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10775 SW NORTH DAKOTA STREET l ' vA O�/� mss'•a'�J/�.7' �YJ!/L 0,00 ALLC4 8 CONSTRUCTION NOTE S W z M T//E cirY 6r D.E�'�`G�lE.Q.S E 4 v. W On o u Scale : 1" 50GENERAL: a Z rOQ 1 . All street, water , sanitary sewer and storm drainaye W improvements to be constructed in accordance with the Tigard Oregon Standards of the City of Tigard, the Tigard Water District 0° H . and the Unified Sewerage Agency. Improvements will be "M !j inspected during construction for the purpose of ,,y,✓r';;• acc,PtoncE. :II � J r, 1 � J� - - i 2 . Contractor to obtain applicable construction permits and - ' ,•'%�- f A E '� y rl• notify appropriate agencies prior to construction of all �- n J i.�� improvements. �� ` `�iI.S�... . , ,N. 3 , Extreme care shall be taken to preserve existing , I /' improvements, vegetation and survey monuments. � � • s. e "', /C X i STREET CONSTRUCTION . rctiF rr rl , r��- ZQQ I !/ 1 . All roadway excavation, fill construction, subgrade +': � ..r prepartion, aggregate base, surfacing, prime coats and - � � paving will, be done in accordance with the Oregon 'i-964APWA 19110 ��J Standard Specifications ,,�,, ,.-:�"1 '`==,,-=_=---, • �%�` J/ t 00 2 . Roadway area within street right-of-ways to be cleared of VICINITY MAP all surface vegetation including trees, stumps, brush Scale: 1' =1E00'/ roots, weeds, grasses and debris and stumps, roots, buried vegetative matteruand dremove all debria / depth of 6-inches below grade. Waste materials to be I I D � / o disposed of on site as directed by Engineer. 3 . Roadway to by rougn graded to match existing topography / 1 2 / / I prior to installation of underground utilities. 1_.. _._ ` ,� „_ _ •_ 3 , % 4 . Fine grade and compact roadways prior to placement of LEGEND: .... ` rock. Proof roll streets to 95% of maximum density as pei O 3i the AASHO T-99 test method, scarify and sprinkle with S a` lw 4 5 6 _ �� water on subgrade if necessary to achieve above - - � Existing Sanitary Sewer ----- Proposed Sanitary Sewer - -- - - - - - -,r�- - -- ` .4 � .� �_ �� 1 compaction. p Y a -- ..... - - - - - .� - _ � .._ W w-- Existing Water line / / - + - - - ----- ---- - -__ _-T ( 5 . Second lift of asphalt shall be placed as directed by the cc) 12 _ Cit of Tigard. Sweep, flush and clean - -O Proposed Water Meter- -- - -.-- - h Y 9 P pavement before + \ „��_ W 1 applying tack coat and second lift of asphalt. ° - Existing Storm Drain L _7177- _ - - - _ - _ _f -••••-••••••--•-•••-••--• Proposed Storm Drain Q I i_^ _rt Proposed Pavement a 0 d 116 9 8 Z - - _ - - . {{ Existing CurbU ! J Proposed Curb O STORM DRAINAGE CONSTRUCTION: Drainage Direction •C ,` 1 . Storm sewers to be C-14, Class 2 concrete pipe with rubber -C .a IN f gaskets. +� + D Sr. 10t CL h +_ Construct - -_- -- -- - - � 5 :1 Taper / i' ;' % BE` LQC � PARTITIONING NOTES:_ �, w A�J��61-�- -, E I I�nstal� ��ihc �o}i w/ s��e�rors � ----�----- r`T 1 . This "Redevelopment Plan" was prepared to :.,how the future RS ------r-- SANITARY SEWER CONSTRU., , ION. Install 218 L. F. Enke-efie ✓ 1� - development of 'rax Lot 1901 as required by the City of C J 12 " CCC, S 2. 90 - - I�100 04 48 W - 496..56 i , Sewer i e and fittin s to be PVC Tigard Minor Land Partitioning Approval dated 27 October -C � 0) . o p p y gravity sewer pipe a R!'. %IIVA7 A- ;' conformin to ASTM D-3034 , SDR 35 with rubber ring. type co 1 86. -d 0 1-r�, oo laz' toy' �.z�,' tp � 'y 3 YP - �� Instal1A-Ur-iveway cc - T - �� ' • p joints. Joints to conform to ASTM D-3212 . 2. Future private street to be owned in common by the owners Approach for Tax TA LOT / - w �� J Lot 1900 _._ _I N I+ous� .V� �.., v of the future six lots who are to share equally in its � � 1900 h t .R ` � ��0 D1 4i maintenance. / Existing Sewer Later I Q p C±n 12 c,� _ -- - L.! -� C®FAY vv' X� O �' ----- I r ' '� - I-10.00' - r I I - i� axn ral.�r�s•u�a� - - �,pr• - 3�cx� TA �r L � 1901 1r_\\ � ' CJ Cort t c u c t Half :M�' - VIRE - - - - W F 108th F- r CS14 �'�►6 � 5_ col C Street Im rovement = - & 's' '' A x -- --- W'f p` I IAT E STREET FSE E T Z I-, -- -_--- - - - W o °+° 11'\ r r. _ C Dedicate 1.1 fAvenue N M 6) r Additional LOT L 1� - - -- __ > I - - - - - - - , .. - J + s It) 0 _j APPRn r C;NSTRUC ION Existing 6 c N- - -- c p 3 -T.L. 4 o m 4 tv z.o Q + +� r- R/W To City ,� o,' 1 _ --- _ - - Oc LIED E r __ L1T� u'IR71 Culvert � � � I o. � a �' Zri- - - - of Tigard 190 _ r<.1,.5 �- 10 y _ r (Remove) z zc , �, 00 (Remove) I _� 3 3 -- 0) / Access to Tax _, 0 - I c N C + v U -- -- - ap /- Extend Existing Sew ` Lot 1901 Across � � ! -0 z w Ic v ro � � ZtD uN z� Lateral to Property Line r 1 .0 ' Reserve Strip cr + w W > 3 '> °C + 88 ri z + `Dl DF' r:�� •DAT ' :3 0 r 210 W -.7 U h, - / C4 ro C4, Ill �N - Ic5' l 2.c� PROFILE 61tA E = TOC ,J, = z n r I I /r e W ?I �+ C) V - f,)I h I Ul CDI 1�.9 TIOIy51"x - r -- - -. _L) .T Clean out Ditch N00 04 48 W - 49$.04 / On oO OC 0 C �9 + C4 llI W 3 F- -S_ _ 7 Z Z) Z� + _ C9 m �l�al�tsi --- -- r _W l� + C"ENGINE ER. v As Required 3�i RIM= LU U. ,f�, N to v Construct \ t'057h =- ZOQ �S ( WW m + c�5.53- Toc = PROFILE r ¢ c[ O ` - P '"?F / --- - / P.G.& co - - - 5 :1 Taper r ? _ J�l� � ZctiS r I GRAbE � U W + m U y ._DA�f ZCOZ.7 7- � . m C 7 7 - (;I"-- TEL l O.: Y___..._ --UA!