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9730 SW SHADY LANE .�....,... Jr'lr ...,.. - � ., 1r1�-w.. - �-�•- .:Tale r 3 NOW -� roN , .y. ul QL a i "w C7 Z w ►-- -* •w � , 1 EX1571NG G. B. + W EXI5TINv G.-B _ o = EKISTING L. B. N Ctlf�t Et. 169 "'m RIM EL. IbF,.25 l ° D- 7 --- °--- - �_ - 1 EX16iING _ G. 8 . ,' , I I ll:I \ M EL, I o _ b RiM E1. I �� 7LI I � . �� jf4 , I.E. 16301 E b3• Ib `(.y ' BOTTOM 11� "L '1(c c� I. �.. ►N I �0 '�7 LY I I >WIN 1D/W I.E. OUT 1 v0 14 \ Ik ----------------- �- -z. -sem--.r_ mv�azcz�r-.ic_ _ax- ..ashy` __"^--.-r- - _._ .,__---...-__._ ' � I �`, "'•. � � II EX1 5T. CURB + (` NEW PAVEMENT 12' CNS'- n -2 _ 5-_ 1 NLET G.8 $EGt oN I,EE i 2 %M 0 f v0 - I } np (SEE WAyH CO. OEITAILS�_ DETAIL ►----- - - --�- - ----- -- 2 0 0 �p V 3 +00 n 0 h SAWCU SEE III 1 ( �k UI.V (ADJUST A5 REQUIRED] EDGE OF PAVING, - _,..m __„�= 1 ___.- ----- MINI .. _ 1. __ _ •_ • . W . 8HiADY LANE W � -----•—1--•-• _ PP W/GUY Fa, EXISTIN 'ELEPHONE �.►-i D I.R 'K, ' ►� G G• 8. % F9 FND. 5/8" I R GL�SURE . - _iz 12 R .,• ;�. ,. I �� t' 9 RIM L I 5. _ k F E 2'I ,1' TaM c 2 I,E 1 164 $1 F' ROPo6ED ICt: cu�Ja kbJvr I guIL. DING i CANOPY -- .0 -�� I � I � ,UMPAc (LL 2YZ - ZC F PIN s' Ac IM LIiT!! 3%4" -0 CRUSHED - - - — ---------- - ��_ VICINITY MAP R 0 G K =101111 '" I bow CUT- •nor .wsa I o,a or arMET AftfiR -- - --- ------- - l ., N T 3 IOU PLAN o r '�, r2" OF 3/4j GENERAL NOTES81DEWALK ND DETAILAIAOE p SCALE: 1 30 •� • ',• I . Curltl * ALL WORK AND MATERIALS TO BE IN ACCORDANCE WITH THE CITY OF " r TIGARD , THE OREGON CHAPTFR OP APWA STANDARD SPECIFICATTONS AND • //'! DRAW I NGS , AND 0.S .H .D. SIDEWALK DETAIL 2' ------ •,. CONTRACTOR TO VERIFY AL:, UTILITY LOCATIONS PRIOR '_'a CONSTRUCTION '` AND SHALL ARRANGE FOR THE RELOCATION OF ANY IN CO -' � � � NFLICT WITH THE NTS 1'1 ••o"AA""A'• * Goa so It+ .A. - A.e"waAPRIDPOSED CONSTRUCTION. BASK F;LL AND �� DI�IVEWAY R/W LIMA \ "• J EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND MUST "�� PIPE a;;;�01NG PER / BE VERIFIED BY THE CONTRACTOR. ADDITIONAL UNDERGROUND UTI 4 . ' .• • , \ A r�/•' MAY EXIST. CITIES CITY DETAIL ' 2 5ALL BIDDERS ARE RESPONSIBLE FOR VERIFYING ANY AND ALL SITE. EX 05TIN • . '•• l CONDITIONS WHICH EFFECT THEIR WORK . ANY DISCREPANCIES BETWEEN PAVEMENT IC • t 1 `G NSA UCTION DRAWINGS AND THE ACTUAL SITE COMIJTTIOWS SHALL BE E y THE ZMSINEER. `- - `':-1 I * CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS ANC, LIC!�.RSES BEFORE : r• I , STARTING WORK. CONTRACTION JOINT * THE ENGINEER HAS NOT BEEN RETAINED OR COMPENShTED TO PROVIDE � : '';`�•� , •• , ___ ----�--- ' EXPANSION „IpMrT1 _ DESIGN AND CONSTRUCTION REVIEW SERVICES RELATTNG TO THE CONTRACTOR 'S 3AFETY IPRECAUTTONS OR TO MEANS , METHODS , TECHNIQUES , D 104 9=U%LX CURS JOWT ExH4Ns10N JOINTS SEQUENCES OR PROCEDURES REQUIRED FOR THE CONTRACTOR TO PERFORM HIS WORK • L t 5 0 I N L E 1 NN L►rsAruAar.rwaCUM.irexr►erra t ELEVATIONS TRACEABLE TO CITY OF TIGARD AENCHMARK #143 , ELEV. s ..SII GW a/v _ _ _ 165. 37. t.lr II/i�Nor wwri►aNrti,nLL aacx _ RIM EL. Il05 r I A'no=M"a" ' ONE "AS-BUILT' HYLAR TO BE PROVIDED TO THE CITY BY THE ENGINEER. I.E OUT I (o 3. a L3v__ 0- P ' A N " FACE OF CURB - ' EXCAVATOR MUST COMPLY WITH THE PROVISIONS OF OAS 757. 54 � � - D PIPE BEDDING AND ..(MOFToom BACKFILL DETAILS TO ORS 757. 571 . E X I S T I N G C 8. 34010000W I w pptX�k3M 000 •y R e Lr x.0 o•Ta R•)AD NOTES INe ao RIM EL. I(aF. 2`{ Ib _j \ a� o/eo/Lb S 2 I E IN/OUT Ib3. Itc YTRE� -- �� THE CONTRACTCR SHALL REMOVE AND DISPOSE OF TREES , STUMPS , BRUSH, p7T�M Ib ,lc � C)$ Lr" 10 "' ME9�1 ROOTS AND OTHER MATERIALS IN THE ROADWAY AND WArRE INDICATED ON THE PLANS . MATERIALS SHALL BE DISPOSED OF IN SUCH A MANNER AS TO M 00 I-1/2" ABOVE 2" OF /S MINUS MEET LOCAL, REGULATIONS;. MATERIALS TO BE DISPOSED OF OFF-SITE. BASE A, ----- -— S E C T I O N A-A �i AftA- IU O * THE SUBGR_ADE SHALL BE THOROUGHLY COMPACTED AT THE LOWEST \ a 0-104 OWa9TMLI MOISTURE CONTENT AT WHICH A HANDFUL OF SOIL CAN BE MOLDED BY A B STORM DRAIN PROFILE \ FIRM CLOSING OF THE HAND (95% COMPACTION AASHTO T180 ) . MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH COMMERCIAL DRIVEWAY -- - REQUT RED TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH SCALE: 1 30' Hor1z., 1' 2' VN A _'`� A PIT RUN CRUSHED ROCK . = Vert. NTS �--. ---- * ASPHALT PAVEMENT SHALL BE DESIGNED BY A RFCOGNIZED FORMULA AND PROCEDURE BY ODOT. CONTRACTOR TO PROVIDE ENGINEER WITH a" raawAL_aa CERTIFICATION OF COMPLIANCE FROM ASPHALT PAVEMENT PLANT, vAszE5 • I. we b 6-0 * THE ASPHALT CONCRETE (AC) SH...•.i, BE TYPE, C AND SHALL BE PLACED IN LTINO LIFTS AT THE SAME TIME(bvi) . nR� 01N .wsTaNLT 0iKOfFA0104. * CONCRETE. SHALL BE 3009 psi AT 28 DAYS , WITH A 6 SACK MIX DESIGN. I� �Oulu 1R� L�w DRIVEWAYS SHALL HAVE A MINIMUM THICKNESS OF 6" , AND SIDEWALKS, LIMITS GF CONSTRUCTION Fact a►N ""AINAo[ "uwwxn o�rA a-,o NOT APART OF A DRIVEWAY, SHALL HAVE A MINIMUM THICKNESS OF 40 . .I"TM n"ttt i' L►rLAITK r)rt � KaTlon 0-6 8 * SAW CUT EDGE OF EXISTING PAVEMENT A MINIMUM OF 6* BACK FROM THE *IT"COWLING EXISTING EDGE OR AS REQUIRED 2V ;" c PLAN ENGINEER OR C IZ'Y. � � r C) N '�' PROPOSED Q TOP OF °cT ►. + a ' RIGHT EDGE E>:15 A C , -_- _ --- (_4 LNr • wa�rMr EX15T. CURB ( 1 TOP of CURB a� y OF PAVING _ -9 .V •y •9 t 4 '- 4 A C. y >� --- T'�-�--' -_ _ -.___ STORM SEWER NOTES DUCTILE "/I` _ DUCT LE IRON PIPE (D. I ) SHALL CONFORM TO THE REQUIREMENTS OF 3 3/} " " - , o ANSI A21. 51 OF AWWA C151 AND SHALL BE CEMENT LINED, PUSH ON C-1 arOf u. MOW" JOINT. THE MINIMUM THICKNESS SHALL BE CLASS 2. GUTTER - i2 " Z " O" -�— LOT • PIPE BEDDING AND BACKFILL DETAILS, SEE CITY OF TIGARD STANDARDS . 4 MRA L Il0 NA\`r ALLOWD u► - ' L� 'l �"� �tir---+'..,►y--�r.'� IL 11401' fAl.S 4901IN�L TR�+•�F1C CC�QTec�l 'S11P.L�- �E. nov%`It 3 �c� �SY 7110: Ct�►J't1ZhL'Tt1iZ L a Tor ar •str raLc TOE. 'SMV-C"C" C SECTION A-,p AT r1iMAAA� �L c LCI, TR,%, �+,� �-1- A►�� `wiM�- . _._. _ _._._ _-•_-- ---._._ _._.—.__ - I b'L ^D�7a►JCE r.VARI.)1►JC� Slt;�h\� C-HPIJNr.I IA1G� >D�Ir�� A b F��MC1.1 1 + 0 G 2 + !� 3 a WA9l1QTUN COUNTY �rLlr BE= pROV 1 OVARTMENT OF LAND U86BASIN � �� ►-� f�ccc(�b�►�cC. wt�N p/ T� of 'n�� r CATCH 8A S I N a volt- 0 sYRE�'TS AND TRANtlP011TATION �"'�' YIAIJUA L. ON U►��FOJCt••1, TR/�.FF \C C c►�- mc,L_ �Ev�� MINOR COLLECTOR SECTIONtiND N1CaNWAY:, �UrS,D�>F'T , �'� T�h►,.,N., F,�a, A , •ATS QIrLL aMwll ASA N•. 1A/►OtMNR► IIiA. I�[?L� 14-4 �+ I-A (MOO.)D.) -100 13C 11> N-I. ,( C` ''P[:►O R PROFILE ~_ - N T 8 ---_--- �.u_ �►�� Fl.P.c�r�E�._I �:, � - �._ I �_ "fL� T1l+E �`C1L.R�C' OF Wn�-K_ \�'�V,rgt N, •. `�"�;I Scale: 1 30' Horiz., 1 , - 2 Vert. 11 2j, —�"-�— 1 01kF''+PR __..�,..Y„.r. " ')R )R .rte ONSTRUC. FOR APPROVALS ONLYIYY 0F `i"'!GAF�D �'�c�'' „�: STREET dl STORM SE R IMP 0,�/ EM g E o 00°� ^*'*T ='ERM,IT -� �-T3T I Kjgq �t�'1i T- 334 N_ Z - "NOT FOR CONSTRUCTION " 8. E. 1 /4, S. W. 1 /4 JE�r 8., R. 1 W. M.DRAWN M D DESIONEDD COMPASS CORPC�► RATIOIV . . -- -- – — - _ - -- BUILDING STRUCTURES INC . Proposid Auto ery ce acllity A• shown July 1 088 SCALE JDATE . � � EN6INEERIM6 - SURVEYING17 -- PUMIWNG P . O . E3 O X 6 9 t o r M r. Denny Pearson 1,'�,'� � :r 8`I 1 REV151;0 PER INITIAL REr�Ew 3. '.ITr - DATR No. R [ vlt< ION FILE s8-2lsdfi- 1403 6564 MILW E IE,OAKE RGO (503)222-W93 BORING , OREGON 97000 Ph . 663 - 4343 9730 S . W . Shady Lane , Tigard , Oregon p J' 1 MILWAUKIE.OREGON 97227 (503)653-W93 wnI"",•�►rf"I A VNI Comwe"T !M5 11` 1II1111111111I'IIIIII11I1I11111 (� I1I1III111I 111111IIII1111IIIIII L I I I I I I I I I I 1 I I I S I •' 11 -� I I I I 1 I I I I I I I I I I I II III 111 1 I 1 1 1 I f 1 I 1 1 I I 1 � I 1 1 111 ► -- ,.� . i I I I 1 I I I I 1 i NOTE: IF THIS MICROFILMED -- — 2 3 4 ._ 5 8 7 8 9 110 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE,-11 IS DUE TO HE QUALITY OF TI-[ ORIGINAL. -� DRAWING. OE 62 92 ze 92 SZ 02 E2 22 It OZ 61 131 L I 91 Ill t,I E I 21 I I 01 111'''I 9 L 9 Sb E Z 1 ,�•�""� ,n11111IInnlunlnnlunluul1n11u1111lIIlUlllllllllnllllul11111111111111111nInuINUI11u1i1lIIIIIIIII1111111111UI111111Ullllll�l111�11�11x1111;suII11tI1111111uIlULIu11111111U111llullpllllutllllllnllllllllll1111111111111W111W111111111�1111111lIIjIIIIII11111iIIIWIIIH MARCH 30 1992 ,•. .,,111,,,,.,, N , ew S P E C I _ F I A T I 0 N s _ Cr DIVISION ONE - GENERAL REQUIREMENTS B. Paving DIVISION FIVE METAL B. i oiling schedule DIVISION ELEVEN - SPECIAL EQUIPMENT (by othdrs) y A. General conditions " A. Steel m 1. All paved areas to receive ? minimum compacted 1. Framing lumber to be nailed as follows except where .P m o 0 LIJ thickness of Oregon State Highway Division spec. shown othwerwise on drawings: DIVISION TWELVE - FURNISHINGS b others W ) a 1. These notes are general in nature and are intended to set "Class C" asphaltic concrete over d" minimum com-- 1. Structural steel to be ASTM A36 welded per AISC ( y ) _j LI; � Cr minimum standards for construction. The drawings shall patted rock base. Bidders shall 'provide alternate price Specifications - joists to sill or beam ----------- (3) - gd N o o 5 a govern over the notes to the extent shown. to General contractor to substitute "Modified Class C" - bridging to Joists do blocking --- (2) - 8d ea. and DIVISION THIRTEEN - SPECIAL CONSTRUCTION (not used) spec. A.C. 2. Provide all necessary anchor bolts, strap anchors and - sole plate to Joists ----- ------ 16d O 16" - 2. The contractor ,:hall verify all dimensions and conditions other items as shown on the drawings or as otherwise - top plate to stud - (2) - 16d and nail DIVISION FOURTEEN - CONVEYING SYS H '� on different drowings and in the field and notify the arch- required to complete the, work. Machine bolts to be - stud to sole plate - -------------- 4 SYSTEMS (not used) W DIVISION THREE - CONCRETE WORK q P ( ) - 8d toe nail _ - 0 0 itect of any discrepancies beSore procee��y�g. -- ASTM 307 except where Shown otherwise. - double stud -----------------------_ 16d O 24"o/c Z V► iV A. Concrete - double top plate ---------------- 16d O 16"o/c DIVISION FIFTEEN - MECHANICAL � ti I` 3. Contractor to provide all necessary support for walla and 3. Steel roof bsom system and root deck, - top pl. laps do intersections ---- (2) - 16d ea. end � floors prior to completion of the vertical and horizontal - � �a' 1. The A.C.I. Ss, ACI o Specification for Structural Concrete purlins and tie rod lateral bracing system to be - cont. header to stud - - (3) - 8d toe nail A. See Heating, ventilation and aircondltloning design by others. 