK CORPORATION OREGON-ALASKA LAND DEVELOPMENT CO POST OFFICE BOX 2302 LAKE OSWEGO, OREGON 97035 503-245-4900 FAX 503-246-3293 Pu 0 V 0 9 1990 John Hagman, Engineering Technician November 1, 1990 City of Tigard PO Box 23397 Tigard, OR 97223 RE: TIGARD PARK Dear John, This letter is to notify you that the project know as Tigard Park has been completed by OR-AK Corporation and we are hereby requesting a final inspection for acceptance by the City of Tigard and the release of all maintenance bonds. If you have any questions please call . Yours truly, �! 4-r Gordon Hobbs President GH/kg cc: Don Morissette Builders, Inc. Roy Priest, PE ltrs.hagman 11 1 OR-AK CORPORATION OREGON-ALASKA LAND DEVELOPMENT CO. POST OFFICE BOX 2302 LAKE OSWEGO, OREGON 97035 503-245-490 ! FAX 503-246-3dQU L%a;"'D PUPOING 140V 0 9 1990 John Hagman, Engineering Technician November 1 , 1990 City of Tigard PO Box 23397 Tigard, OR 97223 RE: TTGARD PARK Dear John, This letter is to notify you that the project know as Tigard Park has been completed by OR-AK Corporation and we are hereby requesting a final in._pection for acceptarce by the City of Tigard and the release of all maintenance bonds. If you have any questions please call. . Yours truly, Gordon Hobbs President GH/kg cc: Don Mor.i_ssette Ruiider•s , Inc . Ray Priest, PE � �.�`C_?_.�C'_ ?.t��l 1 SG ►'v�� - "tom t �� ltrs.hagman �G�\t1CvlC.� S�cIWe,M `� VVv ::.: . .- ;-, .,, _r;,ra.�'e9 ..wYN"�dG`IIIid�YN'tlWi��lut!�etiWa.W+awJrwv�v,ui►Ylrv�a�i+dutswW:_ ; a OR—AK CORPORATION OREGON-ALASKA LAND DEVE, OPt4ENT CO. S►• + L # POST OFFICE BO,'2302 i • °. LAKE OSWEGO, OREGON 97035 603-245.4900 FAX 603-24¢-3293 i July 10, 1990 i ;.. John Hagman, Engineering Technician t: City of Tigard P.O. Box 23397 � , r t Tigard, OR 97223 + f RE: Tigard Park t i Dear John: ,yR • Consider this our formal request to complete the public improvements on Tigard Park subdivision, which will include -the second lift of asphalt. NO; Will schedule the second lift and call for an inspection prior `to installing the second lift. If there are additional items that need to be corrected at this time would 1s you please make ars insPectior: and give us a list. Yours truly, Gordon Hobbs O i ► President t. e/cw I ; . ltrs.ha 1>�e2se, ccr,..hLA z Q..J1 gman Ivy�p�c��crnn. n! .�5O`Gc �{ �- O\O Vs o� ��•yre-kev 1 r c J '►1� CI Gk-\CIe- 1C1�� vJ��C.J� Y\C� 11 t I Tx A .4 4 • tW'::a tZ s PIEST <> -ENGINEERING, INC . January 16, 1990 irlL- JAN l G 1W Mc . Mike Mills City of Tigard Ca::: cc I;I Dayslopmttnt 13125 S.W. Hall Boulevard Tigard, Oregon 97223 Re: Tigard Park As-Builts 1501-0201 Dear Mike: Attached please find one ( 1) set of mylar copies of the as- builts for Tigard Park, and one (1) copy of the Engineer 's Certificate for the constructed improvements . if you have any questions , or need additional information, please call me. Sincerely, PRIEST ENGINEERING, INC. Roy J . Priest , P.E. 1 President r Attachments cc: Gordon Hobbs OR-AK Corporation w/attachments CKIL41 ell) C) 5920 N.E. Ray Circle, Suite 180 • Hills,wo. Oregon 97124 • (503) 648-7266 OR-AK CORPORATION OREGON-ALASKA LAND DEVELOPMENT CO. POST OFFICE BOX 2302 LAKE OSWEGO, OREGON 97035 503-245-4900 FAX 503-246-3293 July 10 , 1990 John Hagman, Engineering Technician City of Tigard P.O. Box 23397 V Tigard, OR 97223 RE: Tigard Park Dear John: Consider this our formal request to complete the. public improvements on Tigardr.k subdivision, which will include the second lift of asphalt..__ . we will schedule the second lift and call for an inspection prior to install1.ig the second lift. If there are additional items that need to be corrected at this time, would you please make an inspection and gi-ve us a list. Yours truly, Gordon Hobbs President /cw . ltrs.hayman 10 16f ae i, P C t L L�4 7'/ 13125 S.W. HALL BLVE.. P.O. BOX 23397 CRYOF MAW TIGARD, OR 97223 (503) 6394171 OREGON TO: FROM: (MESSAGE 16) C 74 f -av, Z)e 14 am f4 ,SIGNED— DATE REPLY- A,I-vt P-iil EST " F N (il NF 7L RING Ql INC.N C Roy .I. Priest, P.E. 5920 N F Rmv Circle.Suite IAO a Hillstulw, oregon 97124 001)fAN 72M LS-1 G N E D DATE---/ PLEASE RETURN ORIGINAL COPY WITH REPLY, KEEP PINK COPY FOR YOUR RECORDS, FILE COPY CERTIFICATE OF COMPLIANCE RE: Tigard Par]- This arrThis is to certify to the City of Tigard, Oregon, that the following items have been installed in compliance with the City's improvement standards and specifications; and that the following items are complete in accord with the approved plane, special specifications and conditions, as approved by the City, relative to the above project, to wit: (Project Engireer's Initials) 1. Sanitary Sewer system 2. Storm Sewer System 3. General Utility Systeme: Domestic Water Electric Power Gas Telephone Cable T.V. �J Streetlighting �� 4. Street System: Subgrade � f Base �P Surfacing. . .Base Lift Y Final Lift Sidewalks Aprons & Ramps r-A` Curb �aP 5. Mcnumentation System 6. • Pathway System Certified this WLh day of JanraarY 19 'io HPV By- 192 �9 �' (Pro ct Engineer) Film: L't'i ;; Lncrin��crir�, frr�. j r/doc.17 Oy J. pRl t CITYOF TIIFARD OREGON November 3, 1989 Portland General Electric Co. Western Division 14655 SW Old Scholls Ferry Rd. Beaverton, OR 97005 Attn: Mr. Bryan Moore Re: Tigard Park Subdivision Streetlighting Dear Bryan: This is to acknowledge that the City has found the streetlight installatior. in said subdivision to be satisfactory and, further, to acknowledge authorization for P.G.E. to energize the four (4) /OOW and three (3) apOW H.P. Sodium lights therein, under Schedule #91, Option"B". Sincerely, 1 John S. Hagman Engineering Technician jr/t-park.JSH cc: R.J. Rouse Electric, Inc. pn1P C0�✓�j�Si4�4%) 13125 SW Hall Blvd.,P O.Box 23397,Tigard,Dec-,on 97223 (503)639-4171 CITy rij— T I FEC NOt 00 1 C16 I.Cl RECEAPT OF PAY IENT CHECI,,' AMOUNT s 149. 52 tJrrPlt E)CIN MURISSE TTE CASH APIOUN'r . 00 (AD["+:.E,5S3 PO BOX PAYMEtIT PATE* 11.--17-99 PORTLAND. OP 97219 BUIC"le' NCJ,,'ADf,',Rr FURF'OSE OF PAYMENT AMOUNT PA 10 PLIPPOSE OF PAYMENI AMOUNT PAID MISLELLANE.IUS FEr—S I,, (,HA(-03E E.NERGY MAINTENANGE CiIFr—OKS FOP IN'.)TALLATION TOTAL AMLION7 FAM 149. 52^ CITYOF TIFARD OREGON November 6, 1989 r Mr. Co uon ?obbs OR-AR Corporation P.O. Box 2302 Lake Oswego, OR 97035 RE: Tigard Park Subdivision GCP i 1 Dear Mr. Hobbs: / Please remit $149.52 to the City to cover the cost of energy and maintenance charges resulting from inetallation of one streetlight more than was originally anticipated. sin erely, John S. Hagman Engineer Technician III jr/tigardpk.JSH 13125 SW Hall Blvd.,P.O,Box 23397,Tigard.Oregon 97223 (503)639-,171 (canlOF T1 fAw RD OREGON November 3, 1989 Portland General Electric Co. Western Division 14655 SW Old Scholls Ferry Rd. Beaverton, OR 97005 Attn: Mr. Bryan Moore Re: Tigard Park Subdivision Streetlighting Dear Bryan: This ie to acknowledge that the City has found the streetlight installation in said subdivision to be satisfactory nd� further, ck ye authorization for Y.G.E. to energize the fo Q4L70f� and three[to �� . . Sodium lights therein, under Schedule #91, O i 44B". Sincerely, John S. Hagman Engineering Technician jr/t-park.JSH cc: R.J. Rouse Electric, Inc. I :c Flvd X07,Tigard,Cir por,97223 (,(`7 �'- M;X. 19 f 70 4K •lctober 27, 1989 OR-AK Corporation CITYOW TKARD Mr. Gordon Hobbs PO Box 2302 Lake Oswego, OR 97035 OREGON Dear Gordon, As requested, I inspected the public improventents at Tigard Park Subdivision to determine if they are ready, for conditional City acceptance. I have noted these following items: 1. Install 8" white line to replace bike path buttons that hav been tpmoved. Also replace any mise'_ng or dame, ed ce r 1 $ iris buttons ,or re��leetor1i. fI VV 2. Install barricadesat sidewalk erdb. i ` 3. Smooth the connections to ex sting match basins with �gropt. 4. Abandon overhead 1 nee to t1* existing house.' 5. Abandon eel sy em at existing house and cohnAct to sanitary sewer. 71 6. Construct o�Ye et p iveway ,apron and sidewalk fronting existing house. 7. Remove an r�place curb at end 6f �ornell Place ea that curb drops fall within th property lines eAtended. ( ,_ �,, ► B. Install mail box clusters; c,E I' P_. s� 9. r d� L Submit mylar as-bui)t drawings and the engineers Certificate �ol gppl�rh�ce. ./ { A t,A_ S I will certify project ,readirdass for conditional e.ccepta.nce when the items above are complete. Although additions and deletions may occur during the one- year maintenar�e guarantee period, the following items remain before City final acceptance. r 10. Construct ail sidewalks and driveway aprons. 11. aephalt overlay with centerlines monumentation. T.1r; maintenance bond options, and final completion deadlines are addressed in the Compliance Agreement, but ,.f you have any questions, call me at 639-4171. ^,+.nce a/y, Michael Mille Construction Inspector Je/TPRKSUB.MM cc: Priest Engineering Quality Rock Co. 13125 SW Hall Blvd.,P.O Box 23397,flgara,Oregon 97223 (503)639-4111 C,00 '0P- to e 0 A h< mi I cr _7 �� .�F.f/J�/� - • ,�.'i. i ..(. .v/iii./"i`7 �.1//�r."r Yt't'/�i� � ,r, �'. �i -/ CLJ#CSJ - /firs -A,' r&l W, w eel' 4,91e /C"-,L 0"1, W A TY.,on. PO 4 CAB LS TN/, tip .s r-A n 1: L 15✓F [_!NCS C ou2SF ffJM-1 Vot A-S i -eel F�,Mtv k.,X L i F��r -. 0 f ts PIP- • 'pe VOL r C.it .1 SiloCFAPle A Pr-rJs OHL MAIL96Y, 'S TPW65 I-L-4 C.efri r. G>LnI A P,0 rl "At, 0 e0kOIJACC, A r 6 '3i)AjD I RL CCF.64 tJ A elk, 1;f 6/v(�A-ICv 1 .5 REQUEST FOR ACTION CITYOF T16rARC LOCATION: � l r. PROBLEM: By: ..-- — — ---- ~ I Date: FORWARD TO: Administrator Police P.W. OPERATIONS -_ Building Finance —� Library Recorder Planning Other Department Head Response: —_—_ —-----------By: ACTION TAKEN: --- ----..__�.--- Date--- WHITE Return w!reply CANARY Follow-up PINK Originator IV O � 1 / � yl � � � ,1 I • 1 �cn � ( �y tai �$, ♦ ► T I _ �a PRODUCT IN I-DESIGNED EOR USE WITH COMPANION 771 DUO VUE•ENVEL CPE Tc T H C NBU 1 ,IN . ;in, _ MOO* DAi f lo/10/(1.)9__ _.__._..___.....__._ _ ❑ UR©EP1W _ R. J. ROUSE ELECTRIC INC. ❑ SOON AS POSS+BLE' LAKE OSWEGO, OREGON 97034 16320 S.W. Parker Rd. FILE NO. .;.:09,_ ,,,__ �__,,,_ � ❑ NO REPLY NEEDED P ATTENTION John Hagman ro Phone 635--d24 SUBJECT .. ' i and Park St Lights ' .. .,�.-_._.._._.....___.... .__,._�__._._._.... _._ City of Tigard _.. _......... P.O. Box 23?9' Tigard, OR 97223 MESSAGE St. 1 "ghting for the. subject job has been completed. -_ Upo,-1 your acceptance, pleQse send . copy of your acceptance to our office Vd_notify PGE to energize._______ - EPtr DATE OF '1131980 t:omm�nitr Dor�lupment _ Tj� Construction Inspection&Retired Tun. Carlson Testing, Inc. P.O.Box 13814 Tigard,Oregon 97223 CP-4633 Phone(503)6843460 POO "a REPORT OF IN-PLACE SOIL DENSITY TESTS October 13, 1989 Client OR-AK Corporation p,,,,,,_ Tigard Park So l Descr pt on 3/4"-0 Rrx.k from Morse Brothers Mox. Dry Density 121.0 Ibs.,'cu. it. Optimum Moisture 12.7 Method o; Test Nuclear 3411-B DATE OF T I I T T E S T L O C A T I O N tuv. LIFT P110 104-PLACE DENSITY 't fl wo FT. No. 4.C,."Vor (LOS./CU. FT.I % 1 C��F�C TiO• M t � Tigard Street Repairs DRY 10-12 1 Sta. 30 + 25 -0' 7. 1 132.7 123.8 100.0+ 10-12 2 Sta. 31 + 50 6.8 131.5 123.1. 100.0+ 10-12 3 Sta. 33 + 00 8.9 134.1 125. 1 100.0+ I — I I pemarki cc ' Quality Rock r City o� i'f`g`ara -- -" - -- -- -- - CAPLSON rESTING INC 4 ;Ab Date r T. V. & REPAIR REPORT T S R CORPORATION • P.O. Box 70343 Eugene, Oregon 97401 • (503) 484-1774 a CITY/DISTRICT Qual t BorkLOCATION--- q'igard Park �'�'NE OREr,ON CONTRACTOR—rp C R_roporati.oA_____ OPERATOR----Mark-Headley MANHOLE DATA SANITARY ygg -_ STORM MH no._. ( 1) 34-B-46 depth_ 91810 O-B 34-B-924 type—_ cQncrete 81, _ PVC 12' ( 0 ) leaks_ none PIPE SIZE PIPE TYPE JOINT LENGTH MH NO condition good Recom. Rehab. FOOTAGE TEE/WYE PROBLEM TAPE FOOTAGE TEE/WYE PROBLEM TAPE JOINT GROUT GALS FOOTAGE JOINT GROUT GALS FOOTAGE - 0+00 MH(1) 4-B-46 - --- 126 S R -- - - MH no.— 375 MH(0) 4-B-924 depth_ — type concrete_ — — leaks._ none_ -� --- �- -- condition good -- --� -- Recom. Rehab.. — -- PIPELINE DATA — -- ----- cleaniiness - --- alignment _ -- — ----— grade—_- — - -- --- age_ - - -..�- -- condition_____ ---`— - — a/n est. .eaking joints_ -- other — - LEGEND - BP = Broken pipe _ CC = Circumferential crack — --— LC = Longitudinal crack O = Break in grade L = Leak TOTAL FOOTAGE T V. 375' PT Protruding tat. ST - Service top TOTAL FOOTAGE CLEANED PAGE SL = Service IsN TOTAL JOINTS TESTED SR = Service right - R = Roots TOTAL JOINTS GROUTED U - Unpassable ?APE— 1 RUN 9 - -- Date---- (/f,os \ - T. V. & REPAIR REPORT T S R CORPORATION • P.O. Box 70343 Eugene, Oregon 974C1 • (503) 484 1774 w Gac�t1 � CITY/DISTRICT- ua2it,r-Roc1L------ ---- LOCATION__ _Tigard-.-Eark.---_- ,., CONTRACTOR -T- R-Corporation_- - OPERATOR_ Mark--Headley, -_-- MANHOLE DATA SANITARY__-_ Yes-- -_ -_ STOF M MH no. (2) 34-B-4-8 deptt —.71611 — C34-B-48 -f3-46 PVC 12 rr ( 1)leaks- none PIPE SIZE PIPE TYPE JOINT '-ENGTH MH NO condition grind Recom. Rehab.-_ FOOTAGE TEE/WYE PROBLEM TAPE TEE/WYE PROBLEM TAPE -- JOINT GROUT GALS FOOTAGE FOOTAGE JOINT GROUT GALS FOOTAGE --- -- 0+00 MH(2) 39-B-48 -- 122 S R MH no _1 256 S R depth_ 9'8 313 MH(1) 31-B-46 — type___ concrete — leaks none — condition_ good —^ — Recom. Rehab— PIPELINE DATA cleanliness_ - —_ alignment grade----- --- r — -- age —--- -- - condition -- nin est leaking joints other LEGEND SP = Broken pipe CC = Circumferential crack _ — ---- — LC = Longitudinal crack G = Break In grade L Leak 7r-)TAL FOOTAGE T. V.-_�1 !_ PT - Protruding lap ST Service lop 'TOTAL FOOTAGE CLEANED PAGE # 1 of 1 SL = Service left TOTAL JOINTS TESTED SR = Service right R = Roots TOTAL JOINTSGROUTED U = Unpassable - TAPE_ RUN--!-- Date-9-29-89 T. V. & REPAIR REPORT 94 T S R CORPORATION • P.O. Box 70243 Eugene, Oregon 97401 • (503) 484-1774 CITY/DISTRICT QualityRock __ - LOCATION Tigard Park --- -- CONTRACTOR T S a Corporation OPERATORMark Headley MANHOLE DATA SANITARY Yee _ STORM MH no.___ (3) 11—R-49 depth 34-8-4( C(C2 --1�type-- ( i ) 811 P V C 12r )leaks_—ponce___ MH NO PIPE SIZE PIPE TYPE JOINT LENGTH NO condition_ good — Recom. Rehab. FOOTAGE TEE/WYE PROBLEM TAPE T TEEIWYE PROBLEM TAPE JOINT GROUT GALS FOOTAGE FOOTAGE JOINI GRQ'JT GALS FOOTAGE - 0+00 MH(3) 34-B-49 ----- -- -- -- 15 — ---5 R -- - --- MH no._.—..-_2— — 21 S L depth__ ']1611 102 __ S R - - — type concrete _ 106 S L leaks_—_-_ none _ 136 S R condition----q0—Cid--- 141 S L Recom. Rehab.— 189 S L 248 MH(2) 34-B-48 PIPELINE DATA — — cleanliness— _ --- alignment_ -- — grade-_ �— — age_ - - - condition-- o/b est. leaking joint@ -- other -- - __ IEGFND -- BP = Broken pipe CC = Longitudinal cr creak I —� LC = Longitudinal crech L— __ — 0 - Brenk in grade L = Leek TOTAL FOOTAGE T V. 2480 PT Prohuding tap ST = service top TOTAL FOOTAGE CLEANED PAGE k — SL = Service left TOTAL JOINTS TESTED 3R = Service right _ R = Roots TOTAL JOINTS GROUTED TAPE 1 RUN___2. U = Unpaeeeble - — 4li A T. V. & REPAIIR REPORT T S R CORPORATION • P.O. Pox 70343 Eugene, Oregon 97401 • (503) 484-1774 A A CITY/DISTRICTality Rock -Tigard-park- CONTRACTOR— REG�� _ - ___�_- - LOCATIONT gard Park__--- -_- CONTRACTOR_ T S R Cor=ation O�'ERATOR_bark._H ate__-____ MANHOLE DATA SANITARY - es__ STORM MH no. ( ) 34-B-47 - - depth_ 9' DNO 34-13-46 type— concrete 8° PVC 12r ( 1 ) leaks none PIPE SIZE PIPE TYPE JOINT LENGTH MH NO condition— good Recom. Rehab. FOOTAG'e TEE/WYE PROBLEM TAPE TEEIWYE PROBLEM TAPE JCINT GROUT GALS FOOTAGE FOOTAGE JOINT GROUT GALS FOOTAGE _— 0+00 MH(4) 34-B-47 - - — 31 S L MH no. _l depth 91811 35 IS R - 89 S R type concrete — — 94 S L leaks none -- -- —� 132 S L condition_. good 137 S R Recom. Rehab, - - -- 251 MH(1) -B46 PIPELINE DATA cleanliness— alignment -- —. grade_ age_ - — condition_ %estleaking julnte-_ - — • other LEGEND -- BP = Broken pipe CC = Circumferential crack — LC = Longitudinal crack G = Break in grade - - L = Leak TL TAL FOOTAGE T. V. 251 r PT Protruding tap ST - Service top TOTAL FOOTAGE CLEAIJED PAGE # 1 Of 1 SL = Service left TESTED 3R = Service right TOTAL JOINTS -_- R - Roots TOTAL JOINTS GROUTED_ _ -__ TAPE 1 RUN 1 U = Unpassable — --- Construction Inspection&Related Tuts Carlson Testing, Inc. P.O.Box 23814 Tigard,Oregon 97223 J" No CP-4633 Phone(503)884-3480 REPORT Of IN-PLACE SOIL DENSITY TESTS Sept, 19, 1989 Client OR-AK, Inc. Project Tigard Park Soil Description 3/4"-0 Rock from Morse Brothers/ 1 1/2"-0 Rock frcrn Morse Brothers Max. Dry Density 112.9/123.*5./cu. ft. Optimum Moisture 12.5/7.5* Method of Test Nuclear 3413.-B L"', OI TllT rite. IIrI I N ntt0 IN-PLACE DENSITY R T E S T L O C A T O T[ l x0. p0, OIl TUAr IIU./CU. 01T.1 1 CSM��(TIOY 9-19 i 10' form drive, lot 22, Joy Place 8.8 127.3 117.0 1004. 9-19 2 10' from drive, lot 23, Joy Place 8.1 132.9 123.0 100+ 9-19* 3 10' form drive, lot 12 Cecil Place 12.7 126.1 111.9 91.0 9-19", 4 6' form drive, lot 2 r_ecil Place 12.4 130.6 116.2 95.0 9-19 5 15' fran drive, lot 10 cecil Place 13.2 130.4 115.2 93.7 cc: Quality Rock -- ty of Itiplaid — - -- -- 4�LA - - --- -- m I i n 113 a U#Umen t CARS SON rEST1NG INC w w APPENDIX 2 AIR TEST DATA SHEET ^� Owner (Name of city, district, etc.) T(-�1/�sA�� ?A-9-j--No. � G Identification of Pipe Installation (Job name, location, contract number, etc.)`jC3rc�-� rA-� _ s Fleld Test Oat (To be filled In by the Insoectr,f) -+ Oate:_ U/ E-1 Specified Maximum Pressure Drop: S A 7� Qpslg Identification of Pipe Material Installed_��G Ploe Under i%st Specification Time Field Test Operations Data Pressure Time Allowed Start Stop Ellapsad Pass Upstrearn Downstream Dla. L`n9th Refer to Initially for Pressure Test Test Tlme a MH sta n MH sta • O L UNI.6-6 Raised To to Stabilize Pressure Pressure (mla:sec) Fall (In.) (It.) (min sic) (pslg) (min) (0'19) (Pslg) (P or F) cas t C 3' -; 4 2 00 3 S 3 ZS �' z o P I � Inspector's Name and T'tle: K'Ad?,CK) Signature of Inspector:_ It a section rails, the following Items Should be completed• Identify section(%) that Palled _ _ Leak (was) (war nit) located. Method used:__ Description of leakage found: Description of corrective action taken - A For test results after repair refer to Test No,� - Inspector This data sheet may b•a used in conjunction with Recommended Practice UNI-111-6. The Uni-Bep PVC Pipe Association is interested Ir; evaluating the testing of sewer pipe ittsta'JVions with low-pressure air.The purpose of this"Air Test Dvta Sheet"is to assist in obtaining information from fold trsfing of se ver pipes :: evafuaLing tho, sewwell as t, assist the community in sew'er's acceptability. Fug sized (415 x 1 1') copies of the above "Air Te,,( Data Sheet"are available free Ptcharge upon r��uc,t to Uni-Bell, The Uts that PVC Pipe Assn to:on sugge.ts tJtat one copy of the cornileted sheet be retained for your files and requests that one copy be sent to: Uni-Bell PVC Pipe Association 265-i ' illa Creek Drive,Suite 155 Dallas,Texas 75 234 t ulnlnunitp 0111Moprnenl APPENDIX 2 AIR TEST DATA __ SHEET Owner (Name of city. district. etc.) � Ary--L' Ary-- (("'�r" or> -C'IUsJ Test No.�_� Identification of Pipe Installation (Jab name, location.Contract number,etC.) Field Test Oats: (To be filled In by the InspeCtLl) Date:_ `ll lzlt� Specified Maximum Pressure Drop: O's —psl9 Identl'Ica:lon of Pipe Material Installed IO (�- A►STM c> -3p34 Pipe Under Test Specification 'Tim• Field Test Operations Oats PressureTime Allowed Start Stop Ellapsed Past Upstream Oownstrea m DIa. Length Refer to Initlally for Pressure Test Test Time or MH sta • MH its • D L UNI-B-6 Raised To to!7!ablllze Pressure Pressure (min:seC) Fall (In.) (II.) (min:so!c) (ps19) (min) (psl9) (Ps19) (P or F) 311.14 4.4 7 4 0 3 0 _ 3 .so 3:so '1: zo `} 30 53 31(40.S) 4100 3 I T o:-}•S 6 34.5. drb 8 24a.y 3 41 1 .5 1J1 14 u b tJ A N 24-s I! S3 _ 34 r3 97 34 5.44,o g Zt9. 3 47 4 , o I ao 3 so i.s0 CB, 230 S3 I nsPector'•_ Name and Titles ROT i P 1� Signature of Inspector. If a section falls. the 4e1lnwingg Items be com pUted: Identify so-.tion(s) that tailed 3 i Le+sk (sae*(was not) located. Method used:__ Description Of leakage found:_ St_1S43t t- (_pr•fTr- Description Of corrective action taken:—5 ��a+.,1 h; «� -M � U P tSl. wQ For test results after repair refer to Test No._ 2. — Inspector ----------------- Thu data sheet may be used In conjunction with Recommended Practice UNI-131•6,The Un)-Bel!PVC Pipe Association is interested in evaluating the testing of sewer Pipe installations with lOw-pres+tue sir.The purpose of this"'Air Test fats Sheet"is to Assist in obtaining information from field evafuaLing the sewer's acceptability, tettirg of sewer pipit well As to assist the community in FuB sized (ASS x 111 copies of the above"Air Test Data Sheet"are available free of charge upon request to Uni-Bell. The Uni-Ball PVC Pipe A.uociation suggests that one copy of the completed sheet be retained for your tiles and requests that one copy be sent to: Uni-Asti PVC Pipe Avociafion fw�::;tiVEU 26S.i s. ills Creek Drive,Suite ISS FI 1 J 1�8(� Dallas,Tex as 75234 C'mmunity 09"10pr•ent kkkz ouv, cc"CL 21;L,j ct ft�cLrd r)at-� 1 � C.A.(i C-) u4-r"A VlvGl vq tl ll� �( r /� kviI uCLVjLt-(-tv +V--Q-MO-4A 4U(t 41c VOL S oA �lr�, V' L."Cxj vla�4 f-tN-le !ter^,, - S'�/�'VL 72- Rb 4LJrlY �-emL 1J (� 4�-d �s Ir �a� � 1 i i RICHT OF ENTRY 6mialuniq Dudopment In and for the consideration of the improvement or the general and specific private driveway, we, the undersigned Joseph Jacobs and Glenda Jacobs hereby grant to OR-AK Corporatica, for the said improvement, permission for roadway and related construction located on Tax Lot No. 800 Tax Map No. 1 S 1 34 DD This permission is not to be construed as a grant of land, but only as a . trespass permission as set forth in the preceding paragraph. Signature of Witness ,,UVature of P rty Owners STATE OF OREGON 1 County of Washington Be it Remembered that on this day of , 19 , before me, the undersigned, a Notary Public in and for said Cout.':y and State, personally appeared the above named and , who are known to me to be the identical individuals described in and who executed the above instrument and acknowledged time that they executed the same freely and voluntarily. In testimony Whereof, I have hereunto set my hand and sea). this day and year last above written. Notary Public for State of Oregon My Commission Expires: femmun�ty R::re;aprneal ' 4 1 July 31, 1989 ' ' 11 e•(�,� 1;ITYOF TIIFARD OR-Ax Corporation �c OREGON 1�•,•!1 a c�t., . Mr. Gordon Hobbs J P.O. qox 2302 Lake Oswego, OR 97035 ! c , i Re: Tigard Park Subdivisio Dear Mr. Hobbs: This is to verify, per your, request, that: 1. Each lot will be situated on a concrete or asphalt surface road which has right--of-way anc, improvements, Includf. curbs and necessary and adequate drainage structures, together wits means for operation and maintenance, which meets the standard3 of thr City of Tigard, Oregon. 2. Said subdivision, whF:re necessary, will have drainage structures and fill designed to preirent flooding as approved by the City of Tigard, Oregon. 3• A municipality owned disposal system will be available to each lot at the lot line, at the time of sale or lease, which meets the requirements of the Environmental Quality Commission, with capacity to serve all lots in the subdivision. 4. The improvements rev_u.ired to be constructed by the City of Tigard, Oregon, are under construction. 5. A subdivision Compliance Agreement and Performance Bond has been executed by the subdivider and has been acce;ted and acknowledged by the City of Tigard City Council thereinr•gard completion of the improvements; said documents are on fill in the City of Tigard Recorder's Office. I hope this letter larifies the matter for you, regarding documentat.'_on/verificatiion equired to be submitted to the State Real Estate Division by each subdivider. Sincerely, John S. Hagman Engineering Tecttnirian br/Tig-PK.JSH 13125 SW Hall Blvd.,P O.Box 23397,Tigar, Oregon 97223 (503)634- '171 --- 13125 S.W. HALL BLVD. 'oorl P.O. BOX 23397 11, CITYOF MAW TIGARD, OR 97223 (503) 639-4171 OREGON TO: FROM: 7Z— MESSAGE o/' IGNED- s DATE— ell, REPLY DATE--/ PLEASE RETURN ORIGINAL COPY WITH REPLY. KEEP PINK COPY FOR YOUR RECORDS. FILE COPY Construction Inspection&Related Tuts Carlson Testing, Inc. P.O.Box 23x11 flgord,Oregon 97223 Phone(503)W4.3460 x08 no CP-4633 REPORT OF IN-PLACE SOIL DENSITY TESTS July 20, 1989 Client OR-AI< P.oieC1Ti.gard Park Sol Description Brown Clayey Silt Max. Dry Density 100.7 _ lbs-.,"cu. It Optimum Moisture 20.0 4e Method of Test Nuclear 3411-B -- D-It OF Tl/T uu ■o T E S T LOCATION t't "/ onrvu uss.icu r?.l x It M0. % Ceu r�r ri0w M 1 7-18 1 Tigard St. Sta. 31+75 ISG 1A.8 85.9 °5.3 7-18 2 Tigard St. Sta. 32+25 26. 114.9 90.0 90.E I Remorlrs cc: Roy Priest —._--Ci*y OF Tigard _ -- - --- — - a i CARLSON TESTING INC LEGEND { W", : P O' S� W n l4'(A$I# /#V �' k, . .._.,.....a....map 21® AL DO CASL E • LIAVC CW J?7N6 fF2 AL rX 4UVAZ Te RO , � --... 3-2AL D8 CAKE SP LICL Tb NLW 2' 3 AL XL 2-24. D8 CABLE I'Y 8,, fleu , WNW- ...-. 1-2AL 06 CABLE ---------- - F. �_� ,, 1-18 fJX C41 S T 1.7, MIRE � SECONDARY CA13LE SERVICE STUD TOP NIO. I S HOT LEG BOT T CMM NO. IS NEW RAL i .. ... . FULL CIRCI F INDICATES 7 P "k� ►'Je�� I i 9 WUTRAL 15 CONNECTE;� I Z.}U. j �b� S„I,,, TO TRAWSF'ORlMEFt P.i.fS SERVICE STUB SWITCH VAULT / HALF CIRCLE INOMATES SERVIC F HAS COMMON �. V1 NEWRAL PAD VAL& T AND TRANSFORMER /42YZ, 1 4 V''; '� - y �► L-A --- r� O a STREET LIGHT BA AP STUB FOR / FUTURE - -_- --- v 0POLE � AND IPM WS FIXTURE V � 4 1 20 7" WN c1'w1v7_xy - i �T 'Au_ H' W 640AZ N 14 p` { y 4 I , I _ �. _-_.--4..�.�.. _, _ 1 1 ;- NOTES , � s.. N . .. . _-_ .._ _... _.__ _. .. , 1. COST �( OR PGE c y TO pFNr N � 1114T, ;,IU l O 8 2. ESTIMATE Q KW H / `��\� .� w►- 3. .__ FT FRONT, ___ .__ FT SIDE, \ -,% � ! • AND RE LOT EASEMENT PER PLAT �-- ✓ — FUSS C.f'bt.N R�1A1 � 1L� Det 6. PAL vAvL- TD SL Sty' M I~ri►�tl_, �rmt- ' LT' G1 :1� T` �4T' ;ttA�� J I� 8�. y►' Ntsv(: :.� i� , 2. 1 1 1 � ! -�- -- _� CROSSINGS 0� I 1-Z' PVC F GE - 13 PVC GE P I M I y f ! O © 1-4• PVC PGE CD 2-2- PVC PGE - i 08 V?a © , 2-4' PVC PGE o ` V.0. . 1 ''I° DC) \MITTIA T04 W 60-77_ 1-24 PVC PGE 1-4' PVC PGE T-09 P66 � � 1-20 PVC PGE ` 0 1-y" Roft &vRL Enk Ar6 2-40 PVC PGE ► S . T G�� P6E fo PROvi0k AIS UL cuSr 4 15177- UH' 2-2• PVC PGE -- 2-40 PVC PGE i `.. CU PRI. 1 2' CATV > ALL ! 1-4" TELCO CROSSINGS SBy� W 1 15 Ttt hV , u PRDV►XD y�4J LA vPuI_ LZ I.�1042&b v P4D 1'vA(OT i . cif 1 �, �P Y 11 T ill a SnKVA A /11 � YrC s �_-_ N �__. --__ _ ' �. IVEL._. W VA RU DNOW i74LT `)E k TJ' _ 0 N 71cWD 7 49C. 36' «9y F fi - ' TMST: I- LL" PVC- dMir PI)LL (�E-r S• 1 I4 4 0MA18 , ., MW TAA 1- !11` CuTDUT' F- IgDr �t7,) ftZ Q DOW �4 P -S $?DAAW V SW TI Ap&h sr (AI iTH b' MftT ftp-m.. i SW CECIL P L . PRIM Nf-,Y ONE- L_� NL SW -TOY PL -- R/w TRENCH 6 i DETAIL I �w �- eyLa,r Lij T )�E 1 lU 111 w SoKVP+ � 6KCs i A 4 ft' JPAD , { 1 A LA` w THE EX 'AVATOR IS REOUIRED TO PORTLAND1, GNERAL ELECTRIC COMPANY OBTAIN t OCATES FOR ALL UNDER 1 5. " � �� EXT: WESTEW1 � . . I REGION [�R�JiJNU ► ACIL1T1E5 AND TO COMPI � i � . . S W16 S`j' . ��"O �Z-,��U► �..�........._. ..-.__._.._.___._..• ._.._ - _-` PH. 643-5454 14655 S. W . OLD ' WITH OTHER PFtOV i S 10N5 Of � ----. _ _. --- ------- --- _- `. _ SCHOL L S FERRY RO. , BEAVERTON 97007 � 8 +� BR •��SPUWLE DATEj.II�`t� TITLE . E82. IRC -,,.,. LA 11 yl.D CATREF •NO. BI_KT . JOB NO. , J tNAF1ER 599, OREGON LAWS 1987. S ` Y , - CD R -- _ _ .Up _ CHK, . DATE 215 Z.S 1_0 S C I RC1'1 T 13 ala 1 SE C T I ON ��1 v_sjgb SCALE I -- = 5 D ' 5Y ADDR: S W 7- 1 (, R R � 's-1- _--- -- _REV . DATE APPROVAL TRAC I NG �� Z(jV) T I GARL PARK T1 ftiAQ L� ('_`)� 3 OF ^ 224ISM&te - .. i l l � � I � Iq� tI � � 1I IIt< iii IeT�'TI4M�tr�1 � ; I � I � I � It � r� � il � � iii ili � ili � li`n�w.�' li � Ii �:'dili: i Jill -11 Ill fill rii� 1��I � + _ NOTE : I F THIS MICROFILMED i�• DRAWING IS LESS CLEAR THNN THIS NOTICE IT 1S DUE TJ THF QUALITY of THE ORIGINAL DRAWING. 0,; 62 B?, LZ 92 S2 tr2 CZ 22 OZ 61 81 LI til S1 fI EI 21 11 01 6 9 L 9 S b E 2 �w,+�,'.•►• �►�,11111�11111111�I��t��1��{It�1�1111�11it1i111{t��ol��tli��iliiiilii��iriil��1�111{1111i11�11►11111111,11�1111111111f1�11111111�111111111�1111i111�11111iit1111111�I1uI11I1�iItI�IIIIIII11Iull�rl�l�� 111��1,1�111111111111111111111111�t1�t�llllJ�111ttJ11l�11.u�llll�l�ll�I�IIII TTTT qv n 1,. , 1, f �, . �.. �.:.,.