{_ �- (C (� N M -- z`^3 7 o z� zoz �4 W W a - _ o -� - -- - - -t- - _ 200 ! _�33 Zozo1 zo► 07_41 :0�, - W Uj �' N. wl CAB I --•_�� .- I � -E3�1� ECO- (34 _ Cn Z01.01 N ` - •/ KIM` a" c a nlc. V'1 N A.l GAS CO.: f3� J d ✓� cv �g90r 1'�✓.83 <\REMOVE I I E. 8" DOT 1 ....... I E9� 500.0 ;` ,a 19644 17�'� ZC9�6L��T DIST f'r� .� �. I a-)G 0) I LE l til -" `t i 95 195.Z C m - - 15 43 I I"II! CYdT'P/ a 0 17-CONC f ) I.E ` _. AT 1 ;a�, 192 27 193.1 r v.C. N �-- rREMOVE� ! E ` I'`� dY A.vre' Z :S CL I _ / STA. P.1. = 1 +40 �- ��,T C I93"►B - IF] o,i r 4 j _ / ' 19Q ELEV. P1.=zo4.t9 ` --_._ 191 �Z \ - Z" CON SZ°JQ = '/, DO sign I Isa.a ��.3 esign I { • SCC(- Q�^ ra ven ,_ •+�K - ST-A P.I 3+ 00 1ea41 Z4 �o V.0 Kart EV. F'11.-Z07.-Z3 � 8 ,a� �, , �- r\.` ate bEGEM6EFC ELEV. I TSTA VI C, 00 FAvE.MENT -- .t 16597 - } Sheet � e ` 186.153 l 13�• -7 L I.F- \ V�1 t+e i ` Street Profile f r m "Street and Storm Drainage Improvemen so N.c 101 "� 4 - - - - _.-.- - ------ y / - Plans" for CAR AHAN' S ADDITION TO HE CITY OF' TIGARD I s'rA. P 15+00 �C Ia35E of 2 _ 180 _ �L¢V-= 196.41 I REVISIONS o Descrlptlon / Date 9 ✓✓✓ - -r-->� - - - - -.- 7- - - - -- - - - --- - -- - -- - - - - - - - - � i S. W. NORTH DAKOTA STREET N Scale. Horiz: 1' 50' Vert: 1' Avenue - / I t1 ( I I 1 , 100 i -- -- . �1 2 O(� 3 00 4 00 5 _00 6 00 74-00 , MINTED ro' -.« ...._... .y..:::r+.• - �'r-sr ems-.. .».. .,_.,z -sr.r.w. - ,R'm ..�r..r wFr- ww ..•..»_.+...-_.........., ya#n+ FrrF 79r, +... _ •^ •. r rL .r .._.�_ .,.ti. _"_,,, ...+%J-'ttt_�: %._:c?i'r'I! ' ..zar;rn_......-r - ; .SHF"' --- - - - _ ...'.w...,er..vr.....,.yR.w....•+twM4a .F.NM+'.` r � , � ,. .,�,.,III�IIIt�'Itlii'flir'IIII'I�IIIIlllllll`111111'lilfllllt)�`11.�LIIj�_I;I`IIII�IIII111�111I!) III'VIII!IIIIi�Illll!Itllllllll)III�II+I!I!�IIIIIII�',IIIIII�IIII�tIIIIIIIIIII!IIIIII�II►I111�II! I � ! � ..�- i ... .- 2 . 3 4I 5 6 7' 9 9 10 I I 12 NOTE: I F THIS MICROFILMED ----- ----------- -- 1... DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO I THF QUALITY OF THE ORIGINAL DRAWING. OE 62 82 LZ 92 SZ fZ EZ 2 12 (lZ OZ 61 6l1 LI 91 SI li►I EI ZI II 01 6 O L 9 S1--J b IE Z 1SWAM ��NIInI�III11!n!I!!nlurllllnlnullui�ullt1111lunhlllluulrrll6�Nlrlrrtiauluilllnlh1111t1tl�lnt{In11nr11111111I11IlUlilullHlllojt111111114!1IIl1111IIIII�IIUIIIII�IIIIIIIIlI1111I1111�1U1I1.111;�1111II1111u11111111nI1II11111wIHlHlluluuliul111ll�llul�nu`IulllWll111 MARCH 30 19 92 M 'i. a -- r` In 0 1 ILIn '^ W J Q w ' 30 - EXISTING 1 PROPERTYLINE 3/4"r m EDGE TRANSVERSE EXPANSION JOINTS a z N p \\ I TO BE PROVIDED AT EACH POINT OF Q i a .' a� TANGENCY OF THE CURB 8 AT OTHER Z _ O B'-O" 22 ------ _ ,n a. LOCATIONS AS REQUIRED TO LIMIT THE OA O P W R w CONCRETE SIDEWALK �•� . i " p ' �' SPACING TO A MAXIMUM Of' 20 FT z 2- -o - --- _4 . -D 2 MATERIAL TO BE PRE- MOLDED NON - 0'-8" EXTRUDED MATERIAL WITH A MINIMUM FACEOF CURB .•�,. • 1 � • c D -D THICKNESS OF 1/2 " BLEND A/C TO MATCH ' • •_ O 4 EXIST. PVMT. a C/L .4 GI _ d T•cxr+otuRc S- 2.65% c . 4 ' . TRANSVERSE CONTRACTION JOINT O 4 o A • EXIST PVMT ` �` / _ - ------- 444 Q .Q :4 1 SPACING TO BE NOT MORE THAN 10 FT _ 8 - .-1 4 0 ¢ _- 6 __-__-_ 5' - _.-_-_-- --2'-6 -_ p •n . 4 2 DEPTH OF THE JOINT SHALL BE AT g" O z-- __>e CLASS " B/C"AC a4 Q p , c LEAST ONE FOURTH OF THE CROSS 4 2" c4odo P ° a a 4 SECTIONAL AREA W — 3" 3/a"—0" CRUSHED ROCK / — ti `I 12 " 2"-0" CRI SH ED ROCK I CON-CRETE BREAKING STRENGTH • '' ..� - .r---- SLOPE = 0.02083 X � - --- - — 4 . o � o a � ° � ° ' �• •� �/ � � \ �j 2 -••--�— - — TOP OF CURB ELEVATION — \/ 9" I TO BE 3000 P S I AFTER 28 DAYS . STANDARD CURB AND SIDEWALK REQ. a SCALE : I"• 2' 3/4' 0" CRUSHED ROCK LEVELING 000R3E AS SOIL CONDITIONS REQJIRE . COLLECTOR HALF STREET IMPROVEMENT STANDARD CURB r NOTE ; BEGIN SLOPE AT CURB ; `C RISE 1/4" PER FOOT TOWARD t fr �`C� Al ' ticZ �` . NIC lt'1t..4 ''L.Ah.:•,tr. <R.E2:"i �R �'A�F. PROPERTY LINE . EXPANSION JOINT MAX. SPACING - 40 FT. ( OR AT ALL CHANGES IN SECTION). C O CONC. BREAKING STRENGTH TO BE 3000 P.S. 1 AFTER 28 DAYS, J t� O CO � 00 STANDARD CONCRETE SIDEWALK � c •` c 0 c 0 cam/) 4- cc m E.+.SEME NT AR'AS TRAVELEO RIGHTS OF WAY - _ .__ ._.____ X _ ---- ---- � 12 n - - -- m Cu Q TRENCH WIQTrI EXP � I/211PRE- ULDED EXPANSION .1 I J01 NT-� JOINT FI LER -s - --- ---- r,'-0, -- - - ►-;-r -- - -- 6'_ 0 - MAXIMUM `PERMISSIBLE I I o-2'' o 16- •� 611 ABOVE TOF OF PIPE YATER[ALS� '� 2= t FILE NO. NORTH DAKOTA - 10775 STR. OPN. PERMIT C11YQF TIOARD EXPENDITURE RF.IHBURSEMENT REQUEST I 6 This form is a multi-use form. Where appropriate receipts must be attached. Documentation is important for all purposes. Staple documentation to form. VENDOR NO: DATE: PAYABLE T0: Requested by: Q h,i, " ;fir . T�2�2)_A ,(211, 9-727'!, _ cccccaccava!lsae!!alaraccacrccvcccaarsamavccc� _c¢vvr__cc=vvc¢acrvvrscr_=cccccr_ccccc r_ MISCELLANEOUS (parking, books, subscriptions, dues, memberships, etc. ) : Date Description Account No. Amount l U - Z-Z�; Z ._cca.r.c sav!laaavacaavccv ra accaaccccaccccavcaavccarscvra aaaavlvvacacccc_�a cc r_crccac GENERAL MEAL EXPENSE: -Date Description Amount Account Number to be charged: Total !!Rala!laalaaalaaaaaaG!