0 load systems. for Buildings, ACI 301 shall be followed except for Items designed by metal building manufacturer (Varco-Pruden or - ceiling joist to plate ---------- (3) -- 8d toe nail specifically stated otherwise. approved equal) using standard components. Manufacturer to - rafter to plate --------------_--_ (3) - 8d toe nail 4. The contractor i9 responsible for safe jab site conditions. provide all required structural calculations and fabrication - bul!`-up corner studs -------- 16d O 24"o/c B. Plumbing system design to be provided by the contractor In strict .� 5. All bidders are responsible for verlfytng any and all on- 2. Minimum compressive strength of concrete at 28 days shall details. - compliance with all governing codes and regulations. Use "Dektlte" Z N site conditions which effect their work. Report any dls- be 3,000 sl at footings and 3,75 /I. Shop orime 2. 3 4" floor sheathing t or equal for all roof penetration. All mechanical lines to be run .. 0 o_ P P g Opal at floor slab. Maximum p paint all non --imbed materials / g o be Walled w 10d common Halls plumb avid level where possible (follow the Inds of the building). �+ �' creponcies between the drawings and actual site conditions slum shall be 5". at 6" o/c at all panel edges and at 10" o/c at all g) W W intermediate supports. C. Provide proper underground monoxide exhaust system to Architect. DIVISION SIX - WOOD AND PLASTICS - See Mechanical drawings 3. Clean all footing and slab excavations of loose materia, - - 3. 5/8" gypsum wall board to be nailed w/ 6d cooler nails at B. Design Loads before pouring concrete. A. Framing lumber and plywood 7" o/c at all supports. � D. Provide ventilation of all enclosed attic spaces. � � 1. Roof live load --- -- 25 sf w/ consideration for 4. Barkflll all pipe trenches below footings with lean 1. Framlm lumber grades shall be as follows except where DIVISION SEVEN - THERMAL AND MOISTURE PROTECTION drifted snow concrete. g g P -shown otherwise on drawings: I E. All Mechanical sub-contractors to secure required permits and ap- H-`� 2. Wind ----------HO mph / exposure "B" A. Preflnlshed metal roofing to be by and installed in provals and pay applicable fees. a+ B. Reinforcing steel acordance with the specifications of the metal buildin manu- •- joists,beams and stringers ---- #2 do Btr. Doug. F-ir 9 0 a CV 3. Soil bearing ------ 1,500 psf (assumed) - studs ------------------.- Stud grade Doug. Fir facturer (Varco-Pruden or approved equal). Provide all trim and _ 1. All reinforcing steel to be ASTM A615 GRADE 40. - bucks, g bridging __ X13 Douglas Fir flashings as shown on drawings or as required to make exterior DIVISION SIXTEEN - ELECTRICAL blocking and brie In g a q 4. Seismic ----- --------- Zc►�ie !I per U.B.C. perminantly weathertight. Make proper allowance for expansion ` P 2. Place all reinforcing per A.C.I. Codes. - plates or sills on concrete --- 92o laaaeF�e treated and contraction. All trim and flashings to be 24 gage material A. Electrical system design and engineering to be by others in 5. Second floor lood -- 145 psf total load at storage areas - Posta ---------------_-__-!_____ #1 Douglas Fir except as shown otherwise on drawings. compliance with all goveming codes and regulations. All 3. Lap all continuous bora 30 diameters minimum. exposed electrical lines and conduits to be run level and rn 2. Second floor ahsathing to be 3/4" INT-APA underloyment B. Rooflnq to be Varco-Pruden "Golvalume" or approved equal, installed plumb where possible (follow the lines of the building). o co C. Construction type to be Type - III -N per 1985 U.A.C. 4. Provide 24" x 24" corner bars to match horizontal with stainless steel fasteners per manufacturer a reinforcing, grade, T&G, C-C plywood. Index 48/24. P specifications. use "Dektite" or equal for all roof penetrations. Electrical a) rn V sub-contractor to secure all required permits and approvals DIVISION TWO - SITE WORK _ DIVISION FOUR - MASONRY 3. Glu-lam beam shall be Douglas fir -- 20F-V4, w/ 100% water C. Insulation to be as follows: and pay applicable fees. X a: '? proof glue, Industrial appearance grade S35 with AITC 1 7-85 - at all metal roof (3') vinyl faced glass fiber m O m A. Excavation A. Structural concre,`e masonry units shall be lightweight certificate. - at all open framed walls (3") vin faced glass fiber D R A 11 T N L' w co O W units conforming to ASTM Spec. C-9 Grade N-1. - at all framed interior walla (3 1 ") glass fiber to lower G N D L, Z 1. Excavate as necessor for work shown on druwln s or spec- fm shall be 1350 pal with no special Inspection re- 4. Boltheads bearin on wood coiling line. Cl- - O P P g p g (including foundation anchor g g ( 9) g ( ) SH I`ET CONTENTS O 0 ified. Allow ample ace for form work. Leave b wring quired. bolts) to be provided with standard cut washers. - above all suspended callings 5 1/2") lass fiber R-19 - at all frcmed floor/ceilings (5 1/2 ) glass fiber (R-19) 1 m surfaces undisturbed le gel, and true. SITE PLAN / SPECIFICATIONS B. Grout shall be highly fluid concete made with 3/8" - at all un-grouted hollow masonry cell - pour full with 2. Excavate for exterior footings to firm, undisturbed soil max. sized aggregate and having a minimum cornpres- vermiculite type insulation. 2 FOUNDATION PLAN / DETAILS or compacted fill to c. minimum deep!h of 12" below existing sive strength of 2,000pal. DIVISION EIGHT - DOORS AND WINDOWS - sels sheet #4 for specifications grade and 18" below f nish grade. Notify the architect of -- � FLOOR PLANS FLOOR FRAMING Q C. Mortar shall conform to U.B.C. Type "S". RAM,N G any unusual conditions encountered in the footing excavations YP s DIVISION NINE - FINISHES - see sheet #4 for specifications 4 ROOF FRAME PLAN / SCHEDULES i' 3. Backfill and compact all trenches below paved areas D. Wall construction, grouting, and support of 5 ` SECTIONS DETAILS ■�■ ,■� inforcin within the wall shall conform to chapter / with granular fill. .4:4 of the U.B.C. DIVISION TEN - SPECIALTY ITEMS ,j y contractor) 8 _ SECTION / DETAILS 7 ELEVATIONS_ 8' 164.62' ELEV. d- BIB IN EyaSTINC► HOUSE AND GARAGE LS L A N D S C A P E P ' Vic. PPE WELL -�- AT 160.9 IELNEV. RIM (5 - r �,� LAN VICINITY M A P -- A M w TO EE REMOVED - REMOVE AND BACK- �0 8 CABINETRY DETA1LS 3/4 IRON FlLI_ SEPTIC TANK - DISCONNECT AND 6 HIGH CHAIN.- i° '% 4 e! ROOF DRAIN COLLECTOR �- \ CAP-OFF' ALL UTILITIES OF-FORE DEMO- \ LINK FENCE 17.65' \ \ \ 12.28' j PIPE I - - - D.S. _ -\ - D.S. S 0' 20' 58" E 200.43' - LI noN - Ii P L.A TING \ - � ® \ - � PLANTING \ ��\ � \ GRADING LEGEND 8" C.M.0 WALL �\ PLANTING \\ I T \ \ \\ \ X63 APPROXIMATE 3 4 5 \ \ \ \ i ' CONTOUR 6 7 8 9 10 11 I I I NO V� SERVICE RECEPTION w - I / CANOPY ABOVE \-�\ \ --�► J F014. 1 CONTOUR _-~ D� \ \ \ \ \ 1 STORM DRAIN - DAY- CONC. CURB o \ \ LITE AT CREEK - 100' t / �e Z 4" CONC. SLAB ' ba \ \ \ \ \ \ / E� 0 \ \ \ \ \ FINISH GRADE AT 0 161 \ \ \ \ \\ TOP OF A.C. PAVING . H 0j I �� \ \ U c N - `� O \ ti \ \� \ \ \ \\ TOP CONCRFINW GRADE ETE O I . I I '`i \ .fib I �-- \ � \ '•�:. � V 1 32'-0" � 4' � 30'_0• " \ G U, EXISTING ELEVATION '�- 13'-n� (e) SPACES O 9-072'-0" \ \ Z'IT . 4" CONC. WALK R N ` _ \ \ \ \ \ \ . \ - \ /� OW 6 CHAIN C \ 182 w F (EXPOSA=D AGGREGATE) I NK I \. • \. \ \ '\ \ \ \ . T5 < GATES HIGH \ \ \ \ \ \ \ " u► \ \\\ I g FCNCE TO FOLLOW 1 , ' PROPERTY TO BE DEDICATED L0 PAS TYPICAL LOT PAVING WITH 2' MIN. TOP OF SLOPE `6 � 1 � 11 TO THE CITY OF TIGARD IN � Q � n � �' COMPACTED THICKNESS� T � SS ASPHALTIC 1 1 J I v o°° o I \ \ \ \ \. \ l CONCRETE OVER 6' MIN. r.OMPACTED / GREASE INTER- \ a, _ 1 O Z \ `. \ \ ` \ ROCK BASE / CAPTOR TRAP PER 1 111 I11 Fl_C'rID PLAIN v \ , LUMBING CODES , \ ? 1 1 E� I z z 0. ' � � 1 r I I '� \\ \ -- r --_-- - - 163 -- w 1 1 1 1 � o 0I \ \ .\\ .\ \ \ \ \ \ \ y 160e.g. w% $ 1 11 � 2 1 \ < / / \ \. \\ \ \ \ \ \ RIM AT 1615 TRAFFIC GRATE APRON R I I 1 1 \ _-' 4" CONC. SLAB ---�, I - - - __ DEVELOPED SITE APEA SHOWN 1 786 .ft. y N \ \ \ y \ z 1 1 1 a eq U1 oU I I 8 H.U. _= , 1 PROPOSED BUILDING AREA 5,120 eegJL a 27.3% :ZZ�< I I / II 1 1 I I 1 LANDSCAPED AREA 3,169 sq.III s 16.9X ® V1 w GAS FEED 4 CONC. SLAB 1t NATURAL GRASSES AT SLOPE 667 ep.ft. - 3.6% J c / \ \ / / / - _\ N I 11 I I, I TOTAL ROOF SIDEWALK 9.830 ep.ft. a 52.3% � Q O � BICI ru RACK \ / 7 589 ft. CO <� I / ,I \ / ' Y\ \ > °p I I 1 1 PARKING SPACE - p• �.47i i.-, 4�-i 3 BREAK N \ \ \ \ S PROVIDED 13 1 SPACE PER 482 ep.ft. BLDG. AREAZ I • ; CURB / I\a\ \ \\ \ \ \ \ \ \ \ \y ,� I I 3 a l \ \ \ \ \ \ \ \ \ LEGAL DESCRIPTION: -- o p q 0 GAS I I\ \ \ \ \ \ \ \ \I SE 1/4 OF SW 14 OF SECTION 35, ' I 1 I °C � \ \ \ \ \ 1 METER � TOWNSHIP 1S., RANGE 1W., W.M. / H.B. a I I I I a a Ig * N PROPOSED BUILDING TAX LOT 800 0 �- I I 1 5,120 ■q.ft. MAIN FLOOR CTM 1S 13580 N 13 17 I DYABOVE • I I OF TiGARD, WASHINGTON COUNTY M ve 1,152 ep.ft. STORAGE LOFT I I ��-0 4 140'-0• 22'-6" 23.26' I M I �(�� E PROVIDE HALF-STREET � - �-V --- - - -----�- IL SANITARY SEWER TO IMPROVEMENT PER V FLOOR SLAB ELEVATION 163.75' _ I 1 I EXISTING UNITED SEWERAGE H CITY OF TIGARD SPEC- WATER I I 1 AGENCY MAIN AT CREEK ^ IFlCATI��NS METER PLANTIr;�G ' 20'-0" 5' _ - / ! I / -�- / J I I P NDS uUN� 2 WATER -�' � � / -G- �-- �--�► � �� / - �. ' \ SHEET NO. OF 30'-0- -- D.S. _ - - I N 0' 2.0' 58• W 216.93' - D.S.10 04 - - I - - '-- - D.S T 4• FC'�OF DRAIN COLLECTOR"', hies•NORTH o AIR COMPRESSOR - N N, - o I 184.98' ELU=V_] ) S P SITE PLAN �■ (ABBOVVEaGROUNDK) `° ID C.C. ZONING R-12 ZONING REV. AV SCALE: 1' - 10'-0' TRASH DIIMPSTER -- PERMIT' "1 4 � : r PROJECT NO. ee.eon.,-u.re,wT CO.ro.nAro.ON w... � I � II � 111111i ,ltlllllfllllllll � Illllllli ) ( IIIIIIIIIIIIIIIIII f I -- ,�. 2 3 5__ 6_ 7 NOTE: IF THIS MICROFILMED e 9 IID I I 12 DRAWING IS LESS CLEAR THAN �- 1H I S NOT ICI;'I7 IS DUE 1r) THF QUALITY OF THE ORIGINAL DRAWING. Ofv 6Z BZ LZ 9Z SZ bZ 4Z ZZ 12 OZ 61 QI /-I 91 �21 bl EI ZI 11 01 6 9 L 9 IS.. -- -b E Z la""'" eNI�: IIIIIIIIUIInulin�he��hI11II111IIIIIfIIIIIIIIIf111111�eiluulu��luttlt�nflllllNIIIIIIIIIIIi`IIIIII111111�1IIIIIIIIIIIIIIIIiIIIIIIH1i)�1�'llrrlll;�ullulllullfnllll!L�nIIInnlnlllulllrwlt111��1ul1ull11nlnlllulllnlllllulllltfnulllulnulu111UI1111111nIIItuIIIIH ,4 'New MARCH 30 19 92 9 rmr , :,.,: �-•„„, - .,c+,,,, .;,.,wmrras,ma�ua�nrrtr ars.* nrarawtiarmor.+e�ro�+n�•xv�wr;,. ;a.