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11310 SW TIGARD STREET FILE NO. TIGARD STREET - 11310 STR. OPN. PERMIT C11 OF TIGARD EXPENDITURE REIMBURSEMENT VEIQUEST This form is a multi-use form. Where appropriate receipts must be attached. Documentation is important for all purposer,. Staple documentation to form. VENDOR NO: UATE:__- 1 U -- Z - PAYABLE TO: Leri /S( �� rv�-5 a Re ef; _ T c `�' -� � L y� _, ted by: -- 11 310 _J��/'-'1 11la-"C ecr.ar_r.r_aaa a Q=va.eaeereacaa as=nf�= = ..______= a_.ce_Gfancaa ee Qam_Qn eaf-u asQc...... MISCELLANEOUS (parking, books, subst-riptions, dues, memberships, etc. ) : Date Description --- _Account_No. Amount 0SL'�k1, o0 ---------------C.3CC1Ca=Cf-==Cat•-=.e.a saa=�c:CC C6 C:t lYC--------SCC!lCa-------- GENERAL MEAL EXPENSE: -Date Description __ _ Amount. Account Number to be charged: - Total CIaQa�---- e----RCQssL-^vavC - -� � L._CaCCL'a-.,_a- C^a_.-_--sCCL'QC_C�_SC.^.a QG a-a.aaa SJQCSl.A6 MILEAGE: Date Des2y on: (Include end/start readings and total miles.) Amount Account Number: Total — _--_ miles x$.21 ...........n�tea��aa�__r_c�`�._ra_C3Q aan�:�_fa == va�Qa=�QesQ eeea r_eCGQaa Coes tevea APPROPRIATION BALANCE: - AS OF: ..... -- _ Signature APPROVALS (if 425.00 or under may be reimbursed through petty cash) ; (up to $500.00)Section Manager _ Purch. Agent (4500.01-$5,000.00)Dept. Bead/Purch. Agent 71�� L e/ c;�e Ale VV �V, t1_ wan- tt u M SJkc l ►c+ O 6 - �a �fz I 3: 40 AP 67 -FP-4-y R: INSPECTION N&TCIE City of Tigard Bulldirg DeI arty" P.O. Box 23307 ,+ - p Tigard, Oregon 972,1^3 X Phone: 639-4175 G Type of Inspection __. �.. Date Requested Time Address rj Permit ' Owner r ° * c Builder The following Building Code deficiencies are require I to be corrected: + I or a -t-- t AnV41- r GAF 1-r/�/ l.� Presented to Approved Pe ' Ins ctor ❑ Disapproved Date CALL FOR REINS'EgION L i—i vFc GYnln APPLICATION STREET IMPR' 'MENT/EXCAVATION COPY TO: (WHITORDINANCE NO. 74-14 (YELL W)-IN t 9(YELLOW)•INSP. (INSTRUCTIONS ON SEPARATE SHEET) (PINK)-OTHER AGENCY fe(BLUE).ArPLI^C�ANTT APPROVED � APPLICATION NO.: 3F NOT APPROVED ElCI IY OF I'IGARD, OREGON FEE AMT. S _5Q.16 -r PENDING FEE. PM El CITY HALL RECEIPT ©01�/I7J PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENT BY=- � DATE �_ / /3/ CSB PENDING AGENCY ''OK" C:) :Application and Progress Record MAINTENANCE BOND M_ PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION AS FFUDIREo xx -- ANNUAL PENDING VARIANCE ❑ EXPIRATI io,4 DAT : PERMIT NO.' 1_.. 