�..�,,w:,, .. :; •.:- i '''.. ,., I�g91�.;,, J...:. I�',1. In�"�I ITMi �c4:L'�;;',, .. - ..- . .. , .. .... �.k#' 4�.n�•':��r,� 7 • .1 1 J I{I � conEAruction plans T 1GA'n'"% D PARK TIGARD, OREGON t 1 I 5 : It r t -;Ll ct.iD ITU NkAN_ < 1 , .119 •, I' _ `. F Z :1.;>^•'.Y c N J HOLD-s 1 I > _ sNVE511„i•I ! SC .r -Swl j 3 SW iiC6lUFIG TA ,.r,d Q --- > sLl PuvW4ou o 0 COTTMAI i --,IN. - �`�LOUR__. Y¢ I> TI.,• 1 NN�� '�W �QQ w c OCi ! 1 �.f � q• C ^SN S 7104WJ90JJ >rt 1 AN7ANITA .� y tiMut`Na +0, 1 zl:r s - - �^ St, i' l";•EK D.+Y a5'` SW N DAKOTA It ST fid/ 1 r�k.� 811PlHEl HT 1 r_q_ S 2 _ iEF ELD Sr •.l<q)1r ITE St 5 t a�! +Q;"1 _ ':-J In ��.� { P 'f6 FH ! ,:� Su,l�/.�''`✓' S4�I Ia SbYJ f lti<,N S1 ' SW BRITTA „� S NY 3a P (lG�� - ti I z1g� { d 9VMiRE51(WF 1N• 5 I J O r f T T � N< •�PL.�t I• I MOPNING H,..LI DR t�yfc► � Y •' tW�W< 41_ HE lyE { t/,FHhorat tl !, Ley u,1.= !33 •'+61s'V �;'-1 f r..ry / d_ C``�� 8'1`e�fJ I'1 N` y• D J/,i w �3 Ei SW v .�r.�_ .-.-_� — ��...�..��...�... 7 ..•. �., W NtI CT�' 1! Y/S' fn •ww.• .W �t1 _ r 1 N i SW WAL ' I IQ o „ �( , ,n•: SVv ERPO T I� 1- I E_�I Lt � 1(000 $It >Y\l_J 1 ALNIJI� ' s Y> 1Y 11 I SLY F Ile <tXAMEN-� 150ANEP 1 �,"t^„1 'SPP Y1 N D ` _ �n I I ,/f SW F NER �s�J Je 4 I St 1 I O I /SWrJAMES ✓H a rf bs. N' Pv OE Ci DELL TV, ,r 1iDS1NSW MANIUNAT n ” , PAS ^ { ? P 1 Y rt yY.^ IQ A!;A k SYJ II D F. ^ � .�,tQQ $'N IAID(�M•A�VEN Si N $F. �•r. j ,� 1 F SW �a ING "I" CO � � �tA1RYh•.-N IN � �iAV 5� + w lJHI I { ( I , QA 1) I.. $y SAN�44 1..... a T S'Al1Mp.Y1' !N VI(WMWNT �{�,Pl � —SSW HIGH rt rl DP L.,�„�,�.�—T 411000 S r� ,rJ�w t } > ;a •,,y Q a ( I (�0 4HILLY.� yy -- a / g > K < - MCF R aN 1 9w ISI b L MIN I 11 UW W �u SYJ Y C ( a YF TER tE _ , ILd o:,� q F JNDOCM --jS IfS- St!, :�.� r1 d VICINITY MAP OR ~ HLE COPY,AK CORPORATION APPROVED FOR CONSTRUCTION P. O. BOX 2302 CITY OF LAKE OSWEGO, OREGON 97035 _ RIESTpENGINEERING (503) 6845340 S.E. Hacienda St. • Hillsboro, Oregon • 97123 • (503) 649-29276541. TIGARD PARK 4 r)'F � r► �r •--... _ .r �. .."•;�IIIi..�"-r..+rw-.."�flf1,,,,,�'"'�"�'r"",.�. Y ., ,. . � ,C.�i a;t+,�ttrSar ;y - .'*. �-„ . �� rlrlr ��t�irl��ll��l►�}Ir�l•t�rl��lrii�ilr�r�il1� rtlt ( 'f(rlr�rit�i) �Ilrli! itrlLillililr�Ylilrl�ti�rtrlrtr�it�liti�ililitil�tili�i�itilrti ilr�rtr'itilrr�lrtrl�t►�rtrl�ii � """"""__"""""". ,, .. � � , NOTE; IF THIS MICROFILMED 2 3 4 5 8 7 8 0 to t t 12 _ DRAWING IS LESS CLEAR THAN 1 THIS NOT ICSvo—TT IS DUE TO Qw TY OF THE ORIGINAL. 1 ez [z ez SZ Iz Ce zz 13 Oz 61 91 LI el 51 bl EI z{ 11 01 d e L e S to E z I"•'�” -�' � Enr�rirl�m�iwluu�nuln+i�uilnt�,rr�rlun�nr+lru��i,uluHh�Nln��ulu��lrurlrrir�rrtrlrrtrllrulu�ilrrulirn�iarrl►��ulr1 r�nuliW��ur�lrtrrltrrtlm►�tttdutt�m11tM1�MIr1�gl��uulnn�riulrur�rrrrllw�Ui�uuluu�lul�uu�llubw�tWlutr I JULY 1992 t r,. I a, rt+4r'ht,M+6:"rr.k�dfi6Lii( �? "u; foac��r ' -7/ `t e s�w2•,�5� sC�M b Ivy tF 11 11 �V•� 1 •1 ,1�y� PR I E S T <.> E N _G _1N E E R ING July 20 , 1989 Mr . John Hagman ULU City of Tigard D 13125 S.W . 'Tall Boulevard Tigard, Oregon 97223 Re : Tigard Park CITY OF .TIGARD 1501 - 0201 Dear John: The following represents the Engineer's Estimate of work to be completed at Tigard Park subdivision , as of July 20 , 1989. This estimate is based on the original Engineer ' s Estimate modified and approved by your office. WATER SYSTEM No. Unit Iterr, Item_ Item Description Units _ Units _ Cost — Total 1 . 6" T-7DI Pipe , Class 52 LF 560 $14 . 50 $8 , 1.20 . 00 2 . 8" MJ x 6" MJ Cross EA 2 $375 . 00 $750 . 00 3 . 8" MJ Butterfly Valve EA 3 $450 . 00 $1 , 350 . 00 4 . 8" MJ Solid Sleeve (Long Pattern) EA 2 $100 . 00 $200 . 00 5 . 6" MJ Gate Valve EA 2 $475 .00 $950 . 00 6 . 6" MJ x 2" IPT Plug EA 2 $200 . 00 $400 .00 7 . Fire llydr.ant Assembly EA 2 $1 , 250 . 00 $2 , 500 .00 SUBTOTAL - WATER SYSTEM $14 , 270 . 00 STORM DRAINAGE SYSTEM No. Unit Item Item Item Description _ Units _ UnitsCost Total 1 . 10" S. D. w/CL . 4 BF LF 70 $13 . 75 $962 . 50 2 . 12" S .D. w/CL . 4 RF LF 207 $20 . 65 $4 , 274 . 55 5.440 S.E. Hacienda Street 0 Hillsboro, Oregon • 9721.E • X5031 649-2927 Page 2 Mr . John Hagman Tigard Park July 20 , 1989 No. Unit Item Item Item DescriDtior ___ Units Units Cost Total 3 . Break into Catch Basin EA 1 $1 ,000 .00 $1 ,000 . 00 4 . O. S. Catch Basin EA 6 $700 .00 $4, 200 .00 SUBTOTAL - STORM DRAINAGE SYSTEM $10, 437 . 05 STREET IMPROVEMENTS No. Unit Item Item item Descritition Units Units.` Cost___ _ Total 2 . Excavation & Embankment LS 50% $7 , .500 . 00 $3 , 750 .00 3 . Curb LF 1 , 647 $4 . 25 $6 , 999 . 75 4 . 1 1/2" Class "C" A.C. SY 3 , 150 $2 . 67, $8 , 410 . 50 5 . 2" Class "B" A.C. SY 3 , 150 $3 . 53 $11 , 11.9 . 50 6 . 2" Top Rock , ( 3/4" -- 0 ) SY 3 , 150 $1 . 10 $3 , 465 .00 7 . 7" Base Rock , (1 1/2" - 0 ) SY 3 , 150 $2 . 95 $9, 300 . 00 8 . Overlay existing street SY 453 $4 . 75 $2 , 151 . 75 9 . Excavate Existing Road to new S.G. (Sta . 4+75 to 6+00 ) CY 75 $5 . 00 $375 . 00 10 . Surfacing, Class "C" A.C. , 6" thick ( ka 4+75 to 6+00) SY 334 $12 . 00 $4, 008 . 00 11 . Sawcut LF 400 $1 . 00 $400 . 00 12 . Street Lights EA 6 $750 . 00 $4 , 500 .00 1.3 . Sidewalks SF 8 , 235 $1 . 70 $14 ,000 . 00 Page 3 Mr . John Hagman Tigard Park July 20 , 1989 No. Unit Item Item _ Item Description _—__Units _Units _.Cost ___`__Total Traffic Control & Monumentati.on LS LS LS $2 , 500 .00 SUBTOTAL - STREET IMPROVEMENTS $70 , 979. 50 POWER/TELEPHONE/CABLE TV IMPROVEMENTS Item Item DescriAtlon____ No. Unit Item Units Units Cost Total 1 . Power Crossings EA 2 $630 . 00 $1 , 260 . 00 2 . Trenching/Backfill LF 1 , 450 $1 . 00 $1 , 450 . 00 3 . transf-rmer Pad EA 6 $275 . 00 $1 , 650 . 00 SUBTOTAL - POWER/TELE/CA TV IMPROVEMENTS $4 , 360 . 00 SUMMARY WATER SYSTEM $14 , 270 . 00 STORM DRAINAGE $10 , 437 . 05 STREET $70 , 979 . 50 POWER/TELEPHONE/CABLE TV $4 , 360 . 00 TOTAL $100 ,046 . 55 The preceding represents work yet to be completed for the public improvements for Tigard Park . If yo;, have any questions , of need additional information, please call me. Sincerely , PRIEST ENGINEERING, INC. Roy J . Priest , P. E. President 405 DC llea1 rT . 659 04Z loo�� r 41 t■t t � Corstrtrction Inspection R Related Tats Carlson Testing, Inc. RECEIVED P.O.Boa 23814 Tlgard,Oregon 97223 P" NO. CP-4633 Phone(503)6U-3190 _. REPORT OF IN-PLACE SOIL DENSITY TESTS July 6, 1989 Client OR-AK Corporation Project Tigeud Park Sol Desr, prion 3/4"-0 Rock from Morse Brothers Max. Dry Density 121.0 lbs./cu. ft. Opti,num Moisture 12.0 % Method of Test Nuclear 341.1-B DATt OI Tt1T At ueN51 71TT Till ro TSE S 7 LOCATION tuv. urr ourunt i�lt.icu rT.i x WILY DRY Joy Place 7-5 1 Main 2 Station #101 -18" G 8.2 127.6 118.0 97.5 F7-5 2 Lateral @ #207 -18" , G 9.2 125.5 114.8 94.9 7-5 3 Main @ #75 -I'FS1 6.7 1.22.8 115.1 95.1 7-5 4 Lateral @ #91 -2'FS 8.5 127.7 117.6 97.2 Cecil Place 7-5 5 Lateral Lot #9 FSG 9.3 127.4 116.5 96.3 7-5 6 Main Lot #10 FSG 8.7 126.6 115.9 95.8 7-5 7 Lateral Lot #11 FSG 6.9 126.4 118.2 97.7 7-5 8 Main Lot #12FSG 8.1 128.4 118.8 98.2 pem0,Gs cc: _Roy rriest City Of Tigard -- ---- __---- - - ua 1 Y ocTc ___ -- - CARSON TESTING INC APPENDIX B RECEIVED D veloper - Engineer Agreement JUL 10 � City Engineer J 13125 SW Hall Blvd. PO Box 23397 Tigard, OR 97223 RE: Ticlard P,irk _ (Name of Project) Dear City Engineer: We hereby certifv that Priest Engineering, Tn(_. Name of Engineer) has been retained by OR-AK Corporation Name of Developer) to perform the .following Hark pertinent to the above project. }... €ter .-..E he drve n.—or -Te*:fy—th --sting sarue14ng-4mat ion-M-9- 41e�aess4r-y-4-or the d--.. -fhr 2. If necessary, provide for the expertise of other engineers such as soils or structural engineer, and, also, oversee materials and systems testing. 3. Prepare construction :irawings in accordance with the City standards and obtain the City, and 1 - applicable, DEQ, County, or State approval of such drawings. 5. Provide adequate inspe,tion to assure compliance with City Specifications, and keep accurate fiel.? notes in erd.�r to prepare "as-built" drawings. 6. Upon completion of construction provide one set of as-built drawings on mylar to the City. 7. Upon completion of c( nstruction provide written certification that all Improvements are cor 'lete in, accord with the approved plana and spec ificattons. 8. Obtain City approval 1' for to any substantial deviation from the approved plans. 9. Resolve engineering an( construction related problems as may arise. We agree to notify the Cl� v immediately if the above agreement Is terminated or if the Engineer for any reason is unable to perform the above duties. Developer- Oc:r on Ho s, reg. gineer oy ries , s. C.. �, .. /�Zb, Date Date br/3438P it-1 -PAGE 33- RECEIVED Carlson Testing, Inc. JUL 06 1981 ( ,rmtnritiun lnsprrhrm X Hclarr,!!<<r, PO Box 23814 'ngard,Oregon 97223 #CP--4633 Phone(503)684-3460 Poo No REPORT OF IN-PLACE SOIL DENSITY TESTS June 30, 19 1) C I ient__ OR-AK Corporation Project Tigard Park Sod Description 3/4"-0 Rock from Morse Brnthers Marr, Dry Density 112.9 lbs./cu. It. Cptimum Moisture_ 1' Method of Test Nuclear 3411-B v.rr of rtST TEST LOCATION IL ,.rrr "r0 �r+ �L A C E D t Ns.Tv rrfl w0 Oq run( ILtrs./Cu. rT.l IT. MO t !•u•.r. nr. - "r — 6-30 1 Joy Place, Sta. 7 + 25, Main Line 1'op 113.6 105.9 93.7 6-30 ? 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Hal ": Blvd . Tigard , Oregon 97223 Re , Tigard Patk S . W . Tigard Street Sight Distance 1�,01 -- 0201 Dear John : ' liavG reviewed the stopping sight distance at the crest ,.;rv,, along the frontage of Tigard Park . The sight distance iiialysis was performed based on a design speed of thirty - fr „�. ( 35 ) mph for traffic on S .W . Tigard Street . The inlnimutn stopping sight distance as required by A Policy on "car.�et �.ic Design. of Highways and Streets , AASHTO, 1954 , for ' he thirty-five mph design speed is 225 - 250 feet. (Table ITI 3? ) , r,aF.F d ori the existing pavemen..t elevations developed in I.'tvfile from s .icvey data supplied by Clarence Barker , Land '' lrveyor , the existing crest curve meets the minimum : —p-ii cements for stopping sight distance and no 1 --onstruc:tion of the crest curve is necessary for stopping sight distance reasons . The redesigned plans for Tigard Pit ' , therefore, reflect a "no teconstruction” f-ondition for W . Tigard Street , and improvements to S .W. Tigard Street ,31F, �'Oilfined to the widening and transition tapers . Tf you have any questions , or need additional information, call me . Stnretely , 1'RTFST ENGINFFRIN,, � �0PF��`� A. fray .i . Priest P.E. v � ,,c : Cordon OR-AK Corpore".ion 5.340 S.E. Hacienda Strect • l illshi�ro, O:ci;on • 97213 0 (50.3)649-2927 r ... .__..:M..µ,....n..,... ..:. _ _ ....... ...:.,. _...:...... ._�.... ....�.. .,. ..._ ...0....w..:......u.'..W.y:w..:... .uYWY 1WIi0WY4XMWaY __� � 1 Tt�lS P�r1D �S )w-r- MMK- W e- ash cunkfn.A R, Comet'" EST.(S`t}VAvet. L`i l f- e:wy t Sly t►.1Gg W NAT REMA►1.1 OQ I-Re OR14►whL. -�, EXP►.A►►.�E'U "c 1-15 �b �oRN �►e� s Ca. 'ZUDI�Y . ALSf� Vt=R'6ifkgC IN gcN1J 1 t`Jc3T" c�>KR.lsC�� •� P1.�.1J IS �I tJU R.Ev 1`.;�:'.'p bus to bmc w Q Va ur►rt MAOI c,►ut►.fir~ . LETTER OF COMMITMENT ( Performance Bond) We have received from Washington federal Bank ( lending institution) a loan commitment in the amount of $167 . 512.00 , to finance construction of subdivision located in the City of Tigard, said subdivision being commonly known as Tigard Park. This loan �:,onmitment is specifically for construction purposes for: 1 ) public streets, including driveways, aprons, sidewalks, lighting and curbs 2 ) sanitary and storm sewers 3 ) domestic. water 4 ) underground telephot.e and power. All such improvements are to be completed in conformity with City approved construction plans and the subdivision compliance agreement thereingard. We have agreed that. disbursement of the $167 . 512 . 00 will be made in accord with the following schedule upon completion of each, or all , item( s ) ; but not including the hold-back described below. ITEM AMOUNT Street and appurtances 73 , 240.00 Sanitary Sewer and appurtances 29 , 787 .00 Storm Sewer and appurtances 18. 377 .00 Water Line and appurtances 14 , 270 .00 Underground Telephone & Electrical 8,860 .00 We have entered inLo a "Subdivision Compliance Agreement" whereby we have agreed to install all improvements in accordance with the requirements of the City of Tigard and we are hereby authorizing You to hold the above-stated funds to pay them to us only when the following has been adhered to: That the City of Tigard has provided certification acknowledging completion of any or all work purzaant to the above itemized schedule of improvemen:,s . Pursuant to the above schedule, 10% of the commitment funds ( i . e. , $16, 751 . 20) will be held back through the normal one year guarantee period or until final City Ac,;eptance of the project takes place or until the City is provided with a separate maintenance bond, effecti%e for said one year period from the date of City tentative acceptance of the work, to assure continued freedom from defects , and maintenance , during the guarantee period. Concurrent with the final release of these funds , establishment proceedings will be instituted. It is understood and approved by all parties of concern to this i.etter of commitment that the City of Tigard, in the event of any defect. ( su or failure( s ) to correct such in ?he construction of the required improvements. It is further understood and agreed that the aforsaid priority of claim is paramount to all parties including the lending institution making the loan and that the lending institution has covenanted and agreed that the sum of $167 , 512 . 00 less disbursements approved by the City of Tigard shall be held available to satisfy and are mentioned claim by the City notwithstanding default on loarr by borrowing party or termination of loan by lending institution. DATE: Sincerely yours, OR-AK C__o__rQQporat 'on, Inc . Approved and Accepted: BY:- �d Goron Hobbs , President /it,tq&s, Fwt,Gri Sau_y�_ .�r,,,� Don Mor ' s ette Bu ' ers Inc . ( Le g In t1t,U1 ' On ) BY: 0 B1 ' `—•- Doti issette, President ( Title ) Vice Pemoex-"t Address : poi S0 oce'tW ACKNOWLEDGEMENT: STATE OF OREGON S. S. COUNTY UF CLACKAMAS THTS CER'T'IFIES T AT ON TJJE t DAY OF �, 1989 , BEFORE ME At . EAREDWHu B 'ING DULY SWORN, ID SAY 'THAT HE IS THE PRESIDENT OF _ (- AND ACKNOWLEDGED TO ME THAT HE EXECUTED THIS 0CUMENT ^FRE Y •AND VOLUNTARILY. :�1-1'�.A-1 l Irl . �� ► ►. �_ NOTARY PUBLIC • F R OREGON MY COMMISSION EXPIRES_:�431 ACKNOWLEDGEMENT: STATE OF OREGON S.S. COUNTY OF C,LACKAMAS THIS CERTIFIES THAT' ON THE L'�dDAY OF + 1989 , BEFORE ME APPEARED J22f&&) , WHO BEING JPULY SWORN, DID SAY THAT HE IS THE VxxPRESIDENT OF (,dga&.� dZ&d4ag i _ � AND ACKNOWLEDGED TO ME THAT HE EXECUTED ' HP 1S DOCUMENT FREELY AND VOLUNTARILY. NOTARY PUBLI ` FOR OREGON MY COMMISSION EXPIRES//93 ACKNOWLEDGEMENT: STATE OF OREGON S.S . COUNTY OF CLACKAMAS THIS CERTIFIES THAT ON THE (.(��j DAN' OF , 1989 , BEFORE ME APPEAREDt� 0 WHO BEING DULY SWORN, DID SAY THAT HE IS THE PRESIDENT OF '�1�, a AND ACKNOWLEDGED TO ME THAT HE EXECUTED THIS DOCUMENT FREELY AND VOLUNTARILY. NOTARY PUBLIC OR OREGON MY COMMISSION EXPIRES .S 3/ /bond-TP KMKMLP_qL� 1111111lia LFTTER ()r rnMMTTMEVT (Performance Bond) We have received from Washington Federal Rank ( lending institution) a loall Tommitment in the amount of $100 , 046 . 55 to finance constriiet inn f 1),11 , i .,in n jr,rl t ell in the City of Tigard , sq i d c;U b d.1 V i s i c,r, 1- 11,_1 -oitimonly known as Tistard Park. This loan r-ommily7ir,tif i i for construction purposes for: 1 ) ptiblit, drivewltyS $ aprf.-nis , sidewalks, lighting and - ciirlis 2 ) ;, ,i ! trill storm sewers 3 ) domestic water 4 ) tindergroiind infl power. All SILIC11 j."It.-irovementS are to he complei,F-d ill i-fillrol-illit '\ vith City approved constriiction plans and the slibl-livision , •I � ttil-o ngrvement- therf-ingard. We have agreed that dislliiij,�, iiji— , ,)r the $100 , 046 . 55 will be made in accord with the frlllrlt: irig - -111111r- iipon completion of each , or ;ill , item( s ) ; hut not i n, 1 ii,l i i Ilio hrild-bnrk described below, TTP-1 AMOUNT Street and 70, 979 . 50 Sanitary Sewer sinrd oppiirf on Storm Sewer and Appiii i 1.0. 417 . 0,--, Water Line and nppiirf 14 , 270 . 00 Undergroiind Telephatir, k. Flerfrir-ml 4 , 360 . 00 We have entered int (, i - iol, rt.)mplianve Agreement" whereby we have agreed to iii- f -ill 11 i nil)rovoltivilfc; in ncrordnnrp with the reqti i rement.-, of thf� ' it' I" r I -,rill wt ftre hereby atithorizing you to hold tho, nlj(,,, , - - tl 11piv them to its on] v when the following hi,; ht-, , _!, , That t h#;, r i t %. of T i !4 P I -rtifirat loll acknowl eels i rig r...lint,l , t ill work pii rstiant to the '41mvp ill,, i-ovements . Pit r s i i R ri Im in% or thp ?omm, meat ftth,is . 20 thi-migh the tiormn] tine yf-Ar guarantee peri oil or tint i 1 f " rift kc-r-ptrince of thr, 11 rrw,j e takes p liq c e or tint I I t hs, 1,r r), i H r•ri with R AP 1)A r n t P maintenance hond, P f f r,r t- i \e it period from t he en t r of rity 11 ell I I I i V., t, ".1.1 r the work , to n t .q R I I t,,., cont.11 hued f rpl-dom r I ,fit dr- f— Ill-litif lintir-P . rhiring t ht- guarentef period , Concurrent t,-Jth ff,,, 1-1.e hinds , establishment proceprilifig-4 1;ill 11-sr : , -. 1 ....I ....:M1�':h :HfY�1:�h!:.i• :. ._. .l..n. ,.,i:.l:w �.n'J,i•hld'MB1�2111' .f i.. - _.. _... . It, is furLI t' Understuod and ngj-eE't'j that the aforsaid priority of claim is paramount to all parties including the lending institution making the loan and that the lending institution-, has covenanted and agreed that the sum of OG7 Off S- 1 s disbursements approved by the City of 'Tigard sh ll be held available to satisfy and are mentioned claim by the City notwithstanding default on loan by borrowing party or termination of loan by lending institution. DATE: Sincerely yours , OR-AK Corporation, Inc . Approved and Accepted: BY : Gordon Hobbs , President �51�►N�� l-eclr.tal 5 ��..v , ..,c Don Wit, ss L Le buil e 5 Ir►c . lLer►� Insti. tu ' ' on ) -' 111111 B Y: B� '- ,___1 ' t- '�� Don rissetLe , resident ( Title ) yr(F Pars,�� t Address : ria r t4�.�_ Uk+.c�c•,. ACKNOWLEDGEMENT: STATE OF OREGON S. S. COUNTY OF CLACKAMAS THIS CER'1'1FIES THAT ON 'THI i' . , DAY OF' _ r 9 APPEARED �' , 1989 , BEFORE ME, WHO DULY SWORN, DID SAY THAT HE IS THE F'RESIllENT. OF ( _[ 1� '' t>`'1_ :i C`1 - . � •� A( AND ACKNOWLEDGED To ME THAT HE EXECU'T'ED 1 H 1 S DO UM)rN1' FREELY AND VULUNTARIL Y. y NOTARY PUBLIC F k OREUON - MY COMMISSION EX:-I RES_ w ACKNOWLEDGEMENT STATE OF' OREGON S. S . COUNTY OF CLACKAMAS THIS C►:RTIFIES THAT ON THE 15 DAY OF oyry� i989 , BEFORE ME APPEATZEDdiyen(2 �� , WHO BEING DULY SWORN, DID SAY THAT HE IS THE�"PRESIDEN'C OF -AND ACKNOWLEDGED TO ME THAT HE EXECUTED T IS DOCUMENT FREELY AND VOLUNTARILY. NOTARY PUBLIC' FOR OREGON MY COM41SSION EXPIRES_ ,5 ACKNOWL.EI)GEMENT; STATE OF ukEGON S. S . COUN'CY OF' CLACKAMAS THIS CERTIFIES THAT', O HE /! DAY OF ��u� 1989 , BEFORE ME APPEAIZE:D�� c�b� �� WHjO ' BEIN _DULY SWORN , DID SAY THAT HE IS� PRE:S1DENT OF ��, � AND ACKNOWLEDGED TO ME ]HAT HE EXECUTETHIS DOCUMENT FREELY AND VOLUNTARILY NOTARY PUBLIC' FOR OREGON MY COMMISSION EXPIRES /bond-T1' 2 t aw s� LEONARD A. RYDELL, P.E., P.L.S. Consulting Civii Engineer - land Surveyor 601 PINEHURST DRIVE, NEWBERG, OREGON 97132 5 June 1989 (503) 538-5700 OR-AK Corporation P. 0. Box 2302 Lake Oswego, Oregon 97035 Attn: Mr. Gordon Hobbs, President Re : Estimate No. 1 - "Tigard Park" Dear Mr. Hobbs: Enclosed please find Estimate No. 1 submitted by (duality Rock Company for the work done during May 1989 on the "Street, Water, Sanitary Sewer, Storm Drainage and Underground Utility Improvements" for "Tigard Park " . Rock tickets for the rock backfill delivered to the project for the sanitary sewer are also enclosed as well as invoices for materials delivered to the project. There are two areas of concern: 1. No trench compaction reports have been received for the sewer line installed down Tigard Street. The trench has been patched, but settlement is apparent. Thi,; trench should have been compacted when installed with a hoe pac in two lifts or more, and compaction tests taken during the installation. I recommend a retainage of $2,000 .00 be withheld to cover trench compaction of this trench and the placement of the other rock on site placed but not compacted. Redoing the compaction will require., additional traffic control measures. 2. Payment for mobilization under the street improvements has been constructed. I am uncertain as to what this covers, but no street work has been done, and the r,�yuest for r)ayment for this item is forwarded without recommendation. Se,ieral items billed by the estimate remain uncompleted : 1 . Sewer lines - Have not been mandreled or air tested. 2. Sewer Manholes - Need to be adjusted to finish grade. 3 . Compaction of rock backfill billed. The retainage recommended above should be satisfactory to cover the above items. The estimate has been reviewed and approved as ammended and is PLANNED UFVEIOPMFNIS • RESIDENTIAL SUBDIVISIONS WAIUR SANITARY SEWER AND tTORM UkAINAtiE SYSTEMS LAND SURVEYS a SOLAR-CONSERVAIION HOMES Mr. Gordon Hobbs 5 June 1989 Page 2 of 2 hereby forwarded with a recommendation for payment in accordance with the Agreement dated 13 April 1989. I also recommend that future payment requests be reviewed by the new Project Engineer, Roy Priest, P.E. Should you have any questions concerning this estimate, ,lease feel free to contact this firm. Thank you. Sin • rely yours, 4• Leonard A. Rydell, P. E. , P.L.S. LAR/j encl : as stated cc : Quality Rock Company Roy Priest, P. E. 1 � ;p I � Jl O kJ 17 ►- no 1— kR LJ i I I,.1 y. ui e+ F1 j r7 D cr- Y a o = 2" � .� •a �� _ v �� rf � Iry �1 J � - I i ar 1 I f I 41 �4 ..yy w.L�1 ..ta11 r•!'• I.1 IJ w rel 4 v r.f [ Iv r [ai r.[ E-a W v rL u. I ~• b-1 Yt'� t I W F F, [� 4' .. 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C3 m F- O ~ C3 I.- LJ .-W �_ = `rl i Cp r— W� o I I U-) L'Ir Oroo of e o v �-- _ � 0 0 a � o cr cx Coo i .a o cm f s s Lai m 9- 4.1 I I ' = I r �y V � u�1 I •i� r � q a w 111 ♦ ra. w F. F� n r. L J L J O O. n is r .� .n ru n Ff� n ►I I o i LLJ O' (n 1- Q LLJ r• O Q w I i z i > W►•l F— �SCn OOH- W 40 r -� r- � ©� o I �J ti"`yJ1 I� b 1 -'i X11 I .41 .•11 Y I I a I � � s R� 'n F• 174 Cl :>t •. W' v/ co + n IN I:a 175 j � cti I a J I N WI o a t r �w J W Q J h- 0 f-4 O Q � •- n70- O J W r � r- O d U-)Cy 41 co o o r ,l ' ( �j_' 11 vl w LJ r Ito( t+ o "' CAD Ln ml W LJ F- Li r Ln LIN «� .-r ccd Z3 CL h r J N Z J � Ul Z Q O u l'S w W S O w > d L o ~ f w W w w Ul r- CL d O r } Ul E O r Ln in n. 0 Q _ ►W- '+ Q W W x OZ C7 ck: 3 Q)Ln 1 Ul 3 Lnn In r- W �( � ItcW I e ao RECEIVEp MAY 2 q 89 Qanmunlb'Dew::;.^:cct o cm 0-C c) 5 6 7 8 --_ 17 18 18- T I CAPD PARK SUB. 8' P.0 ALONG FRONT LOT LINES. , N � K G � � r777ii , N 4 I CL ' 9 16 J 4+15 3 1 U 10 15 1. a.20 .JOINT TRENCH DETAIL — >-O -- CL SCALE: NONE :r C) �1 it 2 — ' - 11 14 ----1 1 2' .� 12 13 +cli o n + .---- - --- lwwwwww1ww.rsrww...0+ ll mow rwws�w ---- - r-- 2•(w)'82 S.'N. P" — r T I GARD 10' ,011600 n3 ('87) �. . 'S o INSTALL TRANSI TION ) _ -_ fk FITTING (C �1 011620 14 ('Pi7) 011640 13 I � ` 011660 ('86) 12 911675 I 282_—� C96) -- 312' 7 Ob 11680 1 I - (C) (p) ('86) a 1011693 �.� 452' ('88) � •I i700 011715 01 1.1-1 10 f H8> 1 —v4p2d' G1-3-:- 1474' -oa --�3�7--�1 __ _ 480' i I I F•8110(2.5M I IW2-8881 +�) 13815 NORTHWEST NATURAL GAS COMPANY (80) aeo' ENGINEERING DEPARTMENT or� 49( W a I �' ; ' g u� �o3 � `I W v� = 55m W 125 v u _ s' E l� v, u� i E 4 —�o Z n _1. 20r _J w LE c /L PL, - -rG 4_P*0 ST. a LI UNDERGROUND PNCNE PRESSURE RATING A X-RAY ENGR-:--f"�--GATE J t' 20 WATER 639-1554 TEST PRESSURE 100 PSIG -- �� SEWER 639-4171 TEST DURATION 1HR 15MIN POWER 643-5454 X 313 WELDS AX-RAYED 0 % ' PHONE 246-6695 DESIGN PRESSURE 60 PSIG 21 1• �Il�aC1 OTHER 644-3188 MA.O.P. 57 PsIG NLRMAL OPER.PRESS. 30 PSIG ov, .��Gp,RD INSTRUCTIONS REP7RT 22 C��Y INSTALL MAIN %�J V 540' 2 " (P) INSTALL MAIN -- 873' 1 1/4 " ( P ) An4NDON MAIN ABANDON MPIN T ^- ST. - - -- TYPE COATINGS: TYPE COATINGS PIPE: PE 2.306 PIPE: JOINTS JOINTS: _ nTT1NGS: -- FITTIIJGS INSTALLED ANODES: INST).LL ANODES: /V o INSTALLED SERVICE: INSTALL SF.PV- DATE COMPLETED- CREW LEADER: S SIALF I in = 100 ft TAX COD[ W-23-74 AVAIL NO.. 3-110-89 MAIN RK MEASURED ._ DATE �. / ORR 4-1113 rAPPROVED CKED V - DATE ��— SERVICE � WONI(OVED ) __ DATA+ ORDER DATE T ADDRESS SW TIGARD ST (TIGARD PARK ) JOB ^r h4 BETWEFN SW JOY PL auNTY CITY T I G A R D _ PLATTED _ PLATTED PI.AT NO. DATE SIG.. TOWNSHIP WALLMAP DATE SIGN — A-42-18 SE34 IS 1W W-20-30 a a 1 RECEIVED MAY 12 1989 COMM b LEONARD A. RYDELL, P.E., PA-S. Consulting CI I Agineer - land Surveyor 601 PINEHURST DRIVE, NEWBERG, OREGON 97132 11 May 1939 (503) 538-5700 Quality Rork Company 21630 S. W. Farmington Road Beaverton, Oregon 97007 Attn: Mr. Darrell Hayden, President Re : TIGARD PARK Dear M�. Hayden: This letter Is to confirm the telephone message left at your office this moring regarding the construction of Sewer Line "C" up S. W. Joy Place in "Tigard Park ", located in the City of Tigard. This line will have to be redesigned due to the original ground being up to 2.5 feet below the grade shown on the construction plans. The street grades will be revised also. Approval from the City of Tigard Brill be requested for these changes. Should you have any questions, please feel free to give me a call. Thank you. Sinc rely yours, 00, L onard Rydel , P. E. , P.L. S. LAR/'j encl : as stated cc : OR-AK Corporation Land Development Consultants City of Tigard PLANNED DEVELOPMENTS • RESIDENTIAL SUBDIVISIONS WATER, SANITARY SEWER AND STORM DRAINAGE SYSTEMS LAND SURVEYS 9 SOLAR-CONSERVATION HOMES P 'EIVED MAY 12 1198D Canr:�mitp Osrcia;r.:..:: LEONARD A. RYDELL, P.E., P.L.S. Consuiting Civil Engineer - land Surveyor 601 PINEHURST DRIVE, NEWBERG, OREGON 97132 10 May 1989 (503) 538 5700 Quality Rock Company 21630 S. W. Farmington Road Beaverton, Oregon 97007 Attn: Mr. Darrell Hayden, Preeident Re : VILLAGE AT SUMMER LAKE PARK NO. i Dear Mr. Hayden: This letter is to confirm the conversations with Ryc and Lori , your grading superintendent, on Friday 5 May 1989 regarding the excavation and grading of "VILLAGE AT SUMMER LAKE PARK NO. 2 " in the City of Tigard. As you may be aware, I requested the walk through prior to the excavation getting too far along to insure that the project requirements were understood and that the dirt was placed properly. Several items were requested in separate "walk throughs" with Ryc and Lori as follows: 1 . Lots 62 and 69 need to be cleared of trees and shrubs . This has been mostly completed, but not all trees ;lave been removed from the lots. 2. All brush is to be removed from the park (north of S. w. Winter Lake Drive) . The area has been cleared, but aome brush remains. 3 . Rock still needs to be placed over the private storm line along the back of lots 53 r.hrough 57 prior to the placement of the specified fill in this area. This was mentioned previously in my letter dated 4 May 1.989 4 . The rear of Lots 43 through 50 need to be cleared and filled as per the grading plan. 5 . The compacted fill areas on lots 52 -hsough 65 need to be stripped prior to placement of compactei fills. The area to be compacted extends to within 5 feet of '-he rear lct line, and allowance needs to be made for fill slopes,. Uncompacted fills have been placed in this area over unstripped groun6. Top of bank is to be the property line. I am concerned that in spite of two personnal tours of the PLANNED DEVELOPMENTS • RESIDENTIAL SUBDIVISIONS WATER, SANITARY SEWER AND STORM DRAINAGE SYSTEMS LAND SURVEYS • SOLAR-CONSERVATION 110hiES w w Mr. Darrell Hayden 10 May 1989 Page 2 of 2 site, and four additional days of work on the project that the above items have not been corrected. I am also concerned about the additional following items: 1. Little to no fill has been placed on the back of Lots 53 though 57 inspite of the three feet of fill on the back of the lots is specified on the approved grading plan. 2. A fair amount of fill has been placed on Lots 58 through 61 even though none is designated on the plan and these lots are on the "high side" of the street. 