�..a€.:w.ri....._......._-,.,_....._w_..... FILE SHADY LN. — 9730 STR. OPN. PERMIT .d10� CITY OF TIGARD October lo, 1990 OREGON Jo Ann Laatz, Surety Dept. Corroon & Black of Oregon 1600 SW Fourth Avenue PO Box 8669 Portland, OR 97207 r.E: Shady Lane - Building Structures, Inc. Bond # 5556568 Dear Jo Ann: This is sent to confirm that the aforesaid Bond can be terminated; all work assured by it is now complete. sincerely, John S. Hagman Engineering Technician c: Building Structures, Inc. P.U. Box 69 Boring, OR 97009 dj/1-jl-c&b 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-417 --- - - --- -- N COMPASS CORPORATION w E ENGINEERING - SURVEYING - PLANNING (503) 222-4652 S 6564 S.E. LAKE RCAD (503) 653-9093 MILWAUKIE, OREGON 97222 FAX (503) 653-9095 October 2, 1090 Mr. John S. Hagman Engineering Technician P.O. Box 23397 Tigard, Oregon 97223 Re: 9730 S.W. Shady I-ane "As-Built" Dear Mr. Hagman: Enclosed for your files is a mylar of the "As Quilt" for improvements on S.W. Shady I.ane. Corrections have been made per telephone conversation October I, 1990. If yon have any questions or require additional information, please contact our office. "ncerely, I Bruce D. Goldson, 11. 1'. BDG:wls:2589 Enclosure cc: Building Structures v 1 A/ COMPASS CORPORATION W E ENGINEERING — SURVEYINf; — PLANNING s 6564 S.E. LAKE ROAD (503) 653-9093 MILWAUKIE, OREGOId*M2 FAX (503) 653-9095 Sdptember 13, 1990 R SEP 14 1990 .'C,V'VA� CITY OF TIGARD Mr. John S 14AAI Engineering Tech 4. P.O. Box 23397 Tigard, Oregon 97223 Re: "As Built" (9730 S.W. Shady Lane) Dear Mr. Hagman: One blue line "As Built" is beicg re-Submitted for your review and approval. We will submit a mylar when requested. If you have any questions or require additional information, please contact our office. Sincereiy, J Bruce D. Goldson, P. I:. BDG:wls:25S9 cc: Building Stf•uctures CITYOF TIOARD August 30, 1990 OREGON i Compass Corporation 6564 S.E. Lake Road Milwaukie, OR 97222 RE: As-builts (9730 S.W. Shady Lane) Dear Mr. Goldson: The drawing does not reflect "as-built" field conditions, please correct it and resubmit. Sincerely, John S. Hagman Engineering Technician 13125 SW Nail Blvd,P.O.Bax 23397, Tigard Jregon 97223 (503)639-4 71 — Q X�A C - 4 # "I --qA L�� d J �a2 t-,T11 0 �VC e1„ � c s M1 OMPASS CORPORATION INEERING - SURVEYING - PLANNING �*NY1. �?Q�J 6564 S.E. LAKE ROAD (503) 653-9093 IINIILWAUKIE, OREGON 97222 FAX (503) 653-9095 CITY Qr TIGA pp August 23, 1990 Mr. John Hagman City of Tigard Community Development Department 13125 S.W. Hall Boulevard P.U. Box 23397 Tigard, Oregon 97223 Re: Public Storm & Street Improvements for 9730 S.W. Shady Lane, SDR 89-15 Dear Mr. Hagman: Enclosed for your review is one blueline copy of the "as-built" drawing for improvements on Shady Lane. Please review and supply additional comments, if any to this "as-built". Upon receipt of your comments we will make any corrections and supply the City a mylar copy. If you have any questions or require additional information, please contact our office. Sincerely, Bruce D. Goldson, I'. F'. BDG:wls:2489 cc: Building Structures CITYOF TI�ARD OREGON August 2i, 1990 Jo Ann Laatz, Surety Dept Corroon & Black of Oregon 1600 SW Fourth Avenue ru Box 8699 Portland, OR 972C7 RE: Shady Lane - Building Structures, Inc Bond #5'j5f,5b0 Dear Jo Ann: The permittee has not yet complied with all permit terms, to facilitate cancellation of the bond, namely -- provision of one ae-built mylar to the C. ':y. Sincerely M I John S. Hagman Engineering Technician jr/corroon.JSH c: Building Structures, Inc. 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 — - — - - CORROON & BLACK RECFIVED of of-egon P� ' -,0 COMMUNITY UOLLOPMENT August 7, 1990 City of Tigard 12420 S. W. Main Tigard. Oregon 9722.3 RE: Street Opening Permit Bond to install street and storm sewer improvements in S. W. Shady Lane - Bond No. 5556568 - BUILDING STRUCTURES, TNC. Gentlemen: The above referenced bond is due for renewal effective August 1.5, 1990. Please advise if the work has been completed and accepted by the City, in which case we can close our file. All we require is a letter from you stating that the work has been satisfactorily completed and our bond is released. If, however, the work has not been completed, we will be renewing the bond for the term 8/15/90 to 8/15/91. Please advise. Thank you. Very truly yourF , CORROON & BLACK OF. OREGON Inn Laat2 J� Surety Department J loon S.W. Fourth Avenue P.O. Box 8699 Portland,OR 97207 (503) 224-4155 FAX: (503) 274-2155 Insurance/Surety Bonds f3 VjqA ) IMPORTANT ME88A E1� FOR DATE_ —TIME P.M. OF— �✓ IZ'IIS�roo > PHONE ��-= Q SCJ �eCC�vE ci Ca\\ 1 rows AREA CODE NUMBER EXTFNBION TELEPHONE[) PLEASE (�`' i X-7 CAME TO SEE YOU WILL CALL AGAIN k �`c �c C_o�`'\%�� G\� � 4 WANTS M SEE YOU RUSH ��•��, G"` \ RFTUFNEO YOUR CAiL SPECIAL A?IIGFiipN �\a a W or� I� Z �O\ MESSAGE �a.a�/�c•.ti+•�•� F Gut.Li e�. SIGNE�..A U SHO IN . TTAL OFFICE PRODUCTS TOPS 3002-S and printers, Inc. 228-2395 vvl cl c r ,e rS GVi l . ��tti c,v 4Lj co(ry O vl 3 04L Gk VQ wA, I 1 Got�z lzq a)-Al V w 1. �. y, sq,cl L December 27, 1989 Mr. Carl W. Viewig Public Improvement Inspector City of Tigard P. 0. Box 23397 Tigard, Oregon 97223 Re: Street opening permit 334-89 (bonding). Dear Mr. Viewig, We received your letter dated December 21 and submit the following. First, to my recollection, you and I have never spoken to one another. I believe the conversation referred to was with my field superintendent Lyle Piersall. It should be noted that the bond which we were requested to provide and C,+^^"` did submit is a "performance" bond. At no time was a maintenance bond �'re. �,�,•��'' even discussed much less agreed to. We have absolutely no control over area subsurface or above ground use and/or conditions in the future. I I have been advised that you were present when this work was being done and it would seem that if testing reports were necessary or to be provided there was plenty of opportunity to discuss the matter prior to the asphalt paving being placed. Our position is - the street opening and related work has been faithfully and properly completed fulfilling the requirements of bond No. 5556568 dated August 15, 1989. Sincerely, BUILDING STRUCTURES INC. T.a ry iith, .'resident ftwa b LS/gs 0Ef; 2 9 1989 roG"Mm"Dorelaamw au n Di ne YERUCCUIE1 P.O. Box 69 . Boring, Oregon 97009 (503) 663-4343 . Fax: (503) 663-2749 inc. December 21, 1989 Mr. Larry Smith C'TYOF TIGARD Building Structures, Inc. PO Box 69 Boring, OR 97009 OREGON RE: Street Opening Permit 334-89 (9730 SW Shady Lane) Dear Mr. Smith: Regarding our phone conversation yesterday af,�srnoon, there is one point that I believe should be clarified. There is a chai,Te in my mind that you may have misunderstood the ten percent (10%) maintenance assurance. You mentioned that you people did not want to be burdened with chasing down your subcontractor in the case of trench failure, six months down the road. Your concezn is well founded and shared by The City of Tigard. The standard surety maintenance bond/deposit mentioned in Mr. Flagman'• letter dated December 15, 1989, would provide sufficient assurance and enable release of the current performance assurance. Either your fLrm, or your subcontractor, could poet the maintenance Lond. If a failure occurs, we will notify the bond provider of the need to respond. If the provider d)es not cors,ict the failure then, we would make the repaire, charging the cost thereof, against the bond. 11 At the end of one year, if there is no bvidence of further settlement, the bond/deposit would b6 returne9 to the provider. I + Having said thin, 1 will list your available options as requested: 1 .- Post bond as described above, by your firm, or your subcontractor. 2.- Have the Testing Lab of your choosing test for, band determine, the following: * 95% relative compaction on fine grade beneath the now AC paving. * 3" minimum thickness of that new paving. * 95% relative compaction of the AC pavement itself. (Note: I will determine tht. location of the test coring. ) 3.- Remove and replace the sunpected failure areae (the gaveled roadway, not Including the parking lanes) . I hope this has satisfied your concerns. Please feel free to call anytime between 7:30 AM and 4:00 PM. sincerely, �f / ✓7 Carl W. Views, Public Improvement Inspector cwv/sop334-89.cwv i + 13125 SW Hall Blvd„?O.Box 23397,Tlgam,Oregon 972?3 (503)639-4171 --_- (F--" POR TANT MESSAGE/—4-71 FOR Z�Z ,7 A.M. L7ATE TIME;`--P.M. OF- PHONE ARE..UDE U B8R EXTENSION TELEPHONED PLEASE CALL CAME TO SFF-YOU WILL CALL AGAIN WANTS TO SEE YOU7 RUSH RETURNED YOUR 9 IAL ATTENTION MESSAGE .50 T 17 L L 00C A Lon'. SIG14 51 LITVI� A Vyff ;�Vr& off" TOTAE-OFFICE PRODUM T6ps and printers, inc. 228-2395 CITY OF TIOA RD OREGON December 15, 1989 Mr. Larry Smtth Building Stry^tures, Inc. PO Box 69 Boring, OR 97009 RE: Street Opening Permit 334-89 (9730 SW Shady Lane) Dear Mr. Smith: With regard to your request for release of the performance bond for work performed under this permit, I will cause it to be released upon receipt of a one year ton percent (10%) maintenance assurance. This assurance .Is necessary due to oboerved trench settlement. A standard surecy maintenance bond or deposit, in the sum of $588.00, will suffice. Sincerely, John S. Hagman Engineering Technician jr/sop334-89.JSH 13125 SW Hall Blvd.,P 0 Box 23397,Tigard,Oregon 97223 (503)639-4171 ----------- BUILDING STRUCTURES 1C. .x.11. ((pMao P.O. Box 69 UTTER BORING, OREGON 97009 (503) 663-4343 nAt December 6. 1989 City of Tigard "Street & storm sewer improvements" P. 0. Box 23397 Tigard, Oregon 97223 �''--�^^^�� 3-54--89 Attn: John Hagman The construction work required has been completed and we are requesting that the bond (copy enclosed) be released. To avoid delay in our payment to the subcontractors involved, we need to receive your release or notification of any additional requirement(s) to complete the work. T have also enclosed a copy of permit No. 334-89 for reference. �EVtry DEC 719�`� WWWbO Thank yoia, SIG "`- X Please reply No reply necessary rry mith, President �I��t� j2./ II � �•IZ Ire 17 �1�.�e,��J, ►� u004 L>� A&A. �r s+ LV-Q, C)LAL A4 �aS ail a(3o a i4., DVI Lw,Wzul � � I INSPECTION NOTICE City of Tigard rig�de`dartment P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspeclion A—' —7 !�d n inn i✓`5 111u— Date Requested _ Time 67'2 A.M^._,)- __P.M. X---- Address 23J��'�� __ __ _,_ Permit #-A-Q-334--�Lq Owner Vj Q t 6du wLot # Builder _— - - -- ---- — — The following Building Code deficiencies are required to be corrected! T s� V►UlN 40 r� A kc _ iAtJl f\ I 1 A AL j — I —M + Presented to �zi r 4 Li Approved Inspector _ ❑ Disapproved Date - --------- CALL FOR REINSPECTION ❑ YES I-] NO BUILDING STRUCTURES 'NC. OF TMUSE0"T"TrUL P. O. Box 69 BORING, OREGON 97009 (503) A i't ENiInN -y TO '0- PE WE ARE SENDING YOU Attached i.J Under separate cover via _..._the following items: E❑ Shop drawings ❑ Prints 0 Plans ^^❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order _�/�� COPIES DATE NO. DESCRIPTION C&7VAI fotre I/'�d r6 c C,90 `37v t1 /�' '��d,,r/ 37, rHESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Reeubmit copies for approval For your use ❑ Approved as noted ❑ Submit ropies for distribution As requested ❑ Returned for corrections ❑ Return---corrected prints C1 For review and comment I-7 ❑ FOP BIDS DUE L 19Ll PRINTS RETURNED AFTER LOAN TO US REMARKS OW 4Akc,�. 