1__ DATE ISSUED' �'- / (3/ � BY: (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTAL(_ ncrr�t_ Sid-wal!c anti apron AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT __ Lori Hays 11310 SW T+.wir.u. St. , Tigc•rC, OR °7;;23 __ 524-7403 NAM ADDRESS CITY PHONE CONTRACTOR Sunrise Contractors 15P.0 SW Shadow Wood West ,inn, OR7�5_F3 _E-5_(•� NA -� -�- ADDRESS CIT HONE PLANS BY Per City Standards/Specifications _ NAME ADDRESS CITY HONE Co ESTIMATED IMPROVEMENT TO?AL VALUATION ( COST): $ 1454:-00 _ _ DOLLARS� FOR OffIC -�-=-fI MIN. - (2) EXCAVATION DATA: 0.04 x! f9 (2) : 58.16 STREET DESCRIPTION PROGRESS & INSPZCTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE By TYPE LENGTH WIDTH DEPTH ITEM A QUANTITY SW Tigard S . STREET OPENED (SEE AT 77TMTT SW Gallo Ave. (NSP - R TION Q ESTIMATED STREET OPENING DATE. / E ESTIMATED STREET CLOSING DATE: T E D STREET (3) SECURITY NO. SECURITY AMT S 1454.00 CLOSED SURETY CO.: FINAL ( -- / H ----- INSPEC. I L 7( i 1 Cc CEw1lr iEo CASES,1( rI _CASH BOND ''_ (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL - -r-- = SPECIAL PROVISIONS/ CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT. 1, Notify Mr. Mike Mills. City Inspector, 631,-4,171 21; hrs. prior ( I 1 to commencinq work. -- 1 1 1 1 .Zs_ All work shall conform to City CURB - ' �. _ _ _ _ _ _ _ _ - �� t� _ _ - Standards/specif ications/eade,% u3. All necessary utility relocations S.W. TIGARD STREET - shall be the applicant's arespongtnTiTty to perform. -CUR% - - - - - -- - - -- - Q - - i lao pwo .ided 1 — ------ ,1 for by the contractor. 5. Inspection of forms ( I wor!c area I I p , PRIOR to r N 1 (11310 SW Tigard St) I 3� ( pouring or cony. a e, is req . __ _ -_.may be necessary is applicant's (5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS .O CONDUCT WORK WHERE rt RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. N 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 0 EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. F+• n tr 0 r• In r APPLICANTS SIGNATURE OAT[ ■.� I �� APrTUI MTION STREET IMPRO -NT/EXCAVATION COPY TO: ORDINA C NO. 74-14 (WHITEWFILE 9(PINK)-OTHER AGE (YELLOW)•)NSP. (INSTRUCTIONS N LPAPATE SHEET) (BLUE)APPL CANTNCY APPROVED 1� APPLICATION NO.: — NOT O.: ,..—_NOT APPROVED ❑ CI I Y (11 1 IGARU, ORL' ON FEE AMT.. f— 8, 162. �.+ PENDING FEE. PMT. ❑ CITN'N'' I"IAL), RECEIPT' ©Q/a4/7J _ PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENT BY DATE -3 - �_ L3L PENDING AGENCY "OK" ❑ Application and Progress Record MAINTENANCE BOND IB PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION AS Rr.UVI14CIj xx ANNUAL .1 PENDING VARIANCE C] EXPIRA 1 DAT : PERMIT NO. ?