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11250 SW 78TH AVENUE FILE NO. 3 78th AVENUE - 11250 STR. OPN. PERMIT r C1TY OF TIGIAM EXPINDIIIM RBQU(=- 11iii. form is a multi-use form. Appropriate receipts mist be attached. Documentation LS important For all Staple documentation to form. VU=R NO.: _ _ DATE: AU c1R o PAYABLE TO: Rn�nc-k 5c, ,a el ar. RDQUESTED BY: C !L-X& I)0,j es O n CL -- Qn r ��•an DTP__Acrt 912 I I * Approved request due Wednesday 10:00 AM to A/P for checks by Friday. MISCELLANBOUS EXPENDITURES: Date Description, Invoice No., etc. Account No. Amount Or S L, tu- LiTt7rAL $ Mileage $0.255 APPROPRIATION BALANCE: AS OF: SIGNAIIM: (Up to $25.00) Section Manager Punch. Agent ($25.01-2,500.00) Division Manager ($2,500.01-7,500.00) Dept. Head �/z _`- ($7,500.01-15,000.00) Ci Adminis City trator 015,000.01- ?) Local Contract Review Board �/1501F APPLICATION -- STREET IMPRO ' -MENT/EXCAVATION " " COPY TO: ORDINAL'—E NO. 74-14 [2 (WHITE)•FILE ® (YELLOW)-INSP. (INSTRUCTIONS ON SEPARATE SHEET) ® (PINK)-OTHER AGENCYbldg. (BLUE)-APPLICANT APPROVED X APPLICATION NO. : M 4-78 _.. NOT APPROVED (- CITY OF TI�GARD, OREGON FEL: AMT.: f 6.00 PENDING FEE. PMT. ❑ CITY HALL RECEIPT . — 1 -z 11555* PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENT BY ---� DATE PENDING AGENCY ''OK" ❑ Application and Progress Record MAINTENANCE BOND �r PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION AS REuujf4ED L, ANNUAL PE14DING VARIANCE ❑ LKPIRA ION DAY19: PERMIT NO.: � �3-91 DATE ISSUED -._.L.1 !1_ 1— BY: 11 ) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL_ CRU79D RWK-,S WT-DER AND AN AREA DRAIN_ AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS APPLICANT Patrick Scheeland 3741 S.W._hQmQ a_____ Portland, CR q'l�l9 245-4915 NAME ADDRESS CIT: PHONE CONTRACTOR ( Same) _ NAME -AbDRESS _— PLANS BY per Cit St?.ndardsL—Specifications NI,ME ADDRESS CITY PHONE ESTIMATED IMPROVEML.-4T TOTAL VALUATION ( COST): $ 150.00 ---DOLLARS ) EXCAVATION DATA: FOR OFF I( (2196".'00 USE _ 0.,04 x S _196".'0 STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM 6 QUANTITY_ STREET OPENED 78th Averue INSP - R TION E Q U ESTIMATED STREET OPENING DATE: / / E S ESTIMATED STREET CLOSING DATE: �.� / / E STREET (3) SECURITY NO. ____ SECURITY AMT: $ -150.99..___ CLOSED SURETY CO.: FINAL — ) CERTIFIED CHECK CASH 0 BOND INSPEC, /�) 111 A (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS/CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT. 1. Notify City Inspector Carl Vieweg (#639-4171) 24 hours 'Arc-02.I q before starting work. f I I Allwork shall conform to City � V 1 1 L- _ Standards & Specifications. 