725 f�I.P�S' 4:z /Si M�1''fG COPY T4 - S NEDl: rMIdICi 110' �r pt'ry rmn.,a.a ori., It or.cloaures are not as noted, kindly nobly tie at o a. APPLICATION - STREET IMPRq' 'MENT/EXCAVATION COPY TO: ORDINAn�.E NO. 74 14 (WHITEFILE (YELLOWW)•INSP. (INSTRUCTIONS ON SEPARATE SHEET) (PINK)-OTHER AGENCY-aIDre (BLUE)-APPLICANT APPROVED APPLICATION NO.: ._379 NOT APPROVED (] CI I' OF rIGARD, OREGON FEC AMT. S _._234.96 PENDING FEE. PMT, ❑ CI-rY HALL RECEIPT NO. t PENDING SECURITY ❑ PUBLIC WORKS[)EPA RTMENT __ PENDING AGENCY "OK" [] Applivation and Progress Record MAINTENANCE BOND PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION AS REQUIREU ANNUAL PENDING VARIANCE 1-7 EXPIRATION DATE: One Ytar PERMIT NO _334-89_____ DATE ISSUED: � '_��i�/ c >�_ , BY. - - (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL_ Street and Storm Sewer Improvements AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT Building Structures, Inc. PO Box 69, Boring, OR 97009 Ph. #663•-4343 NA �-----ADDRESS CONTRACTOR .,__WAIF__-- ADDRESS---- —'--..--GTf''v---'--------j;FIONE - --- PLANS BY Compass Corp. 6564 S.E. Lake Rd. , Milwaukie, OR 97222 Ph. X1222-4652 NAME ADDRESS city _PHON ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST). $ , 5,874.00 - DOLLARS (2) EXCAVATION DATA: 0.04 x"Ict N.00 : 234.96 STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CJT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM 4 QUANTITY STREET OPENED SHADY L NE (Se Attac ed Pla ) INSP R rto E Q ESTIMATED STREET OPENING DATE:_ / / S ESTIMATED STREET CLOSING DATE: _ _ / / g D STRE SECURITY AMT.: E _ — CLOSED — (3) SECURITY NO.SS56S'4a Le S674.00 CLOSED SURETY CO. __— L'CC2. K.5.___,_C�_ ri�c� FINAL CERTIFIED CHECK CASH SON D_S'C INSPEC. (4) PLOT PLAN. INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS /CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT. r� 1. All work shall conform to City standards and specifications ( ) I and to the attached plan. Traffie -- a i9e pFqvi-d" f o by the contractor. The road shall NOT be closed= traffic flow A� x must eF ainEaine . SHADY LANE _ _ Mike Mills, #639-4171) 24 hours prior to starting work. r site - -. (9730 SW Shady Ln.) —� (5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAV 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 THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. APPLICANTS SIGNATURE �7 - DATE ci'ry or: 'ri(3ARD FECEN"T OF PAYMENT' PEC NIJI: 00104988,.-. CHF.--(,:I%' AMOUN T : 777,9. 86 BUILDING STRUCTURES, iNr,•, Cr:Y:--"vH API(JUNT i * 00 F. O. PDX 69 F'AYMENT DOTE : 0F3-A 6--G9 DORINB, 01--� 97009 BLOCK No, 1UPPOSE OF F'AYMF-.'NT AMOUNT PATT., F'tJRF-'05E OF P ..)Y[IF-1411 PUIL-DING F'ER'MIT (89177,6) 00 11IFF'OVE.MENT F'ERMITS Yl'AM E-'ILIIL.D PEPMIT TAX (5%) 41 90 SE'WER C(jl,4NECCJ TJ ( 1-7-4VT 1 1.25,0.00 SEWER USA 4,000. DO SEWER INSPECION 75 0 STREET SDC 900. 00 SVIOliM GRAIN S1117, 500: CIO ii)i*: -Y PJ II TOTAL AMOUNT FAID BUILDING STRUCTURES INC. MORIN(;,ORF(30N 97009 9818 I)n 1C INVOICE NO bESCRIPT10N -T NVOICE AMO, DEDUCTION BALANCE 31689 Denny Pearson Project $7739.86 9730 SW Shady Lane 7V,CHECK DATE 8-16-89 9Wl S TOTA $7739.86 PLEASE DETACH THIS F,01 1, IN-,Il 14F THIN FOR YOUR RECORDS STREET OPENING PERMIT PERFORMANCE BOND BOND NO. 5556568 KNOW ALL .NEN BY THESE PRESENTS that we, Building Ftructures, Inc. as Principal, and ,X SLLECO INSURANCE COMFANY Ol' T.MERICA as Surety, are jointly and severally held and bound unto the City of Tigard, Oregon, in the sum of five thou42Lnd ei hct t hundred seventy-four end no/100 Dollars ($5,874.00) for the payment of which we jointly and severFlly bind ourselves, our heirs, executors, administrators, s+iccessors and assigis firmly by these presents. THE CONDITION OF THIS BOND IS SUCH: That whereas the Principal herein has made application to the City Engineer of the City of Tigard for a permit to Y install street_ and storm sewer improvements _ within the City of Tigard right-of-way of S. W. Shady Lanes in Tigard, Oregon, under the provision of Ordinance No. 74-14 and 76-•11 Code of the City of Tigard, and whereas said application was approved by the City Engineer of said City and a permit issued, subject to and upon certain conditions, directions, stipulations, terms, provisions and requirements provided for in said permit, a copy of which permit is attached hereto and hereby made a part of this bond to the same extent and effect as if written herein and specific reference now made to all the terms, provisions, specifications and requiremer.ts set out, declared and provided for in said permit; NOW THEREFORE, IF THE Principal herein shall faithfully and truly observe the terms, provisions, conditions, stipulations, directions and requirements of said permit and shall in all respects, whether the same be enumerated herein or not, faithfully comply with the same and shall assume the defense of, indemnify and save harmless the City of Tigard, its officers, agents and employees from all. claims, liabilities, loss, damage or property directly or. indirect Ly resulting from or arising out of the operations or conduct of said Principal or any subcontractor in connection with performance or conduct of the work under said permit-, and shall in ali respects faithfully keep and observe all of saicl terms, provisions, conditions, stipulations, directions and requirements, then this obligation is void, otherwise it shall remain in full force and effect. WITNESS our hands and seals this I `-1t-h day of August. , 1989 _BUIL NG STRUCTURES, INC. : Countersigned by: /\Corroon & Biack of Oregon Agent _PO Box 6699, Portland, OR 97207 SAFECO INSURANCE COMPANY OF AMERICA Address � A rney-•in-fact Lynette G. Harris br/Shady.jeh ANCE POWER HOME OFFICE RSAFECO PLAZA OF AMERICA CCC OF ATTORNEY SEATTLE,WASHINGTON 98185 SAFECO 6755 No. _— KNOW ALL BY THESE PRESEMTS: That SAFECO INSURANCE COMPANY OF AMERICA, a Washington corporation,does hereby appoint ----------------------LYNETTE G. HARRIS, Portland, Oregon------------------ its true and lawful attorneys)-In-fact,with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issued by the company in the course of its business, and to bind SAFECO INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly executed by Its regularly elected officers at Its home office IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA has executed and attested these presents 10th June 85 tl, s doy of ---------- --. 19_—.. CERTIFICATE ------------- --- - -- -^ - Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA: "A hole V, Section 13 — FIDELITY AND SURETY BONDS the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer In charge of surety operations,shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of Its business On any Instrument making or evidencing such appointment,the signatures maybe affixed by facsimile.On any instrument conferring such authority or on any bond or undertaking of the company,the seal,or a facsimile thereof,may be impressed or affixed or in any other manner reproduced, provided, however, that the seal shall not be necessary to the validity of any such Instrument or undertaking." Extract from a Resolution of the Board of Diroctors of SAFECO INSURANCE COMPANY OF AMERICA adopted July 28. 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (r) The provisions of Article V, Section 13 of the By-laws, and (ii) A copy of the power-of-attorney appointment, executed pursuant thereto, and (iii) Certifying that said power-of-attorney appointment Is In full force and effect, the signature of the cr-rtifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof " I, Boh A Dickey, Secretary of SAFECO INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of this corporation,and of a Power of Attorney Issued pursuant thereto,are true and correct,and'hat both the By-Laws,the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation 15th August 89 this __ ��-__�day of _____ S 1300 R5 J 08 PPINtED IN U S A N COMPASS CORPORATION ENGINEERING - SURVEYING - PLANNING 6564 S.E. LAKE ROAD (503) 653-9093 a MILWAUKIE, OREGON 97222 Aug ist 10, 19f39 Mr . John Hagman City of Tigard Community Development Department 131.25 S .W. Hall Blvd. P.O. Box 23397 Tigard , Oregon 97223 RE: Street and Storm Sewer Improvements for 9730 S .W. Shady Lane, SDR 89-15 Dear Mr . Hagman: Enclosed for your review and approval are five 15) revised copies of the Construction Plans for half street improvements at 9730 S.W. Shady Lane . The plans were revised per our discussion of August 8, 1989. Also enclosed is a copy of the engineer ' s opinion of the construction cost . If you have any questions or require additional information , please contact our office . Gere Bruce D. Goldson , P .E. BDGewls : 2489 cc: Building Structures AUGUST 10, 1989 ENGINEER'S OPINION CONSTRUCTION ESTIMATE Half Street Improvements S. W. Shady Lane, City of Tigard ITEM UNIT QUANTITY UNIT PRIDE TOTAL is tiding/MOB I Job $ 500.00 S)tAndard "--:urb L. F $6. CC 3C.) $ 54C,.C)C) Sidewal V with gravel. Sq. Ft . 330 $1 . 190 $ 6*,-.,7. 00 Driveway Approach Sq. Ft . 250 $2. 50 $ 625. C.)(") Saw CLAt A. C'. L. F. 22C.) $1 . 25 $ 7 5. C) 12" Base Rock Sq. Yd. 30 $7. 2C) $ 216. 3" Leveling Sq. Yd. 30 $22. 70 $ R- I . A. '... . Favi nq_ Basis Sq. Yd. 88 $5. 00 $ 44-C). 0C i-Atch Basin E a----h 1 $650.00 $ 10" D. I . Pipe with Select L.. F* Fra $ 00 $1920.00 TOTAL $5874.00 ll � J �1,14,Ct�s.3,f'c'� ��.�•�.�Iv.F c ....,.y. 1n('r E'si'�-+1� 74 JPORTANT MESSAQE) 1 1 FOR A.M. DATE TIME R.M. M O AREA CODE NUMBER EXTENSION TELSMONED PLEASE CALL CAME TO BEE YOU WILL CALL AGAIN —Hjl WANTS TO stp mi RUSH,_` _ RETURNED YOUR CALL SPECIAL ATTENTION _ MESSAGE SIGNE - - --- - - ------- —— I.ITHO IN U.BA TnPN 3002P N COMPASS_ CORPORATION it - c ENGINEERING — SURVEYING — PLANNING 6564 S.E. LAKE ROAD (503) 653-9093 S MILWAUKIE, OREGON 97222 ,Iu1 y 213, 1989 Mr . John Hagman City of Tigard Community Development Department 1.3125 S .W. Hall Blvd. P.O. Box 23397 Tigard , Oregon 97223 RE : Street & Storm Sewer Improvements For 9730 S .W. Shady Lane, SDR 89-1. 