3. The subgrade has been scarified to allow the soil to dry out to achieve compaction, but the scarification efforts do not include the area along and under the curb. Your efforts need to be widened one to two feet to include the area under the curb. Roots were noted in the area scarified and these are to be removed prior to compaction efforts. Full compliance with the approved plans, specifications and the above items will be required prior to acceptance of the grading and excavatJon work. Should you have any questions, please feel free to give me a call. Thank you. Sine rely yours, Le nard A. Rydell, P. E. , P.L. S. LAR%j encl : as stated cc: OR-AK Corporation s ,,,,�11 1ae. s.•w�t C,hn�l�c� 1a,�.� �� •,.� `cam s.�t IL ,yam'ro,` toe Six, 1 rO i' I Iz LL I.J ,nor rn•r43 3 II •� `-` I J � � I I T� LA r NI r AOCCC Lt 7d If M M Ln Ul Y I 7� j i 4 a W Q _ J iHOI�133H1s HJN381 39d 333 J LI f-� NLL W ui y O L O r� Z a J LL F- o it Li n. u *a M rn dl -7 1'Ta.7 f 1 � I � i cJ T Z �� u l •�I W 3 LA J� 1 I Z J Y 41 ul LD U-) 0- of Ci LD r � LZ a r 1D-_- M w l w w a� >- W ti omumcr w L— CL + 7a w Z J � 1 O II? ) Ll j,a/� a 3 - LA rj 0:4 low 41 �. dt I !ienC(a�_.119te#3.? W�telr-�.k.Jn lot.g.�;. 1. All work shall conform I.o iIIN appy )Vf•gl I I u1:;, 1, A11 water1irie construct:gin shall confot'm to OHAPIAGT tiLoCKOUI ► specificatinns, and the Lequireme'nts of ill,' Pity of requ:rements of the Tigar3 Watvr District. 3"10 PLASTIC 52 4''0" MIN, Tigard and the Tigard Water District . FACIE OF CURB PIPE W/COUPLING -T1s -o MAK - - 4 The Contractor shat l t-al:" precautions to prevent ---- -� -- - yy, nI1 on cairns shall Yell f•., l,. 111 a, foreign material.) from entering the pip,* and fitting: --- --- --- ------ - --- - f 2, make d niiI 1 '11,1r1 excavations, or Mkh a,l}. ----- � STREET WIDTH IL )G' I' wfiN 2 POSTS R B" T (4 MIN) e' � re��Elyd m,ding litthPtrlkct llr�Wu on lha 1=�n`' ,� „ ' � ' during construction. f h• : 1111t1surea n ''" rTrll y to Nnrurc• fLat7f it l :I I 1 1 3. Pipe sections and fittings that will not be subject tc 5'MIR --� utilities are Elnt damage,], wheths�l �ihown oil IL, 1111. the normal disinfection prn�7Ndutes shali be clesnIII,I I"HA -1"R d3IL73L 1L 1W or not . thoroughly and swabbed with a 5% hydrochloride solution I r - as• jT immediate) priorto been laced. J�•-- HUAo ,� I 6" I 3. The rn11tCnot r)T s11a11 obtain el! 111,1•x•-`:SaCy 11CPiIB9s and E R I -I .. 19 li i� Ii 33 II permits necessary tO perform the I, It 11 4. t10t.lfy Tigari Wator Distr,ct (TWE) prsoL to commenc.ng s - u ;, _� �f • � construction. (Superintendent ]oho Mi I ',er or R,Indy . V tt I Cr o , X�' �'� 4. The cnntta-•tor shall noti[y this Pity IJf Ti yard ,Loki ►h„ Vo:':: a • ' ': . , . ,•4. 1 F.n ineer 24 hours before n nhutdown� 30' MIN BETWEEN CURB . i , 9 resume 1`,y w l k after Pt CUTS ON SAME PROPERTY I •,'; • '� ;• �, I except for nomad resumption of Wolk after Sat.utdiy:;, Ali wort: aha.. be tit accordor.:e with AWWA staniaC9a. I LI 1 Sundays, arid holidays. JOINT ACCESS • Al! wOCY •hal. 19 l:l£ )er,►eri ar.i bYt MATERIALS: (AGRFEMENT) o �I ELEVATION ! 5. The Conti -ii-tot shall maintaiv "lie ^tet (if Vlan:T fill ►h•' R w I I I RA.ECoulisL O 2"x 2"x40",12 GA. GALVANIZED PERFORATED SrEELPOST job site that contain "as-built" infarmiticIT, shf-11ivi 7• Fire h"drant assembly ronsiatiny of 6" 4•1 :t 6" F13. any changt•c in the work from ctlP approver] dHsign. Thi'- tee, f *19. x MJ gat•a val ✓e, 6" YJ x MT hol•'.,ag sp.o: 2Vex 2 v2K18`,12 GA.GALV.PERFORATED STEEL STIFFNER POST 5/6 GA_VANIZED So. NO sF•t of plans shall be provided to the Engin 't nl,nn and 1•: :d,•:n Meull�r l'enturinn fire hydrant, A-442, ,'" -..+ MACHINE BOLTS/WASMERS _ _;HOUND completion I,f the work. Tht• F.nr)in�aer shall pr-pTr �' thy'' MJ, 5 lid" M70, 3-port (2 ' NST h y 2 t/4"x2 1/4"X36`,(2 GA,GALV.PERFORATED STEEL ANCHOR „ L FOR USE ALONG MEDIANS, GUTTERS WAY BE REDUCED WITH PR,OR If`.nal %1F-I•llllt" drawings alUl plOvide Ori!' (1) 6••t of connocticne, 1 - 4 1/2" 1`137 pumper; , 1 ^" P-r,r _ )_CURB APPROVAL FROM THE ROAD ENGINEER. 3 0 I T R/w' �� --- b/8"■31/2`,cAlW1N12EDHEXHEA0B0u" WITHtACKWASHER, Mylar plan^ to thr. city. N:t, opsin left, color: yai.oa�. I I Z_ CONCRETE TO HAVE A BREAKING STREl10TH OF '5000 PSA, AFTER 29 DAYS , 18 O OR 5/16"CORNER BOLT. I o - Nors 6. The Conn,, t' 1 shall notify Mr . Hil!1• Mill ' l'' 3• Each `-ire hydrant �lt!i be in:t,a!led upon a rrN-tars. S. EXPANSION JOINTS 7/16"x 5" CARRIAGE WITH FLAT AND LOCK 4171, Pith]i- lnlprovemrnt InR r-r.tOr', ',t f'i►y it�,II ( I ' I"', Ccnrete blo•_k wlti. 1 :i: ctibl_ 7 RAILS s" I RAILS TO BE PAINTED BLOCK WITH WHITE STRIPES p A. TO a[ PROVIDED O WASHER,2 BOLTS PER RAIL PER POST. � n,r�:I: rock.e�. will 5� MIN BETWEEN ADJACENT I 30' MIN BETWEEN RAILS S.W. Hall Blvd. , Tlyal d, O[eLJon) IW' r:t ':-toul ( �4 ' : ' al Tar?ap�'r wl. • i),a . :.. PROPERTY LINE d ACCESS I INTERSECTING STREE' 11 AT EACH POINT OF TANOENCY OF TI4L CURB o THE WHITE STRIPES SMALL BE REFLECTORIZED I • t N „•„ 2j AT EACH Coto JOINT. 0 o s before Cmivnt.ncIrlci slid construction work wifllln ! L s .l'aratd rocit t:7m Nara c0 R/W d PROPERTY 2"x0"CROSSRAILS-PAINTED WITH REFLECTORIZED RED AND FOR WIDER APPLICATIONS, MULTIPLE SECTIONS AS 3) AT UCH SIOE OF INLET STRUC1UREs. Limit:. Iu:pec't ions will hn t'F•quiI ed at tIli rt 111 111.1 ACCESS 4) AT EACH END Of DRIVEWAYS O WHITE PAINT r '^- b SHOWN SMALL BE USED ? F"ur CCnCrtte thr'15t bi.)r4s T3*. S Jar" Cr rt Nuc of each of, but not limited tn, the follOwlll•1: 1' Sit AT LOCATIONS NECESSARY TO LIMIT ;PACING TO 45 FEET. 0 •• b,!it in•g sur:lc^' (i ?3c tr•''• i '. ' B. MATERIAL TO Df PRE-MOLDED,ASPHALT IMPREGNATED,NON EXTRUDING, 2. SEE MANUAL ON UAF'ORM TRArt IC CONTROL DEVICES FOR STREETS 2.SEE MANUAL ON UNIFORM TRAFFIC CONTROL. CCVICES AL_ CURB CUTS TO BE MEASURED WITH A THICKNESS OF 1/2 INCH. O AND HIGHWAYS AND THE OREGC:J SUPPLEMENT. i2 ,K FOR STREETS AND N14MWAYS AND THE OREGON Grading: St l Pt tR: 1043t 1 On. FROM TOP OF CURB TO TOP OF CURD 3F-1 BARRICADES SUPPLEMENT cut and P I I `Staking Hot i 7. A VTr It 4. CONTRACTION JOINTS . - 6C-8 BARRK:ADL DESIGN :^ , 3 F•" co': r :,f ?/a A. SPACING TD BE NOT MORE THAN 15 FEET, 6(:-9 F]ARRICADE. APPLICATION = SF-! BARRICADES Trmp. Or stag! uotk Suhgt•tdt• Ent/Fi 11 t!n! I U. THE DEPTH p THE JOINT SHALL BE AT LUSTIh INCHES. I O = sL•a BARRICADE DESIGN Du:Tt/Erosion I:OClttol Work CUrh Fo ll" Instal dal i011 , ^, , I 2 i•-4",6'• n = GC-9 BARRICADE APPLICATION Base Rork frirt•t) I Jf l� o - Al_ 3ani-ir;r / • 3'� 3. ALL MATERIAL,AND WORKMANSHIP SHALL DE IN ACCORDANCE 1 t POSTS 1 r Ind.' 1._c ... CITY OF RDS „ „ J.S.N. s. BAs[ CE OF ooR�T S SURE ON 4- IN D BASF ROCK SMALL 9E TO WITH THE CURRENT STATE OF OREGON STANDARD SPECIFICATIONS p ;r•w@Cs: L1'VPl lllq t f11IC."` f llr',f I I �1 t ,N ` SUBGHADE Of STREET STRUCTURE OR 1 IN DEPTH , WHICHEVER 6GREATEA. O lALLMAfERIAL$ AND Mit], b C.B. flaking Wearing COUTSo Inst�II ', I' n ! Dirt is- zs-�r STANDARDS ..q.D n '•.i .- --- - .. , FOR IpGHWAY COt•ISTNUCTgN. s �- ACCORDANCE WITH THE CURRENT STATE OF OREGON -l mpBt L�1 '' itT: I ^ G DRAINAGE BLOCKOUT- �DIAMETER PLASTIC PIPE W pipe Inst.. ration utility ALljustmer,t. u��lk „ - - •• - ' DRI VEWNY CURB- CUT Loi.-A11'DN A 1.0 PLASTIC PIPE WITH COUPLING END VIEW STANDARD SPECIFICATIONS FOR CONSTRUCTION, Backfill Instnllatlon stt J It sInklh!r 1: 3el is]t, .n bu J ::aC•a!' ....». --_ s•a t l i l I R DRAINAGE ACCESS THROUGH EXISTING CURBS SMALL BE CORE DRILLED OR CURB Air tY T.V. Tests 0%,s•111y ifIE't..111at1I'll 1^, Maim �-ll1 . be t?srHd ]'" ;.:: 1 `:,. qty G"Ari 1 N0 1 SAW CUT VERTICALLY IR•EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. Resurfacing Work MVflll41?ht at.l qn WnI I: Mai - : •,:.. .f . •• 7/ - A- ilt WASHINGTON COUNTY Traffic b Pod. ('r,ntrol Traffic � Pt•r1. Ccuttl • 1 STREET BARRICADE TYPEM L ` STREET BARRICADE DEPARTMENT OF LAND USE : c J l•?''' ,t . CURB AND )UTTER CITYOFTIGARD Par1- roes•?C . 4?t.ii! J1: : CITYOFTIGARD AND TRANSPORTATION AT WIDTH TRANSITIONS DESIGN BY APPROVED dY DRAWN BY OESION By APPROVED BY DRAWN BY 1.^.::,':: ::0. rA•;'.e.t :a^t•- OREGON GA RB OREGON GA R8 DATE CJVIL ENGf MFP DRAWN APWA NO. w,7K IbuTm NQ a E,•as NONE M-402 s' BCALE DATE DRAWINo No I j/1A � - ItEmo_ O .�u. A; ' ^1 •• .41: :n.... . . . _ •C.r: ' .. _-. SCALE DATE DRAW.NO. NTS 3'21•)H8 RD-3 1:}• C C:'. � 1 I NTS 4.4.88 2.�-� 1. The Contractor shall determine the type of equipment, and methods, necessary to obtain subgrade compaction. The upper six (6) inches of the subgrade shall be �•3 E-H. b3C`_•?C: ):'a]:' t, t?zItz rein-r:•i- scarified and compacted to 95% or the maximum density as determined by AASHTO T-99 (ASTM D 1556). 1C. TWD will in:t.ail R1 : copper ;Orvi:7,'S pr1J: kC blacktapping of street';. 2. The Contractor shall notify the City of Tigard Public _ Improvements Inspector when the subgride is prepared 11` , Upon Completion J1` 1CStalldtion, act,r and prior to placing base course. (�' --- --- �I/2" PRE-MOULDED EXPANSION R p / devNloper� wi" a•;';ise TWD of total Ccn _:',,-: : :r. -� - - ---- -- . . Jd P u.o 3. Asrhalt Concrete pavemsnt mix shall be from a mix to whi -h will b2 added 10's fot dlstr: ]:.. rte tions, JOINT FILLER I LUT Lor j 1 CURB design approved by O.D,C T. for the type or class of water ions, overhead, Sampling, adr,ir.:=• at: r,, et and % for engineering review, i:,,:' :ng "3s-bu:: ' " EXP certificate of compliance from the asphalt concrete drawings, inters?ction maps, updatlny Ti:.ter Tap , ,CMT pavement specified. The Cantrr►ctor shall provide a � l 7 S•0 SIDEWAL" pavement supplier unless otherwise notified. APRON SLOPE _ �, I 4. The Contractor shall prepare and submi', for a 17. The estimated T_'3 to TWD noted above nlu:r be on 1lep•jcit / I c y,- P approval a \ � � r✓� �` �F GHAOt tC MATCH by the City of Tigard, a traffic control plan prior to prior Cr. beginning ^_Jn5`.rt1Ct,0n. gyp/ J• sDEWALK SLOPE 6' UTTLITI °•H,P commencing any construction work in S.W. Tigard Street. I I TCjV •'•!// � _ � S�t,Q - eMtj NOCP9: 3, I , �� I „r.�..'..- t� 3~I �� l0•Ei"RADIUS 1. All storm seises construction shall conform to the tPE requirements of the City of Tigard. 5 CONCRETE SIDEWALK �'� A / 2 Storm Sewer materials shall conform to the requirements _- PRC �-` for ASTM C-14, Class 3, non-reinforced concrete pipe, RfZC/ 6"RADUS I without rubber gaskets, unless otherwise indicted on FACE OF CURB T- 6-6"RADIUS I the plans. SPL 3. A)1 trenches in the public right-of-way shall be 1 Backfilled with imported granular :rackfi l l (Class "B:; FIAI�BOX CLUSTER 2-0" 2'-6' APRON SLOPE c0 0729 I 2 I 10.7 r- C-- - _ = y =TOP OF CURB ELEV I TIDte- t.•y .t•=',--,�i+-,i- .- j 6..CURB � i .. � - � �•�- 1. All sanitary sewer construction shall conform to the , ROCK LEVELING requirements of the City of Tigarc and the Unified SECTION A-A 6" (EQUAL SPACIND f- �9p , Lo'-a" COURSE AS SOIL CONDITIONS RECu-aE Sewerage Agency of Washongton County / �•t B-2 ,+.!•.. 2. .unitary sewer pipe shall conform to the requirements I `2 DIMENSIONS (ft) ' X 110 � 12 i14 16 IB 120 ' of ASTM D-3034, and shill be colored green for ease of S,DE«ALK SLOPE c 0:09 in-ground identification. NOTE CONCRETE SHALL HAVE A MIN 3. Air test reports, Beta video inspection tapes, and CITY OF TIGARO +AMS S.oP[ u � , r _41E N(INf - ' Y OF TIGaRG ,, P P BEAKING STRENGTH OF 3,000 I I CLUSTER SPACED ALONG ROADWAY', PREFERABLE ) PSI AFTER 28 DAYS - N0ARDS video tape inspection logs shall be submitted to and WITH a BOxS TO A CLUSTER,ALTERNATE Ly - aaf'E B;c."�H4 SragHGr•- - 4'i 5. �i!'.- approved by the City of Tigard prior to connection of STANDARDS any building sewers to the sanitary sewer system. p I Y Y PLACEC ON EACH 510E OF THE STREET. 1,)Dp ►3. A�iER 2BGAY5 BICYCLE_ Ond WHEELCriAIR RAMP e.,,n n,-meq �- --- ., _ - 2 �` T REy 1 public right-of-wayshall be (• _ CITY GF TIGaHC' nq. .. •R'Nf e I_ — - D•Te -3- 7 I '5,26. ;c 4. All trenches in the Il--- _ backfilled with imported granular backfill 'class- "B" I $T4NDARDS I•►q VO Mr 91st 'fir:.. 7i 6 Backfill ). TYPICAL MAILBOX CLUSTER LOCATION RESIDENTIAL DRIVEWAY' • ��-^J-2C' 3•i4-71, RWL Dq••iN0 '5 -A - 243 I , fJ�ll 1•ti ' -- ---- -- - - 5'111N.------ - I. M,nlmy:nt. Boxes SU,411 1,•11 ---- R, W (N) R/W (s) R /W by :: R/,W 1 50' 1 60' M N I K]!Ler Dox Fy;:.t,nrnt (.'o. A.C.SHALL BE CLASS'L"MIX P.O. Box 13095 i rtlancl, 2- 97223 Z%SLOPE TO STREET I �. --- � � hF,olte: fi92-7200 o`o •ate ••o �. o ••o o �. e • o I �. L.Ite.rnative types nuSt `b o 0 o Q o o •o •• e .\- - have a minurtml eight - _- !T _' .. _. 25' 30' I 30, I inch inside diameter, G by rite A 4- F1^IA NLD G;:nF ------'- �_�- - 25 -- - - — - COMPACT tl STERILIZE BUBORAOE and � approved -_ - - I ' N rl 11 City Engineering Dept. LorJ�C6Tl pr 3 OF A.C. WITH 4 OF 3/4 -0 _„y2 prior to instal latial. 17' 5' 8' YARIe S 2O, 5- B, �— 1 1►i- 1 -� -- I -- -� P.U.E. l�}' _ Is ' P.U.E. I/'— I I� __ _.�, 4- �p"Rc;„I T' t=uT U t:E � i i4- -OR- 17• 'I �Y4 L : ,it'll llllll o I (fhPlevr:MeroT (r^�vEMcTaT ( ` -BASE Rcxv- 2.94 -2.94 X2.0 <°F c 4—!•%SLOPE TO STREET / `, '• C- l �� SIDEWALK �'•,�`. ', ', �� SIDEWALK i 1/2—CLASS, "C” A.C. CURB GUTTER "� 2 1/2""CLASS '"C" A.C. CURB GUTTER • t 1 1/2" CLASS ' B" A.G. 1 1/2" CLASS "B" A.C. ` � . • o •• • � •P 0 00� i ___.--;-� Survey i4onlXnent- -'-- '_ U' b Iron pipe (3/4" I.D. X 30") or iron rod (5/8" Du. x 30") — 2" 1- 3/4"- 0" CRUSHED ROCK 2" - 3/4% 0" CRUSHED ROCK Ilk �- f- and capwltht.s. - - 8 ' - 1 I/2"- O" CRUSHED ROCK 12" - 1 1/2"- 0" CRUSHED ROCK 4"OF P,C.C. WITH 21 OF 3/411-0 a � ,/ nt■nbcr and punch mirk per I O.R.S. 92.060 (2) + (4) a>do.R-S. 209.240 14) TYP I CAL. SECT ION I.CONCRETE SMALL BE SOOO P,S.1. AT 26 DAYS,SIX SAC MIX, SLUMPRANGE Or I VZ"-s'• +7`A' L SIDEWALK PANELS SHALL BE SQUARE,�j OL[P SCRIBES AT JOINTS, EDGED ON 4 SIDES a / FIAVC A LIGHT BROOM FINISH. / S.W. CECIL PLACE TYPICAL SECTION scALr.1 CITY OF TIGARO DRAWN BY Y. TF S.W. JOY PLACE S.W . T I G A R D STREET --- (-SCALEI CI741 F TiGARQ DAAwN 8 I DATE / 5 88 STANDARDS APRVD RYr WASHINGTON COUNTY PF I—�rE: / -- -�-� �� PEDESTRIAN PATH �s/[tB STANDARDS APRVD BYI „ „ r�;DEPARTMENT of LAND USE TYPE A MONUMENT BOX * FINAL LIFT OF A.C. TO BE APPLIED WITHIN ONE YEAR. � BOTH LIFTS OF A.C. TO BE INSTALLED IMMEDIATELY. AND TRANSPORTATION OR BIKEWAY TYPF"A"MONUMENT BOX rtEv� INSTALLATION DRAWING No• DATE CIVIL ENGINEER DRAWN i APWA NO, WASH COUNTY No, --- -- - - --� / J , REV -�-- --•- lfl7l/1`i _ACA b e� NONE CS-307 AWING NO, "z hate Revision By _ SHEET NO. ---- Design Date 12,192 OR`�f. y P. O. BOX 2302 TIGARD K Drawn Date �� --- 1 ,l �_ RIEST � ENGINEERING ON TIGARD, OREGON - -- - t5 LAKE OSWEGO OREGON 971035 -- Checked, Date 5340 S.E. hacienda St. Hillsboro, Oregon 9.7123 (503) 649-2927 �' '�"�t � PROJECT N0. -- -�_—�`- ---- ---- ---�--� �- - — — I �~ (503) 684 ~ 6541 DETAILS AND NOTE S 1 01 - o2_oI k - . _,._ ! , "} �;a Sy_..- n -,_..*• , ." .- -y....n ..-.w' ,.•+•..*•*y :Mw"wM�.,01MNw+�,M�w ,..nT .e =t . I _ � II i��It�tillli�lhl111tt illl�ll��11I'�i'�il`I�IiIIIIII'Lflllli�l (III II trllll�l tIl II III I jilt illl(IIItIlIll111tt1t•�I'ILII► �, 4d"' .R..wa: 1 1 I � MICROFILMED ► I .. _ 2 3 4 5 6 7 8 8 1�0 11 12 NOTE: I f THIS DRAWING IS LESS Ci.EAR THAN THIS NOTI%-r-IT IS DUE M QUALITY OF TW ORIGINAL 1 i • .-- RAWING. OE 6t 82 a 9t S2 *z EZ LP2 12 02 61 81 L1 91 STI 411 1 c1` 31- 11 01 6 Y L 9 S r ° E x i"'a'N •l!i�IIII�NII�Inllnn�lnllnnlltullu�tlllalt�111rI111I�1u�Ilr�I�tlNllnlllMU�III I�NIiIIhI�IIIIIiIIt�Nltli�1) I�IIIIIIIht11NT1ftifiHillltfR11dI11i�1Ht� nallu11t1ulnu�nitlJw �ullluulwll�u�uYlu�t+ _ ,r .. JULY 7 1992m. Ii I!! F. , r WASNINOTONCIIUNTY OVERSIZtD WROUGHT IRON qR tVI1 D Of11-1 AE DwO. FRAME ARU-FPATFS -' '- • -f1ECESSEO ARIA 00. 0-*4 f011 r Of TA Ll TES 3//A• PREFORMED ,TONT FILLER MATERIAL 10 O[ USED AS SPECIFIED 81! 1[ 7Sl�rl(NNa, ! O.RA t•y�rENGINEER ONLY w CONIC PRAMENT On GUTTER, ANO M EXTEND T10OUGH "---L-3-MRS1 - I'W--- ly'TYP. CURB KC \!E3 I) f,ONCRE TE f0 BE 3000 P.S.I 2 CJNBT u7CN REIN PIER DETAIL, OR WITH DOMIEM N •w• To ACCOMMODATE LAW�OT::!, 1M1[Ka TO [fATCN Gl[G rYP[ -� -- 2)EXTERIOR PIPE DIA IPtclr•,EaWALLS MAY 8E POURED -�__�- •_��' A - - A _-I I NEAT AGAINST THE EXCAVATED ! CONCRETE. SMALL ATTAIN A 6WOW M OOWKS$rff STRENGTH OF SOjXi PS I A - A \ IN 28 RAYS. l _ - - ♦ 11 "PROVED .Y ENGIN[ R, WALLS WAY SE FOUIED AGAINST UNDISTURBED EARTH, •�. — -� S"a t` ALL BACKFILL AREAS SHALL BE I' EXCEPT 4104 THE Trip BS, WHICH SNALL SE FORMED. -{ � A IN THE MINIMUM DIMENSION AND 5. BACKFILL SMALL At COMPACTED TD RSM• DEII/ITY THRDVOWYJT. - ,i I �A' C 10 C. TVP ._- - COMPACTED TO 95%DENSITY l OVERSIZE CATCH IMI • STEPS AM AEOUIIEO PTMI DEPTH GREATER THAN .- ILLER MATERIAL-SIE 2✓Y K 1/2'._ _ _-_ �N - -- , FEET. INSTALL 2 FT. FROM TOP 1.0 WITHIN I FT. OF BOTTOM. NOTE i, owe NR D-101 SO.EDGE FLAT/All • 2 y2•If I/, N I SO 77[m FLO no TVI! WTI� AE.A[I 1O •E LIBEL REIN RECESSED �L� � -SAM �\\ � >w-S. I L:LIRe REIT RIILY. Bli owv. w. D-IRA. FT rT•.NE OEYAII ltE OBr•NO o-Ol. — \ j_ l'1 4-4 ., B� COLD JOINT 011 -- --- TYP ._'�t!_ L I I TOP SPECIFIED BY ENSINEER 1 - IC IiE$ITIS- Ili TYPICAL ON AS Fp[ MATTE OI TML SEE dMG N0. 0-03 3/is'V _ f[ -I 4 0 _�_ ♦'-O° TT_ _ — �.� FOR A[CTILIN B-• B r 96'--i �If •N • !LOPE O/ PAVEMENT \ SLE DRAWING NO CZ-304 •) 2 Y4 PLAN �^ — N � S. 10. S BARS PLAN ♦y' r t SOTTIMI OF UA• t[[ 1100[— ,� c SUBMASE FOR CURB PLACEMENT K[ DVIO OAR 0[T TAI NG CS-SOI • DWG N0. D-ICM. • j• ••'•� -1 t: t T'DI OF PAVEMENT BOTH EIDE 4 ; Ste• � -alr--__�. 0 - •X LO SECTION A-A �� n MIN ALL SD EIxE FLAT i1IM IS u.l -- ,. - > -- 5,I— A•�. _-- .'+� i MIN., ',�. I(/ THIS PIPE DIAMCTER DETERMINES •0 41IN ` 'W-SEE TABLE BELDW. ---- I "/ ---A PLAN Wx � o � W X r 1 Sf'MAI(. yJ� a >E r �, SEE DIS (SINGEC NO 0-100 FOR (' WEED l� 12 nn PLAN • LECTION A A TY► � =-J I 1'• T WALLS 4--A•--4._-_ 111. IV 1/4 •a y�4 U TYPII'#L---� a G.. :. J I "i -G. 0• 'K !'BOLT MIN. �• �- - T Y P C R W Ou PIPE \ wlR'.'.LE R N T Y ► [ 41 W. 1.W. IT Mut La -� PA J ECT SECTION A-A _ 1 STANDARD I'-I " 10'-I2' -'�--•- FL,AJAC STANDARD I'- I'-0' /• _ _-. _ '/. -r-- 1.• �•• �6-1OVERSIZE -!!/ IS ..27•L�w — --- _ —T \ • ' SECTION 8-p FOR DRAT[. TYPE SEE CROSS NO D-i)S � - TYPE Du. PPE w I.W I REOUI — ,• - `:-• ; ,; a 1 al NOTES p S-- IFfS 2 ORATES. - REQUIRES TWO GRATES. SEE -" '- SECTION B B STANDARD lo'-I:' C.31/4' 1 . 1 7/e' SECTION A-A SECTION 8-8 DRAWING ND 0-102 B' I. NO SUMP ALLOWED —. _ •41 `STANOMO' AND ",-'KTtlIZE' ARE WASHINGTON [� +►.. 'OVERSIZE* Z. BATTER OF IIF(' TO I" TO HOOK LIAR P�,TOR PLAN B ELEVATION SEE OVERSIZE IS'-27 2'-A!/A' 2'•!S/t' COUNTY DESIGNATIONS. STANDARD•• .ARE FACIL17ATE FC`RM REMOVAL OWCL N0. D-00 0 TION l� VASHIWrOP/CYT DESIGNATIONS ,I REQUIRES Two GRATES R��--/.•2�'•-♦�Ijh�'.—.._.�S"�, WILL BE ALLOWED DETAIL -101 SECTON IViY A-A S. TOP OF WEEP POLE STANDARD G OVERSIZE ARE WASH CO DESIGNATIONS AT SUBGRACE WASHINGTON COUNTY WASHINGTON COUNTY STANDARD INLET MANHOLE GITi(OFT1GAW WASHINGTON COUNTY WASHINGTON COUNTY WASHINGTON COUNTY DEPARTMENT OF LAND USE F R A M E CEPARTMENT OF LANG USE G R EN T E DEZIGN BY APPRovt:UGV DRAWN BY DEPARTMENT OF LAND USE CATCH BASIN Ao e. NOEtt-100 DEPARTMENT OF LAND USE CATCH BASIN Wma o-al DEPARTMENT OF LAND USE RECESSED CURB INLET . AND TRANSPORTATION AND TRANSPORTATION OREGON GA R8 AND TRANSPORTATION S DWG. ND.o-104 AND TRANSPORTATION •DWG.NO T _ AND RANSPORTATION DATE IVIL ENGINEER a/1AWN APWA NO. WASH. COUNTY Fla DATE CIVIL ENGBKER SCALE DATL GNAWING NO. D-TOA _ DMWN APWA NO. WASH. COUIfTY NCL OAT[ CIVIL ENDN[pl OIIABMf AI•.YA NO. WASK COUNTY NM OAT[ CIVIL N ORAIM A/WA NO. WADI COUMTI' N0. DATE! CMI[NGOI[OI ONAWN A►WA NO. WASH COUNTY NQ -C (MoD.) D-102 / ,� _ � �lh LBS I-D (MOD) D- 103 NT.S. 3/14/88 s-I T=LS bB6 re (Moo.) D- 101 I 1211 _ _•��-- fg` ,�w RLA 4s• I-A (MOD.) D-IOD /�i'f�lL .��s. 1�. .�-- tLa r w 2 (MOD.) D-104 AREA IS 1/2 OF TABULATED ` TOTAL AREA I • _lab! . 1.Wlt- �. �' r I'T 14 ETF tl iF�k r�ABT� I - c �ri � �j Q, 6MMJ, 5E4"MvOT3RPORT ION f(12-2 1 2 NSTRE T. CONNECTION,1-4 ,/2 NST PUMPER),1112" TEE PLUGGED CROSS WYE PLUG OR CAP 3'-4' MY T ORR NUT,OPEN LEcT,COLOR YELLOW -- UTRADUI( eLOeK ,WATER MAIN 'f' PER D[TAII) DI „ (SEE PLAN FOR SILE a�^ DITCH LINE I'-6-6' BEHIND BACK OF CURB M CONCRETE STRADDLE n1t I t'_p" ,BEHIND BACK OF 10"BEHIND BACK OF BLOCK A SIDEWALK C -� -AI CURB r .::•.,P;• ., PRODDING BALI<FILL - CLASS BACKFILL - CLASS ---BACKFILL - CLASS ,'.?9>E7/Err€ F ' a Sit- Arm [ A 10" BEHIND BACK OF 2" RIGID COPPER� � I AS SPECIFIED - -_-� "- AS SPECIFIED AS SPECIED '�?' y�ry A SIDEWALK 12" �k �{ � TJ a 2'IPS PLUG -, i z BE ND PLUGGED CROSS LEE OR MJ A 2'''!PT Co .0 I�,': " o:D O oP Inn I PLUG/CAP �p�•� I I G) --{ CAST IRON VALVE BOX OtireG'•A�,OoOp j«v°0•'I�' ,�• '�+ v0�a°'�°°��i II'' MOT 1: _ STRADDLE BLOCK DETAIL C I "ASSEMBLY I?_" r•OIJ q�p.oto,c. 3;'4 O C.R D p p;P/1./.0 3/4'- 0 C.R I CONCRETE TNIIVST BLOCKINO TO It POURID AGAINST UMDI/TUM$to EARTH yt I X00°0op°cCOMPACTED TO � 'e° LJL >o°4 '9; COMPACTED TO t Ktv tohcRlTt utARor JOINT AroAccl1f0R1[1 r •,'•. I ZI ° 00 OQ C'i �II= 4 _ , e„e a O L'op. 'QO ° �uY1 �7 OO'. 0.0”. -_II - -f i •'-. s', .. i 2,000 PSI -�---- t o 95 /• AASHTO T-99 f m= 90% AASHTO T-99 - F.. I lF_ _ i- S 11 NOi SHOWN ON /LAMS, R[GVIRtD BURINS AREA1 AT r1TTINB SMALL SE Al INDICAT[0 A''I I I„J�:AR+_ .� ° L Q 1 3 OR LESS 'ml • BLLOM, IDJUSTlO I/ ACCESSARY. TO CON/DPU 10 THE t11T ►ROCIDUR[ IBI AND i '!p 'm— ',•• '{ 'r" P OR MJ X2"IPI • o Y� • = 26 DAYS qt'-1-0 �o GO,OtY,Vo' =m IL D/2 r \ , Eoil•, D/2II� ,C �I'_ M,AvII AL LOrABLE sO,L /[AXING 11X(55 1[71 STAT(D TN( 141E CIA( f►[Clrl[ATIO NE �,• v „ I"1 I TJa� IPI LUG� � IU= , SEARING ARIAS AND SPECIAL ILOCRINO DtTAILI SHORN ON PLANS TANI PAICIDLNtI \ ---aaA,1111--- -----�-- PLUG/CaP "' =(,`YSIN I .A+may^ � I p t-st -�•„ D t1� '3I . p n =II OVER SEARING AREAS AND BLOCRINO DETAILS /MOWN OR TMII "IPHICARD OITA1;, + _ I _+I S 1�'-•Tl. - r j_- :•49' m—A ot.�.•I r, 'v'1.- If• ! )�/� I'I ,-'f•.• s A S BUILO,Na PA/IR OR wiSoulN[ GNAT L Of PLACID OKYWe[N CONCRETE ANO PITTIMGS / CONC. METER BOX ,T� �IlElre �_ -i• •O E /7 ��1 /II 2" BRASS AMERICAN MADE, It a -a _ b •��,' .�I,O' II,_ 1 ALL POURED Ih PLACC CONCRETE SMALL HAVE A (2O) DAY f1RENGTH or 1,000 ►B I. _- /-� TRAFFIC BOX IN III!=, 'f! COVER DRAIN �° tt - FRONT OF CURB n I'. _ = a , %• _' O ��` _ D/6 * - .ul AMo :'to ,' 6Luur r AWWA APPROVED GATE VALVE U v, d, ROCK w/ TAR PAPER - 4 '� 3/4"; O C R 4 °• ' 3i4' - 0 C.R - o"o`I S/4"- 0 C R �{ S jl: L1=y ; i i�•:m /BEFORE BACKFILL Le ° t, = {� nr- W/ 2" PLUG w _ c 197-' s=1e/u 2"BRASS AMERL,AFJ MADE, '� .+... _ .[LGN BEARING AREAS BASED ON '(By PRESSUAI.OF Ifo 05 1 AMC AN ALLOWABLE TOIL 1 ,,` :a°��C•"° '! _+ COME ACTEC TO ��'r� ��p p°a�j ". ' COMPACTED TO 4 ',•I�•:"do°o°�, Iw COMPACTED TO Y e[►R+Na stRtssoE :,oco rouHts PER souARE rooT 7o toNtuT[ A IM PPER - II,- T •,•,sme„�,,,., �. .1. _ 90 / AAS T-99 -�'�,' BE R o .REFIT FOR Il -� 2”RIGID CO - tat _ AW'W4 APPROVED GATE VALVE ,-_c A 2"SHORT m j �+II' .,-� MJ HYGRANT OUTLET 90 , AASHTO T-99 - 90% AASHTO T-99 DIFTSRENT rtsT POE ssurlcs AMD SOIL lCARINO 1TR[lSU,USE TH[ FOLLOWING IOUAT•ON ) .�- �- ,.�IyJNCU,JI,dU.H,u i,`:,= ,�.. ;.•�a,o A,,I SNI a,,,-: �..�■ n l_ °.', �ISIur V,t .'l 1 W/2 PLUG s' .'-/, ^..�, •.,-1„I NIPPLE Ir_- �s.. 6„MJA FLG GV �=. .n la:iWa'ul i[lu 0[ NG AnU (TEST UARE n( /Iso) S 12,000/501, BEARING{1RlsS Ii(T1 Stl vALutl .W _�� 90 ELL Z INc ,-, - �� c� /� �+��++ /L DEAR,NG AREAS 'N SICUAR[ FELT CLASS "A11 CLASS ll B II ^SASS 11�II -- -- --- --- I,Na�V hl I I a�.+r�pltl-' `�_2”RIGID COPPER It1�I�r' m-1011"� - --i�..._ 9 i�� ,f1. 1. ---- - - - - -y SAND BED TO TOP OF _-_�-c I FITTING I[[,wYt. 10•DENO r[t Pu'ac(o a SO° ELL COPPER / �.�• t"' 7;7", 11 1/4 / ' sI![ P'-UG ON ►lUcO[p ON RUN [[ND BEND .ENO ° w � $:=.ic� 'n TIN I car cools A, A: UR9 'SIDEWAL.K APPLICATION 90 LL' ! t -rr-q -�•' L tr 77 o- 1•• I f , o- CUL-DE-SAC APPLICATION (CONCRETE - - MAIN W/ MJ. 6"FLG TEE TRENCH BEDDINCDETAII_ —z D ! D _._! _ _; — _ "MJ A MJ HOL ING SPOOL cc_ THRUST BLOCK (S-- PLAN FOR MAIN SIZE) SEE STRADDLE BLOCK DETAIL 4'A8".16" CONCRETE BLOCK B -s B Ji T e s . f I�B 'o FOR OPTIONAL METHOD I I/2 YDS OF N T.S. lo- !f—- B, LTi :. , G : : I z 11/2 -3/4" DR, IN ROCK 12 B5 120 170 1220 / I ! , f.T "I _'0 s 5 1 -2 ! STANDARD BLOW OFF ASSEMBLIES STANDARD FIRE HYDRANT DETAIL -IS is o EI ! 30.0 11.9 _ 116 G 0 l,o MJM MJM 11 If 0 Et 0� !B o__27O as t _i f S B 20 215 7)! t70 Ss f_ It1 •_,-- 47 24 !,0 _,/0 96 ,SO ft t I!1 B.S THRUST BLOCKING DETAILS w LONG OND9 RADIUS HUT _ "I; LONG RADIUS BEhD5 AS SERVICE NOT[: GREATER THAN ,f• %• CONNECTION THIS TYPE OF MArrHULE SHALL • REQUI REO PIPE MIN. 9"A G IN 2 LIFTS-- of BE 1.2.+0 0 NLLE:$R PI PC SIZE 20*MIN ' LOCATE MAN/TOLL COVER "L STREET AREAS � OUT OF STREET ARCA_5 PR[r'ER 30° '.. : NOTE' TRUNX,WIN,OR G FRAME UI9 LINE REAM LOW MOLES PRECAST OR BORED FOR STEP• S4W CUT----—� WIRE SERVICE" 70 NOTCH LID FORor EXISTING[- LATERAL SE w[R LIFTING HOOK - I _ EXISTING _ I -�� CONTINUOUS 4.4" MASA SEWER EIV[ FLOW RESURFACING TRENCH WALL OR 2'•S" TEE FRAME. / I ' MUST EXTEND FROM I0 S O At SHOWN. I ,,I }'• SMALL RE HORIZONTALLY SH\CED 12 'z d/4 -Q'---- -#►';' - "'? `1 ,,.Y- 1 CENTER TO CENTER YANHbLE STEPS Q ,C SEWER TO UNDISTURBED Ip .�• / �\/ NC►F�L\PL EARTH. \ tTEPf / •Y. MUST BE TIGHT AND TERMLY EMBEDDED .� / LU *41St F , \`\ C\ 1 r I / % CLASS A CA.�,a BACKFILL �( '//!� COVER B FRAME TO • ° ,•• - Or- -.'1 ,' BRACE b" FOR PIPE 24" OP LESS '• � . K MACHINED TO A ' TRU[ SEARING ALL AROUND _ _ _ _ _ COMPACTED ORANGE Y_-_ I AGO' FOR ►IP[ 27"OR LARGER F. r•• / -� • ZO•TO 70• ` BACKFILL TO UNLSTURBED Z O • - v / \ _ \ EARTH, MINIYWI 2'0" WIDE MAIN SEWER LING \ \_I j/ ,�.•• ,-�;"'. /L ' PAIN,TRUNK OR LATERAL T CLASS D P PAIN, TRUNK, OR I � ' IBI LATERA( SEWER 3/4!-0 GRANULAR , (8) ° USE ONLY WHEN WORKING AREA _ _ • � ►H PROHIBITS IRi1NG EAI � , Y• BACKFILL O W / _ � I� 12 •'•r ° iA' = COMPACTED ORAV[L UNDER 12' CAST IRIXI COVER \ -�-- --�_ MATCH FINI9MED ORAD[ OF STREET \ ) /-4"S' 2-S/G--f H' COMPACTED GRAVEL OR CONCRETE T[ \ G FRAME ! / MANHOLE -I - _- / A STEPS ASI/ f �I�.-I/2 •r. I W ENCASEMENT BETWEEN 12' AND IS',* � (So 71•wdN PBR 1 _/ REQUIRED I-6/S` • � `V' p 0[PE NOIMO DM IOII CONDITION •1L�� •• 1 0' ° n .s 22 - - -- - -- - -- - RIS(R RINGS VARIABLE W CoNCRITl ENCASEMENT OVER It' SET FRAME - 'c, c ZY' _ W °•, o o•• A Q / �` m'.--- ,� -� CUTAWAY VIEW PRLFORM[D PLASTIC GASKET ECCENTRIC MANHOLE TOP. b •o. m OVER 12' USE CAST IRON AND IN NOIITM PIPE � COMPACTED GRAVEL IN LIEU 01 1 d Oily •• •a, j - _- A OREIORMEO PLASTIC GASKET 1_jy1K I I / c CUNCRI TE INCASEMENT �,I Ii 1 12 ITANDAAD •°•�' o !" MANNOLI ,R19EJq � - .- -- PLAN n *MAY 00 TO 2,' DEPTH R THE S • +' U o o TRENCH ABOVE THE PIPE IS d.•'• . I LIMITED TO !LT' ACC gpalNG TO ` COMHFTC 1 1 Y,(' _ 1 PRECAST MI •o BACPFILL CALCULATION!. , —CONCN[tE i -- N" ►LM PIE-[ 24 aA -1 12' D• 1 0A ECS! I, °-i ,` �'1:f �fpwRRCI[D flftw A I RAT( HEIGHT S_ •S' 0 1 ENCASEMENT 1. I VARIABLE. "---'T- C, T H �- WELL TfIAC[U SN" O OSE Rh,fORUNG J W P i •'e•'A o SO' SUR PIPE 21% -'N v J-.� STEEL S d' 4 s 1 ..• CRUSHED RUCK -. = 1L4GO ' n• ,° ° • _ r 'O ON LAAtt• _ 1,r.•r AS SAPS l� 12• 25' 4 3. e 'x'•41 t: CENTERS EACH �-'._ .�i' PIP[BASE 1 �•UNCISTURSED EARTH CONSIRUCT C..INEL I 12.1/2 1 WAY Til 1) .��'��-..— MAX A .N _-.� • .1.'r'• 9-t 9 S WIRE [' MQU OR APPROVED • 51111.1 IN IIELD SIDE. FRONT � ) cowl. BACKFILL IN STILT AREAS _POUR BASE FULL SI" MATIRIAL: 5/4" GALVANIZED STEEL OR V[RTICAL - 1 / --- w/ L IFS/0 ISAGAINST CUNB, FILL ROCK TO ICONCRt II ,+ ,' w1011/ OF TR(Ht?1 STAINLESS STEEL OR AP TYF( BACX OF S/W ENCASEMENT) , 1 _ A S TY A-2071 OR APPROVED TO BE USiD ONLY A [OIJAL 2.[F3/W ISNOTAGAINST CURB,FILI. ROCK WITH PRIOR AO[IICY • 1 •"� + R �9, �•, ` �' `y;- SET IN FRE]H 2'OACX FROM CURB APPROVAL r I - _.. ..-. _ __. _ •_ _ _ l_ A •IN,I I DROP: o o p -p - *POUT, • PRECAST CONCRETE MANHOLE BASE PIPE BEDDING AND MAXIMUM 2'0" L o 0 o V 12 YFRTIUL DISTANCE,• •- ('-qr - - 17 1 ArER IMPORTED STANDARD MANHOLE CITYOFTIFARL� BACKFILL DETAILS SIDE SEWER STANDARD MANHOLE INY(RT TO INVERT MIK OAS[ MATERIALM/4-Ol DEIGN 6r Af'VOVED BY Oc-,+1-JN t,11 - - Uf OREGON GA _ �_� CONNECTIONS Uf FRAME 81 COVER Uf STANDARD MANHOLE V U STEP UnIfIN B••V•Y•G•AG•ncY bCAL[ DAT E S WJLLJIN1, rl, Un11NG MwYq•Aq—y r— NT-5 6150(e^ �j-L Unman S•..