�_�Ul. DATE: ISSUED: __ _1.13 L_ � BY: (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL _COnc-4 Sidewalk an apron AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT Lori Hays 11310 SW 'Tigard St. , Tigard, OR 97223 __ _ 624-7483 NAME ADDRESS CIT — V --- PHONE CONTRACTOR _Sunrise Contractors 16RO SW Shadow WQ�__We i�Linn. 0 97068 (L3E_�6g5-_____� NAM ADDRESS C —i PHONE PLANS BY Per City Standards/Specifications — NAME ADDRESS CITY PINOP49 ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S 1454.00 DOLLARS_ (2) EXCAVATION DATA FOR xFs IC�`'LT 00_ s_ 56.16 VCMIN. STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED (TEM DATE REMARKS�TYPE BY TYPE LENGTHWIDTH DFPrH ITEM h QUANTITY _ SW Tigard S .. STREET OPENED SW Gallo Av . - RE TIO - R TION �'"J (" i /-✓hJ E E t ESTIMATED STREET OPENING DATE: 1 � S ESTIMATED STREET CLOSING DATE: --L E 1454.00 STREET (3) SECURITY NO, SECURITY AMT: E_ CLOSED SURETY CO.: FINAL FINAL nn x^ CERT)FIEt)CHECK tl CASH rOND C INSPEC• `. (4) PLOT PLAN INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS / C DITIONS7 FEATURES; EXCAVATION LOCATION AND EXTENT. 1. Notify Mr. Mike Mills, City Inspector, 635-4171 24 hrs. pri, 1 I 1to commencing wore. 1 I I 1 till work shall conform to Citv Standards/specifications/code-:. w S.W. TIGARD STREET 3. All necessary utility relocatio - ---- — - ------- ---- shall be the applicant's M . for by the contractor. 1 I work area I I 5. Inspection of forms, PRIOR to 3 3 ( 11310 SW Tigard St) o rin n c ncre a,is r 1 � 1 I cn I P _ aS_ml3y=hh _ .lissary 1s=s3p�_l � r (5) NOTE THE CITY OF TIGARD DOES NOT. HEREBY, GRANT PERMISSIOII TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF WAY JURISDICTION IS THAT O- WASHINGTON COUNTY OR THE STATE )F OREGON. THE APPLICANT AGREES TO DEPOSIT rHE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT )_AWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WDRK, AND TO SAVE_ HARMt.ESS TNF CITY ANTI EMPLOYEES AGAINST ANY INJURY OR NAMAGE WHICH MAY RESULT ! ROM APPLICANTS ACTIONS n r t� � � r APPLICANTS SIGNATURE: DATE 17 1 z 4 � I Y O S SC O (C S. No 6747) _ POINT o HILL ACRE TRACTS 2so 9c S e9. C 1 99081' w 378.90 1 ego SI' [ foso _v�.se_� `c•sr 45 E 252.04 �+ � �t u 50 8 9504 ♦ 8699 79.096f 91 7i 72 'to w t N nl4s'r'0.; so 4900 2700 Ltl n.zosee WIr ' 2900 900 o 2400 4800 I o»c lk 2800 _ 8400 Ina- 21Ac: 3C S I s!z II 30Ac. m 15 aR` iF 2 - Ia _ a N - 36 w O o > 90 n SITE . TL* Z-500 N IV 6' w ,...,.,.