5 Dear Mr . Hagman : Enclosed for preliminary revie : are two (2 ) sets of construction plans for half street improvements at 9730 S .W. Shady Lane . Based on a site visit and design survey we find that Shady Lane has little or no vertical grade. We propose connection to existing storm sewer system on the north side of the street. Enclosed is a storm drainage analysis, please note that the proposed building extends with service canopy and footings across the entire lot . The property to the east is still undeveloped and the existing drainage is much closer to the street which should be used for storm drainage solution to Shady Lane . If you have any questions or require additional information , please contact our office. Scerely, 1 Rruce D. Goldson, P.E. BDG:wls : 2589 cc : Building Structures RECEIVED JUL 31 1989 Community D:aelapment i COMPASS CORPORATION / ENGINEERING-SURVEYING-PLANNING 6564 S.E.LAKE ROAD MILWAUKIE,OREGON 97222 -�- TWHONE 653.9093 -J v 1991 �-�1 Or�-N\ ✓2P1�u t'� t► �noN V t.1 .1��M �v� � ►� PnovG-IIAz.NT DG-Si� N �� `t">N-e1-C- -"m 3 - 4 NCk S�I 1 (Z is FCo ICc (opTourz to 4-p b �) LAf\1IQ 5ovr tl o r eoopo3%W cvil 5 02AvN� 5o\s Tt4 v csz;) ( 72-001 Z X001='1 = O I I kc . I�� I�ZCN►'I�n � V�F'C�II'V��r� T L6 n dlNg "�•- -2 O ,O � � OREGON 4-- O' OI I � IQ' 0 ? 2 - �� a GOU Li I)o CA 'Q z Cp , 8��3, �o�C o , � � � � I . ► 8 �� . �-�x-ls�--�ry U b �37. c� �ro�c�gEfl . , I � Y1 = l� S = Ic00, 9`1 = 2119/204 = 0-011 o'a }�j20�oS�p � ON'I'�I f3uTt0�•� IS ��a 5 i•q� � �- i C PN�1C'�o TABLE VIII - CHARACTERISTIC RUNOFF COEFFICIENT CHART Values of coefficient. C Land Characteristic Average Gradient of Terrain Less than 2% 2% to 7% More than 71; Asphalt or concrete 0.85 0.90 0.95 WOW Roofing 0.85 0.90 0.95 Grassy surface 0.20 0.25 0.30 Bare soil 0.30 0.35 0.40 - 40 - TABLE IX RAINFALL INTENSITIES FOR EAST WASHING ON COUNTY (for Ranges 1 & 2 West) Rainfall Intensity (inches/hr) TIME OF STORM EVENT - YR/(PROBABILITY) CONCENTRATION (MIN) 2 5 10 25 50 100 (50X) (20X) (10x) (0) (2x) (1x) 0 1.90 2.50 3.00 3.40 4.00 4.50 5 1.90 2.50 3.00 3.40 4.00 4.50 10 1.30 1.70 2.20 2.50 3.00 3.50 15 1.10 1.40 1"80 2.10 2.50 2.90 PO 0.90 1.20 1.50 1.80 2.10 2.40 30 0.75 0.95 1.20 1.40 1.65 1.90 40 0.60 0.75 1.00 1.15 1.30 1.60 50 0.55 0.70 0.85 1.00 1. 15 1.35 70 0.45 0.55 0.70 0.82 0.95 1.10 100 0.40 0.45 0.55 0.67 0.75 0.90 180 or 0.35 0.40 0.50 0.60 0.70 0.65 more - 42 - TABLE XI OVERLAND FLOW TRAVEL TIME OF CONCENTRATION (MIN) LENGTH OF AVERAGE GRADIENT OF TERRAIN OVERLAND FLOW (FT) 1% or 2% 4% 7% 10% or less more A B C A B C A B C A B C A 6 C 50 11 6.5 4 10 5.5 3 8.5 4 2 7.5 3.5 2 7 3 2 100 15 8.5 13 7.5 4 11.5 6.5 3 10 5.5 2 9 5 2 200 20 11 6 17 9.5 5 15 8.5 4 13 7.5 3 12.5 7 2 300 23 13 7 20 11.5 6 18 10 5 16 9 4 14 8 3 4GO 26 15 8 22 12.5 6.5 20 11 6 18 10 5 16 9 4 500 28 16 9 24 14 7 22 12.5 6.5 19 11 6 18 10 5 700 33 18 10 28 16 8 25 14 7.5 22 12 6.5 20 11 6 This Table is to be used for Sheet Flow conditions only. SURFACE TYPE: A Grasse B Bare Soil C Rooftop/Paved .4no - 44 - J Y1� b \ LD LD Y Iv) Y t ❑ ) �` 1 Qi x 111 \ :� 1 A IN, [ , x II�f a x WLo > in t Ln I fv l �u � r•:-�r_Y��Wf 1 u� � �1 LD �� 1 x ►� (�� . o Ln to x N-- h (� m 1 x DX t \ in \ t0 x L Y ID xa. (''\ \J \\ \ In Y ' v LO X a v• to to LO u b % fu 1 Ln ID In ® x a LD r l7 N LD 3% Y / x \� L r rl\ I Ill d 07 x m i 61 \ to 1 tp \, u 1 I tD x i x � _ I R; 2 dl X 1 d _ D to JOINT APPLICATION FOR PF,RM RECEIVLD U.S_ ARIfY CORPS OF ENGINEERS JUL 18 1989 SPATE OF J: c:;f , 11t• BION OF STATE LANDS Comuck Dric*..r:':-t W11EPYAS Deperteant of the Army permits for p",pused va.k to or affecting navtgable waters of the United States, the d(seharge of drodgod or fill suterla tnfa thosewaters, and the transport of dredged material for the purpose of dumping it Into seven voters are outhorlr•d by section 10 of the Inver wnd harbor Act of 1699. Section 404 of the clean Water Act of 1971, and Bootie" 103 of tFe Martn• Frotertion Research and Sonetuartes Act of 1912, respectively, --AND---permit• for that pert of theme pre:ject ■atl.'trtes wh'_h includes the removal or [111 in the wetarvays of Oregon of rock, Brevet, silt, and slay are euthortsed by the State of Oregon under O.R.S. 541.601 to 541.69!---Tin 1B ArPLIUiTION WILL N1ctT TIM RLQCtSE/ W" OF SOTS ACTMC1W a Carpe of A SLare of Oregon It w e V n Y a r pf"^" of River Loral Waterway _ Ash Creek_ _ Mite ? apse Ash Sect fen 35 -- township _- 1S �_-- -! RanRe rsttrated starting Cetfmatad Completion Pat* of Project August 1, 1989 — Date of rroject September 31, 1989 "ANL Of AUTHORIZED APPLtCAMT �DENNY PEARSON ArXRT BUILDING STRUCTURES INC. Add-ass -_16119 S. C 1 ack amas R i ver Dr. Address P. 0.- Box 69 city, state, City, state, lip soda _ _ Orion City, Oreton _ zip ted. Boring, Oregon 91009Area Area Arra Area Phone: Work L_�-none Roma 603 ) 657-_0774 phonal Mork (503)663-4,143 _ Rome (S 663-9345-- - PRQ1tct R. G. Piersall Jr. Ar`a rArms sRrcRvtsnA _ Phone: Werk �3) 663-4343 Renin S,U3Z630-5134 rRnPERTy (1uIlERIF OTIITR TRAM FROJI.IT APPLICANT Denny Pearson ADWSA __ 9730 S. W. Shady Lane Address 6119 S. Cla City, County,, State Gksllfld� l_V r._--- Lip Crde —, ,guard, Orpgnn 97273 -- — city, State, Assees..r's Rarc•rds-- Zip code Oregon Cit-Y._OrU�n--- Shawn on Nap 0 $1,}_5]W_, Ta,t Lot Area " ' Name o[ phone. Mork ( ) none — Rohe ) 657-0774 Subdivision tnt Block In orfs to expedite the processing of this application, the following city and/or Bounty department, vhf^Ih has local lurtsdl.t(os over the proposed project, has been contacted: Name of Depaleuent: City of Tigard, Community Deyg 1 gp_me ►fit Dept . Address: 13125 S. W, H 1 fL1j_da ti aard.. OR 91-223 Phone Numher: _-._Wj-- st -L 4171 ArPROVALT OR CtRTIr1CATIONS applied for or already obtatned from other agencies (Federal, Interstate, state, county, etty, area) for any of the proposed projects described in this applieationt issulnt Aeener TipR ul Approval dentillcatien_f Pate o[ Application Data of Aoptemhk Nrp Pots SSR (x-r 1 gen l41-11-Obi-PO iticlflAUte S Nae any agency dented approval for the activity described herein or for any other activity directly tel4ted to III Yea Cid No If yea, pita@• explain in Remarks. AojolNlNC PROPERTY ON TItE WATERWAY: Give hawses, addresses, and phone numbers of ou.nero and/or occupants. lax Lot 100 Tax Lot 900 Jack Baring Geo. Join U. Dorr/Patrick M Dorr 2414 Broadway N8 9770 S. W. Shady Lane Vancouver, Washington 98663 Tigard, Oregon 97223 PLUSE EXPIAIN IN DETAII. your plans to restore the area to its natural condlt(on. Excavate 2' wide trench for sanitary and storm sewer line installation, place 6" granular rock for bedding pipe, then backfill with native material for cover. . itG;nFTL1T10H FUR WILL Olt REMVAI ; Fill. will, 1t1V01VE —_10 cubic yards annually, and � 1O-- _ cubic yatde for the total prijact. Rlptap U Rock Gravel C, Send H silt U clay (-J organic RriuvAL WILL 111VOLVE 25 cubic yards annually, end __25 cubic yards for the total project. Rock Gravel Sand silt , Ll clay ITSCRINE 1N DETAIL 111F PRI)POGED ACTIVITY---Its primary purpoes and secondary purpose, if any,--intended use (ptivetr Public, coamerclei)---type of structures and ties---type of vessels using facility--•facilitits for handling waster-- type of tnnveyanre and Burner of extraction of any fill or reaxtval---the Quantity and tompcsltion of, ata) Elle @onrce and dtfpo@e) ilte@ for ally fill or removal. (if additional space i@ needed, use plain abort of paper.) To provide a 6" sanitary sewer line installation and 12" storm sewer line to daylight. at llsh Creek . Using a 6" granular rock bed for, pipe placement, we then will replace nat 've material and grade to match existing. This will provide both sanitary and storm sewer to serve a new small commercial auto repair facility. Equipment will be a small rubber tire back hoe. Arpifcatlon to hero-by mole for a permit or permits to out'.--ire the activities described herein, t certify that 1 se, (4011141 will- fhn info_autlon contained in this sitplical,lon, std that, to the b-at of my knowledge avd belief, ouch inforv%stfoc is true, eotgrlate, and accurate. I further certi:y that I posses, the authority to undetraks the proposed e'tivitles. AU st"tur of Applicant or Aut o it J Agent IA lr;r 1tx)l provides in Pett: "11ho.•�et, In any manner within tl:e jurladfctlnn of any departmen . of the U: Itad States knowingly and willfully falsifies - - , e materiel fact or makes any (alae . @t4tem4at or , used s'l,, false dorunent shall be ((tied not more than $10,000 or Imprienned rot more than five Yost@, or both." i I' s.err coI r r. l ("Pot, tip) I ASrltt►ryrr ►n.err . L ra 41,1.e.• , ti , rIrnldhAlto".Ar •ON RIP CNS C h ' a r �� wr041,lr. u t Gn , Hnt ! fit r •� 1f', �I�I __ •-_--�4` , � C'.W' SI�J�UYY LAIJF •- r 1 •JAI ttt ttr R 1 _ } c_ ek go `Ir'tir mr' — . -:�er`i i ##`�is•.rNr �'L la'T" si.�;i.' e RrtnRru�j—� r'rr. tt r 10.1/)tltrefururr..lrrnl rl �•• t.r.r. � �♦♦dr/.e» lu.rL N .A. T.► r nttM (•••F gni4.1 Ue. 2l. hers ! r f�etllRUG IURES, INC. � a �r P Q BOX 69 � 31 �,()M NG OREGON 97009 (503)6634343 (IN-rein r) ( j 3rl 4-,1 a + 1 0 .... r r, titleget , m 14 --��E , r Me PL I I it //1 l i--1.X rii"r'�r � •� (NtttO ( il.rfllRt'�.• �r ti r rIt Tr_ /opo P '� � ,' 4 - j c r 3/ rjJ7 pF Iz '�.► } v) SroQ,tt ga Via �-"b.t.' G tol e s s„N,rA ay M Saus,t �rM�' 00000 1, r(1 E Kr St1NG V `, a e,rf_eo*! � c � ^ / SEcrluN04t_ ►ems a a r�4 �• of �u,rPese' J'Ro✓iDE .SANIlThty tj�4917RrgllirF,L vn� j �f, / f' 0 1 �.►tA�t_ eo�NatciAe. Rus..JsSs �'• a,. / i A r):p C el7r PRoPjE2ry uwNE2 s ; it Q. //10 TOIc-K st. DOI. /M1. / �e L-YJ rA 1 rl,vtr;t,rt yP1)noSEJri �1 ►,�irY ffRd,�! OtA W IN : ASO cJeC6K ljeA,A A4 _ / pif�^rT,S.) APPRO K l< C y AICArl; T/4/1,1D ,'rp,V ii VATiuf MA7tFdtL t'ouN•ir; �►`'� (u►ire E)cAUA�ry £ /!Ef"rcE� I,t1ASNrNQ tOr✓ P � � APPocAor j D`,vwy Pepe qrA/– nArs ; 1"1 au(.y ►ye7 .SNfEr- I Aa MEMORANDUM CITY OF TIGARD, ORIMN TO: Viola Goodwin, Planning Aide Respond By____. FROM: Greg Berrv, Utilities Engineer $SIB __For Your Information DATE: June 14, 1989 _ __Sign and Return SUBJDCP: SDR 89-15, Building Structures, Inc. F'ro 1 ect: The applicant proposes to construct a 5,120 scpare foot auto se rice facility with 13 pzu-king spaces on a 0.43 acre site south of SW Shady Lane along Ash Creek. Findings: 1. 'ine applicant has submitted a site improvement including a prelimiroi-y utility plan and grading plan; no public improvements are shown. 2. The site fronts on SW Shady Lane, a minor collector requiring a 60 foot right-of-way. The e-visting right-of-way appears to be adequate but should be verified. The north side of the street is improved wit;i curb and sidewalk. Curb aril sidewalks have not been installed along the frontage of the site although the existing paved width appears to be near the required 4C: feat. 3. SW Shady Lane has a nearly level profile. At least one storm drain inlet should be installed alorxl the frontage of the site. It appears that runoff c ollect:ed in this inlet must be directed through the site to Ash Creek. This would require a 12 inch storm drain in a public easement built to public standards. Furt.iermore, the inlet should be designed for a future connection to storm drainage improvements the City intends tc, install along the side of SW Shady Lane. 4. Storm drainage for the site is provided by a private storm drainage that discharges tc.ywards Ash Creek. 