•,•9•A0«,cY _ unulN S■.rt..G.A••ncV Unlll•d S•..wage AG•ncr Date Revision g SHEET NO. Y - --- ---- --- --� _— Design Date Pf�]/��[ TIGARD K ORIFlowDy AK --------- - - — — _ Drawn Date - - — P. 0• BOX 2302 r — �� - - -- RIES T p E N C I N E E RING � 90 - rIGARD, OREGON -- --- - --- :> -- N G LAKE OSWEGO OREGON 97035 -- -- _ Checked Date Oregon 97123 (503) 649-2927 '�' �r 1� � 9' PROJECT No. — - — 5340 S.E. Hacienda St. Hillsboro, i PTS (503) 684 DETAIL S— 6541A. .. ....."_•M•iNirww,BRr,•r•r,•.•�-.+•.w._.••+«,•w ,IK.••,••."PIAY.I.rw••• ,w.N.+••-MY.'e.•e!„+.+--.a.«..__..�- ._ -.� u j _ T -. * -�II��IIIIiIF(III')I1+IIIIFIII�I1 �111II�'IIIII'i'�fll h l i VIII II I(III�IIrIIIllllllll IIIIII)1111Ii��II�IIIItIIIIIIIi�IIIIIIIIIII�IIIIIiIIIIlI11)IIII111IIIIIIIIIIiI11111�111I1t1lIII , , , [ ; r �■.._..... I ,.r 2 3 4 5 8 7 8 9 10 I I 12 I _ NOTE: IF THIS MICROFILMED • DRAWING IS LESS CLEAR THAN THIS NOT ICFr!-'IT IS DIME TO J}f QUALITY OF THE ORIGINAL ------ - ----�v---- 4 b l a R RAWING. QE 62 62 LZ RZ SZ I2 E2 ZZ IZ OZ 61 91 LI 91 SI IFI EI 21 II 01 • 9 L 9 S 1 E IM•ABw �, IEtll,1111)Ii11111111111IIIIIh111111111111�1111�Itu1uN'Itll�lll�lE1�I�Ilul111HN11�IIIIIIHIIIIIINIuI111111H1,II�111111111111l1i1jl11Nltlllll lunllu)hulRfRtttltlClnlrttL�inllttlYlIlI111111111111ulllnllllw �w�►u�l�lulllult111��IttNl " ' JULY 7 1992 �EFER 1 1 • 1 .T 13 c Q 7.1 A OS! 'M ? (4 \ _ iii / '. O. „ •Q T Lo W � CL �, 3 a 1 _ vi z � �— ad \ tc — r4 en dry O Z ` a In N Y C } J W �.;a I c _ ¢ I N . a a u - ts �� a > > > a as `t ►�'- 4 3 C a s a u Irl Q� y1 u o fV ((�I~ �' N N N N •+ l� G IU U w "'. �u' OL - a � O U o cr U L a a r� m rMI 3 wCD � j ~ I J � cr ww i^ O wry 4 cr r , w v a �]L D N --� � > awJ � a r � No w �m � i Z rU. 1 � i a o _. Lo Lo ri cr LIJ n- C owe f1 n>- Si-iwcn cn µ � DCO tJm.CC Q _ > I u �p �f pA I`C�! r } d Q4Cvf, I �I � SO W ccI � Ipwp-- 4' a rau � r� �F ~o � � � IC t• 2 y p u m .u. QI xF� r rz G� Cc z V X u aU 4 to u T ` �+ C 1 `� J m u u Uy N O -U5 .�. _''.� - 0 a r w a0 U) M g g 3 02 EU Nl) w ¢ r Q aims l� pvl0 -J CC qp�� Z w r J r r w w > r p r p tv ry cI B u u a r J u � ¢ a) a = w 5 � (fl w r 'J q a 7 (11 u u u u uwi � � m � � a Sa > r rw ~ U. \ � ¢�qa a_ a CL a N 'n g a O I 7 N '� , ¢ Q fN r) : �a JJ i I I I Z u w ,7 a- 0 0 - pO m a ❑ 4 r � f \8 � I tai ,®r_ ? co 7./ JI 01 mtfra — , , rel IL i n FINAL PLAT REVIEW CHECKLIST Attach copy of submitted Plat Plat Name: L .c�.l? �[i Cast. Number F-r--• _ --..... _........_ ._...__....._...... _.........�_ .� Address(s) ,)r7 (Do NOT release addres es stothe public without consent of the Engineering Department-. ) Contact name and phone (Fill in when plat is dropped o f) DATE: RECEIVED: / "RETURN TO SURVEY DEPT. AFI-ER REVIEW" ENGINEE',ING DIVISION Review items considered Survey Related 1 . Plat boundary description 2 . Lot and tract square footage calculation check 3 . Centerline monumentation 4. Bearings, distances and curve dat,4 List Engineer Requirements: C 1,mments : r— �•x�uf±rtirX;r�.,,r.huaivgrt.'utrw'4.. �+stladt{i',Wiu(Id1WyftiR11 ENGINEERING DIV'IS'ION Review items considered Drafting Related 1 , Update City—wide maps (� 2. Assign Address(s) (front Waage) ✓ 3. Street Names [t- Cpm monts; It Y BUILDING DIVISION Comments ; Hy Y 110 1 1 PLANNING DIVISION Review items cons iderod 1 . Phase boundaries [".1 2. Lot and/or tract size and confiquri+t:ion [� 3. Lot and/or '�!.ock numbers [ o 4. Access restrictions [� 5. Conditions of Approval [YJ 6. Private streets (location, width, etc. . . , ) [1v� 7. Preliminary flat approval. data 1 year' period OK [✓� 8. Special Deed rest-rict.ions 04 9. Taxes, special assesiments paid 1 1 10, Open Space (Deed or Dedication) [111} 11 . Non—Remonstrance Agreements [a� 12. SPECIAL SETBACKS ARE —.7W 13 . Assign Case Number (above) [� 5 VC-0-?-, List Developer Requir-omont.!, : Other L.,,nments : Fly. 1 ENGINEERING DIVISION Review items considered Engineering Related 1 . Location, width and purpose of easements, conveyance. (� (Specific and general public ut:i ] it:y oasoment:s) 2• Reserve strips 3 . Open Space areas, public improvements 4• Curve, corner, and cul--de sic radii 5. DedicatiunfVelzattty, ( 6. Street location, width and a] iynment 7. Public Improvement guarantoe Ok L 8. Conditions of Approval 9. Sewer availability letter prepared A,;A , C�OT PIre%Jk 4.e vlcic� 10. Non--access areas marked on attached plat (D/W, coir. ) (yY✓�ttd► List Developer RequiremNrits: (btt a nm^ e"V ) (02 dim Iilh IAA Lt._ f N 1 r tI 1. � List Lngineer• Requir•enuonts C pllllllrtrltS Pet V-�e1►"A-2.4,4 e.e. G 4'✓t� �-16 K � .. a Lee" Po s c b\,4 �W be- HtC0V. tq fly _. acr •., r�wwwdf4w�wrkMtlsaergrArm �fwaifiltIWW w Returned to Developer for correction BY: DATE; Corrections reviewed and approved BY: DAl F. Forwarded for City Signatures BY: DAI E Released to developer for recurding IIY : DATE:: RECEIVEF MAY 31989 Fr— CCM Carnunit p Ek)CWC Convany lapm�� n� Date 4-27-89 G-:ntiemen: Re: Ti&ard 11jrk S"hdivi.Qinn- S14 T gnrdg Attached is our proposal for providing underground electric service tc the above noted develop;nent . Our preliminary investigations suggest that this proposal is compatible with existing and/or proposed project and utility construction; however, If there are any conflicts with your existing or proposed installation, please contact me at your convenience in order that the plans may be modified. Very truly yot,rs , D D Spencer 643-5454 x127 Service and Design Consultant Joie ;;u. W5685 C'.'Pies to: 1 - City of Durham - 63'l-6851 City of Durham, Engineering Dept PO Box 23483, Tigard U1; 97223 1 - Tigard Water District - 639-1` 54 Robert Santee, 8841 SW Commercial St Tigard OR 97223 1 - City of Tigard - 639-4171 City Engineer, PO Box 23397 --� Tigard OR 97223 1 - City of Tualatin - 692-2000 hike Idr_Killip, City Engineer 18880 SW Martinazzi Ave, Tualatin OR 970b2 1 - City of Sherwood - 625-5522 Director of Public Works , PO Box 167 Sherwood OR 97140 2 - Clackamas County - 655-8521 Clackamas County DTD Road Engineering 902 Abernathy Rd , Oregon City OR 97045 2 - Wilsonville - 682-1011 City Engineer, PO Box 220 Wilsonville OR 97070 2 - State highway - 238-8254 Larry Olson, Utility Specialist 5821 NE Glisan St , Portland OR 972.13 2 - Northwest Natural Gas - 226-4211 R. D. Polvi, Supervising Engineer 220 NW 2nd Ave, Portland OK 972UZ 38.3A14 Weslorn Division 14655 SW Old Scholls Ferry Road -Beaverton,Orryon 97007 643 5454 MEMORANDUM CITY OF TIGARD, OREGON DATE: April 25, 1989 TO: Gordon Hobbs II FROM: Jerry OfferY'Assistant Planner SUBJECT: Tree Cutting// - Tigard Park Subdivision (S 88-02) The removal of trees within lots 1 through 12 of Tigard Park Subdivision to allow for driveway construction And home construction is approved as you and I discussed on our visit to the site on April 24, 1989. Trees that you had tagged for preservation shall be retained. Trees in required rear yards shall also be retained unless they are dead, diseased, or severely leaning. The attached map's shaded areae approximate the area in which trees are to be retained. The markings on the trees themselves, however, are the controlling indicecore of which trees are to be retained or removed. Trees with a diameter of lees than 6 inches at 4 feet above grade are not subject to the tree removal requirements. jh/memo.jo r a DENOTES 5/8"x30' IRC SOD VATH PLASTIC CAP INSCRII POST MONUMENTED PER ORS 92.070(2). 3/4» I.P. HELD 72.90' :.-._. ,� x S88'14'18"E -- ; Jr85.0o, 94 5.4 " sy. -ft. aq .: . - � �;' •. yN g at at ui ✓S �, tPz O/olO N ' 45 WR '0 F 40 sq. ft. 9 . S 8872'12" E 7,501.01 sq. ,_ r _ . l 1 10. 'Q� J * 108.87' E ,; : `� 105.07' \'�--:=r -c �'11f�'13 W E' z 121.51 - 4 W — - 3 _ 3' > 85 sq. ft. �� -I0- 10 o o w ,�,.... �!� 7,861.15 sq. ft S 88'16'13" E 3 I Y f rl Q 88'16'13 132.99' o - v ,•, ,5 0.00 eq. ft. wi _..W 'n 7,50 .00it + 88'16'13" W "� I , . 136.00'~ z -16'13»�W -V y " 25 25 - - 1 - - 3 �. .791.50 sq. ft. •r I A,60G 2 .� 4 sq. ft. ► M00 120.97' "to I .. 3/4" I.P. 10.00' . Npr 0.2Q N ��-- —_-'vEHuxUUR in ---.__- 1 N N 88'1 F 13" W -- -- - - - - - - - - --- -- �� 110kAL DEOIC, N88'16'13"W --- 161.00 _ I BASIS OF BEAR N S.W. TIGARD STREET $ 88.1x'13" E s 88.1 -- ---__ CO. RD. NO. 91 5/8" I.R. W/ALPHA CAPS&!'16 1' 3'E -- N.E. COR. LOT 15 "GALLOS VINYARD" 740.84' JJI CITY OF: TICARD RFC:EIP'7- OF PAYMENT REE' 'NOt (j0lO,"-"s45P— CHECK' AMOUNT 7 NAME DON MORISSEVE PLOPS CASH AMOUNT . 00 ADDREGSs PO BOX 19!.A'r-,,; PAYMENT DATE 2 14-89 PORTI—AND., OR 9-, 219 BL.-OCk.' NO/ADDPi TIGARD PAPK SUBDIVISION PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF: PAY11FNT W(JUNT PAIL) PUBLIC IMPROVEMENT PEPMITS; 7,OVO. -13 sTRFET 1.-].(7H'TIN(3 FEE.[--3 59c,'. C14 II TATA(.. AMOUN-1- PAID 7, 679. Z-7 City rrigirwor 13.125 Sw 11.111 Blvd. Po Box 2339/ 'ligard, OR 97721 RF: -T I RD ,,P.N (Name of Project) Doar City 111*rigirwor: Wo hoi oby cortify th,--it Leonard A. R ell .............. .............Y,� —A-1—IL".." ........... (Name of Engineer) hai; boon rotairiod by OR::AKCornoration, -Inc. Portl nd ................................... ...4........... ................. .4 (Nam( of Developor) Lu perform tho rollow inq work purtinerit to the i.Above projoct. 4lr— -- -g- vorify the existing survoyiny information as nocosuary ror thaw de4iqn. I2. ir nocossary, provido for Iho export iso Of othor vric3irwors such ic; noil.:t or structural onqinoors and, mmrqoe materials and systoiiw testing. ha A L14, C'j A -1 I-d- A- —A 460401,41-00, W t-~ifm-4- 4. Supply construction -Aakinq. Provide odoquoto inspociinn U., astlury comp] iorico with City I,-'.;ppcifIc-at i ons, and keep iccurat.o Flold nototi in ardor to pr opary "at; built." drawings . 6. Upojrj complvt ion of tonn1jLj.j(.j itin provido oriv not. of a!s btAjj.L drawim 5 on my I ar to Lho C,i 1.y . 7. Upon ctimplot ion of construtA itim prov i(:k, wri Lton certification that all improvomont.-.t oro l imp I o to 1r1 4 c c 1)t-d with the approvod pl,Ami and spot i F i t ,ii i ons. R . Oj)t"j i Y F)t.'ior to any subntrtnt. i al dev iM ion from the approved p 1,-.Ans 9. Rpsolvv ent;I invor i rv.:j rand construct kin ro lat od prohl vnis as may ar-ise Wo agroo Lo not.i Fy I ho Ct ty I mined J ate ly i f tho abovo agreement is tor-minatod or if the I rig invor f'ot any roi.vion is unable t perform the above duties . C7 rz A.............. .......... J., ............. Date /1)20411 i CoCo Cv 0 Co w I NCD M O I-- v w W Q 0 x I z � a � w _ z,L¢° o 4 ii(-)o_ z • L wzY� I Ln i Ym�NC(] I 3 C J o In I � )PQ w rO 0 I 0 0 Ir o ru 0- ruV Ln 0 o r 0 4 ru W L� W I W ¢ ry W I Wm z t 0 cn Ln ro L cc z �� d F n ` Y m U l_/ W W ~ I 11 „ 2�O I I CITY OF TIGARD, OREGON DEVELOPMENT SERVICES DEPARTMENT PUBLIC IMPROVEMENT FEE COMPUTATION SHEET Project Title: ! .�r� �JI �C _ Imprv. �C/L�- �✓/s/Uy Computed By: Date: --Ib' -Z.Ge r 1 . PROJF:taT PERMIT FEE (T.M.C. 18. 164 . 150) : A. Improvement cost estimate, less sanitary sewer. . . .$_ //4 . Z7. O (Adjusted Cost) B . 0.04 x $_ //�4 7, ot, _ . . . . . . . . . . . I . . . . . . . . (Adjusted Cost) 2 . "'ANITARY SEWFR MAIN, PLAN CHECK AND INSPECTION FEE (Ord. No. 85-02) . A. �-:ontract surcharge applicable . . . . . yes, no. (agreement name) 8 . Sewer Improvement cost estimate $ S2, 74,:,, 0.0 (sewer est. ) C. 0.04 x $� 5 �7�>5, O-C' _ $ z. /C-',to U _. (sewer estimate) --'- (fee) [or] $100.00 min. , whichever is greater . . . . . . . . .$ 3 . STREETLIGHT FEE (T.M.C. 18. 164. 130 (x) & 3 .00.010) : A. P.G.E. Schedule No. `> / Option No. !3 ; Typp of Lamp "A P. 5 , Dens/Watts Type of Pole eo Height _ (monthly rate) (no. of lights) $_ -C , 4S _ x �° = ` (monthly rate) (no. of poles) $_�. Z "Z.?,a_ + L 1�` x 24 months = . .$-- ��19. Olt- (subtotal lights) (Subtotal poles) 4 . TRAFFIC-PEDESTRIAN SIGN FEE (T.M.C. 18. 164 ,030(u) : A. Stop: @ $_` _ _ $- _— (number) (each) (subtotal) B. St . � C Combo: @ $ D. No. Parking; @ $ = $ F OM--3R i @ $ (Misc.) r — — @ $----- Sign(s) Total- . . . . . . .$ 3 7 7. d S S. GRAND TOTAL (FEE'S DUE). . . . . . . . . . . . . . . . . . . . . . . . . . . . . .$ 7 (p'7 9,.3 RnraiAt' No. : OUI D 5 Date Paid: — f —�9 Chock ✓ Cash _ 4. __.4._.L.._ _ 09?OP X3.7 4 X 24 4-r ,c 4 x 2-4. C4� 4,40 n 3 x L4 s 3I�, go .45 x 3 x Z4 = ,F 3Z,40 34`1 -—7-0 Opi MAI! '�9y,3ie s349.Z0 x 749, s` rt 740 pro sR`T•o�fP.�a� A,y -swsz ��•�Jwf SUBDIVISION COMPI I ANCA AGREEMENI THIS AGRI-EMF:NT dated Lhe13 _M� day of 198O4 between the C] FY Of _11GARD, a municipality of State of Oregon, hereinafter termed the "CITY, and OR—AK Corporation hereinafter termed "Petitioner." W I T N [ S WHEREAS, Petitioner has applied to Lhe City for approval for filing in Washington County, a subdivision plat. known as Tigard Park, in Section 34 Township 1 South, Ran 1 We-st, Willamo(,Lp Meridian, Washington County, Oregon; and WHEREAS, the City has adopted Lhe ',ctandard Specifical.ions for Public Works Construction by Oregon Chapter APWA, for street, storm drain, structure and related work, and Unified Sewerage agency Standards and Specifications, for sanitary sewer construction, prepared by professional engineers, for subdivision public improvement development; and WHEREAS, the public improvomonts 1,1.) bo construck?d in Petitioner' s development are incomplete, and the. parties desire hereby to protect the public interest generally and prospective purchasers of lots in said subdivision by legally enforceable assurances that public improvements will by installed as required and completed within the time hereinafter set forth. NOW, THEREFORE, in consideration of the foregoing premi4es and the covenants and agreements to be kept and performed by the Petitioner and its sureties, IT Is HEREBY AGREED As rot-t-ows: (1) Petitioner shall procood with development, with the intent and purpose to complete all public improvements except sidewalks and street trees of said subdivision not later than two (2) years from the (late of this agreement, and Petitioner- agrees to comply with all subdivision standards as set forth in the City's Subdivision Ordinance and the standard specifications of the City of Tigard, to comply with all terms and provi,!ions specified thereinregard this improvement by Lhe Council and Planning Commission of Lhe City of Tigard, Oregon, or as maj be specified by the Cotrmunity Deve'opment Department and to use only such material and Lo fallow s-ich designs as may be required by or approved by said Department_ Petitioner shall provide certification of installation conformance and one as--built mylar, both stamped by a registered civil engineer, to the City prior- to City inspection of petitioners improvement work for City conditional and final acceptance cons ideral.ion. (2) If the Petitiotier desires to proceed to record the development plat prior to completiun of installation of all required public improvements, Petitioner agrees to tender to the City a surety bond in form approved by the City in the amount of $_161,5 (or in an amount equal L,3 the value of all ► incomplete public improvement work plutt the sone year guarantee amount) , I PLAT SHALL NOT BE RECORDI-D UNTTL Al L PURI tC f.MPROVVMF Nr!; ARE COMPLETE OR ARE ASSURED. cn/7671D (3) In the event that Petitioner shall fail, neglect or, refuse to proceed with the work in an orderly and progressive manner to assure completion within the time limits, upon ten (10) days notice by the City to Petitioner and Petitioner' s sureties, and such default and failure to proceed continuing thereafter, the City may at its option proceed to have the work competed arid charge the costs hereof against Petitioner and Petitioner's Sureties and in the event same be not paid, to bring an action on the said bond to recover the amount thereof. In the event such action be brought, Petitioner and Petitioner's Sureties promise and agree to pay, in addition to the amounts accruing and allowable, such sum as the court shall adjudge reasonable as attorney' s fees and costs incurred by the City, both in the Trial Court and Appellate Court, if any, or the City may, at its option, bring proceedings to enforce against the Petitioner and/or Petitioner' s Sureties specific performance of the contract and compliance with the subdivision standards and ordinances of the City of Tigard, and in such event, in like mariner, the City shall be entitled to recover such sum as the court shall adjudge reasonable as and for the City's attorney's fees and costs, both in the Trial Cour•L and Appellate Court, if any. (4) Petitioner, concurrent with the execution hereof, shall deposit with the City an amount estimated to equal pole and lum..nar maintenance fees, for street: lighting facilities within the subdivision, according to Portland General Electric Schedule #91, Option "B", together with a further sum equal to the estimated cost of providing electrical energy to energize the street lighting facilities for a period of two (2) years from the date of initial energizing of said lights. Said amount being $ 599.04 _ (5) The City agrees to make and provide periodic and final inspections whi^.h in the City' s interest are desirable tc, assure compliance herewith, in co.►sideration whereof the PeLitioner shall pay prescribed inspections fees * (6) 'Che City agrees to install street identification and traffic Signs within said subdivision, in consideration of payment in the amount of $ 379. 85 (7) At such time as all public improvements except sidewalks and street trees within the subdivision have been completed in accordance with the City's requirements, Petitioner shall submit a "certificate of installation conformance" to the City to notify the City of readiness for conditional acceptance inspection arid, then, upon notification by the Department of Commu- ►ty Development that the requirements of the City have been met, the Petitioner- will submit to the Cite a good and sufficient guarantee bond if not already provided with the performance bond, form approved by the City to provide for correction of any incomplete work or, any defective work or maintenance becoming apparent or arising within one (1) year after conditional acceptance of the public improvements by the City. (8) Upon receipt of certification from the Department of Community Development that all requirements have been met, arid a One Year Guarantee Bond, the City agrees to conditionally accept the public improvement subject to the requirement of completion of all work and correction of deficiencies and ma'.ntenance for a period of one year as hereinabove set forth. (9.) That, in addition to or- supplementary of the requirements of the City' s Subdivision Ordinance and the provisions hereof, Petitioner binds itself to conform to the following requirements, scheduling and limitations: *Project Fee $_41589.88 _ Sewer Fee $ 2, 110.60 .� 2 (a) None of ,ne lots of Petitioner's subdivi—on as described may be occupied for residential purposes until an occupancy permit is issued under authority of the City and no occupancy permit shall be issued prior to conditional acceptance of the subdivision and to the time that the sidewalk paralleling the street for each developed lot proposed to be occupied, is installed as a part of the development; provided that all sidewalks as required by the plans and subdivision code shall be installed throughout said subdivision not later than three (3) years from the date of this Subdivision Compliance Agreement. (b) All landscaping trees on that portion of each lot between the public sidewalks and the curb (parking area), if required, shall be planted in place prior to final inspection and issuance of occupancy permit for each such lot in the subdivision. Provided that final inspection and application for occupancy permit occurs within any calendar month from October tc April of any year, such plantings may be deferred until the next following growing season. In any event, all required landscaping and trees in all areas shall be planted and in place within the entire subdivision within three (3) years from the date of this subdivision improvement contract. (c) After conditional City acceptance of the public improvements, the Petitioner agrees to place an asphaltic concrete overlay on all roads within the development; rlacement scheduling to be approved by the City. (d) Compliance with all. terms and provisions specified theretofor said subdivision development by the Council and the Planning Commission of the City of Tigard, Oregon, in regard to variances allowed from the subdivision ordinance, conditions specified by the zone use classification and, also, on the approved plat(s) and plan(s) , (e) Petitioner agrees to correct any defective work and to perform any maintenance, upon notification by the City, arising during the guarantee period as hereinabove set forth. (10) At such time as all public improvements have been completed in accordance with the City' s requirements, Petitioner shall notify the City of readiness for final inspection and upon certification by the Department of Community Development that all requiremenLs of the City have been met, the City agrees to accept said improvements for operation and maintenance responsibility, and release the Petitioner's guarantee bond. (11) Thr! parties hereto hereby adopt the form of performance bond, copy whereof is hereto attached arid by reference made a part hereof, and Petitioner agrees to cause to have said bond executed and filed with the City concurrently with the execution of this agreement at or prior, to the time this agreement is executed on behalf of the City. Petitioner further agrees to maintain said bund in full force and effect until otherwise authorized by the City in writing. (12) Iho specific requirements of Paragraph 9 hereof shall for all purposes be included as a part of the obligation secured by the aforesaid performance bond arid the City shall be entitled to recourse thereto in the event of default on the part of the Petitioner with respect to any requirement thereof. _ 3 IN W11NESS WHEREOF, Petitioner acting by and through its duly authorized undersigned officers pursuant to resolution of its Board of Director's has caused this agreement to be executed, and the City a�;ti,rg pursuant to resolution of its Council adopted at a meeting thereof duly ar,^I regularly held on the day of — _ _ 19 has caused this agreement to be executed by the Director of the Community Development Department. PETITIONER: (OR—AK CORPORATION) By: B y --- CITY OF TIG D, D, OREGON By C/ry (Attach Notary Acknowledgement hereto) Return signed copy �o; OR—AK Corporation JP.'O. Box 2302 Lake Oswego., OR 97035 684-6541 n/7671D 4 a�1 q CONTRACT DOCUMENTS FOR TIGARD PARK STREET, WATER, SANITARY SEWER, STORM DRAINAGE AND UNDERGROUND UTILITY IMPROVEMENTS For a 23 Lot' Subdivi.sion Located in The City of Tigard , Washington County, Oregon 12 APRIL 89 OR-AK Corporation P.O. Box 2302 Lake Oswego, Oregon 97035 PHONE: ( 503 ) 684-6541 1 AGREEMENT THIS AGREEMENT, made and entered into this � day of /Z-i � 1989 , by and between OR-AK Corporation, Party of the FIRST PART, hereinafter called Owner, and Quality Rock Company, Party of the SECOND PART, hereinarter called Contractor. WITNESSETH That the Contractor, in consideration of the payments to be made and promised to be performed by the Owner herein specified, ':--eby conver►ants and agrees to furnish all labor and materials for, rid to construct and finish in full compliance with the Plans and Technical' Specifications in a most substantial and workmanlike manner to the satisfaction described in the Contract. Documents and Plans for the STREET, WATER, SANITARY SEWER, STORM DRAINAGE AND UNDERGROUND UTILITY IMPROVEMENTS to Tigard Park in the City of Tigard , Washington County , Oregon, hereto attached. Th(� work to be done and the class of materials to be furnished �h�ll be in accordance wit the Proposal made by the Contractor (in the 13th day of April 11389 , all. in full compliance with the Contract Documents and Plans referred to herein . Copies of the Proposal under which the work is to be undertaken, AS well as the Plans, Special Conditions and Technical Specifications are hereby made a part of this Contract and are mutually cooperative therewith. Anything shown or called for in one section of the Plans and Specifications and omitted in another is as binding as if called for and included in both. Any work riot herein specified which may fairly be implied as included in this improvement shall be done by the Contractor without additional. compensation. fN WITNESS WHEREOF, par •.ies hereto have caused these presents to he executed in triplica e. Pfirty of the FIRST PART Party of the SE 'OND PART I HJ By Gordon Hobbs, President Darrel Harden , Pr s-ident OR-AK Corporation Quality Rock Company l PROPOSAL OR-AK Corporation P.O. Box 2302 Lake Oswego , OR 97035 Attn: Gordon Hobbs , President Re: Tigard PARK Dear Mr. Hobbs : The undersigned bidder declares that the only persons or parties interested in this Proposal are those named herein, that this Proposal is in all respects fair and without fraud and that it is made without collusion with any representative of the Owner. The kidder further declares that ( a ) he has examined the Plans , Technical Specifications and other proposed Contract Documents , ( b ) he has determined the extent , character and location of the proposed work, the nature and type of excavation to be done, the location and conditions of existing streets and roadways giving access to the site of the wprk , and the topography of the site of the work , and ( c ) he has personally inspected the site of the work and has satisfied himself as to the conditions of th:� worl, involved, including the fact that the description of the work and materials as included herein is brief and is intended only to Identify the said quantities with detailed requirements of the Cont.rart Documents. The kidder, does hereby propose to furnish all materials , tool~ , equipment and appliances , and to perform all labor and work necessary t.o construct, and complete the STREET, WATER, SANITARY SEWER, STORM DRAINAGE AND UNDERGROUND UTILITY IMPROVEMENTS to Tigard Park located in the City of Tigard, Washington County , Oregon, and all specified work appurtenant, thereto, in accordance with the Plans and Technical Specifications prepared by Land Development Consultants, Inc . for the sums set forth in the following Bid - Item Schedule . Name Of' Bidder: Quality Rock Cam an Address : 21..630 S. W. Farmington Road Cteavertot1__Oregon _ 7 AA Date : �,+ r 3-- __ t Darrell Hayde , P .side t — 3 uEAVERT(;V, vn. 1/U07 j503) 591.7252 TIGARD PARK-Tif;ARD, OREGON Page 1 fca^uAry 27 , 1989 A . SANITARY SEWER 1 . 8" Sewer Main 1 , 139 l . f. X $ 17 . 95 $ 20,445 .05 2 . 4" Sewer Latterals 930 l . f. X 9 . 50 8 . 835 . 00 3 . Manholes 4 ea X 1500. 00 6 ,000 . 00 4 . Break into manholes 1 ea X 800. 00 800. 00 5 . Televise Sanitary Sewer Lump X 200 .00 200 . 00 6 . Ruck Backfill 2564 Tons X 5 .65 14 ,486 . 60 7 . Pump h Fill Septic Tank I. ea X 500. 00 500 . 00 H . Connect existing house 1 as X 750. 00 750 . 00 Subtot'il $ 52 , 016 . 65 B . STORM SEWER ' ' 1 . 10" Storm Drain 70 1 . r. X 10. 75 $ 752 . 50 2 . 12" Storm Drain 4.15 l . f. X 12 . 90 5 , 353 . 50 3 . Break into exist C . B. 2 ea . X 150. 00 300 . 00 4 . U . S . Catchbasins 4 ea . X 765 . 00 3 , 060 . 00 5 . Rock Hackfill 179 Tons X 5. 65 _ 1 , ()11 . 3`_ Subtotal $ 10 , 477 . 35 C . WATER 1 . 6" Water Main 560 l . f . X 12 . 00 $ 6, 720 . 00 2 . H" X 6" M. J . Cross 2 ea . X 500 . 00 1 , 0(10 . 00 3 . H" M. J . Butterfly valve 3 ea . X 600. 00 1 , HU0 . 00 4 . H" M. J . Solid Sleeve 2 ea . X 150. 00 300 . 00 5 . 6" M. ,1 . Gatevalve 2 ea . X 265 . 00 5if) . DO 6 . 2" HIowoff 2 ea . X 30(1 . 00 6UO . 00 7 . fire Hydrant 2 ea . X 150(1 . 00 3 , 000 . UO H . Rock Backfill 250 Tont, X `) . 65 1 , 412 . 50 Subtot,;i I $ 15 , 362 . 50 D. STREET IMPROVEMENTS 1 . Mobilization Lump X 7000. 00 7 ,000 . 0() 2 . Excavation Lump X 19, 750'. 00 3 . Frrosion Control Lump X 4000. 00 4 , 000 . 00 4 . 16" Curb 1647 1 . f. X 4 . 35 7 , 164 . 