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12900 SW PACIFIC HIGHWAY FILE NO. PACIFIC HWY. - 12900 STR. OPN. PERM=- City of Tigard I INSPECTION REOUEST for INSPECTION TI ME : •iy?• PERMITA` NO. . —_ DATE: -17DATE: -Zi2-17 DATE ISSUED:___LL_ OWNERS NAME : -­&,b ADDREOS : _ Ste, L<J ICONTRACTOR :.____ __ TEST: Air p, water [j , Victual 0 Laboratory [] RESULT: Approved 01 , Disapproved [ , Pordlnq rj SKETCH' 1 I I I INSPECTOR DATE COTF Attar.h sunP rr.entaI test data hereto 01 APPLICATION - STREET IMPRr '=MENT/EXCAVATION COPY TO: ORLGLUE) - )IN.-,,.CE NO. 74-14 ( FILE ((V ELLOW) OTHER AGENCt'BLUE) -INSP. (INSTRUCTIONS ON SEPARATE SHEET) (PINKI APPLICANT APPROVED APPLICATION NO.: _ zl NOT APPROVED CITY OF TIGARD,OREGON FEE AMT.: S_ Z_`�, PENDING FEE. PMT. ❑ CITY HALL RECEIPT NO.: -_ — a+3Z-7 ' PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENT By . -�� ___ DATE_M ( IO / 7� PENDING AGENCY "OK" ❑ Application and Progress Record MAINTENANCE BOND M PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION ASREQUIRED u ANNUAL O PENDING VARIANCE ❑ EXPIRATION DATE: PERMIT NO.: Zo? S� ^-� DATE ISSUED: UG'_Cj S'.__ HY (1) AI'P41 TI�OjN� IS HEREBY MADE TO EXCAVATE FOR AND INSTALL e-t._or�— DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT '—1 L9G0 3 .'." C If — Li TCQL NAME ADDRESS --c IIT—vq-- PHONE CONTRACTOR AIR'- I I fob S,t,) � (039-(p9p9 INAME ADDRESS C Y 4HONE . / PLANS BY is v4_t# J,C-- l -Z-90-c- . A _ (L -f(Gj �� -'(n'S9 -�- NAME -- ADDRESS -- 17 ---iP—H•=0—'N-E� ESTIMATED IMPROVEMENT TOTAL. VALUATION ( COST): E 1JOc ---_= __ --- DOLLARS (2) EXCAVATION DATA: Prop OFFICE ug0e N 0.02 OF , E s- 1 � STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKSJTYPE BY TYPE LENGT WIDTH DEPTH ITEM & QUANTITY ChQ /Y,t. STREET PEN D INSP _ R TION E, — " '7 U ESTIMATED STREET OPENING DATS:—.. ,I C7 E S ESTIMATED STREET CLOSING DATE: I L L 3/ / 7 T E (3) SECURITY NO. SE URITYAI T.: S CLOSET — SURETY CO.: c �S+ FINAL _CERTIFIED CHECK U CATH O •OND INSPEC, (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL 8PECIAL aROVISIONS /CONDITIONS: FEATURES, EXCAVATION LOCATION AND EXTENT. I ll■� 14eAI G7- ✓1S N O4• — I S 1 I CURB - ' V I I I IT (5) NOTE, THE CITY OF TIGARD DOES MOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE. HARMLESS THE CITY AND EMPLOYEES AGAINST ANY IjJUR V OR bA AGE WHICH MAY RrSULT FROM APPLICANTS ACTIONS. APPLICANTS SIGNATURE DATE �' APPLICATION - STREET IMPRC -MENT/EXCAVATION COPY TO: n (WHIT'S) - FILE OR DIPJA,.�E NO. 74-14 L n IBLUE� -INSP. (INSTRUCTIONS ON SEPARATE SHEET) (FELLOW) -OTHER AGENCY f��y✓����,''(�� )PINK) - APPLICANT IPPROVcD � APPLICAT NNAPPROV[D ❑ GITY UI I'IGARU, UREG __.4F MT.: S.___�—_____ PENDING FEE. PMT. ❑ CITY HALL RECEIPT NO.: PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENTBY ____-_____ DATE__.-L.-W-�_- PENDING AGENCY ''OK'' [3 Application and Progress Record r MAINTENANCE BOND PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED �- ANNUAL PENDING VARIANCE n EXPIRATION DATE: . 1 PERMIT NO _ DATE ISSUED: —_..