3. Excavator shall comply with 78th AVENUE - -- --- - ORS757.541-.571 (re: utility prelocation, etc. ) 4. Traffic and erosion control shall 1 ( I I I - be provided for by the contractor ( I 1 (S) NOTE TNF. CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAY JURISDICTION IS Th AT OF WASHINGTON COUNTY OR THE STATE OF OREGON, THE APPLICANT AGREES 1'0 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 RE ' LT FROM APPLICANTS ACTIONS. ii APPLICANTS SIGNATURE -.�. T''•._�, DATE C Cr APPLICATION - STREET IMPRO' -MENT/EXCAVATION COPY TO: LX (WHITE)-FILE OR DI NA1v:E NO. 74-14 ® (YELLOW)-INSP. (INSTRUCTIONS ON SEPARATE SHEET) (B (PINK)•OTHER AGENCYbl(�]. (I (BLUE)-APPLICANT APPROVED It APPLICATION NO.: _4___7_5___ NOT APPROVED ❑ CI1 ' UI' T►GAR1), OREGON FEC AMT.: S 6.00 _ PENDING FEE. PMT. ❑ 0111 111AI-,L. RECEIPJT'NQI: _ 9 —z1g5"ZZ -- PENDING SECURITY ❑ PUBLIC WORKSDEPARTMENT BY_ .�_ DATE "1 / 19 /91 PENDING AGENCY ''OK" ❑ Application and Progress Record Y MAINTENANCE BOND FOR STREET IMPROVEMENT/EXCikVATION rc PENDING INFORMATION ❑ As RoulRED ANNUAL PENDING VARIANCE '� EXPIRA ION DATE: -__— PERMIT NO : 3 ."q� _ _ DATE ISSUED: �.Ll�_L_ L�- _ BY: ( 1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL_ ._._(='RUSljED Y ROCK $[_, DEP. AM) AN ZMM DRAIN AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT Patrick Scheeland _ _ _ .3441 S.W. Pw 14 Pcrtland, _QR 9?119T_— 24_ 4915___ - NAME -- ADDRESS CITY PHONE CONTRACTOR (Same) NAME ADDRESS CITY 1'HOhC PLANS BY - pel:_City 5ta1ri rdg & SpecjfiEat_iniyA _ NAME ADDRESS CITY PHON-- ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ 150.00 DOLLARS FOR OFFICE Use! (2) EXCAVATION DATA: 0.04 x S_150.170 _= S STREET __DESCRIPTION _ PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DA'Z'E REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM & QUANTITY STREET ~� P g,N r 6D 78th Averue INSP C- R TION E -- Q IJ ESTIMATED STREET OPENING GATE:__-_._---_....__L_ _ ES ESTIMATED STREET CLOSING DATE: .__ E D STREET (3) SECURITY NO. _ _ _. SECURITY AMT.: $ 150,00 CLOSED SURETY CO.: _ FINAL ^_ CER i1 r1E.o CHECK �.lCASH 0 AONO 1 INSPEC. 1`3 1 :� (4) PLOT PLAN: INDICA I'E SITE PERTINENT PHYSICAL �- SPECIAL PROVISIONS/CONDI IONS: FEATURES; EXCAVATION LOCATION AND EXTENT. I. Notify City Inspector Carl Vieweg (#639-4171) 24 hours before starting work. I rW 1, 1 2. Allwork shall conform to City Standards & Specifications. CURB ' \� — — — .. _ .. — — •� — — 78th AVENUE3. Excavator shall comply with OL ORS757.541-.571 (re:autility prelocz-.tion, etc. ) 4. rraf f i,; arid erosion control shall rz I be provided for by the contractor (51 NOTE TME CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT OF WAY JURISDICTION 15 THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT T14E 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 �. 'r ` !� DATE i r+1 S y G^ U7 � U., S O Q' 1-4 Q ` . Z0 D Q O I � 1 (3: LLIQ H W U Z Eq U W LO >-CQ wTaQD sUriu (A r z z W w >- (3:Q �� 1 Q u rr LL ll it Lt_ O o H e� w LL. 0 �U 1- p H It aj (Z) WCL ILL D w J7 I q •S q H 9 cr Q Q I u Lo i+J z H L!