¢6¢¢a^_SQaa¢¢Lno....CCO=IaC!!!a!!!!!!!a!!!lvala.C¢aaa¢6!... MILEAGE: Date Description: (Include end/start readings and total miles) Amount Account Number: Total miles x$.21 t _ laavaaaaasaalrlaalaaaaaaaavw¢vaaalaaaaaaaa..aalaaa avval a!!ala..a alasaaalaawalaww APPROPRIATION BALANCE: AS OF: Signature APPROVALS (if $25.00 or under may be reimbursed through petty cash) : (sin to tsnn nnlc_,..;.... Mensewr Poirrh Ansont CIIYQFWARD No. 19353 19125 S.W.HALL BLVD. P.O.BOX 23397 Date TIGARD,OR 97223 ` Name ��— _ •• Address / 1 Lot Block/Map Subdivlslon/Address Permit N's Bldg. Plumb Cash Check — Sewer Other Other Rec. By H . No. ! Descrlptl n Amount Building Permit Fees.600 Plumbing Permit Fees .601 MechanicalPermit Fees501 StateBldg. Tax Plans Check Fee Sewer Connection_ Sewer Inspection_ Street S 1. ev. C-610 Parks I Sysl. Dev. Charge -020 Parks II Syst. Dev. Chafe 31450 Storm Drainage Syst. Dev. Charge 10-430 Business Tax —� 10.434 Alarm Permit 10.227 Ball _ 10.455- Fines -Trafflc/Misd/Parking 10.2:0- CPTA TraffIc1Mlsd/Vic. Asst. 104Indigent Defense-56: _ -- 122.401 Sewer Service/USA ---- 122-402_ Sewer Service/City 30% - 1 erv ce/City Maint. nmatc — s_-�---- — - 1.1 form Ira�ilage --_._—__- 40-4711 nc — 01 TOTAL � CUSTOMER /V Gl>E Pi�'Ev�ovs L 5►' z Ea4��E-D C 50 Z_ �0 VAI 3 - 3 -67 APPLICATION - STREET IMPRC -MENT/EXCAVATION oPY TO: ORDINANCE NO. 7414 (WHITEWFILE (YELLO )•INSP. LL,,� (INSTRUCTIONS ON SEPARATE SHEET) (PINK)-OTHERAGENCY—p (BLUE)-APPLICANT APPROVED , APPLICATION NO.: 274 NOT APPROVED [; CI I Y OF fIGARD,OREGON FEE AMT.: S 475. 12 PENDING FEE. PMT. [: CITY HALL REcru —L9.3)S3 _ ,u PENDING SECURITY [ PUBLIC WORKSDEPARTMENr BYM DATEJGH L—L07 PENDING AGENCY "OK" El Application and Progress Record �_— �� .• MAINTENANCE BOND x PENDING INFORMATION Ci FOR STREET IMPROVEMENT/EXCAVATION AS REQU 14F Y -- ANNUAL PENDING VLRIANCE ❑ EXPIRATION TE: one V r PERMIT NO 245-86 DATE ISSUED: ,Jas L�2T_1987 , BY: _ (1) APPLICATION IS HEREBY MADE TO EXt AVATE FOR AND INSTALL _ Ci.ty S andard Hal. _ treet— T*nrrovements AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY P.EQUIREMENTS. APPLICANT A0oIt. a)aBLIE S/ �o �3�scv do �ro�7 ___ ---- 7�c�2� d/L (,39557 NAME - ._ ADORS - - ClTV PHONE CONT RAC- TO -.. ADORE —CITY ,-- HONE PLANS BY j,eonard_A_. P.ydell, P.E. , P.L.S. 601 Pinehurst Dr. Newberg, OR 97132 538-5700 MATH! ADDRESS CITY ESTIMATED IMPROVEMENT IMPROVEMENT TOTAL VALUATION ( COST). E 11,878.00 DOLLARS 1 .z. - _..� (2) EXCAVATION DATA FOR oFFIC ("MON. _ 0.04 Xt1f,w00 =s 475.112 STREET _ --DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM A QUANTITY STR llor{r)-1. Dal-o+,-F, reef rpr of -cllpO elan) I Irt . �It Qu ESTIMATED STREET OPENING DATE _.--t�f`t_1. $ ESTIMATED STREET CLOSING DATE __ Lf/JidLLyWY� 1 g (3) SECURITY NO. . . __ SECURITYAM7: s ..11.878.00 . STREET —` CLOSE SURETY CO __ FINAL CERTIFIED CHECK '� _CASH SONO C INSPEC. (4) PLOT PLAN. INDICATE SITE PERTINENT PHYSICAL. SPECIAL PROVISIONS/CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT. 1) NcyjmR shall be poY;idaed to be n3 plebe Lntil aooq-b--d by the City riting 11 I Siitt work area I I in'' ' 1 1 10715 S.W. North Dakota St9 1 1 _ 2) Traffic arntml shall be provided S.W. North Dakota Street _ for b; tip ctkv-lger & his arntracbor. - I I I I (5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND 'TO SAVE HARMLESS TEE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. APPLICANTS SIGNATURE, / DATE / �? ' I ��li✓Gr y /scrv�ce. , -T f GVT CITYOF TIGARD January 7, 1988 OREGON Mr. Hank Doblie 10775 S.W. North Dakota Tigard, OR 97223-4201 Re: Half Street Improvements Dear Mr. Doblie: In response to your request, an inspection was conducted of the proposed public improvements for the purpose of determining readiness thereof for City final acceptance action. The following listing, as a result of said inspection, suimmarizes items which remain to be completed and/or corrected prior to such action: I. Clean street (� _,L/ 2. Cut out and patch pothole in front of 10775 S.W. North /�0►'" Dakota . j , 3. Clean storm drain pipe outfall an(] stabilize rock shoulder ' d to prevent erosion at east end of half-street improvements. 4. Provide one mylar As-Built plan to the City. r'Lc- �_ U Therefore, after your action to resolve the aformentioned and after our confirmation (inspection) thereof, we will be able to submit certific- ation of project readiness for final acceptance. Such certification will initiate formal action to accept the work and will, subsequently, permit release of the project bond. If you have any questions, please call me at 639-4171. Sincerely, Michael Mills Construction Inspector MM/mj 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 -- ---- — TCI I 4 - 5 C. /16A(zr' f�'Y�iUr� JOYlN �-{rI�MA�v Ret: r.eI i t j:)7 /Ju I `1 3 b'3 6 A G Z herrSy r- ,qurST My -IC"ly RGrLdo uN nny ��EaFolz�nANL�. t3oivv fog hA�C s z Q E E7' r An p 20 u E rvt N't cU nr INC,+ N ..bAv-c,IA %�REGT -ADD/Isses lc--7-75 I os�t5 . CUu p �Uc� 3 Su R t(E C/c Arrev- I ti:.sp.c-t_t a V . 71n"i Ya v t1An��c �CBLI C 1077 5 S. W- N, 04KOTA T� c Fl�� Oen, 47�Z3-Yxoj 30,3 l G3fi s 97 OFMOF EXPENDITURE REIMBURSEMENT REQUEST This form is a multi-use form. Where appropriate receipts must be attached. Documentation is important for all purposes. Staple documentation to form. VENDOR N0: DATE: 3 — PAYABLE —PAYABLE TO: mr, C) Requested by: 1077 S S -- 'S t a-LyA Or. °1-1 ZZ—A ......www.............w.w......w...w......r..............r..................... MISCELLANEOUS (parking, books, subscriptions, duce, memberships, etc. ) : Date Descri tion _ Account No. Amount he�NV�p (OV +� C' 5�e� �--.