-L---�- _ - By: --- - -- -- -- -- --- (1 ) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL - AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT - -- -- - - _ - --- - NAME ADD-R-ESS ---- ----------C�7y PHONE -_-- CONTRACTOR - N - - - - NAME ADDRESS - ---'-`-" CITY - PHONE -- PLANS BY . __ - CITY CE . _ -__--__ADDRESS - ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ DOLLARS FOR OFFICE USE: (2) EXCAVATION DATA: N. - 0.02Xf = f__ STREET DESCRIPTION_ PROGRESS & INSPIECTION STATUS NAME SURFACE CUT CUT CU' MATERIAL INSTALLED ITEM DATE RI::MARKS TYPE BY —_- TYPE LENGTH WIDTH DEPTH ITEM & QUANTITY / STREET - -- OPENED INSPE - ` R TION E — Q U ESTIMATED STREET OPENING DATE:_ � LS ESTIMATED STREET CLOSING DATE: / / T -- E D (3) SECURITY NO _- SECURITY AMT.: S _ _- �..- c�osET SURETY CO. ED - FINAL CERTIFIEOCHECN !i _ CASH ❑ SONO INSPEC. (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL v r SPECIAL PROVISIONS/CONDITIONS' FEATURES: EXCAVATION LOCATION AND EXTENT. I I I I I I 1 - r---1 I I I I II I (S) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO^APPLICANTS TO CONDUCT WORK WHERE r RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. F THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL. PERTINEN r LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMI-ESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. APPLICANTS SIGNATURE _ DATE 1 / $IATI -AR]IMRA L13 1-3 T 0.'*-'3 114SURANCI ro 00 llp IS VZ Ak, e;l S — OME OFFICES: BLOOMINGT N, ILLINOIS .. ... STATE FARM INSURANCE COMPA Ll H CITY OF TIGARD Date Amount dollars NemoCash ..-.�__ /� Address <�� .J I i � ' We- 4"'4 t- � - Tj- ,� Bldg. L7 St.Opng. r C7 Bus,Lit Pl6g. Cj Pubctns. - Bike lie. Ej Flcll. E] Copes - Sew.Serv. Sewer - Filing � Fine&F. ASSMt. Other E] toning - for: Permil # CITY OF TIGARD MNIfCN�M�AINi.NO��111110N[A♦ i 13271 Q 4 J 1 HARRIS-MCMONAOLF. ASSOCIATES RNUINF.NRR-1/URVIQiORM 8006 N.W.COMMiCitCIA7.E3TRIOAIT ti. �... TIN.f ",ah,OR6cinN 0722,4 Pcc.rcrRoNio (508; 68W3468 October F , 197 City of Ti;;a.rd Dept . of Public Works City i1all Tigard , Oregon 97223 Attention: John Hagman Dear John: 'itilizinr the City's topo. maps, the CRAG intensity-duration curve for bast Washington County and the rational formula for caicul.ating storm runoff the following data was developed for Bob fludson's proposed culvert: Drainar,e area -------•-------- 100 acres Runoff factor ----------------- 0.40 Inlet time ------_-_._._____._-_ 30 min. Storm frequency ------------- 25 year Intensit,y -------------------- 1 .42 in/hr. Q = CIA = (0.40) ( 1 .42)( 100) = 56 .8 cfs Using the Manninr; equation to size a conduit we find the following: Diameter/Type Reg• Slone $a6 Ott.�► sac` p- 3611 CMP -------------------------------- 0.021) ft/ft. /.SCJHt�J, J6" cone �- - --------------------- ------ 0.007 (,✓�ln�t� �l7se 30" CMP --------------------------------- 0.065 3011 cone - ---------------------------- 0.019 The above will provide Mr. Hudson some latitude in sel.ect.Lng the most economical culvert . Sincerely yja+t . , Jam(�s R. Harris, P. E.