� s 8300 tee•sdl55*E oL 160.62 e 0 14 231I Ito *`` C.O\\�• CM�VGW�`� 8 0 d.° Iseas tN a I :,P ati 'A%A 41 1. 7001-.,,°��j tp 3200 L--I �. Il OZAc au Q 2200 tmNO, Z\t�lvls��. 6 � ..1 15 n78�0 I t/� �� a ;8100 LL, a x 12 .•9_ �,) 1h�t>t�` C�I,�C.� Gv�Nt1r -'`'-_� 138 -, (c s. No 13 100 �� w►�aras 7100 r 2 C_� 800 ,• �� "e,U•�, Cq�110 �� 0.7200 -� 2000 vit -At4L • W • a 1a Q �� Rales.+ ��\\��\�ti •5 -- Q o tl S o M o. —, M1e aa4 -- .� o Mt� Vt altiatr� " :7300 1 V, n 10 4 -- n n 1900 xckms�& tow. ss N 12 w%-) 7400t. �t �o 9 9 '01 00 E O N 890511'4i E / ; r 21 •! —� �' 6•�0 1800 4200 ; Iic . 77001Ie.4e r II 7 •_ T 600 a A 5500 7500 8 0� r; f' •- g ,d A ., Ileo3 20 ° 6 �" ~77"� ~: 1600 : d 1700 9 4 � 4100 � u • � 120 INITIAL �• n • 7 9 N 89°40,9S�t 10 INITIAL PT 8 --– POINT 4 O1Nee°2904 W _ - \ INITIAL POINT p•.:U 500 68.08 TRAC �' DAWN'S INLET r Mef•48'8!•[ , .� TR 6991 � Ati � � � 6509 � J �\a 630 • Ah TP 4 J.W. en 5800 113th PL.5E 5700 -a Ra i 15 74 'k. a n 6900 150` 4000 ALSO 800 ? 4 0 0 3900 �.� 4 5900 s 04u,''' 3 o °�, 10 ( 0-40 a 16 T r _ ff ., z eo ps M`te-tl ee.. ��� !� Iof U p T .o' S. d .1 104 Y 6000 2 3600 113th PL ACC 15 >g' PAcg I? Ac s 11104 L v- a.. 3 loan r R R Y M i--1 J ! �__ I I cn a 6100 _ 14' - 0" MAX. 11 - 0" MIN, DRIVEWAY R/ V LINE I W —CONTRACTION JOINT OPTIONAL SIDEWALK LOCATION SIDEWALK EXPANSION JOINT EXPANSION JOINT CURB JOINT 6'-0" MIN. 12' -0" MAX 6'_ 0" MIN. 12' ' 0" MAX. � I�' �- A FACE OF CURB SIDEWALK ADJACENT TO CURB SIDEWALK AWAY FROM CURB P L A N I- 1/2°EXPOSURE USE EXISTING EXPANSION JOINT OR SAWCUT AND PLACE COLD JOINT SEE DWG NO. CS-306 ELEVATION -2% SLOPE STREET 2" OF 3/4" MINUS COMPACTED SUBGRADE SECTION A--A I. CONCRETE SHALL HAVE A MINMUM BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS , 6 SACK MIX . 2. CURB JOINT SHALL BE A TROWELED JOINT WITH A MIN 1/2" RAD ALONG BACK OF CURB. WASHINGTON COUNTY -r'DEPARTMENT OF LAND USE RESIDENTIAL DRIVEWAY AND TRANSPORTATION DATE CIVIL EN13,11INEER DRAWN APWUA NO. WASH. COUNTY Na IZI7 • ?',..,.-• ,..�� AEA bl" 1 NONE DW-- 200 - 85 - 5 CmAll.W ST, Ti4ARt ST, R;'w MIN --w CURB JOINT I SEE NOTE 5 , r 2 e 21 OF 3/411-0 COMPACTED SUBGRADE SIDEWALK ADJACENT TO CURB R%w Mr.T�N f.X ST, %Tgt r LAC. 1� R s1DCWALA 1 ROAD +- 2 fSEE NOTE 5 I I 211 OF 3/41=0 I COMPACTED SUBGRADE SIDEWALK AWAY FROM CURB I. CONCRETE SHALL BE 3000 PSI AT 28 DAYS , 6 SACK MIX , SLUMP RANGE OF 1 1/211 TO 31 2. PANELS TO BE 5 FEET LONG , 3. EXPANSION JOINTS TO dE PLACED AT SIDES OF DRIVEWAY APPROACHES , UTILITY VAULTS ,WHEELCHAIR RAMPS , 9 AT SPACING NOT TO EXCEED 45 FT. 4. FOR SIDEWALKS ADJACENT TO THE CURB 9 POURED AT THE SAME TIME AS THE CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/211RADIUS. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY . OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES . 6 DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 311 DIA. PLASTIC PIPE AT 2 % SLOPE CONTRACTION JOINT TO BE PLACED OVER PIPE. WASHINGTON COUNTY ^DEPARTMENT OF LAND U"-E CONCRETE SIDEWALK AND TRANSPORTATION DATE CIVIL ENGINEER DRAWN APWA NO. WASH COUNTY NQ A. g_6;85 NONE CS 305 - 95 m cr X d� C a CO.) Cl- ty _ cr J W U'1 i gat J 0 r U � � W o rr_ The < � � q v oZ ► o W crN �� Y a oCf) C N MU W :D n O U W \ I Q, z U \ Z 7 4'a Wm L"', U L uj w N\ �CD fn l" O Y 4 J W Q �, l Q W 4.Q C) Q Q C9 in x O � a H N F- O Q(n W Z — W W OD fcr N � CD H O O �7 BOJ O O Z W / �...•.... S (n Y W Y W Q Q J a W U ,( W a OW. m � y O d (D J V) 0 Ir 0 +i ' o� W Z o 0 m c i r� OF I I GARD R E CE TP I PAY M E 1\1 7 R!"C. NO: CIO 10111')to CHUD' AMOUNT a 1`x.1.;'. 1r., NAME o I f: 1 1-IA Y0 CW�Jl AMOU11T A D D i*-'F 5 1 110 Elw TIGAPID ST PA fMLm'r VATE Do--L:---B9 'r I GA FJ) n P g—,22,, BLOCK NO/Al'.1L)Pt P'LJRP*O'z-E CIF PAYMENT oll(AINT FAII) PURPOSE OF Fr-4YOCENT ANOUNT FIAJD ---——--————————— CUSTOMER I)EPOSITS I ln4 no PLIBL) C It-W-1--�0VEMEW 1='-k'-.PM3'TS e 16 TOTO La M-1 J, , 00 C) 0 0 19:a C'U -x G) .-A 7- C3 0 4- 0 Irt MD -x G) TA -P 0 13 T. Z m'X -4-pip C) C3 IV C3 C) UPI I. � ' �� - � s �y � "� I 500 ,.+ so o � (CS. No. F."147) Sc^6 Ac. mN N 6.90 N 990 41 W 190.90 1 1 3 on V :.S. No,5301) 600 1 I �) �� ►�- \ 1.05 Ac. �a yr • a„ kc c,.Y = W � . N a = oii,_ (C.S. No. 6747) _ �.. (C.S. No. 5305) o 260.90 9.90 c f 890 51'E 190.90 _ 6. EA! } o i (C.S. No. 13,079) �� Co. Rd. No. 916 N OW/4 iiia (r* rr�b ( iAr/*" i— f 69 4'i'45 E 252.•04 ,v i0 . v,i d 2 T2 72 69146'M"W 9304 f?R 0 8899 ••4 y 69.91 " f 69° 45 3/4' E 4800 S0 4900 ;:o�Ac. P-2ob99°1413" 2900 400 ; I I 80 ;0 8400 r� c 2/Ac• rrr 3000 a 17 0 1 ° I i c. �; 15 N "' /6.63Ac. 8 i 76 crsv. W _ ' 90 103 'Z_ �'. N �'u,J '"W" 19058'41'E 4700 v 6300 14x88°bo'35"E in in 00 „ s^ 4901 r. ?�.� 2 a "' ° 0� A � ,>• 0 166.13 I 1 , "A a-L-L _ 111.13116' tz5eo 7001 °-+� op 8200 ti SCHOOL DISTRICT _ . ... _ 4600 < 0LU 119.6 7 r r� R 3 �" 25 .„7080 I t� �� :8100 v� 119.03 6� `I —�-120 4 r 1 138 o % 5100 4500 ` 24 ;„7100 2 n 4 R -8005 1 ;g 6 ue. 3 :,s s o 8 b ' 4400 g 52003 0 1.