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12505 SW KAREN STREET-1 I� r I' r A Y � 4 \,V V � ,.7 1;. , f I �MeWWM'rMs7R:'h:.r='YAk.'vm wIIdlNffMla�l'd y., ,,. -•qr!-•7�,...�,r.T.�,..�..,•.,,..�-...-...---+s--•-..-»n-•--'1,r---�...---F"--T'n-----R----^-�1•v�-w-*^ .pt^--+-,-•.,.--.s.-^...--r+-�-•+.4.. •-- ... APPE4CATION - STREET IMPROVEMENVEXCAVATION COPY TO. ORDINANCE NO. 74-14 ® (WHITE)•FILE ® (YELLOW)-IN'iP. 1( (INSTRUCTIONS ON SEPARATE SHEET) Z (PINK)-OTHER AGE (BLUE)-APPLICANT r I APPROVED $I APPLICAT:ON NO.:NOT APPROVED [] Ci'll' OF TIGARD, OREGON FEE AMT.: ; 36^00 — -- PENDING FEE. PMT. ❑ CITY HALL RECEIPT NO.: r•, PENDING SECURITY El PUBLIC WORKSDEPARTMENTBY}: _ -1�� ^DATE. / f PENDING AGENCY "OK" ❑ Application and Progress Rccol.l . MAINTENANCE BOND 8_� ------ i PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED I ANNUAL L' PENDING VARIANCE ❑ EXPIRATION DATE: PERMIT NO.: DATE ISSUED: L__1'.`___._ , BY: (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL A ah�CRV E DRlVPV Ay_AP_F�J_&_TlQ--- EZF1NOy_E�PI,�ACE Uf k'gCI'IV�F .SIU&4VgQWDESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY ftE_y EMENTS. 648 074 APPLICANT _ nyiharttl��3: Alva _ 32')5 NW Glencoe Rd. tiillatx�ra Ot? ------. 1_�],�1_�'r" ■ NAME ADDRESS CITY PHON CONTRACTOR- - Sam ---, — NAME -ADDRESS !•-- CITY-- -T-- FHONE PLANS BY__ - or attached & CIL .StarKliirda,S;x> ci.f icat i.uri# - NAME _ ADDRESS CITY PHONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): E 1.400.w DOLLARS k_SiT_R OFFICE USE' ['MIN. (2) EXCAVATION DATA: X s - STREET DESCRIPTION OGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLETEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM 6 " IJANTIT — .. K 6T — I; INSP C- Krar'en Stccet & 1.25; Ave. Ltat.;hed - ETION u _ j ESTIMATED STREET OPENING DATE: / L.—_ EST ESTIMATED STREET CLOSING DATE: / ED �- — y .00 STREET (3) SECURITY NO. SECURITY AMT.: $W �.. CLOSED -- SURETY CO,: --_-------_- -E --- FINAL - CER71FI6DCHECH Ii CASH D ■oNb � INSPEC.I (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS I CONDITIONS: I FEATURES; EXCAVATION LOCATION AND EXTENT. N - see attached - �— 1 I SIM: 12505 SW Karen 't.1 �v ( work area I n`ni 1 URB -- AREN ';,TRF Rj' I --- 1 - — -Culks Ar it'j ------- --- - -- —_. -- I 1 I 1 (S) NOTE THE CITY OF TIGARD DOES NOT, HEREBY GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGH'!"-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THI: APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONS'''RUCTION 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. 1 APPLICANTS SIGNATURE — DATE L r Snecial Conditions'?rov:cions: .tirork s',a!! conform to City of 7card, Orec Sta^ewes and Scec;f;catio-s. 1 nCte t.le a ached Drawings ant Ce.a.!s. b .