----- a 46 VIA a�►� .....ww.......w..w............. ............. ...................aa: GENERAL MEAL F.XPENrE: Date I D(!scription_ _ Amou,,I C larged: Total ` ............w...w.....................w...ww.... w Q�e Ci` l`wt J �.751 C� � �oe. „�se.ca ,9-It 't , y y��=+lam '/start readings and total miles) Amount _- vA-2. \N+ Account Number- 4u Total miles x }. LO _ �..r....ww ..................................................w-.......www...w... APPROPRIATION BALANCE. AS OF: - SignaturP� IkPPROVALS (if 625.00 or under may be reimbursed through petty cash) : (up to 1500-00)Section Marager Purch. Agent (1500.01-15,000.00)Dept , Head/Purch . Agent i C"/►' MEMORANDUM CITY OF TIGARD, OREGON DATE: January 15, 1987 TO: Brad Roast, Building, Building Official FROM: Randy Clarno, Development Services Manager RE: Dorr/Doblie Street Systems Development Charge Credit On January 12, 1987 the City Council approved a $2646 . 00 Street Systems Development Charge credit for property located on S.W. North Dakota Street (see attached map) . Full credits are to be given to all permits on an as issued basis until the maximum $2646 . 00 amount is reached. Basad on current zoning, 9 single family permits could be pulled, however future land division actions will be required. T. C/mj PLEASE TARE THIS TO THE CASHIER FOR A RECEIPT 11 NAME: Ha '"kIe. }} DATE: 3z," , 1Z 1987 ACCT. I DESCRIPTION AMOUNT 10 212, Refundable Performance Bond Deposit =_ t 8 lL oc� 10-435, Sign Permits HOP TU ! 10-436 Public Sewer Plan Check/Inspection Fee s 10-436 Public Storm Plan Check/Inspection Fee s 10-436 Street Dedication/Public Improvement Fee It 10�436��_ Street Opening Permit _ ! 4-7r �z J 10-437 Subdivision Applications: S MLP _ t 10-438 Zoning Applicati,ins: ZC CPA ZOA PD M i sc SCE CU SLP V = 10-440 Other Planning Fees: SDR Non refundable portion of Appeal Fees ! 10-220 Refundable portion of Appeal Fees 21-442 Street Light Pee !- 1.0-451 Document Sales: Engrg. Planning Bldg. ! 10-451 Street and Traffic Signs ! 10-430 Business Tax S TOTAL ! ( 1045P) i fNo. 19353 CITYQF TI�AR�► -{ 13125 S.W. HALL BLVD. 7 P.O. BOX 23397 Date 1 TIGARD.OR 97223 Name T Address Lot Block/Map SubdlvisionlAddress 'J { Permit N's Bldg. Plumb Cash Check I Sewer Other^.-- Other Rec. By IAcct. No. r Description Amount 10.432 _Buildin Permit Fees _ t 10-431.600 Plumbing Permit Fees 10-431.601 Mechanical Permit Fees 10.230-501 State BIdQ. Tax_ V ,�_—___ — ` j 10.433 Plans Check Fee I 30-443Sewer Connection_ 30.444 Sewer Inspection y — 51 448 Street Syst. Dev. Charge 52-449-610 Parks I Syst. Dev. Charge ` 52.449-620 Parks II Syst. Dev. Charge 31.450 Storm Drainage Syst. Dev. Charge _ 10-430 Business Tax — 10-434 Alarm Permit 10 22i Bail —, 10.455- Fines- Traffic/Mild/Parking 10.230•-- CPTA Traffic/MIsd/Vic. Asst. 10-458 Indigent Defense 30-122.401 Y Sewer Service/USA { 30-122.402§ ewer Service/City 30% — 3U 123 ' Sewer Sevice/City Maint. 0 1 5 Unmatched 31-124 Storm Drainage 40-47 antro tin. Pymt 40-471 BancroT Int. Pymt. -- TOTAL f �� CUSTOMER JUDY DOOLIE `C,F" HANK DO ^{ 4464 10775 SW. NORTHORTH DAKOTA 0 .5978 I +� }� �_ C'V' '�'TIOARD, OR 97223 J .� &6 - c I:09 L90 L480l:80600035960 L ?►I' IL.146t. JUDY DOeUE HANK DORLIE 4463 '0775 SW NORTH DAKOTA 639-8978 1Z2 G1J TIOARD, OR 9722 67 3 J3:1h.uf _J $ '7i txwx pit Z Admh 14 t r (ONO4 vn"n�No o 4t' o:09 L90 L4801:80600035960 L ?II' 1.11461 N.W. CASCO FEDERAL. CREDIT UNION ") "'"` A r. Charter 644 , 221 N W. Second Avenue i Portland,Oregon 97209 N0.��4 _l b .� Telephone: 226-4211, Ext. 1580 VOID AFTER SIX MONTHS PAY :I' V .Iv THOUSAND I-:IGNr 11W) E1) 1►09- _AR5% ANI} Ct 'JT` TO THE I;n, ORDER OF C I fY CIF TIGARrr I N.W. (iAaCO FEDERAL CRION FROM ACCT j nr,��I 1 PAYABLE THRU 4 _ US CENTRAL OREUI7 UNION AUT►+oB+ZEO _ MrtCHrtA,KAf18A>S N' 3 2 30 ? S 56 3N'1: 30 L L896 201:10900 LO ?04N' 024463 CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGI.NT)A Or _January 12, 1987 DATE SUBMITTED: December 30-, 1986 ISSUE/AGENDA TITLE: Street Systems PREVIOUS ACTION: _NONE Pevelopm,_%nt Charge credit request-- John Dorr and Hank Doblie _ PREPARED BY: Engineering Services Mgr. DEPT HEAD OK CITY ADMIN OK REQUESTED BY: Applicant/Developer POLICY ISSUE Tigard Municipal Code 3 ,20.055 "Credit for c,)st incurred in making certain improvements at time of development" . INFORMATION SUMMARY John and Katherine Dorr recently received conditional approval to partition land off SW North Dakota Street - M.L.P. 7-06 (see attached map) . Included was the condition to construct half—street improvements to collector street standards . Another person, Hank Doblie, has now become party to the M.L.P. approval by agreement with John and Katherine Dorr. John and Hank are ,-equesting a $2646.00 Systems development charge credit against building permit foes (see attached engineers estimate) collected on the property both now and in the future. ............ —------- ALTERNATIVES CONSIDERED 1 . Approve the above request for a $2646.00 credit to be apr,iieJ toward-, Street System Development charges collected with building permiLs both now and in the future (Approx . 