��200 3 _-1 o /o.zl A 0; n a ° R 5 120 '^ in Q 7900Lt1 °01 IIe.o3 5300_ 7300 ' ,D 10 N,,, In H4300 C� N2� " 36 Ilo.zt R 6 £ Izo ;► 7400 < 780Q/—, ♦.39 110.03 54009 c 5 9 58 41 E ; 21 b )0 4200 �, 3 120 top.41 �; 7700116.46 R 7 R t = 7500 a " 8 II 5500 0 . t1e.03 8 •:° q . . 4 4100 fh 20 - 6 A 7600 148 ~� 8 R �.. 120 4 INITIAL �� 7 86 IT[ L PT. :R POINT 4�Naa°29'04"W INITIAL POINT p a0 66.06 TRACT.W DAWN'S INLET r 5600 !(y(� 72 �_ 72 _ 2 69.91 ON � (� � 6509 S. 653.7 R� •0 � TRA > tI13tS PIJ� E 60 119x9 5800 W !�` l ( T 74.54 �. OO 3502 4000 '"a� 56, Ig 17 / , .38 Ac. 9 � E'.. 22 skit : T 1. Z.500 :j�IPON s%AJ 4' w4c- c�H�. %%Aavj.A. wk s.w --r%v,,A 9A. �"Alve. t,) IN��� GO``NG. CAD`IrNt#" s` 1v►s�.1►�t s.�10 V1 � .4.1 �a1��t 1�It111��ati as M�� 4a v►a�a�ss�►•� . G� Ral�cs�a s� � US M1� '04, NKafS1�M `. , sui � � ef N N • O z • = io � (C S No 6747 1 z POINT •°, MILL ACRE TRACTS 260 9r s e9' S'' [ A e 09° 51' E •0 90 911154 _ �_F S T e9. 51' w 3n.so -- ---� C, c i (C S No 13,07') uc�ryi.Y.rsr9�n�w iserwiiar ( 9sr�b+8 aw.�„z5z 04 fi 17 1 75.09 T� ii l, �•� a 9504 ' , 9999 y� 6941 s If w W 30 N iyj46 111 '0 ` 4900 : 2700 R•psee'�dj'E 2900 4800 ; •07Ac. - 3C 900 =s 2400 ^ } 2800 _ 8405t�A,2 173s40 el.l N IC3 I 26 " ^1 N 41.15 _ A -- - a" e 8300 eee•ao's5'E N •4 5s'alE east a 4700 I 9 ? r 2300 iv z 4901 ^ 8• 8 := e° laels 'v llJ d 16 lie Ntt� _ w I 11.92 7001 y° ,8200 ul l3 12500 -S 200 0 13 d, asr 4 2200 4600 ___ 1 ^ 5000 114.57 n c` liJ 11 1 7d5t 0 =°p 8100 L J 15 3 U 6, L, " 25CL < ` 120 Ise 5100 C S. No 13 4500 (l. � 7100 $ � 1 100 ^W 4 Cl 24 t r 2 C 800014 E 4- 11003 �� f— O r / in g 2000 b 4400 8 52023 X7200 3 Tl 0. ..J 110 1 I ^. • 790 b o 13 ^R f2 5 ��\ Iz0 " n , Q e Ltj �e so N —1 neol� 5„300 7300 I r 10 IIA 10 4 0 110.21 w 1900 4300 �l �22 lie 780Q/ ^ 6 2c, -- 'o 1e- 7400 �+ ., ,� �► 109.!9 11003 _ ) AGo 5401 � }, .J w �h • --, t 'n N ev°ss'sl E 4200 3 �1 1 46 ?1 1 •• 1800 �, I �' 7700 1e 7 '� = 5500 7500 �� 8 ++; , II 11e03 +' g p 6 7600 . , a 1700 �i -4100 fh 20 = (? of INITIAI ra a 10 4 A 8 +� — 120 POINT 4�Nw 904 W 7 N ort '53-E INITIAL�PT ( INITIAL POINT fp 4 95.06 TRACT"/' �+�- •` tDAWN'5 INLET r 4 5 00 6509 061646'99`[ 10 7 T9391 - 1) 19 t^r 630 S. ' !411�3fS ' E 1.90 11949 - 5800 > h 74 5700 Q 19 `•, .e 4000 �r? 8� 4 18 17 - Q % 3502 " r- 6900 19? ar 9 g ALSO , s �A, 5900 see ArN� 800 4}p, 3900 �' ` 43 �\ S, • ` R.40 O 16 10 zjw) 1 ..-I TR tt $ d 6000 J - �Me 02 3600 1130 PLAC&,t 15 $ �7 ?Ac 4? Ac R 1I I o4 L `•� 00996 34 3900 r 11 T� \J TI I I_I .,. 11 F� 6100 14 !••AAN � Q Z N F �'►/ }� m z cr ri Z > CL z w �p n LLJ "- > Z V = A W0 Q J Q < (D (i) FOPt .