5. The parking lot pavement should have a minimum thickness of 2-1/2 inches instead of the 2 inches shown. ENGINEERING CC:MMI'S SDR 89-12, BUILDING SI U TURF, TNC. , PAGE 1 6. Sanitary sewer service is frau a United Sewerage Agency trunk line alonq Ash Creek. The connection to the line should conform to the requirements of the agency. 7. Land within the Ash Creek floodplain should bp dedicated to the City as indicated on the site plan. Installation of the storm drain and sanitary sewer within i:he floodplain will require a permit from the US Corpr. of "i.neers•. Recommendations: 1. Seven (7) sets of plan and prof_i l e public improvement construction plans e�)d one (1) itemized construction cost estimate, stamped by a Registered Professional Civil Engineer, detailing all proposed public improvements shall be submitted to the Ehgineering Division for approval. Two (2) sets of Elan and profile plans shall be submitted for preliminary review prior to suUnittal of final plans. STA17F CWTACT: Gary Alfson. 2. Construction of proposed public improvements shall not cxmmerxe until after the Engineering Division has approved public improvement plans. The section will require a 100 percent perfoiinance assurance or letter of commitment, an developer-engineer agreement, the payment of a permit fee and a sign installation/streetlight fere. Also, the execution of a street openi.ny permit or construction compliance agreement shall occur prior to, or concurrently ly with the issuance of approved public improvement plans. STAFF CONTACT: John Hagman. 3. The applicant. shall ,,;u mit evidence verifying that the right-of-way of SW Shady Lane along the frontage of site is of a width not less than 60 feet. STAFF OJNI'ACT: John Hagin►an. 4. Standard street improvements, including concrete sidewalk, driveway apron, curb, asphaltic concrete pavement, storm drainage, streetlights, and undeMr-ound utilities shall be installed along the SW Shady Unne frontage. Improvements shall include a storm drain inlet constructed to provide for a connection to future storm drainage improvements planned for the north side of SW Shady Lane. Improvements shall be designed and constructed to minor collector street standards and shall conform to the alignment of existing adjacent improvements or to an alignment approved by the Engineering Division. STAFF CONTACT: Gary Alfson. 5. A profile of .SW Shady Lane shall be required, extending 300 feet either side o.: the subject site showing the existing grade and proposed future grade. STAFF OWrACT: Gary Alfson. 6. The propri—d privately-operated and maintained parking lot and/or roadway plan-profile and cross section details shall be provided as part of the public improvement plans. s`'AFF OONTACT: Gary Alfson. 7. The applicant shall provide for roof and pa-mment rain drainage to the public stormwater drainage system. STAFF OWrACT: Brad Roast. ENGINRERING O144WM SDR 89-12, BUILDING SIRLUIURE, INC. , PAGE 2 8. The proposed privately opPsated and maintained sanitary sewer and storm drainage system plan-profile details shall be provided as partof the public improvement plans. STAFF OWIAM Greg Berry. 9. The applicant shall obtain written approval from Unified Sewerage AgP)cy of Washington County to connect to the trunk line prior to issuance of a Public Improvement Permit. STAFF CUNTIT.Cr: Greg Berry. 1.0. The applicant shall provide connection of proposed buildings to the public sanitary sewer.-age system. A eoarnecfiion permit is required to connect to the existing public sanitary sewer system. STAF7 OWIAM grad Roast. 17 . A permit shall be obta.i.rmed by the applicant from the US Army Corps of Engineers and Division of State Lands, (Authority: Section 404, Clean Water Act, and ORS 541.605 to 641.695) . A copy of the permit shall be provided to tie City Engineering Division b5' the applicant. STAFF (XVIACT: Greg Perry. 12. The area below the 1.00-year floodplain elevation shall be dedicated as greenway - open space to the City. A morazwnted boundary survey showing all new title lines, prepared by a registered professional, land surveyor, shall be submitted to the City for review and apprcn-l_ prior to recording. S'T'AFF OOr7IAC'I: Gary Alf son. Approved: Randall R. Wooley, Ciif_ ineer cp/SDR8915 H:\Word\ ENG.UffM TNG 0144MRS RS SDR: 89-12, BUILDD4G MRtrMRE, INC., PAGE 3 t TD: 41., colt,. +s7�y -�^•ttr-!!/�wL-� -�T.�,L •� C'c.�y�•f1 -!�. 41�f' ...4-Q. � •CICQ. 104 6/r— t:L�/i��K ^i7 ��i�Ni��.��n-/ �� a."�'��1 p�-�•/�.� �2��'�/] �ts,, �K✓C.iL CITY O OF TIGARD, OREGON LTE AEVEIOPM�F.NT RF,VIEW APPLICATION CITY OF TIGARD, 13125 SW Hall, PO Box 23397 Tigard, Oregon 97223 - (503) 639-4171 FOR STAFF USE ONLY CASE. NO. ��y OTHER CASE NO'S: RECEIPT NO. /C75 APPLICATION ACCEPTED BY: Vl- DATE: 1 . GENERAL. INFORMATION Application elements submitted: PROPERTY ADDRESS/LOCATION- 9730 S . W. Shady _ A) 4pplication form (1) __-L aard,_�reWon J vf(t (B) Owner' s signature/written TAX MAP AND TAX LOT NO. 1S1 35BD _ authorization Tax Lot 800 _1 L,-"(C) Title transfer instrument (1) SITE SIZE 181786 S . F . _ AD) Assessor's map (1) PROPERTY OWNER/DEEP HOLDER* Gloria Mae P errV _ ,, '�E) Plot plan (pre-app checklist) ADDRESS _ PHONE AF) Applicant's statement CITY ZIP (pre-app checklist) APPLICANT* _ Building Structures 1 n C . _ (G) List of property owners and ADDRESS P . 0 . Box 69 _ PHONE 663-4343 addresses within 250 feet (1) CITY Boring , Oregon ZIP 97009 x_00 Filing fee *When the owner and the applicant are different people, the applicant must be the purchaser of record or a leasee in possession with written authorization DATE, DETERMINED TO BE COMPLETE: from the owner or an agent of the owner with written authorization. The owner(s) must sign this application in the space provided on page two or FINAL DECISION DEADLINE: submit a written authorization with this application. COMP. PLAN/ZONE DESIGNATION: 2. PROPOSAL SUMMARY - Tlie owners of re(,ord of the subject property request site development review approval to N.P.O. Number: ;illow Construction of an auto -- Approval Date: Service Facility . _ Final Approval. Date: Plar ..ng Engin�sF�rinQ 0524P/13!: R -V1d 50,1 CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW SDR R9-15 PERRY APPLICATION: For Site Development Review approval by Building Structures Inc. on behalf of Gloria Mae Perry to allow construction of an 5120 square foot automotive and equipment: repairs, light equipment use on a 1.08 acre parcel zoned C-G (Commercial General) and R-12 (Multi-family Residential , 12 units/acre) . Location: 9730 SW Shady Lane (WCTM 1S1 35 BD lot 800) . DECISION: Notice is hereby given that the Planning Director's designee for the City of Tigard has APPROVED the above request subject to certain conditions. The findings and conclusions on which the decision is based are noted below. A. FINDING OF FACT 1. Background No previous applications have been reviewed by the Planning Division with respect to the subject site. 2. Vicinity Information Properties immediately to the north are also zoned and developed C-G (Commercial General) . Properties immediately to the east and webt also share this split C-G/11-12 zoning while properties to the south are all zoned and developed R-12 (Multi-family Residential, 12 units per acre) . 3. Site Information and Proposal The property is presently developed with a single family residence and a detached garage. Ash Creek bisects the property from east to west and the creek also forms the approximate land use boundary with the C-G zone on the north side of the creek and R-12 to the south. The applicant intends to develop only the upper portion of t1ta property that Is zoned C-1, (Commercial General) . The existing house and garage will be rent -4-d; the septic tank will also be removed and filled In. A 5120 square foot structure is proposed to be constructed on the site along with 13 parking spaces. The proposed land use will be an "automotive and equipment: repairs, light equipment" use. 4., Agency and NPU Comments The General Telel.hone Co. , the Metzger Water District, Northeast Natural Gas and Portland General Electric have all reviewed the proposal and have no objections to it. STAFF REPORT - SDR 89-15 - PERRY - PAGE 1 The City Building Division has reviewed the proposal end comments that a demolition permit will he required for the removal. of existing buildings. The Consolidated Rural Fire District has reviewed the proposal and states that hydrant protection is required within 250 feet of all portions of the first floor; this is t;r, be measured around the outside of the building and along access roadways. Access to the building is required via an approved roadway to within 150 feet of all portions of the building. Neighborhood Planning Organization 82 has reviewed the proposal and comments that it has traffic concerns, namely, whether_ there would be a potential conflict between Good Samaritan mergency vehicles and in- and outgoing traffic at the subject site. The City Engineering Division has reviewed the proposal and makes the following observations and findings: a. The appli -int has submitted a site improvement including a preliminary utility plan and qrading plan; no public improvements are shown. b. The site fronts as SW Shady Lane, a minor collector requiring a 60 foot right-of-way. The existing right-of-way appears to be adequate but should be verified. The north side of the street .is improved with curb and sidewalk. Curb and sidewalks have not been installed along the frontage of the site although the existing paved width appears to be near the required 40 feet. C. SW Shady Lane has a nearly level profile. At least one storm drain inlet should be installed along the frontage of the site. It appears that runoff collected in th.ie inlet must be directed through the site to Ash Creek. This would require a 12 inch storm drain in a public easement huilt to public standards. Furthermore, the inlet should be designed for a future connection to storm drainage improvements the City intends to install along the north side of SW Shady Lane. d. Storm drainage for the site is provided by a pr.i.vate storm drainage that discharges towards Ash Creek. e. The parking lot pavement should have a minimLm