�.. Nc'Ify City 1':spec:o' Le, ,a I ho�mnas `7.•a�2."! I .S -Inc `ti'Vr�"(. � Access-t0 and e^ress.`rOm parcg1s Of lana atiacen, t." t^6 work area Shall re a: a:i :Imes. FedeS:'Ian safe:v sial) be. Prcv ;,eC for by the 'aC:Cf ' a, a!! Times. t 4 ' 'ornoval/replacement work and damage repair Work steal: be orno,l) ini:i2<<d and co, ,dieted :c :�le City's satisfaction. No work s;,all be considered co;,oiete until Y :S G vJ�...:l�. / O .. c^ � ;`, Ci:.'. The Ci:y reser'es •he 'i^�. "s 'as;' c and. CeIifiCat!o", of W07K 0' re2i'S i 0 to performed, t0 t..e City's Sa;!SfaCaon, at permittee's exile ise. Erosion conte^I shall be provided for by the contractor. a . la }}f S ..'71 aoplies (pre n0 :,..;cion ,or location of undergrour;c 'ac:!itles, 7. It !s the sc:e responsibility of the peri-i' holder to provide for Drover rich:-Of-entry (and,'or easements) prior to Starting U.'J hero,, of right-of-entry (ant—, properly exec:aed easements) shall be providers to the City. The City shall in no way be cons:; th ;ed tc '*)e liable for e permit hoidgrb faiiure to oD;ai'i or provide for proof °` cf high?-of-en;.y (or easernents). S• SGG ^..�t�C�GA Tr���yL Ccv�'�CI I �P1GZ1 bt�St� '1 PC�� 1 Uti!.:v retca::ons, modifications or repa -s, whi-n may be necessary, shall be timely manner ca' the ex' .:case. Ci+saec-con.sca WWI I �G' ,• y /259 N_ N N N N N_ N 1 — f J N I C J / ��� 21G `' t, jS.W /�j'�i•_ K: RTHERINE/ ET �ti �Q)." I ; IZ;03 121 I I 112103 12111 _ > 12118 12 12 12 20 12115 i i71i� � 12149 12;:+►3 1215,E ' Lu, 12168 12165 ,12 1 7�.. � � �, ''� 3� I�I�l.• y u) 7 \ — Z M 1216812;7.. 1.2001ANN 122.0 47 3 12198ii '19t) i// N 0 N i22oU J 12160 KAREN /ST" r[J12500 n�• 122F� N \Z`60 / f 2E a X250?/ 12506' ti�� I 2 2 l 2300 12 s.17 c' � ce 12350 I 12415 w 12512 C% N 1'23..- a' 516/ c;, w U'`5 ROOK CT, > i F 12 1248., .��./, /12425 / 12370 O u, a L J ---- ,�3 r` 12 4 C 5 2400 12435 w 12410 > 1242 c 17 )2,.42 12445 s+ r 12430 12445 Car 12 x+55 � L 12502 �� — � - u N •�� J r_ N 2500 12545 — • w i 12555 N 1255v ' 1252 _ co v d 12 6 0 0 12565 I 12681 t 126 S2-/ - 2600 12605 r 12625 �' N 12675 Co `Jc� N u� ul cv 2700 s.w:, I PI kol N (,j O N VC 1X294 I •� 12116 col 40 T f, D 'D i / ^J �i •� N r) 1 12121 2287 I + Arm omwe� 1228 0 1 3 �y II 1214 12274 z 11100 4 » ,M 4 14 °( �yyV£Nh9. st("W" N1*N d14'�., i ` 2500 5� z ` ' ll.l o 0 2Jof 52 0 0 6400 3e y O W �' L POINT , 3800 > 26 oIUO.50 INITIAL PT. X00 100 -- o `e' BELIw'000 wa 38 cW ' 5300 W TRACT C N I N 2900 2400 �N W . 1 •N 100 0, 'No =) oz F O N '1 � ? p ¢ 24 �¢ ¢ JJ N '• r °- 3700 •0 2O _ L I � P s N 10" W e6 40 2T E IW K 37 '� � ° 3000 0 2300 5400 a es 101.05 2w gT.g� +_— 30 23 a 54 g263.