4.5 permits at the current rate) . When the property is fully developed, nine permits could be realized. FISCAL IMPACT SUGGESTED ACTION the Engineering Division recommends that Council Rpprove the request. of John Dorr and Hank Doblie as outlined in alternative one above. RSC:bq0314W OFA 29, LEONARD A. RYDELL, P.E., P.L.S. Consulting Civil Engineer - land Surveyor 29 December 1986 601 PINEHURST DRIVE, NEWBERG, OREGON 97132 (503) 538-5700 City of Tigard 1312.5 S. W. Hall Blvd. Tigard, Oregon 97223 Attn: Mr. William Monahan, Dir. of Community Dev. Re : John and Katherine Dorr MLP-7-86 Dear Mr. Monahan: Enclosed for your information please find a copy of the "Engineer ' s Estimate for the Improvement of S. W. North Dakota to Collector Standards" prepared at the request of Randy Clarno. It is my understanding that this estimate will be submitted to the Tigard City Council so that the City of Tigard will reduce the permit costs for the parcels in the John Dorr Minor Land Partition No. MLP-7-86. The estimate is based on the plans previously submitted. Tree excavation, rock and asphalt quantities include: 1 . The extra taper required due to the extra width of 5 ' . 2. Extra excavation depth of 5" of additional rock over the 10 ' of improvement width including tapers. 3 . Extra excavation, rock and asphalt for widening from .17 ' to 22 ' including tapers to meet collector standards. Should you have any questions or comments or need any further information regarding the project, please feel free to give me a call. Thank you. SinVely yours, Leonard A. Rydel l , P. E. , P. L. S. LAR/j encl : as stated cc: John and Katherine Dorr FTanUA W' �EVELOPMENTS • RFSIDVNTIAL SUBDIVISIONS WATER, SANITARY SEWER AND STORM DRAINAGE SYSTEMS LAND SURVEYS • SOLAR-CONSERVATION HOMES LEONARD A. RYDELL, P.E., P.L.S. Consulting Civil Engineer - Land Surveyor 601 PINEHURST DRIVE, NEWBERG, OREGON 97132 (503) 538-5700 E N G I N E E R ' S E S T I M A T E for Improvement of S. W. North Dakota to Collector Standards John and Katherine Dorr M.L. P. 7-86 BID ITEM SCHEDULE The unit prices hereinafter written are submitted with the clear understanding that the actual measured quantities may vary some what from the estimate and that payment will be based on the unit price of each item. X" 11-ein O u a n t i Icy X11 t P r i G� T41 1. Street Excavation 81 cu.yd. $. 6.00 49 ,•00 2. Street Rock 76 cu.yd. 3 . 3 " Class "B" Asphalt 25 tons $ 3 0.00 $ 900. 00 4 . 4" Sewer Lateral #(�f- 15 feet $ 1 (::- 0K) $ ZA10_00 5. Bedding/Backfill 12 cu.yd. $ J -00 $_LO 63 •CSC+ Sub Total 41 ♦ Of7ECi0� o - , tiq k D A. " z91�8E PLANNED DEVELOPMENTS • RE51DENTIAL SUBDIVISIONS WATER, SANITARY SEWER AND STORM DRAINAGE SYSTEMS LAND SURVEYS * SOLAR-CONSERVATION HOMES safis - ---- � I r ,- ,N � I 7 G - ALM !; — gr ... ; I • w•r. 1 ! as V -�— � fir. r j L- IT— h_4 • 1 �ti aL M � f•S1 1 _r e91 JUNIOR •a - �-- MIEN _ a•u A _ •CNOOI I i yc 1• T Ia •rr � � r r � Rr � ` IM'M/1 � I i r w o N 1 .. C, IS 1 34A1) Svlb�IiG"r' _ �l16ILT1ES 5.z 69°45'W e2 45 IS 71_� i0 1!• 29 1901 1600 1700 !S 1000 / 900 INITIAL PT. _ Jil 3800 IIA I 964( 96AC ,E W r: 7 1 100 134 3 z �I7, 2e 2 e W 600 ` o • p 1200 - r, �.. n 3 700 I � 9 N 1300 � - 23 .0 4 ° , 84 _- 100 0 - Ill a y� �7V1. " m 1400 l� +- �Vl � N 5 (p t 0 500 1'3 ,� - -- - i 1 1900 1500 23Ac » 1 _ '° 6 _ SII _--_ -----� I_- _ '�`�_�! 1902 1903 I».3� �l 400 ?12-99 /9Ac /9Ac - 1600 12 3600 00 0 37At �D N = 2 Li-r" -23-10 300 13 - 16 .9 (n 302 7•.S 4 `- T--r--LNORTH NO- -- A 67 61 •06� r J 2 K1CH S0 1 325CH 1 2200 2300 2400 2500 26002700 i - 34 Ac 2800 2900 3000 3100 96tr r„u 3'AC //HAC 66/1( /2610 4 J . 6AC 06AC b L � a � NN � A S I 9[Y t = z 200u 23 . Wry N g 6, - c ^ --- ' 1,'•14 ry N 10--- e—65 2 � i100 L1 , 3200 8 Its= 4a 105.sk ;000 a Cr� N 4m f l \ tt R.vJ. P�eit.�-S u.se. a l Fs►s�N 7C -^y .J I- I.� �� j �•.--�E''E'c.� .C'_ f'�':�c•�rCx,�k7E RE or f i l l 1uc c IV _J CL- do L/ ce've, ed ci_ Art r- t4 >�� CITY OF TINA RD OIREGON 25 Years of Service mac+ f 1961-1986 �.s��t/ RE: /rl`.�7'"�� Dear Attached please find= copy(s) of a public improvement plan. Said plan needs to be circulated through the below noted agencies for review acknowledgement and, subsequently, returned to this office. Very truly, John S. Hagman Engineering Technician (JSH: sb45) / PGF Company / / Northwest Natural Gas Co. i' 14655 SW Old Schools Ferry Rd 220 N.W. Second Avenue Beaverton, OR 97005 Portland, OR 97709 SEE: Jim Johnston, 643-5454 SEE: Ron Polui , 226-4211 ` General Telephone Co. W,Tigard Water District !� 12460 SW Main Street 8841 SW Commercial Street Tigard, OR 97223 Tigard, OR 97223 SEE: Donna Donaldson, 620-0373 SEE: Bob Santee, 639-1554 Metzger Water Cistrict / / Tualatin Rural Fire Protection Dist 6501 SW Taylors Ferry Road 8455 SW Elligson Road Portland, OR 97219 P.O. Box 127 SEL: Jesse Lowman, 245-3331 Tualatin, OR 97062 R 3EE : Gene Birchell , 682-2601 13125 SW Hall Blvd.,RO Box 23397,Tigard,Oregon 97223 ,503)639.4171 — r..00�If Fire District No. 1 ,(tel Cable 20665 SW Blanton 14200 SW Brigadoon Court Aloha, OR 97062 Beaverton, OR 97005 SEE: Bert Parker, 649-8577 SEE: K. J. Street, 644-3198 1 Tigard Post Office /_/ State Highway Division 715 NW Hoy`_ 2131 SW Scholls Ferry Road P.O. Box 3047 Beaverton, OR 97005 Portland, OR 97208-97608 SEE: Lee Gunderson, 219--5001 SEE: Mike Krygier, 294--2300 (JSH: sb45) I LEONARD A. RYDELL, P.E., P.L.S. Consulting Civil Engineer - land Surveyor_ ~- 4 December 1986 601 PINEHURST DRIVE, NEWBERG, OREGON 97132 (503) 538-5700 City of Tigard 13125 S. W. Hall Blvd. Tigard, Oregon 97223 Attn: Mr. William Monahan, Dir. of Community Dev. Re : John and Katherine Dorr MLP-7-86 Dear Mr. Monahan: Enclosed for your review and approval please find ten sets of the "Redevelopment and Street and Storm Drainage Improvement Plan" and one copy of the "Engineer ' s Estimate" for the John and Katherine Dorr Minor Land Partition No. MLP-7-86. Please note that this plan is intended to satisfy requirements No. 2 , 3 , 4 and 13 of your approval dated 27 October 1986 . Please forward seven sets of the plans and the Engineer ' s EZstimate to the Engineering Section for their review and __- approval. A redevelopment plan for Tax Lot 1901 is shown on the plan. g This plan will ultimately result in 6 additional lots served by a private street within a 25 ' right-of-way. At the time of future development of Tax Lot 190.1, two turn arounds for fire trucks would be provided, one at the end of 108th Avenue and the other at the end of the street. Until then, access to Tax Lot 1901 would be via 108th Avenue. Should the redevelopment plan be acceptable, please let me know so the partitioning survey and legal descriptions for the three parcels can be prepared. Should you have any recommended changes, queetbons_6-T- n-6Wt 1h further information regarding the project, please feel free to give me a call. Thank you. 4' Since ly yours, M�ld� Leo and A. Ryde 1, . E. , L. S.. �,•: Lj ene wt Mated cc': 4 Md Katherint -Dorr 191boblie D mr Surveying NNED DEVEL T a RESIQ1EVTIAL SUBDIVISIONS R, SANITARY ND STOKM DRAINAGE SYSTEMA ` u1nu SURVEYS CONSERVATION HOMES '' t .I�t`ry7,� f, •� ^ I f 1 '•r1 ti ,' rA� ,�"a �'•-k'�Y t,i-,' CITY OF TIGARD r � NOTICE OF DECISION � � C.� MINOR LAND PARTITION MLP-7-86 VARIANCE V-86 APPLICATION: Request by John and Katherine Dorr to divide a 1 .92 acre parcel into three parcels of 1 .31, 0.38 and 0.23 acres and to allow one lot which exceeds the maximum lot depth r° 2.5 times the lot width (3 .6 times proposed) on property zoned R-4.5 (Residential, 4.5 units/acres) and located at 10825 SW North Dakota Street (WCTM 1S1 34DA, TL 1900, 1901, 1902, 1903) DECISION: Notice is hereby given that the Planning Director for the City of Tigard has APPROVED the above described applications subject to certain conditions . . The findings and conclusions on which the Director based his decision are as noted below. A. FINDING OF FACT 1 . Background Information No previous land use proposals have been reviewed by the City regarding this property. 2. Vicinity Information Properties to the east, north, and west are zoned R-4.5 (Residential, 4.5 units/acre) and land on the south side of North Dakota Street are zoned R--4.5 and R-3 .5 (Residential, 3 ,5 units/acre) . The nearby development consists of single family residents on parcels ranging from 7,500 square feet to one acre. Black Bull subdivision is immediately north and Carnahan Addition lies to the northwest. SW North Dakota Street, which is designated as a minor collector street, runs along the southern property frontage. SW 108th Avenue terminates at the northern property line. 3 . Site Information and Proposal Description The property contains a house and accessory building. The property was divided into four tax lots without: receiving the necessary City approval . The applicant is now proposing to create three lots . The 0.23 acre parcel will include the existing house and the 0.38 acre lot will be vacant. Both of these ;parcels will have frontage on North Dakota Street. The barn will be within the remaining northern parcel which is proposed to have access via 108th Avenue. 4. Agency and NPO Comments The Engineering [Division has the following comments: a. Half street improvements similar to those provided with Carnahan' s Addition shall be constructed along the North Dakota Street frontage. NOTICE OF DECISION - MLP-7-86 - PAGE 1 b. Additional right-of-way must be dedicated to provide a right-of-way width of 30 feet from centerline on North Dakota Street. C. Any access from the north lot to North Dakota Street should only be temporary in nature removed in conjunction with further development of this parcel . d. Temporary conditional access can be provided to the northern parcel, provided that such access will not inhibit future development of the property or the parcels to the east. e. The design and location of all driveways on to North Dakota Street must meet City standards for visual clearance, The Building Division indicates that: the drainfield for the septic system serving the existing house cannot be within another lot. Also, sewer connections should be required for all parcels. Washington County Fire District No. 1 states that all residences must be within 500 feet of a fire hydrant and if more than three houses are planned, a road with a turn around area will be necessary . No other comments have been received. B. ANALYSIS AND CONCLUSION The proposed partition is consist with Community Development Code standards for minimum lot size, lot width, building setbacks and access. The proposed 0.2.3 acre lot does not meet a City standard that requires new lots created through lot line adjustment, partition or subdivision to not have a length that exceeds 2.5 times the parcel width (Section 18 . 