45 5 . Rock 1170 Tons X 8 . 95 10 , 471 . 50 6 . 1 '; Cl . H A . C . 170 Tons X 30 . 00 5 , 100. 00 7 . 1 , CL . C A . C . 170 Tons X 30. 00 5 , 100. 00 8 . Overlay existing A . C . 110 Tons X 32 . 00 3 , 520 . 09 Station 2 + 10 to 3 + HO 9. Excavate existing road to 6" below finish grade 56 c . y . X H . 00 44H . 00 Station 4 r 75 to 6 + 00 Continued TIGARD PARK-TIGARD, OREGON Page 2 D. STREET IMPROVEMENTS continued 10. 6" Cl . C A . C . 116 Tons X 30. 00 $ 3 ,480 . 00 11 . Sawcut edge of pavement 685 1 . f. X 1 .00 685 . 00 Subtotal $ 66 , 718 . 95 E . ELECTRICAL 1 . Power Crossings 2 ea X 650. 00 $ 1 , 300 . 00 2 . Trenchinq 1450 1 . f . X 1 . 00 1 ,450 . 00 3 . Transformer pads 6 eco X 2.75 . 00 1 ,650 . 00 Subtotal $ 4 ,400 . 00 PROJECT SUMMARY A . SANITARY SEWER $ 52 ,016 . 65 B . STORM SE'1fR 10 , 477 . 35 C . WATER 15 , 362 . 50 D. STREET 1MPROVTMENI5 66 , 718. 95 E . ELECTRICAL 4 , 400. 00 TOTAL $ 149 , 975 . 47 Stipulations to the above prices" 1 . Thpr,e prices do not include any compacted fill . 2 . No rock excavation. 3 . No street lights . 4 . No sidewalks. 5 . No pavement marking or signing. 6 . No pedestrian. barricades . 7 . If second lift of A . C. is not put on right away , there may be an additional cost for cleaning of A . C. R . Price for second lift of A . C. is for 1989 only. 9 . Cross-section for Tigard Street on page 2 of 7 is in conflict w'th plan on p,►ge 3 of 7 , my bid is for page 3 of 7 . f I � r J �l 1 SPECIALCNDITIONS GENERAL 1 . All work to be performed to City of Tigard Standards and will be inspected durir.g construction by the City of Tigard, the Owner, the Owner' s Engineer and Carlson' s Testing for the purpose of acceptance . 2 . Contractor to provide protective liability insurance to the Owner. Insurance requirements as per Section 31-3 . 04 of the APWA Standard Specifications for Public Works Construction which includes the following minimum limits : Nodily Injury $ 100 , 000 each person $300 , 000 each occurrence Property Damage $ 50 , 000 each accident 3 . All permit fees to be obtained and paid for by Owner- except for normal contractor' s business licenses . .4 . Owner shall obtain City of Tigard free Cutting Permits as rr•q+r i red . � . Owner- shall provide clearing and tree removal as required for construction of the project . F . Payment for all work done to be made monthly by Owner unless arrangements are made otherwise between Owner and Contractor-. Contractor, shall submit in writing to Engineer an estimate of all work performed the preceding month riot later than the 25th of each month. Engineer to review estimate and forward to Owner not later than the 1st of each month . All estimates shall include truck tickets for rock and asphalt delivered to tine project and used for the construction of the street . 7 . Contractor to protect and riot disturb all survey monuments . Monuments dist.urbed ' t'hroughs the negligence of contractor shall be replaced at Cori Lractor' s expense . 8 . Contractor shall maintain accurate AS-BUILT records and shall submit them to Engineer after completion of work. Sanitary sewer information shall include location of tees measured from center of ma►iholes , length of lateral and depth of laterals at end of Iate r•fsl . Water, information shall include descriptions and locations of all fittings. Measurements shall be from center of nearest_ valve . T•IGARD PARK Page 1 of 2 SPECIAL CONDITIONS - cont 'd 1 9 . OR-AK Corporation, hereinafter called Owner, reserves the right to reject any or al.l Proposals and to waive any formality or technicality in any Proposal in the interest of the Owner. 10 . The unit prices Lhat are a part of this contract by reference are submitted with the clear understanding that the actual measured quantities -nay vary some what from the estimate and that. the payment wi , ' be based on the unit price of each item. WATER SYSTEM I . Payment for all water .line and assemblies and mainline fittings shall include testing of the water system improvements to the satisfaction of the Tigard Water Eistrict as well as providing and instdlling thrust blocks and all parts including nuts , bolts , gaskets connections , valve boxes and etc . required for the assembly . SEWER SYSTEM 1 . Video report of sewer system to be coordinated by the contractor and paid for by ,the Owner. STREET CONSTRUCTION 1 . Bid Item for Excavation shall include fine grading and compaction of Lhe subgrade , curb backfill arid grading and shaping of the lots for drainage and appearance following completion of the work . 2 . All. excavated materials placed at a depth of over 1 . 0 feet on f'►sture buildable areas shall be compacted and tested by Carlson Toting . Contractor to contact Carlson Testing tc schedule sufgficient, testing to ensure satisfactory certification of the w()rk. Testing fees to be paid by Owner. 3 . Contractor shall be aware that second one inch lift, of Class "C" asphalt Will be 'placed following buildout of the lots which is anticipated in 1990 . Bid Item for overlay shall include pavement preparation including cleaning existing a:;phalt , application of tack coal and adjusting valve boxes , monument, boxes and sewer manholes to finish grade . '1IGARD PARK Page 2 of 2 t -SPECIAL CONDITIONS - Cont 'd GH/ss 'I'P 5 PROPOSAL R.,i.ROUSE ELECTRIC INC: 10320 S.W.Parker Road Wako Oawepo,OA 07036 636-M4 0P-AY. Corporation gL: Tlgard Park St. Lighting May 24, 1989 Dear Sir: The undersigned proposes to furs" all masarials and perforin .-!t labor necessary a cempini As follotrdag: (.3) 30 foot gray fiberglass poles with hand hole and 6 foot elliptical arm. 25 foot mounting height. 13) 2004!, 240V, r,ori zontal roadway 1 umi nal re., with photo electric control. (2) 30 foot bronze fiberglass poles with 8' tenon and hand hole. 25 foot mounting height. (1) 100W. 120V, LIPS cut-off lumiT,-elres w-ith photo electric control. _1 M: Poles to be installed while utility trench is open Pole excavation by utility trench contractor. Per city of Tigard & PGE specifications AU of the above work to be completed in a substian ial and worknu ml;l<a numaiar for this anin of "'`-'----- ($ 4.532.Ou Des Payments to be made. the work progrosime to the+alue of contract arltount 100 96) per cent of all work romplated. no entire amount of contract to be paid with;a 30 days after completion. Any alteration or deviation from the above specifications involving extra •.oss of axatarW or labor wa odd be executed upon written orders for some, au,d will become an am& charge over the suet maneiased i• " �o�t, d All agteeaea must be made is writing. The Contractor agrees to carry Workmen's Compensation and Public I.iabdiey Imatsranse, also to pay ill $ala Taxa, Old Age Benefit and Ur►emploYYmost Compensation Taxes upon the material and labor fwuniabed wader this coatract, as required by 'lnited Suites governmtent and the Stats to which this work is parfonseL Upon acceptance, please Revecfully ail sign and .,et,irn one copy. R.J. Rouse Electric, Inc. Contnctor ACCEPTANCE You are hereby authorized to furnish all materials and labor required to completer the wont ftwuk med in the above proposal, for which the andenigned agrees to pay the amount mentioned is mid proposal,and aetardima soder terms thereof. It is further agreed that if the charges made, shall remain unpaid for a period of 10 days beyond the pey period above checked, that any balance so remaining unpaid shall bear interest at the highest Iap1 rote permitoad by law. Ia the event that any suit or action is invituted to collect any amount due under any account, whether principal as interest or both, I agree to pay in addition to the costs provided by law, a reaaooable sum as ■etornay's feta. Osie- 41teft"44Ma's PIlNtta►•Mf,Kta/�aMee. INY rN.so 13 8 Q 14' 18"W 12 U - - -------P+� --—1� 8fi 400 30_ �D y M 5 6ol _ r� N J161 - --__ _ �-- ��4 3 0 ' 212 \ I o wl ' 210 -- I 110 w I I 0 -1 \} 208 - t �� 91 ;- 206 - i 0 3 �, 133 M I _� 1 40 I I \ 15 �x, I 133' 1 133 r-T t , II 198 (-5 Uj ftT IU' ..........._.. DEDIGAT IoN 'SAN SEW _ _ «' SAN:SEINER -. 0 WEST AT GkLLO AVE. I - - 196 '�--- ---- --- - - �.'__ 186 . 60 IN 29001 3000 �� --- -• 14 T .L . 8300 31. 6 1 70 I DO' I r f , iT 17 r / 2 �- j 1,50 H r i 0 w $. ,°AI I 206 110 O -I 0 QJ AHI T. L Igo I -- I a" , I I Zpq I :no �Y.y '� i 0 21 1331 i I I Zp2 J�4 ;3 ;;; 22 � 31 0"0 o I I 2 - --- i , / 133 - I 0 -- 13 0 �..... ........................ - 77 3 ,z 90. srM S[w i HYDRANT-- _ �" 6.P. -- 5w 1 J_ so0 IM1 I •..:w.:+w,.h:w:weeaovYw.arsw,, MEMORANDUM TO: Gordon Hobbs FROM: Keith Liden, Senior Planner RE: Tree Cutting Tigard Park subdivision (S 88-02) DATE: 7,pril 4, 1989 The removal of trees within the street right-of-way fog Tigard Park subdivision is approved with the understanding that the trees located on the future lots will not be removed until a plan has been submitted and approved by the Planning Di,rision. The attached preliminary plat illustrates the area that: may be cleared at this time. c: Mike Mills file f _yydMYs --_.--"-"'.•'IYiW+Y�liY4a!vW14WM'v�w.�i��ewi�irFv-niwp _.�.J. ' �� ✓d �� ub. e�la✓ t= V r f=� a Me-wc, a me ��'� PROTECTIVE COVENANTS FOR TIGARD PARK 1 . LAND USE AND BUILDING TYPE. No lot shall be used except for residential purposes. 2 . DWELLING. Each dwelling shall have a double car garage, as well a5 double wall on fronts (plywood or equal covered with cedar siding, or other siding approved by Don Morissette) on all walls facing the street. The ground floor area of the main structure, exclusive of one-story open porches and garagca, shall be not less than 1 ,000 square feet for a one-story dwelling, nor less than 600 square feet on each floor for a dwelling of more than one story. 3 . BUILDING LOCATION. Building locations shall conform to the setbacks adopted by the County or the City in which this Plat is located. -l . EASEMENTS. Easements for installations and maintenance of utilities and drainage facilities are reserved as shown on the recorded plat. Within these easements , no structure , planting or other material shall be placed or permitted to remain which may damage or interferer with the installation and maintenance of utilities or which may change the direction of flow of drainage channels in the easements , or which may obstruct or retard the flow of water through drairinge channels in the easements. The easement area of each lot and all improvements in it shall be maintained continuously by the owner of the lot , except for- those impro% emer►ts for which a public authority or utility company is responsible. 5 • UNDERGROUND SERVICES. No outdoor overhead wire or -service drop for the distribution of electr4c energy oi: for t'elecommurlicat. ion purposes , nor any pole, tower, or other structure supporting said outdoor' overhead wires shall be erected , plhc'crd oe' maintained within this subdivision. All owner's of lots or tracts within this subdivision, their heirs, successors, and assigns shall use underground service wires to connect their premises and the structures built thereon to the underground electric or telephone utility facilities provided. 6 . NUISANCES. No noxious or offensive activity shall be carried on upon any lot, nor shall anything be done thereon which may be or may become an annoyance or nuisance to the neighborhood. 7 . TEMPORARY STRUCTURES. No structure of a temporary character, trailer, basement , tent , shack, garage , barn, or other outbuilding shall be used on any lot at any time as a residence either temporarily or permanently. 1 8. SIGNS. No sign of any kind shall be displayed to the public view on any lot except one professional sign of not ►pore than one square foot , one sign of not more than five square feet advertising the property for sale or rent , or signs used by a builder to advertise the property during the construction and sales period. 9 . OIL AND MINING OPERATIONS . No oil drilling, oil development operations , oil refining , g0arrying or mining operations of any kind shall be permitted upon► or in any lot, nor• shall oil wells, tanks, tunnels , mineral excavations or shafts be permitted upon or in any lot . No derrick or other structure designed for use in boring for oil or natural gas shall he erected maintained or permitted upon any lot . 10 . LIVESTOCK AND POULTRY. No animals, livestock, or poultry of any kind shall be raised, bred or kept on any lot , except that, dogs, cats or other household pets may be kept provided that they are not kept , bred , or maintained for any commercial purpose. 11 . GARBAGE AND REFUSE DISPOSAL. No lot shall be used or• maintained as a dumping ground for rubbish or trash. Garbage or other• waste shall not. be kept except in sanitary containers. All incinerators or other equipment for the storage or disposal of such material shall be kept. in a clean and sanitary condition. 12 . YARD MAINTENANCE. All yards shall be adequately landscaped and lawns shall be seeded within one ( 1 ) year from completion of external construction of dwelling. All lawns shall be adequately watered and kept mowed and properly trimmed in keeping with the standards of the neighborhood. 1 :3 . SLOPE AREAS. No structure • planting or other material shall be placed or permitted to remain or other activities undertaken which may damage or interfere with established slope ratios , create erosions or 'sliding problems or which may change "tire dirbction of flow of drainage ' channels or obstruct c • retard the flow of water through drainage channels. The sloping areas of each lot and all improvements in them shall be maintained continuously by the owner of the lot , except for those improvements for which a public authority or utility company is responsible . 14 . SIGHT DISTANCE AT INTERSECTIONS. No fence, wall , hedge or shrub planting which obstructs sight lines at elevationq between 2 and 6 feet above the roadways shrill be placed or permitted to remain on any corner lot within the triangular area formed by the street property lines and a line connecting them at points 25 feet from the intersection of the street. lines, or in the case of rounded property corner, from the intersection of the street property tires extended. The same sight-line limitations shall apply or: any lot within 2 10 feet from the intersection of a street rroperty line with the edge of a drivevay or alley pavement . No tree shall be permitted to remain within such distances of such intersections unless the foliage line is maintained at sufficient height to prevent obstruction of such sight lines . 15 . [,AND NEAR PARKS AND WATER COURSES . No building shall be placed nor shall any material or ret,-,se be placed or stored on any lot: within 20 feet. of the property line of any park or edge of any open water course , except that clean fill may be placed nearer, provided that the natural water course is not altered or blocked by such fill . 16 . TERM . These covenants are to run with the land and ,iha] 1 be binding on all parties and all persons claiming ur'.ler them for a period of thirty ( 30 ) years from the date '.hese covenants are recorded , after which time said covenants shall be automatically extended for successive periods of ten ( 10 ) years unless an instrument signed by a majority of the then owners of the lots has been recorded , agreeing to change said covenants in whale or in part . 17 . ENFORCEMENT. Enforcement shall he by proceedings at law or in equity against any person or persons violating or attempting to violate any covenant , either to restrain ,.• iotation or to recover damages . 18 . SEVERABILITY. Invalidation of any one of these co,. ertants by judgme►,t or court order shall in no way affect any of the other, provisions which shall remain in full force and effect. 19 . These covenants may be changed by art instrument signed by a majority of the then owners of the lots and recorded with the County Recorder, agreeing to change said covenants in whole or in part except if Don Morissette Builder Inc . owns at: Dori Mor•issette Builder, Inc . owns at least one lot these covernants cannot be ,,hanged without his written consent . Don Morisset.te Builder, inc . reserves tie right , as long as he owns at least one Lot to be able to adjust Conditions and restrictions in arty way without approval of any property owners in Tigard Park. 3 KNOW ALL MEN BY THESE PRESENTS , That the Protective Co ,enant.s attached hereto do now and shall henceforth, subject to the limitations and qualifications set forth therein, bind and prot.-ct the following described property , to-wit : Lots 1 through 23 , inclusive , according to the duly filed plat of Tigard Park filed _ 1989 in Plat Book _, Page _; Records of the County of Washington and State of Oregon. Dated tnis day of _ , 1989 . Don if,'orissette Homes , Inc . BY . _ Dori Morissette , President. STATE OF OREGON 1 ) ss . COUNTY OF WASHINGTON ) The foregoing instrument was acknoti ledged before mcg this day of , 1989 by Doti Morissette, as President of Don Morissette Homes , Inc . , an Oregon corporation on behalf of the corporation. GORDON HOBBS , Notary Public for Oregon My Comission Expiros : 8-22-89 4 CRYOF TIG. W OREGON October 24, 1.988 OR--AK Corporation Suite .149ft" i cc.'_S 1551 SW Park Avenue Portland, OR 97201 RE: Tigard Park Subdivision Dear Mr. Hobbs: Enclosed please find the Compliance Agreement and Performance Bond (forms) for said project. After signature by the principal(s) and notary, please return all documents for final processing. After City execution and acknowledgment , a copy will be transmitted to you, for your file, by the City Recorder. Subsequently, thereafter, the approved public improvement rronstruction plans can be issued upon receipt of a check, in favor of the City cf Tigard, Oregon, In the sum of 17,679.37; being the said agreement ;therein stated) deposit/fee(s). Yours truly, John S. Hagman Engineering Tech. cn/7671D Enclosures 13125 SW Hall Blvd.,P O.Box 23397,Tigard,Oregon 97223 (503)639-4171 — - �— UNIFIED Date ��' ,Z,/ff SEWERAGE File AGENCY 150 N. FIRST AVENUE ProjAct HILLSBORO, OREGON 97124 (503) 648—8621 Subject .�-- AJ ' To ,23227 Item Copies Date Description as you requested Remarks i f for your information ❑ for your approval for your review ❑ return requested _ From F; 419 �, � GRADING PLAN PLAN AND PROFILE S .W . JOY PLACE , S .W . CECIL PLACE , S .W . T I GARD STREET SANiTARY SEWER AND WATER LINE CURB RETURN AND CUL - DE - SAC ROAD AND FIRE HYDRANT DETAILS SANITARY SEWER AND WATER LINE DETAILS O.S.A. - D.E.Q. COPY, APMROVED FOR CONS%RUCTKIN MSUED By DATE _ ..r..++•• ICl(V OF TIGARD) EN13" By BATE MIW-MAT OFFICE 6V - - DATE ...�.� 1111,1313 OFFIC° Ely . _ MATE 13EN TEl CO MATE - N W NAT GAS.CO F. nf.l - c G E c0 BY PlILLAM CAM C-0 Ey _ WAY DIST "vOATE _ FIAT DIST �,. .. SH E E T _ ___ ov . DAIE� APPROVED AS NOTED .�y�� U D/S�('WERA CNCY UW S W AGENGv 10 .ice•— DAIF RY� ' OF LAND DSVB L 0 P X Z N T C0N8ULTANT0, INC. «« PLANNING «+> CIVIL ENGINEERING 44» SURVEYING >++� 209 N. E. Lincoln Street Hillsboro, Oregon 97124 (503) 648-4061 J.H. (Dutch) Sigmund, PLS PE Ryan O'Brien, Planner Bob Oquist, PLS Jim Nims, PLS PE Chris Bedsaul, Planner Jerry Kraemer, PLS Ed Sconfienza, PE LRTTRR OF TRANSMITTAL TO: DATE: Lx If _ JOB — _ PROJ: RE: ATTN: WE ARE SENDI14G YOU: ATTACHED UNDER SEPARATE COVER COPIES DESCRIPTION THESE ARE BEING TRANSMITTED AS INDICATED BELOW: ED AS REQUESTED C� FOR YOUR USE FOR APPROVAL OTHER COMMENTS: SIGNED: TITLE., cc: f ITY OF TIFA RD Septembez 93, 1988 /Z3!` z '40r,, OREGON M!!Mn �ik � of C1K- Land Development Consultants, Inc. 209 NE Lincoln Street Hillsboro, OR 97124 -ou��et re=�► ► ATTN: Mr. Ed Sconfienza RE: Tigard Park Subdivision Dear Mr. Sconfienza: Attached please find three copies of a public improvement plan. One plan needs to be circul&,.ed through the below noted agencies for review acknowledgement and, subsequently, returned to this office. The two other copies need to be delivered to U.S.A. 'a office at the County Courthouse. U.S.A. will return them directly to me. Very truly yours, I' .John S. Hagman Engineering Technician 3397P/0048P /T PGE Company /7 Northwest Natural Gas Co. 14655 SW Old Schools Ferry Rd. 220 N.W. Second Avenue Beaverton, OR 97005 Portland , OR 97209 SEE: Jim ,Johnston, 643-5454 SEF.: Ron Polv1 , 226-4211 /X7 General Telephone Co. /-X7 Tigard Water District 12460 SW Main Street 8841 SW Commercial Street Tigard, OR 9722.3 Tigard, OR 97223 SEF: Donna Donaldson, 620-0373 SEE: Bob Santee, 639-1554 Ed Wilmott /-7 Metzger Water D19trict /7 Washington County Fire Dist. #1 6501 SW Taylors Ferry Road 20665 SW Blanton Portland, OR 97219 Aloha, OR 97007 SEF.: Jesse Lowman, 245-3331 SEE: Gene Birchell, 649-8577 13125 SW Hall Blvd.,P.O.Box 23397,Tigard Oregon 97223 (503)639-4171 --- w w R7 Tualatin Fire Protection District _/-X7 Willamette Cable 20665 SW Blanton 14200 SW Brigadoon Court Aloha, OR. 97007 Beaverton, OR 97005 SEE: Gene Birchell, 649-8577 SEE: K. J. Street, 644-31.88 /7 Tigard Post Office /7 State Highway Division 1221.0 SW Main St. 2131 SW Scholls Ferry Road Tigard, OR 97223 Beaverton, OR 97005 SEE: Steve Kaufman, 639-1.730 SEE: Lee Gunderson, 229-5002 /7 U.S.A. Corps of Engineers /7 Wash. Co. Land Use & Transp. State of Oregon Courthouse Division of. Statelands 150 N First Avenue 1600 State Street Hillsboro, OR 97124 Salem, OR 97310 SEE: Ron Aase 648-8830 SEE: Bill parks 378-3805 /7 U.S.A. Corps of Engineers Portland District Permit Evaluation Se^tion 319 SW Pine Portland, OR 97204 SEE: Richard Johnson 221-6995 es/7167D 4 II 1 , o��r • NORTH I , uJ k ,1 -CC " 0 50 100 0 r. � r ._w _ __.___ � . __ _ ___,_• SCALE ' 3700 ' cn 3800, 2O f __. ._.. ._._... /2 f 2 - i i — —_ - _. -..•., . _ _ .._„,_,_ roti o� ___._ l=o PRo,-� ,�a s '`'�.,� 1,.1pN� _ ~ •. •„ „�' �, w •,� -• -.._._,_,,,r1 _ -_y y^_ ._. _ ____ �� ,/ '!' ' / �/ G u tz-b Cu�V� ��Tlg _•.".w'ti•.. •�--._.14:11 .' �� ''//1,�\,', �J • 7z. 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I -r `.•,'i �tV\Sf'O FSP- -j UA,0.h _ Design Date �P OR ~ 14191� AK CORPORATION TIGARD K Drawn Date F 0• BOX 24302 -- 1z-3 V -- j-- R I E S T E N I N E E R I IST ��' TIGARD, OREGON --- Date - ,5, ,.� LAKE OSWEGO, OREGON 97035 � ppOJECT NO. Checked 5340 S.E. Hacienda St. Hillsboro, Oregon 97123 (503) 649-2927 'nor St STREET AND STORM SEWER PROFILES _ J. PP1E (503) 684 ~ 5541 --I---01 _oZ.o( ,. �Ilp�ll111 II11111111111I�j1{►�I�i�ill I'!�•��II11111�I h��f�rl��lll�ll11i1 I111�11 III,IIIIIIIIC� IIII111IIIIIIII�IIIIIIIIIIII111 111111111111111 iIIIr1111111111I111111111111111 ` , �' ;�-__-_ I 2, 3 4 5 6 7 8 A 1�0 11 12 ' NOTE: I F THIS MICROFILMED -----.-.r._------- -- - ' DRAWING IS LESS CLEAR THAN -�__� � THIS NOTIW-IT IS 1M TO QUALITY OF THE ORIGINAL i` a RAwI IG" 0c 62 9Z LZ 9? w tit EZ ZZ It OZ 61 BI LI 91 SI 7-.1 EI ZI 11 01 - 6 —9 L 9 S P E Z 1'"'a'" ��1111In1u1111u11nn1llnlnUlu111111 •IIt1uIIIN111ulu�ilr11na1ruulur1111UI1n11�f111111u111�1111n�1�11111uIIInu11111�1nr11M�n11� lIIIINIIn11111111111111111)1111HdIpWIlU�lll11111�I1W�11u11uluH JULY 7 1992 � � R L A N D D E V E L D P M E N T C O M 6 U L T A N T B, I N C. «« PLANNING «>► CIVIL ENGINEERING «►► SURVEYING ►>>► 205 N. E. Lincoln Street Hillsboro, Oregon 97124 (503) 648•-4061 J.N. (Dutch) Sigmu.d, PLS PE Ryan O'Brien, Planner Bob Oquist, PLS Jim Nirs, PLS PE Chris Bedsaul, Planner Jerry Kraemer, PLS Ed Sc:mfienza, PE LETTER OF TRANSMITTAL TO: City of 1'�gard DATE: September 19 . 1988 JOB # _ 590 PROD: 'iiwnrd Park -- -- RE: ATTN: _v74 WE ARE SENDING YOU: ATTACHED UNDER SEPARATE COVER COPIES DESCRIPTION 7 ea . Sheets 2/7 and 3/7 L THESE ARE BEING TRANSMITTED AS INDICATED BELOW: L__J AS REQUESTED = FOR YOUR. USE Q FOR APPROVAL � OTHER COMMENTS: With revisions as discussed with John H. and Gary A. , i .e . add street lights , 8" Section , revised S. D. Plan on Sheet 2 , Move i1M-�R sign , etc . SIGNED: TITLE: Civil Engineer Ed 5 tenza cc: r� LARD DEVEL0PKINT C018VLTANT8, IIT C. «« PLANNING «» CIVIL ENC. INEERING .-» SURVEYING ►»> 209 N. E. Lincoln Street Hillsboro, Oregon 97124 (503) 648-4061 Ryan O'Brien, PlainBob Oquist PLSer Jim Nims, PE Chris Bedssul, Planner Ed Sconfiena, PE LETTER OF TRANSMITTAL TO: City of 'I'igard DATE: September 9, 1988 JOB # 590 PROJ: Tigard Park RE: ATTN: Cary Alfson WE ARE SENDING YOU: I ATTACHED = UNDER SEPARATE COVER COPIES DESCRIPTION 1 7 Construction Plans rfvised per "Red fines" comments Construction Cost Estimate ` I Engineer Developer Tigard Water District Plans. �,v-v%AC� THESE. ARE BEING TRANSMI;PTED AS INDICATED BELOW: �j AS RFOUESTED FOR YOUR USE FOR APPROVAL OTHER COMMENTS: SIGNED: - TITLE: cc: �r LAND DEVELOPMENT CONSULTANTS, INC. 209 N . E. LINCOLN STREET HILLSBORO, OREGON 97124 ( 503 ) 648-4061 DATE : September 7 , 1988 ENGINEER' S ESTIMATE NO. l PROJECT NAME : Tigard Park DEVELOPER /CLIENT : OR-AK TYPE OF DEVELOPMENT: Subdivision Quantity Unit Price Amount ---------- -------------- -------- WATER SYSTEM 7TJDI;c;acsccs-c; 1 . 6" Pipe , Class 52 560 $14 , 50 Ft. $8 , 120 .00 2 . 8" MJ x 6" MJ Cross 2 $375 . 00 Each $750 .00 3 . 8" MJ Butterfly Valve 3 $450 .00 Each $1 , 350 .00 4 . 8" MJ Solid Sleeve 2 $100 .00 Each $200 .00 (Long Pattern) 5 . 6" MJ Gate Valve 2 $475 .00 Each $950 .00 6 . 6" MJ x 2" IPT Plug 2 $200 .00 Each $400 .00 7 . Fire Hydrant Assembly 2 $1 , 250 .00 Each $2 , 500 .00 -------------- SUBTOTAL - WATER SYSTEM $14 , 270 .00 SANITARY SEWER SYSTEM :ccceae=.enaaeeacx:cssc 1 . 8" Sewer Main , CL . 4 BE 1 , 138 . 5 $20 . 45 Ft . $23 , 282 . 32 2 . 4 " Sewer Lat . , CL . 4 BE 930, $ 15 . 50 Ft . $ 14 , 415 .00 3 . 48" Dia . Sewer Manholes 4 - $1 , 500 . 00 Each $6 , 000 .00 4 . Break into Manhole 11 $500 .00 Each $500 .00 5 . Trench Patch 398 . 5 $21 . 50 Ft . $8 , 567 . 75 -------------- SUBTOTAL - SANITARY SEWER SYSTEM $52 , 765.07 SZ �7GS, '- STORM DRAINAGE SYSTEM 1 . 10" S . D . w/CL . 4 BF 70 - $13 . 75 Ft . $962 . 50 ( Including Tees ) 2 . 12 " S . D. w/CL . 4 BY 415 $20 . 65 Ft . $8 , 569 . 75 3 . Break into Catch Basin 2 $1 ,000 . 00 Each $2 ,000 .00 4 . O. S . Catch Basin 6 $700 .00 Each $4 , 200 . 00 5 . 'Trench Patch 4& $21 . 50 Ft. ---$2,644_50_ , " SUBTOTAL - STORM DRAINAGE SYSTEM $1 ;376 . 75 1p STREET IMPROVEMENTS am.!!!!!!C!!man ALt=am _ _-( Clearing b Grubbing 1 $3 ,000 .00 L. S . $3 ,000 .00 Excavation b Embankment 1 $7 ,500.00 L. S . $7 , 500 .00 3. Curti .—�--'$"'�f2" Class "C" A/q'-ov0-'A't 1 ,647 ;4 . 25 Ft. ;6 , 999. 75 �i 5 _�•-�y2" Class B., A/c 3 ' ] 50 Z4, I i�+ 43 S .Y ✓ $1�;9i�:5t? �41a 3 , 150- $2 . 65 S .Yfry-. 50- // J 30 L l' 6 . 2" Top Rock ( 3/4" -011 )� .6" Base Rock ( 1-1/2" -0" ) 3 , 150` . $1 , 10 S .Y .✓ ;3 ,465.00 b . Overlay Existing Street�^j''Rk-A-f 453- �y $4 . 7 755 4` S .YS .Y . Excavate Existing Road to new S .G. ( Ste 4+75 to 6+00) 5 . / 52 , 151 . 75 56 t��o $5 .00 C.Y .✓4 $28'0 ,00 75 10 . Surfacing , Class "C" A . C. 334 - $12 .00 S .Y .✓ 6" .:hick ( Ste 4+75 to 6+00) 54 ,008 . _0 UBTO'!l :� ST�EfIMPROVEMENTS /"'� 739 .0 r�ZAFtcl OI)k)7P(aL i� �'"�Y ---:' POWER/TELEPHONE/CABLE TV IMPROVEMENTS �yG 1 . Power Crossings 2 $630 .00 Each $1 , 260 .00 2 . Trenching/Backfill 1 , 4.50 $1 .00 Ft . $1 ,450 .00 3 . Transformer Pad 6 $275 . 00 Each $1 ,650 .00 SUBTOTAL - POWER/TELEPHONE/CABLE TV IMPROVEMENTS $4 , 360 ,00 BID SUMMARY WATER SYSTEM $14 , 270 .00 SANITARY SEWER SYSTEM $52 , 765 . 00 STORM DRAINAGE SYSTEM $18 , 37T.O,m STREET IMPROVEMENTS POWER/TELEPHONE/CABLE TV IMPROVEMENTS $40,00+r" $4 360 . 00 !!a.!!!... '_7TOTAL B I: _ _ _ �-}�-;��310 . 8 3 _- -- mp24 , tigardpk . 590 r aavuloper - Engineer- Agreement City Engineer 13.125 SW Hall Blvd. DO flux 23397 Tigard, OR 972.23 RE : Tigard Park (Name of Project) Dear City Engineer: We hereby certify that _ Land Development Consultants _ (Name of Engineer) --`�-� has been retained by _ OR-AK Corporation_ (Name of Developer) to perform the following work pertinent to the above project. 1 . Perform the surveying or, verify the �x.isting surveying information as necessary for the design. 2. 1f necessary, provide for the expertise of other engineers such as soi.l4 or structural engineers arid, also, oversee materials and systems testing. 