thickness of 2-1/2 inches instead of the 2 inches shown. f. Sanitary sewer service is from a United Sewerage Agency trunk line along Ash Creek. The connection to the lire should conform to the requirements of the agency. g. Land within the Ash Creek floodplain should be dedicated to the City as indicated on the site plan. Installation of the storm ';TAFF REPORT - SDR 89-15 - PERRY - PAGE 2 I}_ !0 / SUBJECT PROPERTY LANDSCAPE SPECIFICATIONS a / Scope Provide all labor, materials equipment and related se*m necessary to furnish and Install all landscaping indicated on the drawings or spealied - 0°I o 1> herein. Landscape Contractor is responsible for find finish grading, soil w n 4 y preparatlon for trees, shrubs and seeding and planting of tram shrubs and ?1 200 300 . Q Q > Qa Rough Grading: Final ro++gh grodes Inciuding the constructlon of berms will be setablished by the General Contractor (±3 Inches finish grade). Z S.W. SHADY LANE X �' �� 00 / Finish Grades: Finish grades wfll be established by the Landscape Cuntroct3r. ZOCQ CQ '� Site Maintainence: Dunn all IanJsc planters and ~'' Z O / 1200 11100 / / � � g ape wain; keep pavements, — 900 8 i 700 / buildings dean and unstained. F eep work areas In an orderly condition. Remove .40 all litter and waste material from site. GAF-�'� / / Warranty. Warrant all plant material after final acceptance for duration of one 1 A z 1300 �� S� �� full year. Replace plant material of some size, condition and kind as specified O Z �, �'Z P� , ' 500 In the plant schedule except replacements shill match caliper and/or height ��• O z 1j 4 attained by other plants of the original planting. � V y +n Topsoil: Provide t � � � � � oPBoll which is dean, fertial, natural loam obtained from a local '�-� (n o 1000 1400 / P��` well drained source free from debris, roots, stones, weed zeds, or other roots or 410 r. c� p 400 3 grosses, or other foreign matter. 7- _ �, En 10 J c, Z Oa Mulching Mulch shrug and groundaaver planting beds with 2 inch layer (minimum) co of medium bark mulch within two days after D! tin . ADPIY mulch evenly with H --T - dean and consistent edges. QD a I 000 Irrigation: Provide a complete automatically operated underground tions tem � �114 � �- for all planting areas. Submit system design proposals to Genes+ Contractor for PROPERTY IN FLOOD approval. / PLAIN TO BE DED- ICATED TO CITY OF M*talnence: Provide complete and appropriate malntainence of all planting areas TiGARD for a period of sixty (60) days after planting or until final acceptance by General Contractor - whichever is longer. rn o � PLANT MATERIAL LEGEND - � °' M - Wf QUANT. COMMON NAME BOTONICAL NAME `AZE REMARKS m O C) rL•M LOCATION MAP 3 LOyDaV PLANE7RE.E PLATANUS ACERIFCUA 2." CAL_ B&B O (� O � Z Z I S NO SCALE 2 COLUMNAR NORWAY MAPLE ACER PLATANOIDES 'COLUMNAR' 2' CAL B&B 16 MUFHO PINE-- - PINUS MUGO MUGO 15'--18" CONT. Cr O 0 6 SCORCH PINE PINUS SYLVESTRIS 5' B&g m 5 BI-UE PETE]` PHODENDRON RHODODENDRON "BLUE PETER" CONT. _7 ZABEL LAUREL_-` PRUNUS LAUROCERASUS 'ZABEUANA' 18'-21' CONT. 1 33 FRASER PH,;T?%li,A PHOTINIA FRASERI11d -�" • � (7) ZABEL LAUREL 13 FATSIA _ � CONT. _ FATSIA JAPONICA 18'-21' CONT. (13) FATSIA / (33) ERASER PHOTiNIA -- _ COVER KINNiKINNICK ARCTOSTAPHULOS UVA-URSI 1 GAL 32' - - _ I --- KINNIKINNICK I CANOPY ABOVE A.C. PAVING \ (2) NORWAY MAPLE \ KINNIKINNICK ,,,, E-4 z (16) MUGHO PINE I I \ 4" CONC. WALK 1 0 w (EXPOSED AGGREGAiE) z I ROWNG CHAIN. 41:4 U) LINK 8 HIGH A.C. PAVING GATES J ( (3) SCOTCH PINE E- CANOPY A13OVE . o .� BICYCLE RACK 8 _ E--4 z 4" CONC. SLAB AI N Cn I PROPOSED BUILDING � o C,, O O (3) LONDON PLANETREE (5) BLUE PETER RHODENDRON z / I 1 LU O r� Q � 2 10 i t1IE N COY, ' `- PAD-MOUNT H.VA.C. UNIT C` LANDSCAPE FLAN �, FORTL'{INDiy• OREOUN i KINNIKINNICK - (3) SCOTCH PINE / `-Ui SCALE: -" DEVELOPED SITE AREA SHOWN 18,786 sq.ft. PROPOSED BUILDING AREA 5,120 sq.ft. s 27.3% 0� LANDSCAPED AREA 3,169 sq.ft. - 16.0% `\ NATURAL GRASSES AT SLOPE 667 sq.ft. - 3.6% PAVING AND SIDEWALK 9,830 sq.ft. - 52.3% SHEET NO. OF � NORTH TOTAL ROOF AREA 7.589 sq.ft. - 40.41 sss■s PARKING SPACES PROVIDED 13 - 1 SPACE PER 482 sq.ft. BLDG. AREA tj S FIEV ST . OPN . PERMIT NO . 334-89 o OF A � PROJECT NO. CORDON rLYt PRINT•.'n POWMA"o.ON j]1 ...+•rte" ..»,. _.. .._..._�._., .. M�-;. -�u+^N�-. . .. 1 . ��+... .p...+.�..u- P_—. ; , ^:�-;.-+Ylii+.:_: _... ,, ..•+..wr•.+..+w•.. ... ,aw P'atlN:4:.".:bL"iP, ., �.,� ..r ..., ., . ..,. _ . ...- _.._ .. , +.� - -- ' . ( .nvMMq.JYN.':H�,K,1,......w+.a:....., ,,,,rr.++ .. yriw,,. t ".«'i�, .. ... ......... __., .. .� • ��.�w��.�t�eTrr�.-.. ... .. ..._._._. ....•».--+.-_- �#e•'4:' �11 �I1 111 11111 + + +I I (` + � II I f l 1 1 I � I I I ► I I I I i I}I I I 1 1 1 1 � 1 1 1 1 I V I I I 1 1 1 1 + 1 + + 1 i I +li + + I I i l f l + 1 1 + � I t + + I III t ! ILII 111111 � 11 �1111 � 11 .III� I ( IIiIIIIIIII � IIdIIIIIII IIIIIIIIIIIIIIIlIl1 __,. - _ . .....,.. t %� _ � � � � NOTE: 1F THIS MICROFILMED 1 _2 - 3 -- '4_ J 67 � 9 h0 I I 12 � DRAWING IS LESS CLEAR THAN THIS NOTICfe;'TT IS DUE To jf QUALITY OF THE ORIGINAL DRAWING. - - - - -- _ -- -- --- — --- ------ - OE 62 9? LZ 9? SZ OZ EZ ZZ I3 OZ 61 Bi LI 91 91 t►I E1 ZI 11 61 d 9 L 9 S b E Z 1"•1'" I I ►I I I I I I I I � I I � r I- ` 1x11111111+111 illllnll +n+lull Halal 111111111 111111111 Iu+lul+ osis++ +n1111111t11111111 IIIIIIIII 1111111+I IIIIIIIIIIIN1111111111111N 1.'IIIII+ I+It11111111UI11111111L11111111111111111111IIulIll11111111111111111 InII1111IIIItIIllIWIll1111IIlIlIIIIIUUIIllIc11111I1111I11llIIIN MARCH 30 19 92 W Q- TYPICAL METAL ROJANG � B B ON "Z" PURLINS `,IZE h A f SPACING DESIGN`_D BY � MANUFACTURER m �Ko _ } o B F u z o o T/ I cr oscr BE/,M U X00 - —— _ e' c.M.u. �p B C A c:;1 A � z W N 40 in 1.1 I A M I _ C z N in A _ 0 0 5.0 STD. PIPE COLUMN ;�C - U y -, T Lu cr 6'-0' HT. CHAIN- UNK GATE l �r lj 14.0 CONCRETE PIER A A O 6'-0' HT. CHAIN- r r� r r� it LINK FENCE �� r1111111111111 3 Co a Co a --- / F.F. °aN ivD It A F.F. � -- r� L_� ---------- .-_—�_ ; rNE NORTH ELEVATION .TYPICAL METAL ROOFING ON 'Z' PURUNS SIZE k L---_J/ I-------- �.-- 7 SCALE. 1/8' 1' - 0" SPACING DESIGNED BY --- - ---- MANUFACTURER C O M D1 SECTION Q D1 1 `L 3 Al 4 5 81 A 7 c g c 6 E .� 7 SCALE: 1/4" - 1' - 0" r 00 co m b z td i\ M CL p inB 8 1/2" 'Z" PURLIN - - — F D• MTL. ROOFING _ — ` — PRERNISHED COPING BEAM — CHAIN - LINK GATE • y y y y Y y �7Cz-7 [ y y �' �_ r7y ' z�L� C7'� t V -- - — -�_ �c J 10 10 10 10 105D 105C 16 GA. BENT PL-�F /� 10 _ t 1 — 0 @ @ V C� 8 1/2" PURUN - _ M A M E 400 SWINGING COVER M PLAIN CONCRETE BLOCK (PAINTED) A 4'-A t� METAL SIDING # PORTHOLES FOR SPOT FACE CONCRETE BLOCK (PAINTED) TYP. BOTH SIDES MONOXIDE HOSE TYP. (6) PLACES EE EAST ELEVATION PREFINISHED METAL SIDING rr END C1 7 SCALE: 1/8" - 1' - 0" I 6 5 B1 6 QA B K B AA A B p C C D rj - /' '✓ in I I I W I I 6'-0" HIGH CHAIN I I I LINK ROLLING GATES A d I I 5"0 STD. PIPE COLUMN CONT. 8 1/2" "C" GIRT - I I / A STRUT 00 M W L ' GIJRT CUP - rSE SOUTH ELEVATION _ E2, EAST ELEVATION UNDER CANOPY I 7 SCALE: 1/e' - 1' - 0' 1' - 0" 0 I PREFINSHED MTL 7121M �• 7 SCALE: 1/8 I I 4'-0' A FASCIA DETAIL 7 " TYPICAL METAL ROOFING B1 Al SCALE: 1 = 1 - 0 6 ON 'Z" PURUNS SIZE k 5 4,1 5 3 2 D1 Q � SPACING DESIGNED BY 5 C 0 PREFINISHED METAL COPING MANUFACTURER * A � $ w 1'URI_iN ANGLE _ __ — - 0 � M E _ 1.LLLJ..I� u MTL. ROOFING. ___— — ---- — -- � p•Hill L.S. F F D.S L,1 0 a aac F a o --- ---- e IL -INDICATES ELEMENT TO BE' 131.1 NOTE. DESIGNED, DETAILED AND -- --- SUPPLIED BY METAL BUILDING -- MANUFACTURER titi BL LLI PORTUNn E60M 2 8 1/2" "Z' PURLIN - LEGEND _ cl , - �--8" C.M.U. WALL BEYOND 00 WINDOW SCHEDULE SHT. N 4 !�- STL. BEAM DOOR SCHEDULE SHT. 4 '-0' A ---- —A — ----- -- A n ROOM SCHEDULE SHT. 4 TYP. BOTH SIDES SHEET NO. OF k END 100b1ARONARY REINFORCING SCHEDULE SHT, � 2 K_B_N� TRIM DETAIL KWE WEST ELEVATIO'J 7 SCALE: 1' 1' - 0' 7 SCALE: 1/8" 1' - 0" REV. T . OPN. PERMIT F0 . 334-e9 ' PROJECT NO. pa0 = , . e . ... .+.x.lRMt.uw:WNw�w4s w.r ..i "•^w'_" 7� � � ._ r rte-,- .' _,f '., . .b,.... .. .._....- ..,�;_��"�' ,., "fes 3'�.�.''..:. in.t::+�..'�1'M�ik'!►r s+•:r•^,:.. , =`�,1.l. wew,.+.wrw...•nr .. , ��.. ..��i"..,.� �rif:. �I+I��+III+I+I�I+�+I��il+lEl►I+II{ill{11�111I+I11111I1�TI{Yl��l+�llll�l�lll�lllllllllll�llrlllillll��IIIn�IIIIIIIIIII1111�Ililili�+Illilililllili�+l�IilIl111IIIIIII�IIIII11+{�IIII11 c 7 8 9 110 I I 12 NOTE: IF THIS MICROFILMED �-- --------_•-- — - DRAWING IS LESS CLEAR THAN + ' THIS NOTIC6,--IT IS DUE TO THE.- QUALITY OF THE ORIGINAL DRAWING. OE 6Z 92 L2 9Z SZ 02 EZ ZZ IZ OZ 61 61 LI !11 III ' iIt EI ZI II 01 6 9 L 9 S b EL.. Z II-�•�� • �- � ��IIIInIIIUI�uuIII�ILII�Innhlnlllil�ulllulll►11ilul+luuli+ula+�I+m{teulnn�nI111111I1111{IIIflllll{II�Ilnnllluhr111uI1I►III�I+ItI��!+IIIIIIIIIIIIIIIIIIIIlII111I1111II111I1111I111jI1�►�JIIlnullulllulliulllu111wI�lUl�uuluu11111I11uI111.11nulll�llull Lm- } MARCH 301992 ------••..r...�.._—.�.— --....-.rte _ .—.w..—.._ -•�..�.......—_.... _..___. •__- _..__. q�� ,.,� .-,w .._ -. "� ," ._ drain and sanitary sewer within the floodplain will require a Permit from the US Corps of Engineers. No ther comments were received. R. ANALYSIS AND CONCLUSION Section 18.120.180 lists the standards whereby the Director (or designee) is to approve, approve with modifications or deny a request for site development review approval. In addition to those contained in Chapters 16.120 and 18.62, Commercial General District, the following sections of the Tigard Community Development Code are also applicable: 18. 86, Chapter 18.100, Landscaping and Screening; Chapter 18.102, Visual Clearance Areas; Chapter 18.104, Fuel Tank Installations; Chapter 18.106, Off-street Parking and Loading; Chapter 18.108, Access, Egress and Circulation; Chapter- 18.114, ^igns; Chapter 18.120, Site Development Review; and Chapter 18.150, Tree Removal. The a.aplicantls submittal meets most of the development standards contained in Tigard,s Community Development Code but a discussion on parking and access, fuel tank installation, signage, tree removal and floodplain regulations is warranted. Parking and Access The submitted site plan shows standard r-rking spaces which measure nine feet by twenty feet. This is two feet longer than what the Code requires. The access drive which runs north-south on the property is proposed to be only 23 feet wide where the Code requires a 24 foot width for two-way access drives. Staff suggests requiring a new site plan which shows parking space and access dimensions which conform to Code- required dimensions. There appears to be no conflict with the proposed location of the access drive onto the subject property and the closest access drive of the Good Samaritan medical clinic across the street. a two driveway entrances will be offset by an estimated thirty feet. Fuel Tank Installation The applicant Should be required to obtain permits from the Fire District and the City Building Division pertaining to fuel tank installation prior to issuance of building permits. Sm ir1nage No new signage is proposed in conjunction with thin application. Staff notes that a City aign permit will be required prior to the erection of any sign. The Code will allow up to a maximum of 15 percent of each wall face to be covered with signage. One freestanding sign 1.8 permitted on the property; its dimensions cannot exceed 20 - 22 feet in height and a total area of 70 - 90 square feet: per face (depending on sign setback). STAFF REPORT - SDP 89-15 - PERRY - PAGE 3 Tree Removal Chapter 18.150 contains regulations regarding the removal of trees on developed commercial land. Since it is unclear which, if any trees are to remain on the site during and after construction, staff recommends requiring submittal of a detailed tree protection plan a.