•,•- Nei°2 3600 =0 I ti^���= 12600 a1L;0` • / 36 o¢ see•♦ zT E � 1A L 3100 2200 s 2 G m 31 a 22 `�� .s go ;•� 3500 s81-41'to"E IOC • 126e6 141Nem.' 57 63 3200 2100 �o `'° fie. �•`� INITIAL PT. a Inc — I evti► Jr. a.6 6201 `s An e w • �° 0 32 X�Te �� a w'�' 9 0 3400 .. F• E o 10 100 N eye �• 3z 1 °Q� 820 „ see°aozT c 8200 ,3� \ 0 � �laees 77 l see 17'�G«E 2 '0•E eTo REE .',o' 3300 r q , 9 $•WKAREN 2000 8100 0• n j 10 20 %� � 0• � WW,; I r 1800 N or 25 20 w• ,fes 7901 EE MAP = 3 on S I 4AA 33 � �� �b°• "'�N 18 N 1900 N v F i 1700 %04 19 a — +y �� 0 17 69.03 = to N w see 23'I:0"wr re.70 �~ (� �Oy h �1�.•�6 a 7` 16756 1600 e3"w c Pee° .T'•`• BROOKsM 7900 N •N ' � • 16 f wse n'tdwL t? $ l a r t, tt • t0 N 19+00•'+ J bo, ^ 130010 W a V 1400 = 17' e a 150C' = 17800 6300 W 1415 es.To 1 1. 0 20,0 c TRACT BN I i n i I IK3.tb 1200 0 0 .° 12 700O 0 e�•i o •o c 1100 a c I �• o, a • r w W S1°;0. ,1000 1 1c N er sD'll'E 161.04 N 101.11 900 $ 10 .o�e•o 1 ° ^ BOO 5�e . Igo 7600 ` $ 9 '0 1 4 B "o �/�s 5500 1 I 'f'J�• 4°��,J i t0 G 09� F\C 1 3 W 25'2d"E h ��- • 0 55 s 113 as:a � F I�� 51'• 1� � �' � � � 57 t 17! �' a �� x� I � ..r�I�����^�dl ��' �� v f .ay � d Mw`i,..l,i���a � 'J.':i� [: a�tN 4�c�i>t 1 ;y s,1 E"�. J•� �4 i r�a I� "t'� ' I:: a J,i �( e � 1' ti. A� { } ° +�r�AY F�41 (`m�`+1 !�4 � � a�'d�'� �M� � �1�n °0 �•r SK-TCS?• - s 1 Biu '7'� ' �� 1� • 1 LLA x 1 Ul !1 i J { I I � , 1_ ' � rwn x.�win4xlre�+n.,,<. ,�..... ,....,,._ ... ,,.v:,n,r•r�a+.�'�}A rdSMp`Fnac3���r��e7McYH�i��rouan��..,,..� ...d......n 'r; W C 1 LLJ Ali I I L l� Fuj - -_ y uj o y < i C- ---- `I a' W C LLJ 1 I wy W �J u C i Li 4 Q / �� LJ C �w �c c., N © m U Ut w C U U C C—• i U I G. O Q i > I 1 � 1 0" MAX, 1 G'-0" MIN. --1 E.t;S�1NG DR!�EWA" VARIES Wi:)7H VARIES MATCn RADE MA Cw-i WIDTH s 1 \ ! A R `W UNC i C'KnANsGN .— i V • CONTRACTiON JOINTS S±-EWALK I CURB 'CIN(.Ste_ — cjRE A \-•FACE OF CURS 5'-0' MIN.0M5'-0' MIN. "I 15'- " AY, i5'-0" MAX 3'-C ># PLAN 6 USE EX151NG E: ANSION JOINT OR SAWC'J T AN'D PLACE COLD JOINT. I— 1-1/2 EXPOSURE ELEVATION 8-8 2' OF COMPACTEED 3/4'-0' AGGREGAI-- 7--r NOS ,SECTION _E I, � t 1. CONCRE i c SHALL EE COMMERCIAL MIX. CURB JOINT S>r,AL, BE A TROWELED JOINT WITH A MINIMUM 1/2- RADIUS ALONG BACK OF CURB. EXPANSION JOINTS SHALL BE 1/2' PREMOLDED ASPHALT IMPREGNATED MAit,RIAL OR -QUAL, EXi-NDING FROM SUBGRADE TO FINISH GRADE. RE,'iDENTIAL DRIVEWAY RU"RENCE A,7-PROVE) BY Gr2^MN BY . m ^w" v' ,ws CITY OF i1 Gk} D ,i SJL� CA7T DnC FILE CREGON Y S 7-c-93 'CET.�lLS�'�C-DMf.DNC 1 t dtFp ir' X444 _ ii ,1 11 u, r I 00NS7R'-'l.. ' r 7C V 1.-. 1 / 1 V UP _ \ ^ IP MIN. J srVC.:T A.VC \ rRVN No 1 56— i G I \-•----,C S•iNG CCM?1NAT10N P � A-2H, r A�^NG CJR9 AND GL i i JCI vT IMAM.I,I " r�RlCri -C POURING NEW CCNCR=-E CURB V4 G' iJ i� CON_SS?UCT TO UP 4 Z0NSriUC! ZRN ETYA" A,7RCN MIN. SAWCUT AND vE�CA BREAK - I - '�. `" I+arsse- its• �.. rr � .