* w < �. tn o r i fr U) v � V �. C) w IL oN C a �'- I cr O O !; M U) o J If a rn CJ a) LO } I S +� ' w _ yU U) w `� Z a'a om tu ,a Lij > N M ccn c m N O X 1. 4 ~ J w a aW � ' d-a cc K o t � 2 N F CD N \. w Z } w w Q X m ^ X n O 0 F N N (n 1 d p 0 (D M � O O Z w S,,•,., v )c tL i ' ►-J a w a n wa O w m - a m N `S a w cn o 2 2 J w p rn W O w o (r r} w o w a v, � `� m 24' 0" MAX12' - 0" MIN. DR-IVEWAY — R/W LINE I 1 to � L i -CONTRAC i ION JOINT OP ZONAL T Sl; EWALK LOCATION SIDEWALK - EXPANSION JOINT EXPANSION JOINT ,-- CURB JOINT 3 0 6' -0" MIN. 12' -0" MAX. 6' - 0" MIN 12' ' 0" MAX, Q"I A FACE OF CURB SIDEWALK ADJACENT TO CURB SIDEWALK AWAY FROM CURB P L A N -I ,2"E`fPOSURE USE EXISTING EXPANSION JOINT OR SAWCUT AND PLACE COLD JOINT ELEVATION SEE DWG NO CS-306 STREETr_ 2/°�LOE 1 LC �\ 2" OF 3/4" MINUS COMPACTED SUBGRADE SECTION A-A I CONCRETE SHALL HAVE A MINMUM BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS 6 SACK MIX 2 CURB JOINT SHALL BE A TROWELED JOINT WITH A MIN 1/2" RAD ALONG BACK OF CURB WASHINGTON COUNTY "DEPARTMENT OF LAND USE AND TRANSPORTATION RESIDENTIAL DRIVEWAY v DATE CIVIL E 1NEER DRAWN APWA NO. WASFL COUNTY Na lT _ � � AEA 61" NONE DW- 200 5 CnAI %T, TIC4A lb %T, R/W M i N -- ---� CURB JOINT — I SEE NOTE 5 2 ROAD e e �— e � 2" OF 3/4"-0 COMPACTED SUBGRADE SIDEWALK ADJACENT TO CURB R/W �► 5 M I N ---a MAtiN W%T, %'MttT roe, *OIL IVOILWALK _!O A 11 2 SEE NOTE 5 I I 2" OF 3/4"-0 COMPACTED SUBGRADE SIDEWALK AWAY FROM CURB I CONCRETE SHALL BE 3000 PSI AT 28 DAYS , 6 SACK MIX , SLUMP 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 , A AT SPACING NOT TO EXCEED 45 FT 4 FOR SIDEWALKS ADJACENT TO THE CURB g POURED AT THE SAME TIME AS THE CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN 1/2"RADIUS, 5 SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY . OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES . E DRAIN BLOC,KOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3"DIA. PLASTIC PIPE AT 2 % SLOPE CONTRACTION JOINT TO BE PLACED OVER PIPE. �WASHINGTON COUNTY vDEPARTMENT OF LAND USE CONCRETE SIDEWALK AND TRANSPORTATION DATE CIVIL ENGINEER DRAWN APWA NO. WASK COUNTY Na 17Ilk_ �j AM A-Ss NONE CS 305 - 95 i - surrR>•,e coNr-I:ACTORS Exc<�vaLinF Concrete. Forms . Flotvork Home Remodeling Licensed Itonded Insured 1(180 Sl.' nw,4 FR Shadow Wood Del 638-5605 4'esL Linn, Or. 97068 �f 792 Qon I� y o.a o I L4 IL- Y_ SUNRISE CONTRACTORS Excavating•Concrete Forms• Flatwork Home Remodeling R-fTAL LICENSED•RONDED•INSI IRED `a OWNLR 1680 SM Shadow Wood DEI 618.5695 West Hnn,Oregon 97068 I �� rA b