3 . Prepare co:istruction drawings in accordance with the City standa-AS arid obtain the City, and if applicable, DEQ, County, or State approval of such d r•aw i ric s . n. Supply construction staking, 5. Provide adequate inspection to assure compliance with City Specifications, and keep accurate field notes in order to prepare "as-built" drawings . 6. Upon completion of construction provide one set of as--built drawings on mylar to the City. 7. Upon completion of construction provide written certification that all impr-ovemont:s are complote in accord with the approved plans and sPecificat:ions. B. Obtain City approval prior to any substantial deviation from the approved plans , 9. Resolve engineering and construction related problems as may arise. We agree to r,, tify the City immediately if the above agreement is ter pR4FF or if the Engineer for any reason is unable to perform the above dutie �� rNGIMFF9rrip Q/ 13,9(12 �yq Developer Eng i neer y ai Date Dente - sb13512P LAND DE VEL0PX2NT C0 N8DLTANT8, INC. «« PLANNING «» CIVIL ENGINEERING <— SURVEYING »» 209 N. E. Lincoln Street Hillsboro, Oregon 97124 (503) 648-4061 Ryan O'Brien, Planner Bib Oquist, PLS Chris Bedsaut, Planner Jim Nims, PE Eu S:onfienza, PE LETTER OF TRANSMITTAL TO: i;it.y of 'Figard DATE: August 19, 1988 JOB # 590 PROJ: Tigard Park RE: ATT14: Randall (;, Wn„ley — WE ARE SENDING YOU: ATTACHED UNDER SEPARATE COVER COPIES DESCRIPTION - 1 'Tigard Park F THESE ARE BEING 'TRANSMITTED AS INDICATED BELOW: ClAS RFOUESrEDED FOR YOUR USE FOR APPROVAL C OTHFR COMMENTS: SIGNED: TITLE: cc. := tiL r BEFORE THE HEARING'S OFFICER FOR THE CITY OF TIGARD IN THE MATTER OF THE APPLICATION ) for Subdivision Approval; OR-Ak Corporation, Applicant ) No. S 88-02 The above entitled matter came before the Hearings Officer at the regularly scheduled meeting of April 27, 1988, in the Tigard City Hall, Town Hall Room, in Tigard, Oregon; The applicant requests subdivision approval to devide a 5. 26 acre parcel into twenty-two .lots ranging between 7500 and 8000 square feet in size with one lot of appror:imately 11, 360 square feet, property zoned R-4.5, designated low density residential on the comprehensive plan, property described as tax .lot 1S1 34E for 500 _ , City of Tigard, County of Washington, State of Oregon; The Hearings Officer conducted a public hearing on April 27, 1988, at which time testimony, evidence and the Planning Department Staff Report were received; The Hearings Officer further contacted the city engineer to discuss the applicant's concern regarding the street improvements on Tigard Street which would require a vertical realignment to meet a thirty-five mile-per-hour design speed; The Hearings Officer adopts the findings of fact and conclusions contained in the staff report, a Copy of which is attached hereto, marked "Exhibit All and incorporated by reference herein; Page 1 S 88-02 4 As to the construction of Tigard Street, Tigard Stree4_ is designated a minor -:ollector street and the city prefers minor collector streets to be streets with a speed limit of thirty-five miles per hour. Even though the thirty-five mile per hour designation was placed on Tigard Street after the State reviewed the street and determined that it was rural in character, that speed designation is appropriate even after this area is built out to an urban density as the street will serve to collect from the various residential streets which will serve this area. Accordingly, A is appropriate that particularly in the area of this development, this street be vertically realigned to meet the thirty-five mile per hour design speed, since the subdivision will have two outlets directly onto Tigard Street in the problem area. A number of the neighbors raised concerns about the capacity of Tigard Street to handle the additional development and the additional traffic which would be generated by this development. After consultation with the city engineer, the Hearings Officer is satisfied that tle quality of the street J.s adequate to handle the minimal traffic: that twenty-thrc-: lots will generate, even though that additional traffic may make travel more uncomfortable on that road, it will not make it more unsafe; Many of the neighbors objected to the change in the character of this area from rural, large lot, single family dwellings to a more urban character with lots ranging in size from 7500 to 8000 feet. However, the Hearings Officer finds that the zoning in this area contempl.+tes this density, and eventually Page 2 S 88-02 .oMR the entire area will will probably be built out to this density. The Hearings Officer does not feel it is appropriate to screen the new development from the adjacent houses on larger lots as houses are compatible uses with each other, even when they are found at urban densities; NOW THEREFORE IT IS HEREBY ORDERED THAT S 88-02 be and hereby is approved subject to the following =onditions. 1. All lets shall be a minimum of 7500 square feet with a minimum average width of 50 feet. All lots shall have a minimum street frontage of 25 feet. Lot 19, in particular, needs to be modified to provide 25 feet of street frontage. 2. All lots shall have direct vehicular access to internal subdivision streets only. 3. Standard half-•street improvements, including concrete sidewalk, driveway aprons, curbs, asphaltic concrete pavement, sanitary sewer, storm drainage, streetlights and utilities shall be installed along the Tigard Street frontage. Improvements shall be designed and constructed to minor collector street standards and shall conform to alignment of existing adjacent improvements. The portion of Tigard Street requiring vertical realignment to meet a 35 mile-per-hour design speed shall require a two-thirds street improvements along the site frontage and a 24-foot paved width east from the property line until the existing grade is matched. Two-thirds street improvements include half- Page 3 S 88-02 w w street improvements, plus a 12-foot lane on the south side of Tigard Street. Tigard Street improvements shall have a minimum design speed of 35 miles per hour. 4 . The applicant shall provide a profile of Tigard Street extending 300 feet either s:,.de of the site, showing the existing grade and a proposed future grade. 5. Additional right-of-way shall be dedicated to the public along the Tigard Street frontage to increase the right- of-way to 30 feet from centerline. The description shall be tied to existing right-of-way centerline. The dedication document shall be on City forms and approved by the Engineering Section. Dedication forms and instructions are available from the Engineering Section. 6. Street Centerline Monumentation shall be provided as follows: a. In accordance with ORS 92.060 subsection (2) , the center-lines of all street and roadway right-of-ways shall be monumented before the City shall accept a street improvement. b. All centerline monuments shall be placed in a monument box conforming to City standards, and the top of all monument boxes shall be set at design finish grade of of said street of roadway. C. The following centerline monuments shall be set: i. All centerline-centerline intersections. Page 4 S 88-02 Intersections created existing streets, shall be set down when the centerline alignment of the existing street has been established by or for the city. ii. Center of all cul-de-sacs. Curve points. Point of intersection R. I. ) when their position falls inside the limits of the pavement otherwise beginning and ending points (B.C. and E.C. ) . iv. All sanitary and storm locations shall be placed in positions that DO NOT interfere with centerline mo,:umentation. 7. The applicant shall provide for roof rain drainage to the public stormwater- drainage system or by a drywell system designed to prevent runoff onto the adjacent property. Storm drainage runoff shall be discharged into the the existing drainageways without significantly impacting properties downstream. 8. The applicant shall. provide connection of proposed buildings to the public sanitary sewerage system. A connection permit is required to connect to the existing public sanitary sewer system. 9. sanitary sewer and storm drainage details shall be provided as part of the Public Improvement Plans. Calculations and a topographic map of the drainage basin and service area shall based on full development serviceability. The location and capacity of existing, Page 5 S 88-02 Mlllllwxmlt proposed and future lines shall be addressed. 10. Seven (7) sets of plan and profile public improvement construction plans and one (1) itemized construction cost estimate, stamped by a Registered Professional Civil Engineer, detailing all proposed public improvements shall be submitted to the Engineering Section for approval. Two (2) sets of plan az,. profile plans shall be submitted for preliminary review prior to submittal of final plans. 11. Construction of proposed public improvements shall not comir.ance until after the Engineering section has approved public improvement plans. The section will require a 100$ Performance Assurance or Letter of Commitment, the payment of a permit fee and a sign installation/streetlight fee. Also, the execution of a street opening permit or construction compliance agreement shall occur prior to, or concurrently with the issuance of approved public improvement plans. 12. Fire hydrants shall be installed at the northern ends of the proposed new streets, or at a minimum, shall be provided within 500 feet of all portions of possible building footprints. 13 . This approval shall be valid if exercised within one year of the final approval. date. Page 6 S 88-02 4 � � l DATED this _1' day of May, 1988. HEAR;$G-S OFFICER APPROVED BETH SOfJ Page 7 S 88-02 CITYOF TIFARD 7ORIEGON May 1.1, 1988 1h`ies F. Nims Lana Development Consultants, Inc. 209 NE Lincoln Street Hillsboro, OR 97124 Subject: Tigard Park Subdivision In response to your letter of May 3, 1988, please be advised that the City of Tigard cannot establish nor change speed limits. The posted speed zones are established by the State Speed Control BoarO. In Oregon, only the State Speed Control. Board has authority to establish speed zoning. the apeed signs on S.W. Tigard Street have been posted by the City in accordance with an order of the State Speed Control Board. From the material contained in your letter, I conclude that we are correct in suggesting that the sight distance along Tigard Street should be increased. Our proposal to require a minimum design speed of 35 mph will accomplish this goal. As you know, utilization of a hig:�er design speed provides greater sight distances. A higher design speed does not necessarily mean higher traffic speeds. The decision on Conditions of Approval for the Tigard Park Subdivision will be made by the Hearings Officer. She will consider material which the staff presented and the testimony which you provided at the h•-.-ring. An appeal process is available should you disagree with the decision made by the Hearings Officer. Sincerely, �� Randall R. Woolev City Engineer br/4678D 13125 SW Hall Blvd.,P O.Box 23397,Tigard,Oregon G 7223 (503)839-4171 --- L A N D D S Q B L O P N E 11 T C O N 8 D L T A li T B, I N C. « PLANNING «» CIVIL ENGINEER?NG «» SURVEYING »» 209 N. E. Lincoln Street Hillsboro, Oregon 97124 (503) 648-4061 Bob Oquis', PLS Ryan O'Brien, Plinner Jim Nims, PE Chris Bedsoul, Planner Ed Sconfienza, PE May 3 , 1988 City of. Tigard Community Development Dept. 13125 SW Hall Blvd. P. O. Box 23397 Tigard , OR 97223 Attn: Gary Alfson, Project Manager Dear Gary: RE: Tigard Park Subdivision Attached herewith you will find a profile sheet of Tigard Street which has a comparison of design speeds shown thereon. Please note the existing vertical curve does not appear to fall. within t},e scope of a 35 mph design. A mark has been made for 25 mph design; a mark has been made for a 35 mph design; and the vertical curve falls nomewhere in between. We r �spectfullf submit that a request be made to the City for reconsideration of the design speed of Tigard Street from 35 mph to 25 mph. Testimony was given in public hearing -Ijy 3 people stating that this street had unsafe and inadequate sight distance for pedestrians walking on the side of traveled way. It was also testified that there were joggers and bikers in the area that UtAlized the edge of the road. We respectfully submit that a portion of the identified area that has been changed from rural to suburban and wl,ere, in fact, a new subdivision is going to be constructed at th(! location known as Tigard Park or Tigard Street, as the case may be, that the City reconsider the design spe-=d on Tigard Street as the existing 25 mph speed limit begins just west of this area. We would like to have that 25 mph speed limit area moved from its present location to of this project so that, i., fact, all of this project will be Included in the 25 mph zor;-. P Please advise me what the City's position would be relative to the legal implications if, in fact, an accident occurs when there is a possible unsafe condition, the spend has been posted by the City, and that speed may be a contributing factor to the overall safety of the area in general. sincerely yours, mes s Ci ' 1 engineer FN/cmh Enclosure wp29. tgrdstlt. 550 ri 7 J /.l REOUEST FOR COhMENTS DATE: March 21, 1988 FROM: Tigard) lanning nepartment RE: S 88-02 PARK (OR-AK CORP.) Request Co subdivide a 5.26 acre parcel into 23 lots between 7,500 and 8,500 square feet in size. LOCATION: 11705 SW Tigard St. WCT'M 1S1 34DC lot 500). Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation wi1L be, prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, we need your comments by _ April 4th, _ , 19 88 You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phonz the staff contact noted below with your comments and confirm your comments in writing as soon as possible. If rou have any questions regarding this matter, contact the Tigard Planning Department, P.O. Boa 23397, 13125 SW Hall Blvd., Tigard, OR 97223. Phone: 639-4171. STAFF CONTACT: Jerry Offer PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed mile proposal and have no objections to it. Please contact of our office. Please refer to the encl,)aed letter. Written Comments: Name of Person Commentings ' ^1 one No. en/3521P SUBDIVISION COMPLIANCE AGREEMENT THIS AGRFEMLNT dated the day of t9.88 between the CITY OF 'FIGARO, <a municipality of State of Oregon, horviW;f61r, termed the "CITY", and OR--AK Corporation hereinafter termed "Petitioner" . W 1. T N E S S E T H WHEREAS, Petitioner has applied to the City for approval for filing in Washington County, a subdivision plat known as 'Figard Park in Section 34, Township I SouthamI West, Willamette Meridian, Washington County, Oregon; and WHEREAS, Lhe City has adopted the Standard Spocificat'ions for- Public Works Construction by Oregon Chapter AF)WA, for' street, storm drain, structure and related work, and Unified Sewerage Agency Standards and !`.,po(.:ifications, for- sanitary sewer, construction, prepared by profo-sional engineers, for subdivision public improvement development; and WHEREAS, the public improvements to be constructed i n Petil,i ono r' s development are incomplete, and Petitioner has norc--tholoss requested the City to permit pr�qres3ive .)ccup&.,cy and use of pruporty i(i tht., subdivision, and the par-ties desire hereby to protect the public interest generally and prospective purchasers of lots in said subdivisi,in by legally enforceable assurances that public improvements will be installed as required and completed within the time hereinafter set forth, NOW, THEREFORE, in consideration of the f o rego i rig premises and the covenants and agreements to be kept and performed by the Petitioner i4nd its sureties, IT IS HEREBY AGREED AS FOLLOWS: (1) Petitioner shall proceed with development , with the intent and purpose to complete all public improvements except sidewalks and street trees of said subdivision not later than two (2) years from the date of this agreement, and Petitioner agrees to comply with all subdivision standards as set: forth in the City' s Subdivision Ordinance and the standard specifications of the City of Tigard, to comply with all terms and provisions specified thereinregard this improvement by the Council and Planning Commission of the City of Tigard, Oregon, or as may be specified by the Community Development Der tment and to use only such material and to follow such designs as may be required by or approved by said Department. Petitioner shall provide certification of installation conformance and one as--built mylar, both stamped by a registered civil engineer, to the City prior to City inspection of petitioners improvement work fur City conditional and final acceptance consideration. (2) To assure compliRrice with the City' s requirements and the provisions, hereof, Petitioner tenders herewith to the City a surety bond in form approved by the City, with liability in the amount of $ 1611512_00 00 a copy thereof is .7- hereto attached and by this reference made a part hereof. Petitioner's cont-actor shall be licensed, hondpd and insured. SUBDIVISION COMPLIANCE'. AGREEMENT THIS AGREEMENT dated the day of ......._, 1999 between the CITY OF '11GARD, a �Tlur'Tcipi alitY Of State Of Oregon, hereinafter termed the "CITY, and OR-AK Col: at,� _ .....................naft� termed "Petitioner. " W I I N E S S E T H: WHEREAS, Petitioner has applied to the City fur approval for filing in Washington County, a subdivision plat known as Tigard Park, in Section 34 T!LwnshjRj south rj.( -te .. f. Oregon; and _R�Ljg_ Willamol, Meridian, Washin(;ton County, WHEREAS, the City has adopted the Standard SPocifications for Public Works Construction by Oregon Chapter APWA, for street, storm drain, structure and related work, and Unified Sewerago agency Standards and Specifications, for sanitary sewer construction, prepared by Professional engineers, f or subdivision public improvement development; and WHEREAS, the public improvements to be constricted in Potitiuner' s do.uelupmeriL are incomplete, and the parties desire hereby to protect the public interest generally and prospective purchasers of lots in said subdivision by legally enforceable assurances that public impr-ovements will be installed as required and completed within the time hereinafter set forth, NOW, THEREFORE, In consideration of the foregoing premises and the covenants and agreements to be kept and performed by the Petitioner and its sureties, Il IS HEREBY AGRf ED AS FOLLOWS: (1) Petitioner shall procon! with development, with the intent and purpose to complete all public improvements except sidewalks and street trees of said subdivision not later than two (2) years from the date of this agreement, and Petitioner agrees to comply with all subdivision standards as set forth in the City' s Subdivision Ordinance and the standard specifications of the City of Tigard, to comply with all I-erms and provisions specified thereinregard this Improvement by the Council and Planning Commission of the City Of Tigard, Oregon, Or as May be specified by the Community Developm Department and (%11 t to use only such material and to follow such designs as may be required by or approved by said Department. Petitioner shall provide certification of installation conformance and uno as--built my lar, both stamped by a registered civil engineer, to the City Prior' to City inspection of petitioners improvement work for City conditional and final acceptance consideration. (2) 1,f the Petitioner desires to proceed to record the development plat prior to completion of installation of all required public improvements, Petitioner agrees to tender to the City a surety bond in form approved by the City in the amount of _t..167,512..00 (or in an amount equal to the value of all incomplete public improvement work plus the one year guarantee amount) . THE PLAT SHALL NOT HE RECORDED UNTIL ALL PUBIAC IMPROVEMENTS ARE COMPLETE OR ARE ASSURED. cn/7671D �MINKAILAMMMIN / (3; 7.n the event that Petitioner shall fail, neglect: or rei!!se to proceed with the work in an orderly and prug ressive manner to assure comploLiun within the time limits, upon ten (10) days notice by the City to Potitioner and / Petitioner' s sureties, arid such default and failure to pro^ee:d continuing thereafter, the City may at its option proceed to have the work competed and charge the costs hereof against Petitioner and Petitioner' s Sureties and in the event same be not paid, to bring an action on the said bond to recover the amount thereof, in the event such action be brought, Petitioner and Petitioner's Sureties promise and agree to pay, in addition to the amounts accruing and allowable, such sum as the court- shall adjudge reasonable as attorney' s fees and costs incurred by the City, both in the Trial Court and Appellate Court, if any, or the City may, at its option, bring proceedings to enforce against the Petitioner and/or Petitioner' s Sureties specific performance of the contract- and compliance with the subdivision standards and ordinances of the City of Tigard, ar,d in such event, in like manner, the City shall be entitled to recover such iu , as the court shall adjudge reasonable as and for the City' s attorney' s fee,. and costs, both in the Trial Court and Appellate Court, if any. (4) Petitioner, concurrent with the execution hereof, shall deposit with the City an amount estimated to equal pule and luminar maintenance fees, fur street lighting facilities within the subdivision, according to Portland General Electric Schedule y91 , Optinn "R", tngathpr with a further sum aqual to the estimated cost of providing electrical energy to energize the street lighting facilities for a period of two (2) years from the date of initial energizing of said lights. Said amount being $ 599.04 (5) the City agrees to make and provide periodic and final inspections which in the City' s interest are desirable to assure compliant-, herew=ith, in consideration whereof the Petitioner shall pay prescribed inspections 'gees,* (6) The City agrees to insti+11 street identification and traffic s.ignQ within said subdivision, in co-isideration of payment in the amount of $__379. 85 .. (7) At such time as all puH is improvements except sidewalks and street trees within the subdivision have been completed in accordance with the City' s requirements, Petitioner shall submit a "certificate of installation conformance" to the City to notify the City of readiness for conditional acceptance inspection arid, then, upon notification by the Department of Community Development Lhat the requirements of the City have been met, the Petitioner, will suh-wit to the City a good and sufficient guarantee bond if riot already provided with the performance bond, form approved by the City to provide for correction of any incomplete work or any defective work or maintenance becoming apparent or arising within one (1) year after conditional acceptance of the public improvements by the City. (6) Upon rproipt of certification from the Department of Community Development that all requirements have been mot , and a One Year C:uaranLoo Bond, the City agrees to conditionally accept the public improvement subjk!ct to the requirement of completion of all work and correction of deficiencies and maintAr►arce for a period of one year as hereinabove t forth. (9) That in addition to or supplementary of the requirements of the City' s Subdivision Ordinance and the provi3iuns hereof, Petitioner binds itself to conform to the following requirements, scheduling and limitations: *Project Fee $ 4,589.88 Sewer Fee $_2, 110.60 �. 2 - (a) Norio of the lots of Petitioner' s subdivision as described may be occupied for residential purposes until an occupancy permit is is,3uod under- authority of the City and no occupancy permit shall be issued prior to conditional acceptance of the subdivision and to the time that the sidewalk paralleling the street for each developed lot proposed to be occupied, is installed as a part of the development:; provided that all sidewalks a., required by the plans and subdivision code shall. bo insi♦alled throughout said subdivision not lai:er• than three (3) years from the date of this Subdivision Compliance Agreement. (b) All landscaping trees on that portion of each lot, between the public sidewalks and the curb (parking area), if required, shall be planted in place prior to final inspection and issuance of occupancy permit for- each such lot in the subdivision. Provided that final inspection and application for occupancy permit occurs within any calendar month from October- to April of any year, such plantings may be deferred until the next following growing season. In any event. , all required landscaping and trees in all areas shail be plantod and in place within the entire subdivision within three (3) years from the date of this subdivision improvement contract. (c) After conditional City acceptance of the public improvements, the Petitioner, agrees to placr_ an asphaltic concrete overlay on all roads within the development; placement scheduling to be approved by the City. (d) Compliance with all terms and provisions specified theretofore said subdivision development by the Council and the Planning Commission of the City of Tigard, Oregon, in regard to variances allowed from the subdivision or•dinarce, conditions specified by the tone use classification arid, also, on the approved plat(s) and plan(s) . (e) Petitions— agrees to correct any defective work and to perform any maintenance, upon notification by the City, arising during the guarantee period as hereinabove set forth, (10) At, such time as all public improvements have been completed in accordance with the City' s requirements, Petitioner shall notify the City of readiness for final inspection and upon certification by the Departmeri, of Community Development that all requirements of the City have been met, the Council agrees to accept said improvements for operation and maintenance responsibility, and release the Petitioner's guarantee bond. (11) the parties hereto hereby adopt the form of performance bond, copy whereof is hereto attached and by reference made a part hereof, and Petitioner- agrees to cause to have said bund executed and filed with the City concurrently with the execution of this agreement at or prior to the time this agreement is executed on behalf of the City . Petitioner further agrees to maintain said bond in full force and effect until otherwise authorized by the City in writing. (12) 1 h specific requirements of Paragraph 9 hereof shall for all purposes be included as a part of the obligation secured by the aforesaid performance bnrid and the City shall be entitled to recourse thereto in the event of default on the part of the Petitioner- with respect to any requirement thereof. — 3 — .,,„�:�;w..r:. . :;,;;a�,iWWi�illk'llaura,.+e.,,,...,.u,c,yu:.,. .«.. ..,,�”.uUci;4MY�Y.S,;,»w.ncti�arwwai»,1a�ctlrtlR61in'w14WN �G�Y+viiia]As', ,;�;�Yd'iitlsTneY4iYli► iiiHiY �f' ws. IN WITNESS WHEREOF, Petitioner acting by and through its duly authorised undersigned officers pursuant to resolution of its fsoard of Directors has caused this agreement to be executed, and the City acting pursuant to resolution of its Council adopted at a meeting thereof duly and regularly held on the day of ]9 has caused this agreement to by executed by the Director, of the Community Development. Department. PETITIONER: (OR—AK CORPORATION) By THE CITY OF 1IGARD, OREGON By:__ Director of Community Development Deet. (Attach Notary Acknowledgement hereto) Return signed copy to: _OR—AK Corporation P091It'routingrequest part?M4 I Suite 1103 " T:rt 1551 SW Park Avenue To Portland, Oregon 97201 cn/7671D OW i LI I I'ER Of COMM].IME.N1 (Performance [fond) We have received from _ _ _ _ (lending institution) a loan commitment in the amount of $_167,512.00, to finance the improvements of a subdivision located in the City of Tigard, said subdivision being commonly known as Tigard Park _ _ This loan commitment is specifically for constructfan purposes for: (or) !6. 