164.060 (a)(2)) . The applicant is requesting a variance to exceed this requirement with a 55 foot by 200 foot lot. The following criteria are given in Section 18. 134.050 of the Code for granting a variance: 1 . The proposed variance will not be materially detrimental to the purposes of this Code, be in conflict with the policies of the Comprehensive Plan, to any other applicable policies and standards; and to other properties in the same zoning district or vicinity; 2. There are special circumstances that exist which are peculiar to the lot size or Shap,?, topography, or other circumstances over which the applicant has no control, and which are not applicable to other properties; 3 . The use proposed will be the same as permitted under this Code and City standards will be maintained to the greatest extent that is reasonably possible, which permitting_ some economic use of the land' NOTICE OF DECISION - MLP-7-86 - PAGE 2 4. Existing physical and natural systems, such as but not limited to traffic, drainage, dramatic land forms, or parks will not be adversely affected any more than would occur if the development were located as specified in the Code; and 5. The hardship is not self—imposed and the variance requested is the minimum variance which would alleviate the hardship. This standard is primarily intended to avoid future problems in redeveloping or dividing parcels which are exceedingly long and narrow. The proposed lot: is 0.23 acre or 11,000 square feet, The R--4.5 tone has a 7,500 square foot minimum lot size and therefore, it could not be redivided. With a 55 foot width, the Code would normally allow a maximum depth of 137.5 feet. In order for the existing house to meet the required rear yard setback of 15 feet, the lot must be approximately 175 feet deep, The applicant has not shown the need for the additional 25+ foot length of the lot, Section 18. 162.070 (b)(a) states that when it is apparent that further division of property can occur, the applicant must demonstrate that the proposed partition will not inhibit future development. It appears that the exact depth of the two lots with frontage on North Dakota Street should be determined after an acceptable redevelopment plan has been established for the northern parcel. C. DECISION The Planning Director approves MLP 7-86/V-86 subject to the following c,)nd i t inns: 1 . Unless otherwise noted, the conditions below shall be satisfied prior to recording the partition with Washington County . 2. Standard half—street improvements including concrete sidewalk driveway apron(s) and curb, road base and pavement and utilities, including sanitary sewer (building lateral and storm sewer(s), and streetlight(s), shall be installed along the SW North Dakota Street frontage. Said improvements shall. be designed and constructed to Minor Collector street standards and shall conform to the alignment of existing just improvements west of this site. 3 . Sanitary and storm sewer details shall be provided as part of both Huilding Permit plansA, Public Improvement plans. 4 . Seven (i) sets of plan—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 . NOTICE OF DECISION -- MI-P-7--86 — PAGE 3 5. Construction of p!^oposed public improvements shall not commence I until after the Engineering Section has issued approved public improvement plans. The section will require posting of a 100% Performance fond, the payment of a permit fee and a 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 publicimprovement plans. SEE THE ENCLOSED HANDOUT GIVING MORE SPECIFIC _INFORMATION REGARDING FEE SCHEDULES, BOWING AND AGREEMENTS. 6. Additional right-of-way shall be dedicated to the Public along the SW North Dakota Street frontage to increase the right-of-way to 30 feet from centerline. The description for said dedication steal) be tied to the existing right-of-way centerline as established by Washington County. The dedication document shall be on City forms and approved by the Engineering Section. DEDICATION FORMS AND INSTRUCTIONS ARE AVAILriBLE FROM THE ENGINEERING SECTION. 7. The applicant shall provide for connection of proposed/exis+:ing buildings to the public sanitary sewerage system. A connection permit is required, 8. Evidence demonstrating that the (Washington County) Dakota Street sanitary sewerage line assessment has been paid in full, shall be provided to the City Building Office by the applicant prior to is3uance of any permits (and prior to recording of the partition. 9, The applicant shall provide for roof rain drainage to the public stormwater system, 10. Visibility at driveways along SW North Dakota Street shall be developed in accordance with City Standards , 11 , Any acce3s to the proposed north lot, from SW North Dakota Street, shall be temporary in fact- and shall terminate upon any future division thereof. A copy of any document which creates such access shall be reviewed and approved by the City, and acknowledged thereby, prior to recording, 1.2. Access to the proposed north lot from SW 108th Avenue is controlled by the City by means of an access control strip. Tempora:-•y conditioned access shall be granted provided if it does not negatively input the future development of the proposed north lot and existing lots located to the east of this site. 13 . A redevelopment plan shall be submitted for Planning Director approval. the Director shall also approve the depth of the two lots with frontage on North Dakota Street. 