�, , fill � A♦Y _ ` �XSING PLACE ADH'rSNr- ALONG PAVcMCN i Cr C lON JOINT IMM;�:AI, 7 PRICn Tv - - ?CURING NSW ONCR= STANDARD CURB N i c• 1 . SAWCUT i HROUCH GU i�, r 1, Sr.,!.I ._ MADE AS TO CURB FACE AS FOSS161= CCM?',.`i: CURS AND GL i-R SHAD' L NCT E r EY0VE:2 UNL SS DIRE: 1 D FY 7H'--7 ENGIN-R. WHEN S�AlGH CUrcSS ARE A MINIMUM Or 2 ~`.71 Or -AVEMENT F::;OM 7HE =ACE OF CURB SHOULD REMOVES .AND RE.=LACE`. `ti'FiEN "*i 1r=E GJI i_R PLA !SREMOVJ THZ' EX;S NG M B= CUT SACK AND A t MONOLII HIC CCNCRE'= NC-! SnA!! BE CONS^Uc WMH 7-it- NEW GU- _R TO sJ-PPORT UND:E R PAVEMENT. �. .: .a> L:� c� �� DETAvs). I� CURB KNOCKOUT FOR D R I VEWA,i'S Cl TY OF 1 G AR D O �GON a..� a� �W F.` r, r L� T CURB JOINT 5' MIN. ----�—i SE: NGT 5 ROW ROAD •. '� ' _ �, I r� ftN y 2" OF .3/4"-0' 8ASEROt�K COMPACTED SUBGRADE f _ SIDEWALK ADJACENT TO CURB i i 5' MIN. ---- ROW S= NOTE 5 `—?_' OF 3/4"-0" BASEROCX COMPACTF,J SUBGRADE - SIDEWALK AWAY FROM CURES - NOTES: i. CONCRETE SHALL BE 3000 P.S.I. AFTER 25 DAYS, 6 SACK MIX, SLUKIP RANGE OF 1-1/2- TO 3 2. PANELS TO BE 5 FEET LONG. 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS, do AT SPACING NOT TO EXCEED 45 FEET. 4. FOR SLA-WALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, T14E JOINT BETWEEN THEM SHALL BE A TROWE= JOINT WIT„ A MIN. 1/2" RADIUS. 5. SIDEWALK SHALL HAVE A MINIMUM THICKN'7•SS OF' 6 INCH EE IF MOUNTABLE ! CURB IS USS OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL. HAVE A MINIMUM THICKNESS OF 4 INCHES. S. DRAIN BLOD<OUTS IN CURBS SHALL BE EXTENDED TO BACK OF SDEWALK WITH 3" DIAMETER t PLASTIC PIPE AT 2% SLOPE CONTRACTION JOINT TO BE PLACED OVER PIPE_ CONCRETE SIDEWALK REFERENCE APPROVES By DRAWN BY WAS-C Co. Cs-305 CAS CITY OF 11 GARD ------ SCADATE DWG FILE O'EGCN N.T 7-4-9� k0ETA1 S\GONG-SvY.OWC wlni L1 1 C•,. I I �• Nye CO'r,..,.0I yr I ..J11`� b�.Cc'bw.ri'lEES ..w MIN. CR LOCAL S7'RC SJ R, S C'.:=!NG -T!M_ P_RICCS• co-. MIN. ' 1 I I 2. i-� C:'"S S�ANCA.RO SPS,r=1CA7CN O =�R iRAr"=1C CON CL :S �MANL'AL CN UNIFORM TRAF^C CONTROL M,N I I DS�1CSS FOP Si-"�'S ANDL U.S. S=' OF i mANS!—OR;A I ICN, =HUA, 1985 S:)1 DON. 1Gam' I 4. AC SAL SIVN PLACEMENT 70 c MIN. ■ ■ 'i ADJUS-D IN MELD. DO NOT REDUCE i 50' MIN. Er.CW MINIMUMS W,HO'JT C;TY APPROVAL- `, ! MIN. i I ■ ``j J 5, ir!S C; RSScR1rS '-= RIGS, T.' ADTO M"JIrONRCR A ` S . - AS MAY NSCSSSARY TO C7i Y MIN. t-- I ■ I Icy CON ROL ir2AFMC ANC TO NSvnc. PUSUC I - 1 _ � -- E. NO LAN: CLCSJRSS W7HIN 20C r;-"I OF j A i;�A7-7F C SIGNAL WTHCUT r RIOR CiY MIN. I A=0RCVAl- I MIN. 1.rGZND i I I MIN. �`� C0NS;,t'JCi,'ON 20115 irZ' A=r10 CON=S OR A.°PROPRIA I t u .JNZAT10N D-VICC— T - !� iRAFFIC CONTROL TYr'I CAL D ETA]L 1 7V,III �I T 1 G, -rAi�- _ 0V,c F t Er