167,512.00 of the aforesaid total commitment has been allocated for construction purposes for: 1) public streets, including driveways, aprons, sidewalks, lighting and curbs 2) sanitary and storm sewers 3) domestic water 4) underground telephone and power. All such improvements are to be completed in conformity with City approved construction plans and the subdivision compliance agreement thoreinregard , We have agreed that disbursements of the $_167_,512_._C)O._ _ wi l l be made in accord with the following schedule upon completion of emch, or all, item(s); but not including the hold—back described below. ITEM AMOUNf Site Preparation/Grading $_10,875_OO Concrete Curb 7,000.0_0 Street (base rock, leveling rock, base A.C. ) 28,303.00 Sanitary Sewer & appurtances 52,765.00 Storm Sewer & a-•purtances 18,377.00 Water Line & appurtances 14,270.00 Gas Line & appurtances N/A Underground Telephone & Electrical 4,360.00 Concrete Sidewalk & Driveway Arrons 14,000.00 Asphalt (street overlay) 10,562.00 Street Lighting 4,500.00 Miscellaneous (monumentation and traffic control) 2,500.00 We have entered into a "Subdivision Compliance Agreement" whereby we have agreed to install all improvements in accordance with the requirements of the City of Tigard and we are hereby authorizing you to hold the above—stated funds to pay them to us only when the fallowing has been adhered to: That the City of Tigard has provided certification acknowledging completion of any or all work pursuant to the above itemized schedule of improvements . Pursuant to the above schedulo, 20 percent of the commitment funds (i .e. , $ 33,502.00) will be held back through the normal one year guarantee period or- until final City Acceptance of the project takes place or until the City is provided with a separate maintenance bond, effective for said ane year period form the date of tentative acceptance of the work, to assure continued freedom from defects, and mainter►anco, during the guarantee period. .c Page 2 Letter of Connnitmc�nt Concurrent with the final release of these funds, establishment= proceedings will be instituted. It is understood and approved by all parties of concern to this letter of commitment that the City of Tiyar•d shall have first claim and priority to the sum of $_167,5_12.00 less disbursements approved by the City of -Tigard shall be held available to satisfy any aforementioned claim by the City notwithstanding default on loan by borrowing party or termination of loan by lending institution. It is further understood and agreed that the aforesaid priority of claim is paramount to all parties including the lending institution making the loan and Lhat the lending institution has covenanted and agreed that the sum o, $_167,512.00 less disbursements approved by the City of Tigard shall be held available to satisfy any aforementioned claim by the City notwithstanding default on loan by borrowing party or termination of loan by lending institution. Date: — Sincerely yours, Approved and Accepted: OR—AK Corporation Y (Lending Institution) By: (Title) (Attach notary information and signature(s) authority) cn/7671D MW XMUM1KMKM10K;KMLx1K� AGREEMENT WITH DEPOSITOR AND TRUSTEE ON SAVINGS OR DEPOSITS 1'hi3 agreement is for- the purpose of fu)fillirig the roquiroments of a Subdivision Complianco Agreement dated between the City of Tigard and OR.-AK Corporation and is entered into by the Depositor OR-AK Corporation Inc , Trustee, The undersigned depositor and trustee do hereby assign the right to the City of Tigard to determine at its discretion the payment of all funds or securities held by as trustee in the amount of167,512.00_ in Savings Account No. or Deposit No. in trhL' in accordance with and for the purpose of Bonding Tigard Park Sb.d.v. .- Improvements described in the above stated Subdivisiori.._._Compliance Agreement. ,It is understood and agreed tha'', the will hold such funds or securities in the amount of 1 _ �67�5[T until an author i eat i on or- : ] direction for payment is received from the City of Tigard and that the City of Tigard has the right to withdraw Principal Funds with City of Tigard signature only, in the event of Non-Performance, All fund deposits shall be renewable at maturity and at rates and terms in effect at the time of renewal, and all interest shall be paid to or accrued as directed by the Depositor notwithstanding anything contained herein to the contrary. That the account is to remain open until such time as all Public Improvements are completed and accepted by the City of Tigard. Signed and dated at Oregon, This day of 19 Signature of City of Tigard Signature of Depositor PO Box 23397, Tigard, OR 97223 1551 SW Park Ave. , Suite 1103 Address Portland, Oregon 97201 Address ACCEPTANCE I'ho undersigned hereby accepts the funds or securities deposited in the amount of $— this day of 19_ and hereby acknowledges receipt of the Passbook Savings Account No. or the Certificate for Deposit No. Passbook or cer ifI7�% that there is no Passbt. issued for this account. It is further agre,ld that said account will be held for Tho uses and purposes above stated until authorization for disposition is granted by the City of Tigard. Authorized Signature (Trustee) Address cn/76710 OR-AK CORPORATION OREGON-ALASKA LAND DEVELOPMEN I GO 13050 SW FOREST MEADOWS WAY LAKE OSWEGO, OREGON 97034-1599 503 635.4551 PT40POSAL FOR PRFLIrt] NARY PLAT APPROVAL r1c;ARD PARK THE REQUEST: THIS IS A REQUEST TO SUBDIVID}s 5.26 ACRES INTO 23 SINGLE PAr4ILY LOTS FOR D.ETAC14ED HOUSING, EXISTING CONDITIONS: THE SITE HAS (3001) DRA1NAGE WITH ELEVATIONS FRO,'•1 223 FEET ADOVE SEA LEVrL TO 11►E; PEET ABOVE SFA LEVEL, T1iF sin HAS MI TREES ON THE EAST ONE-HALF BUT IS HEAVILY WOODED ON THE WEST ONE-HALF OF THE SITE. AS PART OF THE; APPROVAL WE ASK THAT ALL TREES THAT WE PROPOSE TO SAVE I-IF CLEARLY AIARRE'D, I+IF WILL ASK TI'' t; CITY PLANNING DIRECTOR TO APPROVE: OF THE. CI11I'TIr4(; OF ANY TRLLS PRIuu TO DEGMlNG COr,1!;TRUCTION. CURRENT USE: THE PROPERTY IS VACANT EXCEPT FOR ONE [lOtlSy WHICH WILL BECOtIE A PART OF THE PROI'OSE'D SUDD1VIS10N, SURROUNDING USES1 TO Tll}" !FORTH corisisTS op mosT ,Y VACANT LAND WITH A ?1! srAT-rrRrt) HOUSES. PROPERTY I'0 niF, EAST I; "'10STLY VACANT id'1'I9i � I'LP! 5CA'I'TER1;I} FIOUS}:!�. pROPI RTY TO Tllr :;OU'rlf IS VACANT AND TO THE'' TIGARD SCHOOL DISTRICT, PROPERTY TO THr wrsT I!; f)slrI,Y VACANT WITH A 1`1.14 SCATTERED HOUSES. ()1IR PLANI1F.1) t?SF: IS PULLY t'ci'dSISTF'NT wiTH THE, PARCEL. IT IS OUR INTFINTION TO CONSTRUCT THE St1liDIVIS301i Iiit'ROVE114F.N'I'S To rll:l:T' OR I) T}I1: i'1111L1C .K fiTANDA111)t; FOr 'rill. (.'I'I'Y ()I TIGARD• WE Wim, PROVIDi:: ALL IM!'POVI.P!l:W1';; Tr) FAUli T,OT SO T11A`1' Til1S WILL BE A "1'IILL SERVICE' sUlsl)IVI1;10N1" . TO THE BEST OF OUR KNO1..%l71)c;F: AL1, 1'1`0I1IRI"'!FNT:y IU�Vf? Iil:f;rl i:T FOR APPROVAL 01' THis Pk'O OSAL AND ALL I;I:►�llll�lil, ;;Lllf!!I ;�;lt�!'J:; HAVE BEEN INCLUDED IN THIS, APPLICATION. APPLICANT: 1 GR-AK CORPOI.ATIOm CORDON HOBBS, PRESIDENT 13050 S.W. FOREST MEADOWS WAY LAKE OSWEGO, OREGON 97034 W1i�ab.:IviLw',Y�ida,l4;id11µwd�4 'yy�$81LYy. PLEASE TAKES THIS TO THE: CASHIER FOR A RECEIPT NAME: —F 2 �� —' DATE: ACCT. # DESCRIPTION AMOUNT 10-22000 _ Refundable Performance Bond Deposit $ 10-43500 Sign Permits MOP TU 10-43600 Public Sewer Plan Check/In_seection Fee $ Z I IG. GSC% 10-43600 public Storm Plan Check/Inspection Fee _ $ - 60 43 0 /Public Improvement Fee ' 1 (1 7,,..o.3S 10-43600 — Street Opening i'-rmit 101436O60 _ Street and Traffic Markin C 21-44200 Streit Light Fee 10-43700 Subdivision Applications : S — MLP 10-43000 Zoning Applications: 7C CPA ZOA PD Mi5c ---- SCE - -- Cu SLPy $ 10-44000 Other Planning Fees : SDR Non refundable portion of Appeal Fees 10-22000 Refundable portion of A.) ea1 Fees _ — $ 10-45100 Document Sale: - - - -_ Engrg_ Plannin 10-43000 _ Business Tax TOTAL_ $ 1 (0 79 .,� 7 1045P/0023P 1 �w► a . . ...e ... w.i......,..,.�., ,...e ....,..,,..ea.wb.,uMiJkWd•4:Hi:w1:x.. �.. IW8f1tiP»Wri�N.4MW'viiNiYi'Ax H.�.'+i'.w'..wJ=.�,iKr.W �a:y�::�y.L ..ariei.,_,�. IL RICHT OF ENT1Y In and for the consideration of the improvement of the general and specific private driveway, we, the undersigned , —_�1ar des Sc'Lre;c er and _ oel.y;es Schneider hereby grant to oR-AK Corporation, for the said imp►-ovement, permission for roadway and related construction located on Tax Lot No. 400 Tax Map No. 1 S 1 34 DC This permission is not to "ie construed as a Grant of land, but only as a trespass permission as set forth in the preceding paragraph. Signature of Witness Signature of Property Owners .� STATE OF OREGON ) ss. (:aunty of Washington ) !ie it Remembered that on this day of 19 , before me, the undersigned, a Notary Public in and for said County and State, personall? aPPeared the above named and , who are known to me to be the identical individuals described in and who executed the above instrueent and acknowledged tone that they executed the same freely and voluntarily. In Testimcny Whereof, I have hereunto set my hand and Meal the day and year la-,t above written. Notary Public for State of Oregon My Coaimiasion Erb ires: .. .. .... . .:..................•..:..:..iu..aa.ww«.........:,...,......aa......w::x�..:.aw.z....u-..,.o.....:::au',a .-y .-:..... --�dk'u,n rniwGrrfYr:w:/9i...�'aL.w.,a.....,.�........_..,u.....;..,.nnwr.. . INSPEf.;fION PROC[DURE PUBLIC IMPROVEMENT PROJECT WORK C]'1"Y OF' TIGARD, OREGON o GENERALLY: CunLai:t Mr. Mike Mills (phone no, 639 -4171), Public Improvement Inspector, at City Hall (1y125 SW Hall Blvd . , -figard, Oregon) twenty—four (24) hours before commencing any construction work within City limits . Also remember, before 'covering' anything and before 'pouring' anything, contact said inspector. INSPEFC:TION IS REQUI.RVD! o INSPECTION STAGES: At a minimum, inspection is required at the start of and at the end of each of the following work phases : GRADING- STREE-1 (S)-- Cut & Fill Staking Work Horz. & Vert. Staking Work Temp, Drainage Work Subgrade Cut/Fill, Work Dust/Erosion, Control Work Curb F,- -m Installation Work Baser•ock I:nstallati_)n Work SEWER(S)— Leviling Course Installation Work M.H. & C.B. Staking Work Wearing Course Installation Work Pipe Installation Work Utility Adj . Work Backfill Installation Work Streetlight Staking Work Air & T.V. Test Work Overlay Installation Work Resurfacing Work Monumentation Work Traffic & Ped, Control Work Traffic & Ped. Control Work o BEST POLICY: If in doubt about whether, or- not inspection is necessary, CALL FSR INSPECTION! � ke/3712F1 1 =OKA CIO 0 0 C%j CD O a) W LL a M LL.,, 0 C:) w W U) w z w m 0 C) Z w 0 LL 2 - 0 o 0 a- w cl: 0 D =\ C14 u L> tj co LLJ a- 0 Z o 2 C� x a U- >- w 0 u w I 0- < m< M: U- 0 _j _j 0— W w < Q_ CA Q- N (n �— NC-) [a C-) 1: V) —i w- w cn En �- z ul Y " :t IAJ �4, z ui a F 0 cr 0 m X6 w 0 z I M � N O z in } m Z c Q r = ' O - `O- a a < r- a a a -- -- — N — o < Q o �c- N O irQ cr _m U W cr I-- t- Q (f) LL- _J C) G U r ~ rn X O N m I J_ 0 o Q a tV M V Q, li � ti v- rn D co a to s x _ o E m J_ Q Y O W J Z J co J 3 a � ►W- w o a w t w 4n w z UJ J a W ~ a a w N la 7 f �- a . Q w W W ix 4c 0 w tt o a i 41 ►- o �► // O N &- O W ~ M Z V N G i O J V Q < 2 tD p O V ff w r- a V w N x an �n 0 0 a m W O F ►- w V V 3 a Dp�,EfN 'I oouRa~ , NORTH d � f I ` 0 50 100 4 CO 1 o 7 - ....................... SCALE 3700 ' 3800' •�� _ � --...//.►�., `"_`--'•--•-•---••__._.. _ _..••—. •�'•' //// yrs 2�5 .::J---'-- .,` _ \ ._••"•„_^_. -fir' , //.//J ., /� Q• _..--....,_ _•, _.... - ""._..' .r+��' ,/' � \off ,r 111 " w - • � Y• ” , • a A. Zt �! �-•.�� i��` � '. '"C" �'' `•� + Zt�o 00 !' y��, 'j•;• .p_.a.�1�_. _._ .._ -.-^• 5 �' r'` , ✓' 7 . 41 • o. _ 1 _ _ 210 .... +,_, a _ n .' �,v s •./ + +z n_ P� �tiS• � -- - r T SO U) 25 L Say r. J i + •J�r i'.` r .r•/� /r✓� iL K 0 � -�__ -... � �: p c9 _.•-,.._, _.._._ --._.,"""--'—•.....•.__ _......-••-.-" •,_..- �� ,,,.....--' �0 $ 1 rte`�,�.- „/ TL 00 , _ R `--- r QR �, 200 �QI , -- 40 w7 .•.-.M.r,.,r 12„�`►• rC _._._ _. s 411 Oa41 . r 804 .. • ._ ...•,..•_. ....,__._ _ � - 700' „P �� 9 — X: 6 — _ .-•'' —— -- 27 ..,^^.,.,,•ir•r 11 __- •• l__,_.. .. _._ 7� _.. _......_ 1 do 0 _-_. STM _._..._. a �-' -----.......,,,,, W._ _._. .._.. _ _ t 400 ' 2900 , \ o _....._ _._.... _.._._ ox All ' 3000 , W 00 i � t? S • '� Q d.� p s STy V 9R r \ �`po• CO 00 ET' AN ,� /��o`x�(o are cb 6• x p�� 4 4'e �t �c,�, f S 0 •i� "...� �/vX0 p•' of �. J W �. t0 °o. J `k c "O • Date Revision By —. s9 V�y�se., �� C�Z�c of -� 1(sr►R-p SHEET NO. Design Date 12,1!2 ♦� R"p G iL— 6 41' OR AK CORPORATION Drawn Date - ___ .�• P. 0. SOX 2302 R I E S T � E N I N E E TIGARD K R I N G TIGARD, OREGON - Checked Date LAKE OSW GO OREGON 97035 5340 S.E. Hacienda St. Hillsboro, Oregon 97123 (503) 649-2927 Aoy 9 PROJECT NO. �. PN'�s` (503) 6S4 � 6541 SANITARY SEWER AND WATER PLAN • — ISot --�oiol _ .7AkI� PARK -� 2'2 z, r ,� w J w•+�' .-,..i Y;•• ._ t• .....r- ,., ...r.w..4 plr,; ..f!'.sr•rr i..I .-.»-�,n••,+n.....,.•J. r+',r - • '• � � � 1 1 1 1 1 1 I � � I F 1 'E �-E,,� I1 11 _I � 1 I I 1 r r 1 1 1 r I 1 1 1 1 r 1 1 1 I r � 1 11 ( ! 1 1 1 1 1 1 1 1 1 � I � 1 �I� X 1 1 1 t 1 � 1 1 1 1 1 1 1 ��1 i t 1-�r 1 ,,,a,�„..,�..•.-..r...._......., ,. ... _ �l.It � 11F � 11r � 111 � � � 11 •� � 111 � 1rY�� l � l � l � l � l IlI � Illll � l � l � l � lll � I � I � 1 � � 2 3 4 5 e 7 A 9 1�0 11 12 NnTF: IF THIS MICROFILMED - DRAWING IS LESS CLEAR THAN THIS NOTIQfi-r-IT IS M TO QW�tITY OF THE GRIGINAL • DRAW INC. ----- OE 62 92 L2 92 S2 1~: F� 22 �* 02 81 Ell LI 91 51 til EI z II 01 a 9 L 9 S b E 2 1"u” - y. �•�'""�� ,,,,�,,�,••��' ... a „�,�,,.... .. ,. .. - ,...,.. x.... �►rrlunbullunl�utl��h��lm�lu►�,lulutl�►lalu��l��wl�r��ll��lmllul►�rulnlllrulln�uluullulllf►Il��nlll ulnullu�llu►4tnt�fmltltt�tndtrnlllHltttl�>h1d��1�11�11Iuul�minnlru11111rbw�Ytl�lulu�tluu�ullJlu�llulluu�ll�NM ' JULY 71992 S.W• tcoARo STa��- S W I 215 i / 210 / i i C ' i x tsr. U we,of Pt t'E ' 'I ' h• I.E . 20 co l.4 (4 01 ExlsT• GF-s�oE L � P E _- � � - - - _ _ I"�. _ J - " � � " W - Iq o -�r - 74710 19 0 . 4S 1 -/7.34 I.E . • 1o10. ZS ouT (6"� - --- - - _- - of o0 5�..� L_A'T. `b" - - , • 19�T S 18S 1. . • I a7. as o,,T ca•) J O'+�70' Cb NIJrC.C-T' KIST. IM - 1117 b _I I g0 - �. ib-6. 7S o.>T (,E'.I ST.) I"Z ---------- ..__-_ -- ------ - ISS I S tJ T' R-`Y L-ATE L i I 00 l oo -7 oc� 8 0 �1 0o IO o 22p CI.�S `G" �e�colr.�G tl i -40 i - - - - ZIS / / i EX ST- GltoJw» 1 pE• - J �i i C ' i - - Zia / / / // I •E • • 0-7 gel- -- -- ------- ----- ----- --- ---_- - --- --- -- - - ----_.—_--__ - - - 195 �.--- ---��- -- - -- 19S h ------- .-- - -- ----..-.._ 110190 • M�-+ T 7. 34 ACJ. LMST. '�•• 4c.- zI Z- Date Revision By - `T'` oC i ,�r.�c a Design Date SHEET NO. p ca ••IZ,192 OR ~;: CORPORATION_ — Drawn Date _ _ P. O. R230RIE STpENGINEE RING TIGARD, OREGON -6 Checked Date 5340 S.E. Hacienda St. Hillsboro Oregon 97123 - rs• � LAKE OSWEGO, OREGON 97035 PROJECT NO. � � g (50. ) 649 2927 ��r J• �^,�5� (503) 684 - 6541 SANITARY SEWER PROFILES _Isol - ozol _ io OF Ar )RSI � I 1�1 1 IIII'111 III 11 �) )1�1�'L�•1 til I'�I I�1 1 �) 11 1II1ta1 f( lI ( 1I � ) i 1 wit 1 I I ( C � 1 I 1 1 1 1 1 I I �'t 1 I 1 � I I I 111 I I-i I'1 1 � � 1 1 1 I ► � III 11 111 ""`.," ,. .• , . _. - "- ` �,. , - , . � 111 � ( I1I � I � III � ) I'11lI V III ( III III � IIIII ) ► 1 ) 2 3 4 5 8 7 8 O 1�0 11 12 NOTE: IF THIS MICROFILMED - DRAWING 1S LESS CLEAR THAN THIS NOTICE-r;T 1S DUE TO EQUALITY OF THE ORIGINAL 1 J r , „.,•"" RAWING. -0E 8Z 9Z LZ 9,7 SZ r/Z EZ ZZ I 0Z 61 81 LI -41-1 I bl C1 91' 11 OI • • L 9 S- IrE Z 18012- •' I i ff - -l F �►Ir�jnIIIIIIIInIIuulllllhlnlllullll�lu�llrlhnrlullbl�IINHII►II{IH�IIrrllllur�urr�ilUnrl111uIrr+II11NIIr1U11u�lllluuilHllllr uullullrlulrrnl11uI1W�11�111�1111111UI111l111UI1111�1111WIINIH . r . .....�........ .p,,.. JULY 7 1992 t c. 1� ' DOR�.�N couf�r . NORTH a 0 50 100 4 CO 1 1 ' 3700 ' u� SCALE ' 3800 ' 20 17 �'" •'"`». _ � .��,.� -.... .._..."'^�-.... � _ ..-•-•.•'..,✓" f,l� / O/�' // yam,.- �� ••.,��M �� ..`""" - __._- ,rte ��13.•"" � s'r ti .,j _ ZZ ZOO 200 - 400 - - T S 9 .... _ _- _..__-__._...__ .. . 700 1 r _ ..... r.. w ` 28001 �4� 1 ._......_ �•••w. ...-.•++.-...._.,..... ..•_...._. ...--_.. •�.........._..._...•,_••�.....-. ......._ ....+.� ._.�.._. „•� �,.... � ' + WY.r '•�' 1 _� �! 130000 3000 ,_. _ _. W 9001 Date Revision By Design Date ORSHEET NO. 12,I!2 • �' Drawn Dale P 0• BOX 2302 — � AK CORPORATION RK P -�-- RIE_. ST � ENCZINEERINCi �� TjGARD OREGON - - - �- LAKE OSWEGO OREGON 97035 ' Checked Date 5340 S.E. Hacienda St. Hillsboro, Oregon 97123 (503) 649-2927 90 �� 9 PROJECT NO. —S; P `'�� i r �: r ', (503) 684 - 6541 GRADING PLAN T 1 7?L� :'HRI! 5oi -ozA� 11 OF 22 � ( r ... ,, �, -.�►._. ,, •, � ...� ,_. 1.'-,...,..��. r+.7w � '� -,.^�•�nwn'-`: '• "Si.'f.Gi�.4i•,..�.�r� _wr..�rls� ��-°,_.._-: _ ...._ ..._._._ = _ .-.. . . ~r'.. III I f 111 11 1 {1 ►I t )fi I T I t 't 1 T 1 I 1. 1 1 1i 1 1 T w. t 1 n I I 11 I�III�III�IIf�� IIII�tI1111l�1 I�III�II1111111 1111111�111I111 111Ir11�1111111 111�IIIIIt11111 2 4 5 6 a o 1�0 1I1 12 ' NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAP THAN THIS NOT ICE-r-IT IS DIE TO i RAWINALITY OF THE ORIGINAL OE dZ BZ LZ 9Z SZ IZ EZ ZZ la �JZ 81 BI L) til !il til ~CI go 11 01 _s__. L _g_ _-.._S ` E Z la.�•. .,,. , I ` ' •� 10t14u11unlulilu111iInINJIluulul4llllull�tla.hI1111u�b�Nli�ulin�l«uluuhllll►n►kf�NNIt111I11!IIINIIIt1�1Mu• �uNtl IIINIIUI�wII�NI�Nu�luultltdl�u�uluu�lullllu�llullitt - r JULY 199 �7 �� , , •,. �. "r� k :.. ., f d n •U�.'fw•.. Zit 1 i r � I I •� I ,. tan ,l. 1 -+ ---- .• _ nit . ' I _ i lao.t..,,1«1je.- �i Iti Tip DEVELOPER 1 �flG CNV OR — AK 1 � "�`11Q��•�+ol• r��..i�,�,¢ t�-, � I � •. 1' �>t'1tlL"1- i SUITE 1103 _ __ T 1551 S . W . i-� ; w/� LT. ,w z - PORTLAND , OREGON 97201 �I 140"I I 1 I �A•.r 1!�. W��r I IrMVI - .. I �w� tw c. ��ftv a as I fw _11ML de HONE : (503 ) 222 - 7489 __ __ __ I _ __ I___ 1__�_ � _ } _____ ;1 _-44 /.'J3j cid fit I I r,... I. iiiiiiiiiijil LAND DEVELOPMENT CONSULTANTS , INC . VICINITY MAP- PLANNING CIVIL ENGINEERING LAND SURVEYING 0 lie 1 lie 2 209 N .E . LINCOLN STREET SCALE: MILES HILLSBORO , OREGON 97124 f PHONE : (503 ) 648- 4061 I NDEX OF DRAW I NGS PROJECT SHT . NO . DRAWING TITLE I TITLE SHEET TIGARD PARK 2 GRADING PLAN SUBDIVISIONa PLANS 3 PLAN AND PROFILE S .W . JOY f l I J06 N0 . 0590 PLACE , S .W . CECIL PLACE , ' S .W . T IGARD STREET _ SANITARY SEWER AND, WATER .�.. .� LINE ,. 5 CURB RETURN AND L -D SAC 6 ROAD AND FIRE HYDRA � DETAILS • LOCAT-- ION SANIYA Y9, SEWE�R ,AND WATER 7 ., LINE DE AltS TAX. LOT' 500 , MAP NO . ISI — 34DC LOCATED rlL5' COPY R - 1W . , • AP R CUNSTRUC ONI—A SUBDIVISION INTHE JOHN L . HICKIN D .L . C . r:. ISSUED V AT ` ��°I NO. 54 IN THE SE 1 / 4 OF SEC . 34 T. IS ., • . � . ENOR.OFFICE � -= _ UY CITY OF T I GARD ; , OPERAT.OFFICE BY w= f KATE y BLDG OFFICE GATE QEN tEL CO _ "T ., °c WASHINGTON COUNTY , OREGON NW NAT GMGO f POE-co E v OATS WILLAM.CAME Cry I-e CATF WAT OUST rvf . DATF. :LWtj4.a� FIRE 01ST, F..:Y 5,.�► t DA" E 9 T�6 Rreo F. c? lar �. ,,,,AIF_ 3� SHEET ' u►wle.gEw.I►GENICv er � ... L\'-b rI GARD FAPY FILE COPY., OF dab _ ., s . 1 :�+!- awu! , r.�p - _. _-- ._ - --- -- s., w... _. _ 4 c .�. �I1� Itlllt 11111�1l1�1lIIFIti1ItI��I11 I111111111_[�Itl�� lTlr It�!(III�111111 1111111 1111111IIIfIrI�II�11iIfI1111111III11111I111�1111111IIIIIItll111 T111�11IIIIIIt111111111(1lII111 ( �' NOPE: 1F THIS MICROFILMED -- 2 a.� 4 5 - 6 7 9 10 11 12 DRAWING IS LESS CLEAR THAN I THIS NOT I,%i--IT 15 DUE TU JK QINItSTY OF THE ORIGINAL RAWINr;, QE 62 92 1,2 92 SZ fZ E7 ZZ IZ OZ 61 91 LI RI SI bl £1 ZI 11 01 6 9 L 9 S 1r E ✓ �►!I�unlnlllulll1111�uI111u11n1111u�1111G111InNlullllllllulllnl►lul►INulu�11n111usl�uul111tlnulu�II11nI1ntIu11>IMIMIIn111uI�Ilulull�ullHNllnulitu�tttllntl�tlultutltl!L�IYlil�l�It►Inllllull1t1111111II111IIWIt�11�IlU�llll�lI11UIIt11III11�IlUII!N JULY 7 1992 a; NN MIN 3 Ar- IN 2 LIFTS---4INS j�ft AREAS yT W STREET :.REAS 0 sew fur RESUR O --- - -- / � I I 222 - --_ -�--- •. � / «uu A 0 �. 214 220 -- ORANULAR ° - 5 - 6 7 \ /� % _/ ...WILL A """ 7 18 2/8 \� /'/ I 212 • � U 210 LEGEND � � ' _ _� s. • ' •. I o� '�.a P/4 — I --- - -- - / - -- - //� p08 I •° c --- -- EXIST. C 01 I"rOUR S - --__ 444 R000r AwN Aaw4, • - a l 'weI''r'po /nF/K r 16 / - 20 �/ >TT zvmw ' �f tc!5 / w FINISH GRADE 2/2 - - _ - - �`, ;- /.V' Cyee'. WCKFILI. IN IWIT AREAS 206 L If S1W IN AGAINST CURB, FILL ROCK TO F RACK OF S/M P/0 —— \ — -`/ / ` f SACK FROM CB/S NOT URWST CURB.FILL ROCK --� 204 208 -- -�� 2/00 W --- - -_ / � �----� PIPE REDOING AND �+ —' — � 10 15 / p_ w / 21 CITYOFTIOARD BACKFILL DETAILS ?0V . ��\ ORe� DESoGK: e' ApMeNEO DY OY,a:.JN w 3 IZ - // "� s GA P_e --_` / - �1LE DATE OQILIING C tC NO LL �- 202 ,NTS 204 --- - a/�/ed s 2 2 22 R/W 202 - -- — -- �_ --� __--- 200 50' 200 - I J---- - 25' 25' 198 1 12 , \ 13 17' 5' 81 ,` 2 � � 1 _ B P.u.E. � iss I _ - - - - - - _ — — = —. - - - 200123 - - - �- — -- _ — — — - S:I `2.94% 2• % 2.0xI l /94 -� - - - - - -- �--- - >-c - -SIDEWALK.VIS— GARD STREL~T �— /9Q \ �� / 79,7 1 1/2""CLASS "C" A.C. \-CURB i GUTTER 2 1 1/2" CLASS "B" A.C. - -- 2" - 3/4w- 0" CRUSHED ROCK 8 " - 1 I/2"- O" CRUSHED ROCK \� - i, - eTRUCTION !ZS; TIGARD WA'T'ER DISTRICT TYPICAL SECTION - CONSTRUCTION NOTES: GENERAL ~ - - --- _ ~ 1. Notify Tigard Water District (TWD) prior to commencing ALL WORK S.W. CECIL P construction. (Superintendent John 14,%liar or Randy Volk: LACE AND MATERIALS SHALL CONFORM TO THESE PLA118, THE MATERIAL AND SOFT PLACES WITHIN THE ROADWAY SHALL BE REMOVED TO THE 439-2591) . -- - - S.W. JOY PLACE itilfQUIREMENTS OF THE CITY OF TIGARD, OREGON, AND THE UNIFIED SEWERAGE AGENCY. TEPTH REQUIRED TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED 2• All work shall be in accordance with AWNA standards. * FINAL LIFT OF A.C. TO BE APPLIED WITHIN ONE Y WITH PIT RUN CRUSHED ROCK. THE ENTIRE SUBGRADE SHALL BE THOROUGHLY EAR. CONTRACTOR 7.O VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION COMPACTED PER SECTION 206 OF RPWA STANDARD SPECIFICATIONS. 3. All work will be inspected and approved by TWD. AND SHALL ARRANGE FOR THE RELOCATION OF ANY CONFLICT WITH THE PROPOSED CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CITY OF TIGARD WHEN SUBGRADE IS 4 . Fire hydrant assembly consists of 611 MJ x 611 Flg tee, Go Fig COMPLETE AND 24 HOURS PRIOR To PLACEMENT OF ROCK BASE MATERIAL AND z MJ gate valve, 611 NJ z MJ holding spool, and Modern Nueller CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS AND LICENSES BEFORE 24 HOURS PRIOR TO FINAL PAVING FOR AN INSPECTION OF THE WORK. Centurion fire hydrant, A-442, 611 MJ, S3�11 KVO, 3-port (2 - 2k// STARTING CONSTRUCTION. DIST hose connection, 1 - 441, NST pumper) , 1'h Pent Opr Nut, EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND TO BE FAILURE TO DO BO WILL MAKE ANY SUBGRADE FAILURE OR DRAINAGE open left, color: yellow. R/W VERIFIED BY THE CONTRACTOR. ADDITIONAL UNDERGROUND UTILITIES MAY PROBLEMS THE RESPONSIBILITY OF THE CONTRACTOR. S. Each fire hydrant shall be installed upon a pre-formed R EXIST. concrete block with 1k cubic yards of crushed 1k11 /rock. / CO ASPHALT CONCRETE PAVEMENT MIX TO BE FROM A MIX FORMULA APPROVED BY Tarpaper will be laid on top of drain roct to separate rock B0• Ii�'RACTOR SHALL NOTIFY CITY INSPECTOR (OF TIGARD) 24 HOURS BEFORE 'O.S.H.D. FOIL TYPE OF MATERIAL USED. CONTRACTOR TO PROVIDE ENGINEER from earth cover. STARTING CONSTRUCTION OR RESUMING WORK AFTER SHUTDOWNS EXCEPT FOR WITH WISE INDICATED.OF COMPLIANCE FROM ASPHALT PAVEMENT PLANT UNLESS NORMAL RESUMPTION OF WORK FOLLOWING SATURDAYS, SUNDAYS, OR OTHERWISE Il11yICATBD. i. Pour concrete thrust blocks with at least 8 square feet of 30' 30' HOLIDAYS. CONTRACTOR SHALL ASSIST THE ENGINEER IN PREPARING AS bearing surface at each tee, cross, and blow-off location. CONSTRUCTED DRAWINGS FOR THE CITY OF TIGARD. 5A+: ,c�`tix,�i;t/p`c ALL WATEL SYSTEM WORK AND MATERI?.LS SHALL COMPLY WITH THE CITY OF move'eSTORM DRAT Aa ''✓j��' C °p"e-ee� e�` .h-.""�"�"�y�'.S TIa Tvi�"' ICit�' TIGARD WATER DISTRICT MATERIAL STANDARDS. 7 . 361, of 3/4-inch minus gravel cover for all mains. STORM DRxINAGE PIPE SHALT BE ASTM C14 CLASS 3 NON-REINFORCED DETAILS AND 1 20' 5' B' SPECIFICATIONS SHALL CONFORM TO A'N'WA AND 1988 APWA STANDARDS AND CONCRETE P1PF UNLESS OTHERWISE SHOWN. BE INSPECTED AND APPROVED BY THE CITY OF TIGARD WATER DISTRICT. S. All sanitary sewer lines 101 laterally or 31 vertically of I P.U.E. water mains shall be encased in concrete 611 thick 101 from I' SANITARY l3EWER PIPE 3HAL;I BE PVC PIPE AND SHALL CONFORM TO ASTM D- CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT PIPE, INTERIOR crossing. where crossings are necessary, they must be made 3034. PVC SHALL BE ALLOWED IN PLACES WHERE THERE IB A MINIMUM OF FITTINGS AND VALVES AGAINST CONTAMINATION. at approximately 90• with at least 1811 separation below water \ 3611 OF COVER. line. 5.' \ 2.50% 2.50-- % 2.OX FITTINGS AND PIPE SECTIONS THAT WILL NOT BE DISI21FECTED BY CHLORINE ----% .--� S I IPE SBDD:ING AND BACKFILL SHALL CONFORM TO CITY OF TIGARD STANDARD IN THE LINE FOR 24 HOURS SHALL HAVE THE INTERIORS SWABBED WITH A 9• Mains shall be tested at 150 psi for 1 hour with maximum loss DRAWING NO. 7-3---311. s , ��-�I�y J of s psi. Static pressure = 100 S� HYDROCHLORIDE SOLUTION BEFORE THEY ARE INSTALLED. p psi. Individual pressure- reducing valve will be required at each meter, installed by SIDEWALK SANITARY SEWER SERVICE LATERALS SHALL BE 411 PVC CONFORMING TO ASTM PIPE TO BE THOROUGHLY DISINFECTED AND FLUSHED IN CONFORMANCE WITH TWD and included in cost of each meter. Meters will be D-30 14 . AWWA STANDARD C601. installed by TWD upon individual r�$uest for same. --- 2 1/2""CLASS "C" A.C. CURB & GUTTER THE CONTRACTOR BJMLL SUBMIT AND OBTAIN APPROVAL PROM THE CITY OF 1 I/2" CLASS "B" A.C. IR TEST REPORTS, VIDEO TOFFS OF SANITARY SEWER LINES, AND A VIDEO 10. All pipe and fittings will be cement-lined. Pipe will be 2" - 3/4"- 0" CRUSHED ROCK TAPE LOG SHALL BE SUBMITTED AND APPROVED BY THE CITY ENGINEER PRIOR 'TIGARD PlIGI11�!>iIAI>t10 IMl T 1x"02 TRAFFIC CONTROL OINI S.W. TIGARD T7ton Joint Ductile Iron, Class 52 . 12" - 1 1/2"- 0" CRUSHED ROCK TO THE CONNECTION OF ANY BUILDING STRUCTURES TO THE SANITARY SEWER STREET PRIOR 9'O COMME11iCING ANY WORK ON TIGARD BMET. SYSTEM. 11. .".S.B.H. bacteriological tests are required. CONTRACTOR TO DETERMINE TYPE OF EQUIPMENT AND METHOD TO BE USED To 17 . TWD w:11 install all copper services prior to blacktopping of TYPICAL SECTION ACHIEVE REQUIRED COMPACTION. ALL COMPACTION WITHIN THE ROADWAY streets. SHALL BE 95% OF AASHTO T-99 . :.LL OOMPACT ION OUTSIDE OF THE ROADWAY r'�r 3�" ' Na.3 S.W. TIGARD STREET F SHALL BE 90% OF AASHTO T-99 . 13 . Upon completion of installation, contractor or developer will MAL advise TWD of total construction costs to which will be added /�/d7I�vET7C�ait/•S f' C•S�i: 10% for district inspections, water loss, overhead, sampling, BOTH LIFTS OF A.C. TO BE INSTALLED IMMEDIATELY. -77*4 -0 4,-Pff,9 administration, etc. , and 2% for engineering review, including 01as-built11 drawings, intzrsection maps, updating master map, Atc. 1'HIPARED FOR 14 . The estimated 12% to TWD noted above aunt be on deposit prior OR- AK CORPORATION to begiaaiag eonetruetioa. . SUITE 1103 1551 S.W . PARK AVENUE I.D. 0 an r`t' F " PROJECT REVISIONS DATE DRWG. TITLE DESIGNEE)DPORTLAND , OREGON 97201 GLO1308zTIGARD PARK >IInWN I")'H9N0PHONE: (503) 222- 7489 GRADING PLAN I CST/OC192 - �l y0 «vi° b --- — ---- CHECKED # ~ INC. DRAWIN G NO 2NEFS O684061 ;U — Dnic LINCOLN ST OF nhrinvnlI HILL9BORO OP v! ?.i SURVEYING °F 7 8/16/88 --.. .n.. ..e...w..._i.nn.•.-n.wTf"fqr•.. ,,.w.-r.-+.,.a•-w..+v...-... �.. ..iV2.'-AR. . y� ' ,�." -, .. .. .- ar ..r �-.`M r._ ,. �' •�K ., .....mow-. . r'�11t�111111�1 IIIIItI 111111, t<1t1�1i Illltll 11111Ir 1111111111 1111111 1'111111111) 1111111 1111111 111111) 1111111 1111111 1111111 IIIIItI 1111111 1111111 1111111 111111111t11111 +irc. rlip NOTE I F THIS MICROFILMED 1 `— 1 �•�- 2 3 4 5 6 7 8 9 10 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICES IT 15 DUE TO DQUALITe OF THE ORIGINAI L R WING . - OE 62 eZ LZ 92 SZ bZ EZ 22 IZ OZ 61 91 LI 91 - 11 bl EI ZI it 01 6 9 L 9 S+ -0 - E Z la""" dtlillllllllll1111IIIIIIl111111111,1U11111�III1111111111111111111u1n1111u11tu1tH1111l1111111IIIIIIIIttlllllllllt1111111111111111111II11,111111111111111111111111111,111111111111111111111111nnitullini�Ul�l�ttlulllllnllu1111111ut1111111W111111111ulituUJlllllulnullntl�ltlll JULY 1992 PVI STA = 1+00 I ELEV = 204.75 ---. -- 100' VC -- - ORIGINAL GROUND LINE A.D. = 5.00 ORIGINAL GROUND LINE 220 . PLAN PVI STA = 1+25 0 2210 . .PV1- ELEV = 207.50 0 • 218 . SCALE A.D. = 5.00 �. . •50" VC / I„= 50' 218 . /'• I I 216 216 . . . Q LQ 214 . NVI STA - = 0oea+.4 0 o+. \\ / / P1I STA. = .0+o4�0Q. VI ELEV _ 197.5 7.30214 A.D. =. 