- O O a z Q } Ll O tC ., ..O U q LL ! z q � N Q 4 UJ _ E u } i (n 7 Q I r I r LL LL ^• f•1 Z .. .. W O I 3 40 � N (n jj E ry e-. J wO Cl F uJ Q E ❑ rr (t) ., W O r1q O O .. CL r Cl it U B A --___ A DITCH L- 8 NOTES PLAN I. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. 1N 28 DAYS. 2. FOR FRAME DETAIL, SEE DWG. NO. D-107. 3. FOR GATE DETAIL , SEE DWG. NO. D-108. 171/21 30 I DITC H 27" 24"X.Ma II\ `_ 277__ 1� 24" MAX. MAX. MAX w C 2-0" — .2'-331'9 3'-0" — 3'- 3%, SECTION A—A ELEVATION 8-8 WASH114GTON COUNTY --. DEPARTMENT OF LAND USE AREA DRAIN , TYPE II AND TRANSPORTATION SATE CIVIL ENGINEER MAWR APWA NO. WASK COUNTY NO, 1 - AEA b 85 4 ( MOD. ) D-- 105 FOR CURB PLACEMENT 'IEE OWE NO. CS-304 AND NO. `D-104 ,i�=*—2'-3 3/8" MIN. MIN. EXISTING PIPE A Q USE OVERSIZE FRAME AND GRATE EXIST. GRATE LOCATION INSTALL 3/8"x 4" DOWELLS AT 6"O.C. REMOVE 6 B CORNER 0 oc EXISTING � FRAME AND GRATE A SEE DETAILS D-107 9 ECT I O N A - A 0-108 EXISTING DITCV' iNLET RAISED TO MAKE PLAN VIEW OVERSIZE CATCH BA IN _DITCH BOTTOM FlI I I _ 1 F R 0 N T ! EXISTING ELEVATION 8 - 8 EXISTING ELEVATION A - A CONCRETE TO BE 3000 PS.I.- 28 DAYS-6 SACK MIX WASHINGTON COUNTY '�DF-PARTMENT OF LAND USE RAISED AREA DRAIN AND TRANSPORTATION DATE CIVIL ENGINEER DRAWN APWA NO. WASK COUNTY Na NONE D - 106 J�--- 2 - 3" A I A m ti a a _2 1/2"X 1/4" S0. EDGE FLAT DAR % TYP. GRATE BAR (9 EA.) 3/16" TY P. S0. EDGE FLAT BAR C.m C. PLAN l i t 1/2" 1 1 1 1/2" FFT 11 IL F SECTION A - A WASHINGTON COUNTY GRATE �UEPARTM N E T OF 1-AND USE SAND TRANSPORTATION AREA DRAIN , TYPE H DATE CIVIL ESIGINEER DRAWN APWA NO. WASK COUNTY NO. aEAe06 5 - 8 D - 108 -�n — --- 2'-4 3/4" �} Y --- 2'-3 3/8" I� A A __jL.� 2 1/2" X 1/2" N SQ. EDGE FLAT BAR co N 3 X 2 1/2" X 1/4"L _ TYP. _ — 3/IS M PLAN --TYP. 1/2"X 3" BOLT SECTION A -•A ,WASHINGTON COUNTY FRAME DEPARTMENT OF LAND USE AND TRANSPORTATION AREA DRAIN , TYPE 11 DATE CIVIL E1491HEER DRAWN APWA NO. WASH. COW TY Na •,, / AFA �415 5 - A D -- 107 P ` 2 36 ell 4500 N 2 500 - - ` i . „ 206 Q 48 0 0 1505 3 F 6eAc 4400 oti 0 fn w 7 1 37.79 m 1u>9 3 600 ' -1 4300 4900 in n n ( r h (IJ d N O C, J - 4 I,. 0 206— (. 4201 �� d 702 37.b N 1504 136.27 1 r./BAC. 79Ac. nom, 1. 5000 NI W in ; - r N n 13 .69 0 O o O y1 41 n0 f _125.60 c• IHT VAKaci 234m68 G 9 .o F'. ..E 0 1 T 5 m 700 m ---- -- SIuU .29Ac. 4000; .34 Ac. = = 800 1 116 ^ r_ E_ r, n O .?.3 AC. h ^ 0 0 "' 8 -- — _ (CS 1'x,6561 0 1503 m _ 3900 R)Ac o L� Z 5201 9 0 0 h R .?4 Ac. ° P3Ac. m 45 9 ` O o o m 0 3800 5300 r1 n — _— -- r .44 Ac. 1000 1616 S Be," _ 10 P3 Ac. 110-- 96 0 O 3700 r ° °' 1502 .S3Ac. �/ 15.7 7 7,o4 c. Y' 1100 ' h I I 2 5402 ot3 At W ,a•,s o 3600 R ./7 Ac. n •- 16r 1601 0 o c 5401 0 1200 /.POAC. 7 4c. - P3 Ac. OI V r O Il 950 ^ b 1400 0 3500 5400 3 -10 Ac. N .46 A C. 1300 (CS No 11,530) b Cn JP AC. 96°39' oc P4 a°5►'w 2-24.3 1114 U 1? .6 151.11 C.R 97b F(FAFFL E STREET SEE MAP .