-d tree removal permits prior to grading and clearing of the nits. Floodplain Code Section 18.120.180.A.8 requires that where landfill and/or development is allowed within or adjacent to the 100-year floodplain, the City shall require the dedication of sufficient open land area for greenway adjoining and within the floodplain. This area shall include portions at a suitable elevation for the construction of a pedestrian/ bicycle pathway within the floodplain in accordance with the adopted pedestrian/bicycle plan. Therefore, dedication of the land area on this property below the elevation of thea 100--year floodplain. Construction of a bicycle pathway is typically required aG a condition of approval. However, because public access is not available and the location of the path has not been determined, it is not appropriate to construct the path at this time. C. DECISION The Planning Director's designee for the City of Tigard approves of SDR 89-15 subject to the following conditions: UNLESS OTHERWISE NOTED, ALL CONDITIONS SHALL HE SATISFIED FRIOR TO ISSUANCE OF BUILDING PERMITS 1 . 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 bo submitted to the Engineering Division for approval . Two (2) sots of plan and profile plans shall be submitted for preliminary review prior to submittal of final plans. STAFF CONTACT: Gary Alfson, Engineering Diaision (6.39•4171) . 1. Construction of proposed public improvements shall not commence until. after the Engineering Division has approved public improvement plans. The aection will require a 100 percent performance assurance or letter of commitment, an developer-engineer agreement, the payment of a permit fee and a sign instal lation/st.reetIight fee. Also, the execution of a street opening permit or construction compliance agreement shall occur prior to, or concurrently with the issuance of app•-oved public improvement plans. STAFF CONTACT: John Hagman, Enginee:.ing Division (639-4171) . STAFF REPORT •- SDR 89-15 - PERRY -- P,7'3E 4 3. The applicant i3hal.1 submit evidence verifying that the right-of-way of SW Shady Lane along the frontage of site is of a width not less than 60 feet. STAFF CONTACT: John Hagman, Engineering Divifiion (639-4171) . 4. standard street improvements, including concrete sidewalk, driveway apron, curb, asphaltic concretes pavement, storm drainaqe, street- lights, and underground utilities shall be installed along the SW Shady Lane frontage. Improvements shall include a storm drain inlet ccnstructed to provide for a connection to future storm drainage improvements planned for the north side of SW Shady Lane. Improvements shall be designed and constructed to minor collector street standards and shall conform to the alignment of existing adjacent improvements or to an aligrunent approved by the Engineering Division. STAFF CONTACT: Gary Alfson, Engineering Division (639- 4171) . 5. A prof.i.le of SW Shady Lane shall be required, extending 300 :Feet either side of the subject site showing the existing grade and proposed future grade. STAFF CONTACT: Gary Alfson, Engineering Division (639-4171) . 6. The propceed privately-operated and maintained parking lot and/or roadway plan-profile -.id cross section details shall be provided as part of the public improvement plans. STAFF CONTACT: Gary Alfson, Engineering Division (639-4171) . 7. The applicant shall provide for roof and pavement rain drainage to the public storm water drainage system. STAFF CONTACT: Brad Roast, Building Division (639-4171) . B. The proposed privately operated and maintained sanitary sewer and storm ►3 J� IV v- drainage system plan-profile details shall be provided as part of. the ` Q public improvement plans. STAFF CONTACT: Greg Berry. 9. The applicant shall obtain written approval from Unified Sewerage Agency of Washington County to connect to the trunk line prior to issuance of a Public Improvement Permit. STAFF CONTACT: Greg Berry. 10. The applicant shall provide connection of proposed buildings to the publin sanitary sewerage system. A connection permit is required to connect to the existing public sanitary sewer system. STAFF CONTACT: Brad Roast. 11. A permit shall be obtained by the applicant from the VS Army Corps of Engineers and Division of State Lands, (Authority: Section 404, Clean Water Act, and ORS 541.605 to 641.695) . A copy of the permit shall be provided to the City Engineering Division by the applicant-., STAFF CONTACT: Greg Berry. 12. The area below the 100-year floodplain elevation shall he dedicated as greenway - open space to the City. A monumented boundary survey showing all new title lines, prepared by a registered professional, land STAFF REPORT -- SDR 89-15 - PERRY -- PAGE 5 surveyor, shall be submitted to the City for review and approval prior to recording. STAFF CONTACT: Gary Alfson. 13. The applicant shall submit a revised site plan which shows a minimum of 24 feet in access width and nine by eighteen foot long parking spaces. The proposed design for the bicycle rack shall also be submitted for review by the Planning Division. STAFF CONTACT: Deborah Stuart, Planning Division (639-4171) . 14. A demolition permit shall be obtained prior to demolition or removal of any structures on the site. STAFF CONTACT: Brad Roast, Building Divi_Hi.on (639-4171) . 15. A detailed tree protection plan shall be submitted for Planning Division approval which includes locations and types of trees to be retained, an arborist's recommendations for methods of protecting these trees during construction of the new structure and also for maintenance of the .long- term health of the trees. No site grading, clearing, or tree removal shall occur prior to satisfaction of this condition. The trees to be saved shall be protected during construction by fencing or similar means approved by the Planning Division. STAFF CONTACT: Keith Iiden, Planning Division, (639--4171) . 16. The applicant shall obtain any required permits from the Fire District. and the state Department of Environmental Quality prior to installation of the fuel tanks. CONTACT: Gene Birchhill, Tualatin Rural Fire and Rescue District (526-2502) . THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO ISSUANCE OF AN OCCUPANCY PERMIT: 17. All. landscaping materials and other proposed site improvements shall be installed or financially assured prior to occupancy of any structure. STAFF CONTACT: Deborah Stuart, Planning Division (639-4171) . 18. All new signage must receive approval by the Planning Division prior to erection of the signage. STAFF CONTACT: Deborah Stuart, Planning Division (639-4171) . THIS APPROVAL IS VALID IF EXERCISED WITHIN EIGHTEEN MONTHS OF THE DATE OF THE FINAL DECISION NOTED BELOW. D. PROCEDURE 1. Notice: Notice was published in the newspaper, posted at City Hall and mailed to: )( The applicant and owners STAFF REPORT - SDR 89-15 - PERRY - PAGE 6 X Owners of record within the required distance X The affected Neighborhood Planning Organization X Affected government agencies 2. Final Decision: THE DECISION SHALL BE FINAL ON 7/25/89 UNLESS AN APPEAL IS FILED. 3. Appeal: Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of *he Community Development Code which provides that a written appeal must be filed with the City Recorder within 10 days after notice is given and sent. Appeal fee schedule and forma are available at Tigard City Hall, 13125 SW Hall Blvd. , Tigard, Oregon. The deadline for filing of an appeal io 3:30 p.m. July 25/ 1989 4. Questione: If you have questions, please call City of Tigard Planning Department, City of Tigard City Hall, 13125 SW Hall Blvd. , Tigard, Oregon. 7 / �. � 7 PREPARED BY: Deborah Stuart, Asst. Planner DATEI Z12 Q_ APPROVED BY: Keith S. Liden, Senior Planner DATE ETT � N •.w M. fr SITS \ O iMOI1M ASH .,/ � y�Y A •J MOT oA. .. = fitlft —/ —7 f r i t STAFF REPORT - SDR 89-15 --- PERRY - PAGE 7 MEMORANDUM CI'T'Y 01 TIGARD, ORf-GON 70: Operations and Engineering Personnel April 76, 1908 `f FROM: Randall R. Wooley, Acting DirecLor, Community Cevelopme L /\ SUBJECT : Patching of Ctreet Excavations I/fI In order to better• serve the motoring public and to p 'otect our pavements, we need to tighten up our policies on patching of e%cavations in paved areas . Beginning immediately, any excavation in e. pavement shall be patched prior to leaving the job site. Cold mix patches may be used until a permanent patch can be installed. The cold mix patch must be regularly maintained until the permanent patch is installed . Ii- the excavation work is not compleLe at tie enc" of the work day, any portion of Lhe work which has not b,,-on patcl—o must be marked with appropriate barricades and warning signs and lighting. This policy shall apply Lo all work by City crews and to all new street opening permits issued by the City . if you have questions about this policy, please contact Cliff Scott or Randy Clarno. ht/4439D 1R 1 ((►A J \� 1 1 c , �► , 4 tom) 43 ui 117 uo \ °per i m \ r o _ CD ' �`\ \ •1 ` __ - ( S TI + J xw x � p1 � LD LP r• ' ❑ LO lD > a' - x �' t ` In a o x _ •c �1 InIn \ \ rTom X \ n ti LL' ID l7 Jr Tx Y x �y e moo �a x n L c3o � 8 a ( of LJ ( V to x sf tp Z7 x X.�.-1 I fy CD x C1 Y 'C a 5 Y a (yY r� LD 2 x 40it i I LL .. C -4&96 .4:if., Aro J 'T V ♦ 'o in ♦�\ � a 'M CQ� � •rr {p ti a � w � y� � \ •�, a OO O � I ch Oil �4 \ 'b Q I Da J I \ \ odd I". w � AM Q y N 3.0100 t \ U -- '10.01 00 N i off p ,0800 w Q 8� 0+ * 1 Gs • 014 \ cc: ape 00 t � 8 N 00 g o�`s_� - - - - - -- - Op lMtwtat o v Ow —'- _— 1,0100 C Z __ \ on C-081 oil? •,�., t of I \ I V y � � O Np b l M