13.50 Ap• = 13.50 J`Nn .. �>1 Wv ZH3:212 . II 5 6 7 8 17 18 19 h , VC Q212 o 210 . . 40` VC ' 210 Q, 11 . .II SC ALE 1 50 , 208 II 11 . CENT CUL-D A 208 . o II W 206 . N Jkm Q,, /`ST 22++R3o. 1 ' T- 206 . II » v o r� Q 4,Qj m -F1 ISH RAD Ln W� m% ( STALL} MONUM TS ; w 1 �---- % IN MO MENT 80X1 �� 204 . al w 204 . v II Jm �. -- L" LQ I II i I � L"i �L41e Z w W . 202 . Sn w W. 4 F2. 9 16 Za I 202 . W �' �ti F IN I H GRADE o CENTER CUL-DE-SAC ati v v x 200 . m 190 a. STA 2+2 .I 100 . 198 2.5% ' X. (INSTALL Q M Wm N a 0 . N -- J -- - -- 198 r Z N L0W POIN ELEVATION 197.82 C� '�` z 196 uj Li �' 196 . LO POI ELE ATI.ON =_ .19 .57. o u . DATUM ELEV LO POIN SLAT N = 0+_24, 4 Y 4- 3 U Q f 10 �� 15 1 U 21 DATUM ELEV LO POIN STATION = 0+24 44 195.00 _In NN In d- O In O ,n o INSTALL STREET1 INSTALL 12 UNIT MAILBO f; �� J INSTALL 12 UNIT MAILS X_`' 195.00 "' '") `�' 00 °' °° r- . o- r\ ,,, N N o o � ►� `° ,n "' "� �� / (INSTALLED BY POST OFF I E1 ' ,1 3 0 0 � M ^ r. o o m ►� rn o :n o In o In 00 0o 0) ^ oo �, 4 r; ai N � (D m LIGHT (TYP) J •111 (INSTALLED BY POST OFF CE) 'n ca L0 t 00 `�' n o o `O �^ O In '`? c,4 co to rn O rn O O O O O O O o O - r -- L - _. o a0 �' r` NO o0 a 0 O ca G� '� N r c0 � 00 of N N N N N N N N N N N N N N N N N ON N N N NO N ON N N N i N N N N N N N N N N -- Awl �► 0+00• . . 0+50 • . 1+00 • 1+50 • 2+00 2+50 3+00 2 11 4 - - - �, e© 22 0+00 0+50 1+00 1+50 2+00 2-t-50 3+00 3 � y INSTALL 5' TYPE PROFILE PROFILE INSTALL 5' TYPE III -- �- - -- PEDESTRIAN BARRICADES .JOY PLACE CECIL :}LACE PEDESTRIAN BARRICADE 5 � 3 ____� SCALE SCALI". 50' H. 1 I 12 13 23 1"r 5' v. I"s 5' V. TAPER 3:1 WIDEN EXISTING AVEMENT ` - � 5 INSTALL STREET TAPER 3:1 TO EXIST A.C. TO FULL 20' WIDTH FROM C TO EXIST A.C. -- (SAWCUT t DGE EXIST. A.C.)YAL ,,, _ LIGHT (TYPI - -- _ -- X. % - .- - -_ _V .- - - -- r -„ ,;� f% ',%''/'.%' �%viii ,;, ,• • ; ,��%�/ %/�`'. -_r :;n}•• •'•$fr•:}}:{:�;}:?•:v};{{�:•::��:r:{}}•.}::{•:{•::•}•:•;}}:•f•.:;,::. v. }ti{::;ti:�•;,yh::.;. ti.,•:•}•ti r '' N M : .. EXISTING EDGE E 0 X. ••n}.. F A.C. .r r:. .r• .r:.vr'• Y r INSTALL OM-3R SIGN STA 2+10 TO 3+80 S.W. TIGARD STREET - I OVERLAY EXISTING STA 4+75 TO 6+00 I I A.C. TO FINISH GRADE EXCAVATE TO s" BELOW STA. 7.00.86 S.W. TIGARD ST. txt --- FINISH GRADE. REPLACE WITH 6" CLASS "C" A.C. STA. �+00 S.W. JOY PLACE - INSTALL 4" WHITE LINE STA. 3+85.35 S.W. TIGARD ST. Q>Kt (INSTALL E MONUMENTS (PAVEMENT TAPER( STA. 0.00 S.W. CECIL PLACE IN MONUMENT 80X! (INSTALL C MONUMENTS IN MONUMENT BOX) HIGH POINT ELEVATION = 200.23 HIGH POINT STATION = 5+.38.09 _= 150' VC - i1` S,�s��/�9G..1' J� �9��•t' �•t'Dt./i(/G PVI STA = 5+40.91 q PVI ELEV -= 200.85 q v A.D. 3.32. � a - 265' VC K 45.12 + z II N � Z F M 1j II q j 0 00 r + F v w o EXISTING GRADE o 0) 11 Z to w Q �,y 8 w PVI STA 8+77.72 m a FINISH GRADE cn W o = PVI ELEV - 195.05 Z ►v- A.D. - 2.37 200 . in m . w K = 1.11.81 N . 198 . ui N N �1.72X 0� �� NOS . N •-• 196 . . . . . . . . . . . . . . 1,6076 . a . 194 . � r- o W 192 v FULL W IDT 1 0. a R CONS RUCT ION a W W 190 m c~n ~ �. -� o W - M 188 o cv OVE LAY ULL IDT a Z W 186 o W a � C� Q 184 .� a cy- z = 182 �_ N . OC Z DATUM EL8'Y o �'- 180.00 OO pp p o c. N cD O �j 1. d rn 008 "� N �. W, C, O t c0 0'0 rn N r� Cc f- 8 N d r� � N N r- 0 8 r`) d r � n n Ln nJ Ln N r'� 8 Op $ f� '� O0 IA 00 In I- in * 09 01 N _ 17 _ N I� � N d' O) �t r r� 00 r� 00 �'7 po p CW 00 Os In t[1 N P. N r;0 O �� Ifl r` h O 01 N (J N i I,�j 1) Iq M -t In u'j `n Uj 'In Vi Lr) ('C co co r` ^ r� 00 00 oo rn c7i Qi p O o o 0; a0 00 , N �_' as ID O rn O 00 � OI at U, a, rn 01 rn �, rn rn °' Os a+ Os 0) Os 01 of 0) as 0) °' 01 as �' o O �+ _ c rn 0) 0) �i 0) 0) 0; of o� a� of a0 a^D a� a`� a� a rn rn rn rn rn rn rn rn rn rn rn rn rn rn o a 0 0 rn rn 000, Q, r` r- co cD rn �i ori Ki - '- - ,-- - a1 rn rn Qi rn Ol rn rn Q1 p� __ op ap o0 Op a0 r- - r •- r.r •-• r -- r•• - N N (� N N N N N r '" r •- r �' r r r r r r r r ••• •- r r- r r r r - r 0+00 0+50 1+00 1+50 2+00 2+50 3+•00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 PROFILE TIGARD STREET I'M PARED FOR SCALE: I"- 50' H. i"= 5' V. OR - AK CORPORATION e,,�, n 88 p PROJECT Ui SIf;NED f1 DRWG TITLE .ION h SUITE 110 3 *0o 101 NO REVISIONS DATE .��E�M' 1�i`Fq`�o I It GRADES, PED. BARRICADE 9/1/88 P L,q N & P R 01'• I L E I,I W° Qp�p � 590 1551 S . W . PARK AVE . `�' � � -- - - -- ---- TIGARD PARK S.W . CECIL PLACE Al/OC192 z t MON., MAIL BOXES A STREE :� DRAWING PORTLAND , OREGON 97201 t fs _- CKED INC. N� t�� LIGNTS s/t/ee S.W .S.OIV . JOY PLACE �. PLANNING 3 S.W. TIGARD S T . EFS (503)648.4061 OF 7 209 N E LINCOLry 51 TEL : (5 0 3 ) 222 - 7489 �' �• e � -_ __ __ ___ F�ILL89�R0 �q�.,;4 CIVIL ENGINEERING DATE SURVEYING 8/16/88 OF u � �' S APPROVALS: I I I I A '!r .. .A i+ W`^►J• ... -. rte., . �Ilr+ •I11111�1I111111111111'11I M IN111 llilt11111111 111111i1Ill 1111 II 11111f111111111IIIl) 1111111111111:1 rI111111111111111�1111111111111111'11111111111111.11lllrllllll�lll1111111111111111 ,� NOTE: I F THIS MICROFILMED 2 `� Q' rJ s 7 _ 8 9 IIO 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE;"IT 1S DUE TO THE QUALITY OF THE ORIGINAL . DRAWING, OE 6? 92 a 9Z SZ tZ EZ tZ IZ OZ 61 91 1_1 91 so b I E I til 1 1 01 --''''••----a''.'•'--��---- 9 L 9 'S-- b EI-. Z I • * ' 011111 loll IIII IIIll Ill III 1111n11111111111�11111lIIIIIIIIIIIIIIIn111tu1n1111nIIn11111111111111111111t1111111111111Ill 11111I11111111111111111IIIII II IIII1Ill IIII116111111111ni11ntltnllltttlnnlfN11111�1�u1111111loll 1111111111tIltltttlWWnulut11111u1111t11111111111nnllwlnll 219 2 219 17 . 215 . 217 : . 2,3 215 . 211 `- 213 2 5 6 7 8 17 211 : 209 18 19 0 209 . Z 207 \ INSTALL G" MJx IPT PLUG I INSTALL 6" MJ x12" IPT PLUG SCALE 1 S.S. MH. 4 \ /- W/ 2" GAIN IB {N CONC. I W/ 2" GALV (801 IN CONC. �� 207 . . 1`6 50' 205 �5-�-�IN� �\ TRAFFIC BO IN FRONT TRAFFIC BOX I FRONT O .M C. c,i;QB, OF CURB 203 205 *. 201 203 y�' 4 9 w 201 199 16 20 197 �j�'� ��'' r �0 C' LINE 199 0 195 _ - -- L -- Ogg 197 2�p � a � 195 193 191 io 3 10 15 21 193 o i 191 I 189 NN - - - - I - - I 187 cn �N _ - 189 � O N a W - 5' - i 0' "n M ® �v 11 14 ® �� 0 vm ' 22 187 :e 0) ' cu 0 WATER METE1't1S) (TYPJ 10' WATER METER(S1 (TYP.) --5' 2- N a r Ge (,j W N Ln GD Do N r N o CONSTRUCT OSCB -- rn a) 0 0 0 0 0 INSTALL 6" G.V. : n V 1 STA s5+49 LT INSTA F.H INSTALL F.H. V ON sl A2• E� r N N N N N N N N N N e S 1 Q N M h O N O (D O ro (L" (CECIL PL.) 1 /�-- �- to �-- G ,� P �• l,��GP � . rn o . o ' o . ri 4_ co. � . rn D 13 2 S N N LJ N N N N N N N STA 1+97.27 CONSTRUCT OSCE m I CONSTRUCT OSCB ® I CONSTRUCT OSCB O 0+ u 0+50 1+00 1+50 2+00 2+50 3+00 ( TIGARD ST.) - --� \ STA Cit-3 17_RT - CONSTRUCT OSCE o N _ EXIST.1`10 ,.8. STA ARD S 7 W 1 S 13 STA 0+35.31 STA 9+32. � M m PROFILE EXISTING S.S. MH. ( TIGARD ST. 1 N 1 CECIL PLACE) ( JOY PLACE 1 I 1 JOY' PLACE 1 ( TIGARD ST.) 0+00 0-1-50 1+00 1+50 2+00 2+50 3+00 4, N ai m r ,► 0+00 "A" LINE -- Z• 50 ' 1 " 8D -- -- -- 33' p = wm ,� � B LINE _ - - _ - _ PROFILE � -• SCALE: - .- - - - -, ^,'p ` __ - __ .�. - .- - - - - - _-- __ __ - 4. - -- - - - .- vi g i w 3 I"=5J' HORT. --- - -- _ _ _ so "C " LINE rn w W_W IBJ I"=5" VERT. EXIST. -- - i 9" W.L.W=� - 41 -- - -- - � - EXIST_ - - - - - - -- -- - - - - - -=s« W.L.w -- -- SCALE: S.W. TIGARD STREET 1" 50 VERT. RT. S.S. MH. ® 1.�y» " « � 6.93.5 "A" LINE \-� .. .. SANITARY SEWER LATERALS I I 3+77 A LINE / " " CUT-IN a xs MJ CROSS 0+00 C LINE D It' _ CUT-IN 8"x6" MJ CROSS w +16 . 0. MAI LENGTH 0+00 "8" LINE i 2-8 8FV$T NI LINE 3 8 S.S. STATION LEFT RIGHT - (PLUG SOUTH) AND 8" BFV EXISTING F.H. --� - w-« 2 .osis • I N LINE AND 8" S.S. WATER METER LOCATIONS J A' L 1NE 2+50 'L9 STREET LENGTH 4.35 28 STATION L RIGHT _F I' 5.70 28 "8" LINE S.W. CECIL PLACE . 0+95 20'. f2) 2+12 60 121 + 5 30 35 2+13 31 (2) 1+50 30 MIn 2+70 28 (2) 1.50 35 '� 2+76 33121 2+10 60 49 00 0 2+40 60 34, L.F. + ELEVATION ; 2+45 55 110' 2+78 5O Sr 1X U 34 F U S.W. JOY PLACE sie" o.LVAN,zcD so No M10" S.D. 0 29 L.F. 0+92 28 (2) // 'ACNINE uOLTSiwASMEOtS ' C" .LINE ao s= 1.0% 00 12" S.D. 0+95 18 IaI v rn w S= I.0% 2+11 52 (2) 42 121 0+007_ I M 2+�5 42 (1) 0+90 50 ( � W ti 2+73 12 (2) 4 N T 35 G m �ti Om � PALS -0 eE PA-NTE.l e,ACK *,TN wN.TE STR,PES m-- U � !SOLS I.47 35 200 . m O l�(� u �. m �: a I TNC wtE S'"15 SMALL eE REF.EC'0. 2ED 0.94 25 m m IL r` :`. e N +SO L:J U10.' ~ ~ G '10- -'DE- APPL'CA• ONS. M ��L►.E SECTIONS AS n' SNOrN 3NALL !E USE[) v 29 L.F. S.D.o E- Q c�. 2+08 60 198 co °' S. 1.6% o . N Y _ + 2 SEE #AANµAL C', JNiFORw TRArriC CONTROL OEl.'CES 2+IO 25 12 N FOP STREETS ANC NIGMwAYS AND TME OREGON X L7 O 2+47 6O W H- N � ; Su►►.EMENT 2.57 50 196 : \ OS vB O © a _ I P 1 DARRICACES Oscs2+63 55 . . . . . _ _ . . . 194 . I I FL (OUT) 195.7 FL 10 T! '19 .25' � i 'o = SC'b eARP,CADE DES10N R F .. S.D• _ ' i ►oils n 7 eC•9 DAPA CA,-[ APP�,CA-IoM 4� 12 N I 1 J.� A G L,� •v �I :.:� S ALL MATERIYLS ANC MO--MANSML► "',LL 1E N 92 E IST. B • 7 0 �". g AC_OROANCE �AITM T1.E CJRR(NT STATE Or OPE3DN F (IN! 94.46 S•D -- I_ . F L. +IN) 192. 7 = END VIEW STANCAPC, SPECIFICAT:ONS FOP NM. cos-A_cT eN 190 c 1ST F L. I(E 1ST) 192.83 _ 316.5' L. . 8 S. 0.7 % F )OUT 194. .S: . .0.15 CF) WASHINGTON COUNTY 188 I 7 8 e FL CtIN 194.9 DEPARTMENT OF LAND USE STF,EET BARRICADE TYPERI BREAK INTO EXISTING MH. II OSCE Q FL'(0 T) '194.75' , TJX+ ANO TRANSPORTATION AT WipTH TRANSITIONS 0.00 „A" LINE --� I � FL (I ) 194. 4 �---- - FL ( 1'1' 19 .54 ( DATI CIVIL tMCiNE[R auwry A►1MA Mo w.rx CouMrr Mo. OS 8 . m I�ro I fn X C L�121�1� ,...z �, �-- eco •s NONE - 4 2 18 OD ti FL (IN) 1 5.41 Q N ti o 8 � a tv FL (IN) 0.09 M 0 2 �.m FL TOUT I i 194.2 _ ro m m _ FL {OUT) 189.6 182- _ �WW�W y WWW W W W _ • _ _ .N • -- -- 1 N - N N LO 0 00 g 0100 N7 N 1 O O d g Ld00 01 N M r O N d` n N N t` `.' h r7 O N N 1`� OC d CT1 � = ^ M N 00 .CIO 1`1n .N cc � � .v rn •p� Lq .� r` � � .� O G .-'O �6 .O �� '� Q^1 '- C�1 O � M tic1 rncN .� T � rn � rn � rnn .� rn � �� , rn � rn � rn � rnIn � rn � rn � rn � rn � rn � rn � � � rncn � rn � op � S 0p 0p rn � rn � rnGo � cn rnrn aril rn � rn � rn � rnIN ui a) � Oti � a�f � � RC1 Q' � � � 00Im� r= 00 00 � v0 � °D 00a�0 '- r '� •r' .r- • •`- . . . .r . • . ' ~ . - N N N .N N .N N .N r ` .r- •- r' r r• w r- - 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8 -50 9+00 9+50 10+00 10+50 11+00 11•+-50 PROFILE "A " LINE SCALE: PREPARED FOR. I*#=50.. HORT. OR - AK CORPORATION I"=5'• VERT. SU . 1103 1551 S .W . PARK AVENUE 5��1�'jCi� y /O NO REVISIONS DA1 E PROJECT DRWG TITLE DESICNf [7 No PORTLAND, OREGON 97201 ��' �13,1652 � ` ir I S.S. GRADES, WATER METERS 9,2/88 TIGARD PARK SANITARY SEWER ,,GL° - - 590 PHONE : (503 ) 222 - 7489 c s -- S.D. PROFILE - _ ---- AND WATER LINE STN ► -- _..__..<. _- • 11RAWtNG NO UfiLt..�N _____ _ __ - PLAN AND CHECKFL) -�- INC. 4 PLANNING � 7 ,,g '``�,�� PROFILE EFS 1503)648.4061 CIVIL ENGINEERING OF d04 N E LINCOL N 51 ! �`C ,,,� D®/12/88 -11LLSBORO.OR97124 SURVEYING OF. 7 APf'R[1VALS I I „.. •w.r`Mw.. .Cr+.w".... .:��f....'. '_." - @'.""i'^`° ... _ _ .w _ -_• - v.w.....-< .. _._.. ._. .« ,... - • 1 1 1 1 1 1 1 1 1 '1 1 1 i i l Ijil I I r~1 l l ( i I 1 P! Ir � llf � lll � II , IIIi11I III111 � 1 '� II � II � IIIIIII IIIIIIIIIIIIIII � III � II III ( IIIIIIII � tI + 11I SII + NOTE: IF THIS MICROFILMED ► I 2 3 4 5 6 7 8 9 10 I I 12 _ DRAWING IS LESS CLEAR THAN THIS NOT ICE r IT 15 DUF TC' THF QUALITY OF THE ORIGINAL DRAWING. ----- Oc sz 92 a 9z Sz tiz r2 zz Is 02 st - 81 LI 91 51 bl c1 zl 11 0+ -6 9 c 9 5 b E rt11IIIIIIIIII�IIIIIIIII�IIIII1111�1111I111�11111111111111Ih11�1111111HI1t11111rI�E1lllllll1111IIIIIIOuI11111111lIII�I�IIIIIIIIIIIIIIII111)+111IIIIIIIIII IIIIIIIIIIItn111111II1HI1uUufflllHlln(II11 (I�IIIIIIIIIIIIIII1111111111Jl11��11,11�lllllll!l�1J1u11u�tW�1111 _ JULY1992 ' � I O O A = 39'42'54" 0 = 52'1'12" R - 23.00' R = 23.00' L = 15.94' L = 70.88' a PT. TOP OF CURB ELEV. PT. TOP OF CURB ELEV. a N 1+88.47 C.R. 210.94 = 1+733 211.24 ,89 C.R. 210.92 :- 2/3 211.54 2/3 21.64 o / 2.2.37 282'13'45" C.R. 211.84 N 0' C.R. 213.09 aa• 0. A = 282'13'43" / l ., D = 2840225" R = 42.00 R = 40' ' L = 206.88' � 2.0 / � � // I �.� ,LSO L = 208.21' 90. PT. TOP CURB ELEV 0• PT, TOP OF CURB ELEV. / 282'13'43" C.R. 211.88 4 270' 212.34 R50.00' 0' C.R. 213.09 1o. 240 213.58 I 30' 2.4.122 210' 214,82 60' 215.14 UH 180' 216.05 CENTER CUL-DE-SAC 90' 216.17 R50.00• T- 150 150' H.P. 217.29 10.00' LT. 2+30.00 I 120' 216.07 2+30 240' 120' 217.20 142'1'12.5" H.P. 217.9` / 60' - ( 150' E 17.4'd s0• 90' 214.85 ` o 2 60' 2�2.42 I� o I 210• 215.62 CENTER CUL-DE-SAC I SCALE 30' C.R. 211.20 1 / \ 240' 4.60 R42.00' 2+25.12 I"= 20' 21 • 3.57 R42.00' 1 284002'25" C.R. 213.09 2�. �vl - 62'30'49" �+,00 ?->0• 210 R = 23.00' 3� L - 25.09' �� 1� ?�? A = 5201'12" D R = 23.00' � I PT. TOP OF CURB ELEV. L = 20.88 0' C.R. 211.20 W W 1+C R47 �•'.Q r'OF 0• 3/4 2 l 0.8:� C b 1/2 210 0 I V� �.,� U PT. TOP OF CURB ELEV. �: O W 1/4 210.16 0 © Q 283 02'25" C.R. 213.0 �' © U O �,►, 1+72.34 C.R 209.81 I / 212.3 1+72.34 n 1/3 211.64 1+73.89 J 1+73.89 C.R. I 1+73.89 C.R. 210.92 C.R. C.R. cn t I 0 = 90'5°59" 50 0' o a 90-I1'43" 50 0' R - 25.00' R - 25.00' L = 39.31' 25.00' I_ - 39.36' I 25.00' 34 0' PT. TOP OF CURB ELEV. 3+42.27 C.R. .P. 197.53 I PT. TOP OF CURB ELEV. 34 C.R.X.P. 17.00' I 0+45.14 C.R. 198.29 I 0' 1/4 ,6 197.78 1/4 L.P. 198.06 I 1/2 & 198.03 3/4 p 198.28 1 2 198.31 3/4 198.57 L 17.00' 0+45.07 C.R. 198.53 6+58.71 C.R. 198.82 1 W 11 1+00 < 1 O 0 D = 89'54'1" R = 25.00' 1 R- 25 000't�" L = 39.23' m m L - 39.18' PT. TOP OF CURB ELEV. PT. TOP OF CURB ELEV. 0+44,93 C.R. 198.52 0+44.86 C.R. 198.631/4 198..05 3/4 L.P. 198.47 2 1/2 198.61 INSTALL COMB. I ( 1/2 197'82 1/4 198.74 STREET NAME INSTALL COMB. I I 3/4 197.60 I i I 7+42.71 C.R. , L.P. 197.37 STREET NAME I I 4+26.27 C.R. 198.88 AND STOP SIGN AND STOP SIGN 0+45.14 0+44.86 0+45.07 C.R. 0+44.93 C.R. C.R. _ C.R. r - - T-N1- N r ed r A or (6+ U t+0 U r (U I -- ow O M '- N m i J S. W. TIGARD STREET S. W. TIGARD STREET STA. 3+85.35 S.W. TIGARD STREET QxC STA. 7+00.813 S.W. TIGARD STREET Pxt , STA. 0+00 S.W. CECIL PLACE STA. 0+00 S.W. JOY PLACE PREPARED FOR OR-AK CORPORATION �EpPRO F PROJECT f„tWG TITI_F DFSI!;NE() JOB N(.) SUITE 110 3 1551 S.W . P,A R!IC AVENUE ��51��GI"EFp�` NO REVISIONS DATE GLo 3.41ti2 \s -1 CBS, SIGNS, STOP BARS, T [G A R D PARK CURS R E T L R N WN y - - 590 PORTLAND, OREGON 97201 _ _ _ ,� -__- _. -- - PHONE: (503) 222- 7489 � � GRADES 9/�/ee AND u- UL - DE - SAC CST/OC192 GREG`'" CITY O F TIGARD G A R D _ CHECKED. INC. 5 DETAILS DRAWING "° ? `��Ea�P - - - -- - - - - - - ---- -T T SIGNS E!:S (503)648-4061 PLANNING ENGINEERING OF 7 STREET REE SURVEYING APPROVALS I I I DATE: 209NE LINGOLNST Q HIlL9BOH0 OR Q'�74 t BIIBI9e OF .. � ,w � v _ _».v.r..r.--.•.«......r ,. .MilCsl�F ' :II'-."_'-""' :rst,.. ' r.. .•c..-_ .,:..,... .« .,w . .. y .. .:.. .r•.r,w..,,,...,.. .,,. _ .-. -- . .. ..,_ _ _.. .._. ._._. __.. - ._......._..... .. .,_._ - _w..., ,,... ... .._---_ .... -... .. t -1 ( I f I I 1 1 +1111FIIIf'11Illllllljllilllll�Ill1f1�1��1111 lllllllllrl11111 1111111 111�IIlillllf�� 1111111I1111111�111111111111111 111111111111111 1111x111111111111111111111 IIII 1 I MICROFILMED - ; 1 2 31 4 51 6 7 8 9 II0 11 12 NOTE: IF THIS --- , DRAWING IS LESS CLEAR THAN THIS NOTICE-" IT IS DUE TO TM QUALITY OF THE ORIGINA'_ DRAWING, OE 6? 92 LZ 9Z SZ 102 EZ ZZ 12 OZ 61 01 LI 91 91 bl EI ZI 11 01 6 9 L 9 S IF E Z I"•"" Mill 1loll 1III III IIIIL11111111111111111111dti1111111I 'il11111111i1Ill,lull►IIIIIIN11111111111111i11n1111u111ulul�lunlnlllnu111n1 nI11IIIIIl111n111utllnlllw�nulu�1li11111I11111ulnlllllulutlhll, JULY 7 1992 21' - 0__MAX I?' - Q" MIN �11AIOAPL S'T C "OPE DRIVEWAY FFACE OF CU48/W LINE WIDTH OF STREET WITH COUPLING I" R 1/2' R �- ,w- CONTRACTION JOWT OPTIONAL IK SIDEWALK \ J LOCATION III, -4- B SIDEWALK EXPANSION JOINT � ROAD � . . EXPANSION JOINT INSTALL 2 WEEP3 0 CURB JOINT ---'---L -�. HOLES PER LOT PROPOSED � --- ---- -�` '�-- STREET I A I/s _ S'• 0" G'-0" RAIN. 12'-0" MAX. G' • 0" MIN. 12'- 0" MAX 3 FACE OF CURB 2"COJPLINE SIDEWALK ADJACENT TO CURB SIDEWALK AWAY FROM CURB WITH 211 SQUARE FLAN RASE COURSE • PLUG 1- 1/2" EXPOSURE 9" VALVE BOX---- VALVE BOX (• FOR DESIGN SPEEDS GREATER TWAN 40 MPH THE EMERGENCY MOUNTABLE USE EXISTIN4 EXPA 19'JN CURB CS-300 SHALL BE USED. JOINT OR BAWCUT PAD I/8"DRAIN HOLE I ELEVATION B-B PLACE COLD JOINT. ( C.I. FLUG W/2"L__' IN 2" STAND r!PE SEE DWG NO. CS-306. 2 CONCRETE TO HAVE A BREAKING STREW .H OF 3000 PSI AFTER 28 DAYS ` I.P. TAP �� GALVA N I Z E D• / o ,s• ' 2 � I EXPANSION ,JOINTS PIPE I + A. TO BE PROVIDED I �\ WAn4 KnN STP. U AT EACH POINT OF TANGENCY OF THE CURB •f�• % v STREET 2) AT EACH COLD JOINT , @ 1'! . , _ n ` 3) AT EACH SIDE OF INLET STRUCTURES. !111 � ' Z ELBOW ` ca�,urlw s.>r J I �'� lb r 4) AT EACH END OF DRIVEWAYS ,. 1 COMPACTED SUBGRADE� - 2" OF 3/4" MINUS 5) AT LOCATIONS NECESSARY -0 LIMIT SPACING TO 45 FEET x}}- B. MATERIAL TO BE PRE - MOLDED, ASPHALT IMPREGNATED, NO!'-EXTRUDING, I coos srts SECTION A-A WITH A THICKNESS OF 1/2 INCH. 1 • ONAIN 3 CONTRACTION JOINTS 211APPROVED GATE VALVE AS PER. . � A. SPACING TO BE NOT MORE THAN 15 FEET WATER PIPE STD. DING . C-1.02 NO'f E S B. THE DEPTH OF THE JOINT SHALL BE AT LEAST I%Z INCHES \ 2"SHORT BRASS NIPPLE I. CONCRETE SMALL HAVE A MINIMUM BREAKING STRENGTH OF 3000 PS.I. 4. BASE ROCK - 2"-0 OR 3/4"-0 95 % COMPACTION. BASE ROCK SMALL BE TO JUVATION AFTER 28 DAYS , 6 SACK MIX. SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH , WHICHEVER IS GREATER 2 CURB JOINT SMALL BE A TROWELED JOINT WITH A MINIMUM 1/2' RADIUS ALONG BACK OF CURB. S. DRAINAGE BLOCKOUT - 3" DIA PLASTIC PIPE TYPICAL STRADDLE BLOCK 3. EXPANSION JOINTS SMALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED A. I.D PLASTIC PIPE WI' H COUPLING. MATERIAL I M EQUAL , EXTENDING FROM SUBGRADE TO FINISHED GRADE B DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB WITH PIPE CLAMP 4. SEE DWG. NO. CS-300 AND NO CS-;ICS. SAW CUT VERTICALLY IB'• EACH SIDE OF DRAINS REPOURED TO FULL DEPTH OF CURB. ( SEE DRAWING NO. C -5. 01 ) WASHINGTON COUNTY WASHINGTON COUNTY CURB NON - MOUNTABLE OREGON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, DEPARTMENT OF LAND USE RESIDENTIAL DRIVEWAY DEPARTMENT OF LAND USE , AND TRANSPORTATION AND TRANSPORTATION WATER SERVICE TYPICAL 211 CONNECTION DATE CIVIL E BrEEn otRAWN APWA NO. WASK COUNTY NQ DATE CIVIL ENGINEER DRAWN APWA NO, WASH. COUNTY NO, BLOWOFF ASSEMBLY w►ri ow��+� »o' /� • -. �••�.- ,GEA 6 A5 NONE DW- 200 / ��/ �( .� I:L7 s5 18 ( MOD.) CS- 301 s-1-ts 14 EACH AREA IS 1/2 OF TABULATED TOTAL AREA 0'-6 n CURB TEE PLUGGED CROSS WYE PLUG OR CAP (STRADDLE BLOCK SIDEWALK PER DETAIL) r 5'-0" I- LLi 1 MODERN MUELLER CENTURION OR I`-0" BEHIND BACK - � GRADE TO MATCH FIRE "YDRAN', A-442, 6" MJ, OF WALK. S1DEINALK SLOPE. 2'- 6' UTILITY S RIP x - _A 3 1/4' MVO, 3 PORT, 1 1/2" '. ' 11 ' -; PENT OPR. NUT, OPEN - • LEFT, COLOR: YELLOW. •'� i A 2 j I BEND PLUGGED CROSS TEE NOTtS: 1. CONCRETE THRUST BLOCKING T0 BE POURED AGAINST UNDISTURBED EARTH, VALVE BOX 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. [-EXTENSION �" S. If NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ID SIDEWAL BELOW, ADJUSTED IF NECESSARY, TO CONFORM TO THE TEST PROCEOURE (S) AND AG.. .< �: 3" OR LESS fly..,,.:,, ALLOWABLE SOIL BEARING STRESS (. S) STATED THE SPECIAL SPECIFICATIONS. 5 -0 4. SEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. i 5. BUILDING PAPER DR VISOUINE SMALL BE PLACED BETWEEN CONCRETE AND FITTINGS. V\ 0„ L, G. ALL POURED IN PLACE CONCRETE SMALL HAVE A (28) DAY STRENGTH OF 3,000 PS.I. c o • w ��' AND 2" TO 4" SLUMP. 6" FLGxMJ Z I/2 MAS( i 7. t[LOW BEARING AREAS BASED ON TEST PRESSURE Of ISO PS.I. AND AN ALLOWABLE SOIL GATE VALVE �� STREET �_ `? �~' SEARING STRESS Of 2,000 POUNDS PIER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR MJ HYDRANT OUTLET ,� J ; sn DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE THE FOLLOWING EQUATION: CLCLW J a o BEARING AREA (TEST PRESSURE /ISO) X (2,000!SOIL BEARING STRESS ) X (TABLE VALUE). < Q -- 'GRADE Tu MATCH - 3;:'- 0" CRUSHED ROCK LEVELING BEARING AREAS IN SQUARE FEET. > - 0•'. . SIDE'W'ALK SLOPE n 0'-4" OuRSE AS SOIL CONDITIONS REQuiRE \ 1 MAIN W/MJxFLG fir, ---- COVER ROCK TEE (SEE PLAN). FITTING TEE, WYE, 900BENO TEE PLUGGED 450 22 1/20 11 1/40 aU o:n': � W/TAR PAPER '- 4 •.a 6" MJxMJ L- ; G SPOOL THRUST BLOCK SIZE PLUG OR PLUGGED ON RUN BEND RENO BEND 8 SG. FT. MIN. SIDEWALK SLOPE G 0208 t)EfOAE 9ACKitLCAP CR0S5 Al A2 IIN.) BEARING. CITY OF TIGARI 4 1.0 1 .4 1.9 1.4 1.0 RAM? SLOPE 0 J 91 7 SCALE NO _ - - -- CONCRETE PIER / IS 2.0 3.0 4.3 3.0 1.6 1 .0 - // ::`r,:RE' � BticAK N!• STRENGTH OATL 5i 16/74 SINND�r�D � AFiv � � � + _ I I/2'-3/4 , `-BLOCK (3 SO. FT. \ / - `- 9 3.6 5.3 7.6 S.do 2.9 1. 5 1.0 DRAIN ROCK 2 gp• BASE). E 3000 PS,I AFTER 2t3DAYS IO 5.9 9.4 11.8 S.4 4.. 2.4 1.2 BICYCLE and WHEELCHAIR RAMI' 12 9.5 I: o 17.o I:.o . . 7.4 1.7 14 II.S 1..3 27.0 16.3 0.9 4.6 2.3 REV A N 7 '• 1• IB.O 11.3 30 0 11.S II.6 •.0 3.0 STANDARD FIRE HYDRANT 5/26% '6 74 _ A _ 235 - 8/30/ i9 In- I B 19.0 27.0 39.0 27.0 14.6 7.6 !.S s^ 23.5 33.3 47.0 33.3 18.1 9.4 4.7 24 74.0 4 6.0 69.0 AIB.O 26.2 13.6 6.0 THRUST BLOCKING DETAILS PREP El l FOR CORF'"" ORATION 1 "" HFVIS"'NS "nTt F1110JECT WIWG TITLE DFSIGNEIDSUITE 1103 155I S. V . PARK AVENUE T IGARD PARK STREET AND WATERIr '590 i1.1WN � N� PORTLAND, OREGON 97201 - - -- _ LINE DETAILS ��NTS I+ItnwlNr, Ion ONE: (503) 222- 7489 -- __ INC. DIl'k.l II I8031848 4061 PLANNINC3 6 CIVIL ENCIINFrHINCa OF tlntF '04 NF '"' " " SURVEYING niI i vAnn ,.n . r•� �. -' A PRt)VAIS I I i i r11 itIit411Ill IIl,V III(IIIIIIIIIIq II'lli(IIIIIIifIII111It1111 I1I1 11 tIl{I�IIIIII�l111I11 VIII{�IIII1t) IIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIl�TIII�IIIIIIIIIIIIIIIII�'i�llltl `OTE: IF THIS MICROFILMED ' r- I _ 2 3 4 5 6 7 �- 8 9 10 II 12 DRAWING IS LESS CLEAR (HAN THIS NOTICE; -IT IS DUE TO THE QUALITY OF TIS ORIGINAL ')RAWING. -- - - - - ----- of 6z 92 42 9? Sz `.E Ez zz IZ Oz 61 91 LI 91 fit bl e 1 21 11 OI 6 O L 9 S t► E z I I� 1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111 1111111111(IIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIII11111fill Ill,IIIIIIIIII11111111114III111III III IIll 11UIIhtirIII111uu1u1�ImlunllntltnUl3f ttlnullnllmlllulluullwl!11111I1�u1111�u11llllu.ullluliul�wltln JULY 7 1992 ONE NII S IIIA* ,--RECESSED AREA - SEE DWG. -_ r S NO. 0-104 FOR DETAILS 1 NOTES TWO 3 SEVEN NO. 3 BARS AT 6'gC. ( I. 3/4" PREFORMED JOINT FILLER MATERIAL TO BE USED AS SPECIFIED BY I } I,W. I ENGINEER ONLY IN CONC PAVEMENT OR CUTTER, AND TO EXTEND THROUGH THICKNESS OF CONCRETE. I.W. I I/B" TYP. -}- 2. CONST CATCH BASIN PER DETAIL, BUT WITH DIME NSM O W' TO ACCOMMODATE LARGESTA r -- -� _ � PIPE DIA lMECIFIEQ _ - - _ A 3. NONCE COY ;HALL ATTAIN A MINI IUM COMPRESSIVE STRENGTH Oi 3000 PSA A A I I 4 W APPROVED BY ENGINE A WALL$ MAY BE PrAIRED AGAINST 6901STURKD EARTH EXCEPT FOR TIRE TOP 0 WHICH SHALL OE FORMLD, J 0. BACKFILL SHALL BE COMPACTED TO 95% DENSITY THROUGHOUT ILLEA MATERIAL - SEE •. OVERSIZE CATCH BASINS I STEPS ARE REQUIRED FOR DEPTH GREATER THAN I �4 GTO C. TYR NOTE 1, DWG, Na D-101 4 FEET. INSTALL t F'> M" TOP TO WITHIN I FT. OF BOTTOM. Z 1111118,411111 NOTE 1111118,411111 TO BE USED WITH RECESSED _$0• EDGE FLAT sAR : y= X 1/4 CURS INLET ONLY. SEE DWG. NO. D-174. so EDGE FLN ttrM Turn FOR FRAME pETA:L SEE Owe NO 0-02. ~ FM GRATE DETAIL KE DWG. NO. D-103 6'TYPICAL OR AS $EE DWI. N0. D-171 SPECIFIED BY ENGINEER -- FOR SECTION B-• B r SLOPE OF PAVEMENT SEE DRAWING Nn CS-304 TMP 3 X Z 1/p"" X&'L ' 3 PLkN RIOT'T �- UR! O I I1 ' d SUBS TTOM SEF�_ FOR CURB PLACEMENT SEE DING P� 4/2 _ /TOP LSF PAVEMENT -4 _ O NG CS-304 • DWG. NO. D- 104 00TH V403 `dX W ( �r 6"MIN - ( L� - 30 EDGE FLAT BALI (N EA.) SECTION A-7�1 X X '� THIS PIPE DIAMETER DETERMINES �— THIS TABLE BELOW. I�� WEEP HOLE 1 1O WMAX, SEE DRAWING NO. D-100 FOR PLA N I/4r 40 PLAN • SECTION A-A . �. TYR Id MIN. I.D. VARIABLE \ — (SEE T Y P E W DIA PIPE a/B"X 3" BOLT_ PROJECT " T Y P E �1 W. I.W. .l PLANS) 16. w 6• ( OVERSIZE 2'-33/6" Is"-27` SECTION A-A 1 1 I r OVERSIZE I - 1 ,� I - 0 NOTES SECTION B-E I FOR GRATE TYPE SEE DWG W. D-IC3 6 I. NO SUMP ALLOWED. ft REQUIRES TWO GRATES. SEE TYPE DIA. PIPE W. 1,W. I REQUIRES 2 GRATES.DRAWING NO D-102, » 2. BATTER OF 1/14" TO I" TO * r __ 40 "STANDARD` AND `OVERSIZE" ARE WASHINGTON 1 I •" FACILITATE FORM REMOVAL STANDARD • OVERSIZE ARE I OVERSIZE f3" " 2'- 1 3/4" 2'- 3 3Ie" COUNTY DESIGNATIONS. L'-�---2'4 /2' b WILL BE ALLOWED WASHINGTON 00 DESIGNATIONS. -27 3 ATOP S BGRADE,OF WEEP HOLE REQUIRES TWO GRATES SECTION A A = STANDARD B OVERSIZE ARE WASH. CO DESIGNATIONS WASHINGTON COUNTY WASHINGTON COUNTY WASHINGTON COUNTY WASHINGTON COUNTY DEPARTMENT OF LAND USE C AT C H BASIN AowLt °Na o_roI I DEPARTMENT OF LAND USE CATCH BASIN ALSO SEE Eo-100 DEPARTMENT OF LAND USE F R A M E I DEPARTMENT OF LAND USE G R A 'j E AND TRANSPORTATION s DWG. NC AND TRANSPORTATION • DWG. W. D-104 AND TRANSPORTATION AND TRANSPORTATION D-104 _ DATE CIVIL E INE R �-- DRAWN APWA NO. WASK COUNTY NQ LIL2 AT'S CIVIL EN13wlllEM CPAWN A►WA NO. WALK COUNTY NQ OATS YIL t !A DIIAWN APWA NO. WARM. COU11M NQ OAT'1 CIVIL ENGMI,EEII` 011AIAlN APWA NO. WA2;k COUIITY NQ � �';' I�A ( M 0 D. ) D- 100 _ ,__ �1"�S 1. rl5� es I-8 ( MO D. ) D — I ® I i / Amt b I-C ( MOD.) D- 102 �.1!21r ,L��...._ ut, r► i-D (M00) D— 103 L3 - MAX. NOTE: MIAX. THIS TYPE OF MANHOLEDl L � BE USED QALY FOR PIP[ SIZE LOCATE MANHOLE COVE OF 24" 04 L994. MAIM SUIIFACt Of I ( • FRAME UPSTREAM Of I GROUT FII.LET SNOOTH NOTCH LID FOR S,. .'•:. 1 Fp111 GROOVED LINNET( T ".: : •• NOTE : MAIN $EWER LINE FLOW L�TINB NOOK �: • ' ' I �� DIRECTION OF FLOW. HOLES PRECAST OR BORO POA STEP1i A$ !MOWN. I Q s 0 v ;} $HALL BE HORIZONTALLY BRf10Es 12" - + �— - - CENTER TO CENTER• MANHOLE STEPS STEPS I [ � � _ MUST DE TIGHT AND FIRMLY godsIDDLI I � NOTE: INLETS/ouYL[TB ASCOVER • FRAME TO f•: i2 M" F011 PIPE 14" OR LESS REQUIRED. K MACHINED TO A TRUE aTAA1MG All AROUND .. 00" FOR PIPE 27" OA LARGER -' i MAIN 81W It 2-IR" N LIN[ ( r I/ FTANOARO MANHOLE —� y. t finsFRAME AND cat," 10, 24 3 S" 4a/G` GTT IRON C01rtR OAA N GROUT _JL 2-3/S"� t MANHOLE MATCH FINISHED ORAO>: � STREET •AAD[ _ STEPS AS • FRAAt>F • T FRAME (See St•ndwd NA" ) \� — — — — — — — RISER RINGS VARIABLE T 4-1/2 t SET FRAME _ _ *'3901 0111048 VANASLE MON T( (MA%(MUM I'0") F� 22w J d REQUIRED. F 1 Dt✓• IM MOA TAA IMoatwm■ I' 0" 1 M•/B" CUTAWAY VIEW r1►E ►RErolIMtD PLASTIC OABKE t • " 4 ECCENTRIC MANHOLE TOP. L • • • • � a -PREFORMED PLASTIC GASOFT 0.0. PRECAST I a � 'REFORMED ►LAITrC GASKET �• " • STANDARD tAIiGIRt1'E 4G WNH oI[ RISENSLA. __ 1 ,• PLAN -- I >. 44" F011 PIPE 24" A 1�I . �" BAs[ REINFORCING SASE HEIGHT OA LESS •" E' COM/MCTEO CLEAN io ---- 6TANDAAD 4S T rl PRECAST I" W` FOR PIPE 27" —�Ir----- .;4: Ws�•L-cfreAo[o S/4"-o � MANHOLE RISERG. 1 r i VARIABLE. 12" I 1 p CMI LAA•BA _ I t'. .� CRUGHED ROCU I /FT. SLAPE L4 STEEL • t. . 0-0 a >t MAX, I _ Ar'J BANS Q 12" yyL 4 •. G !-I/!" CENTER! EACH r CONSTRUCT CHANNEL MESH OR APPROVED_ '. �• ;,''UMOf'ITwIBED EAATN 3-4_• 3-6 9-G WIRE FRONT-� '_ A. . �� - _ - L •. ~ SIDE EQUAL , s SHELF 161 FIELD. a -- 31" MATERIAL : 3/4' GALVANIZED STEEL OR • • 12"LAYER COMPACTEC STAINLESS STEEL SAFETY TYPE , • IIIGRAVEL (L4'-01 A S T M A-207 I OR APPROVED E QUAL SET IN FRESH '01018199DROP: o v " c o _ C010CRILTE • G'0• MIN. • MAXIMUM 2'0" '. '� . L �:. C3, • _-�•, ■i PRECAST CONCRETE MANHOLE BASE VERTICAL OISTANC9, �• 12" LAYER IIMPOAT[0 �° STANDAR D WA N HO L E INVERT To INVERT Mllr -- 11101146 MATERIAL(7✓•-0I STANDARD MANHOLE _ V � STANDARD MANHOLEFLAT TOP MANHOLE '� �--- , STEP .�-- l� FRAME, a COVER V � un+rlNw 8.... MI• �r IIMINGd Mwao"Agemy Unified N.a+M•AS•nc, r H- 300 i 4- .3c -2 1 - 303 PRFPA9ED FOR: OR -- AK CORPORATION PROJECT URWG iitLF ()1 ;I(;NE 0 10R NI, No RE VISIONS OA[E SUITE 1103 1551 S.W . 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