14 . The partition survey and legal descriptions shall be submitted to the Planning Director for review and approval . Only after approval is granted shall the partition be recorded. In addition, the applicant shall recombine Tax Lots 1902 and 1903 into one tax lot . NOTICE OF DECISION -- MI-P-7-86 - PAGE 4 15 This approval. is valid if exe;-cised within one year of the final decision date noted below. n PROCFDURE t . Notice: Notice was published in the newspaper, posted at City Hall and mailed to: XX The applicant & owners XX _ Oi.•.Nrs of record within the required distance ~XX 1-hp affected Neighborhood Planning Organization XX Affected governmental agencies 2 . Final Decision: THE DECISION SHALL BE FINAL. ON November 6. 1986 UNLESS AN APPEAL. IS FILED. 3 . meal : Any party t:o the. decision may appeal this decision in accordance with Section 18.32.7.90(A) and Section 18, 32.370 of the Community Development Code which proviues that a written appeal must; be filed with the CITY RECORDER within 10 days after notice is given and sent.. The deadline for filing of an appea` is 3130 PM 11-6-86 4 . Questions: If you have any questions, please call the City of Tigard Planning Department, Tigard City Hall, 13125 SW Hall Blvd_ PO Box 23397, Tigard, Oregon 97223, 639--4171 , PREPAP.FD BY: Keith Liden, Senior Planner _ DATE William lAr n, it ct r a Commutlity evelopment� DAT _ AP ROVED (ia36) • BH �w � V 1 roR�« wpa _ • as �'• J _ fir« �..i o : r6rT NOTICE OF DECISION - MLP-7-C6 - PAGE 5 LEONARD A. RYDELL, P.E., P.L.S. Consulting Civil Engineer - Land Surveyor 601 PINEHURST DRIVE, NEWBERG, OREGON 97132 (503) 538-5700 E N G I N E E R ' S E S T I M A T E John and Katherine Dorr M.L. P. 7-86 The unit prices hereinafter written are submitted with the clear understanding that the actual measured quantities may vary some what from the estimate and that payment will be based on the unit price of each item. N.Q. Item Quantity Unit Price Total, VAL ADT 1900AND 902 IMPROVEMENTS 1. Street Excavation 180 cu.yd. $ (�,•C�� _. $�Ef`>.t7(� 2. 15" Street Rock 200 cu.yd. $ 11 0 _ $_Z40e�•c�� 3 . 16" Curb 165 feet $ 4• L $ 4„ 4 . Class "B" Asphalt 65 tons $ 3 QU $ 4-�Q31 ZO•� ''� 5 . Street 7- e e $ CSO.Off_ $ 010C) 6. 4" Sewer Lateral 15 feet $_ 1 (Q.0b $_ Z40.)o ✓ 7 . Bedding/Backfill 40 cu.yd. $__ `3 00 $ 3E,O,n�. ✓ 8 . 12" Storm Drain 218 feet $_ 11 .06 $ 9 . 5 ' Sidewalk 825 sq. ft. $ $_I-z- •--fittb- Total $_T11 wit.00 v U��E�Ora PLANNED DEVELOPMENTS • RESIDENTIAL SUBDIVISIONS WATER, SANITARY SEWER AND STORM DRAINAGE SYSTEMS LAND SURVEYS • SOLAR-C7NSERVATION HOMES LM.'ER OF COMMITMENT (Performance Bond) We have received from _ _ _ (lending institution) a lean commitment in the amount of�$,11,878.00, to finance the improvements of a street improvement located in the City of Tigard, being commonly known as SW North Dakota Street. 'This loan commitment is specifically for construction purposes for: Public streets, including driveway aprons, sidewalks, curbs, and storm sewers. All such improvements are to be completed in conformity with City approved construction plans and the subdivision compliance agreement: ther•einregard. We have agreed that disbursements of the $1.1,878.00 will be made in accord with the following schedule upon completion of each, or all, item(s); but riot including the hold-back described below. ITEM AMOUNT Site Preparation/Grading _...... 1 080 00 _ Concrete Curb 742.50 Street: (base rock, leveling rock, A.C. ) _. .......... 5,520,00 ____.._._ Sanitary Sewer & appurtanc.es _2400.00 Storm Sewer & appur•tances (including sanitary backfill) _.........__21758OQ_____ Water Line & appurt:ances Gas Line & appurtances -- Underground Telephone & Electrical Concrete Sidewalk & Driveway Aprons _.,._ �1�237.50 Asphalt (street overlay) _.— Street Lighting _.._.....____.._ - Miscellaneous (traffic control devices, etc, ) 300.00 We have entered into a "Street Opening Permit 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 pursuant to the above itemized schedule of improvements . Pursuant to the above schedule, 20 percent of the commitment funds (i .e. , $2_,376.00) 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 band, effective for, said one yep;r period from the date of tentative acceptance of the work, to assure ^ontinued freedom from defects, and maintenance, during the guarantee period, Concurrent with the final release of the-ie 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 Tigard shall have first claim and priority to t- e sum of $a��878.00, less disbursements approved by the City of Tigard, in the event of any defect s)/or failure(s) to correct such in the construction of the required improvements. Letter of Commitment Page 2. 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 that the lending institution has covenanted and agreed that the sum of $.11,878.00_ 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; _ Mr. Hank Doblie (Lending Institution) BY: _ _.__._..___._......�__.._.... (Attach notary information and (Title) signature(s) authority) sb/2827P �/ihK ]�b�bie � g ¢So urs NeJ�hQ ,�O'