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7053 SW LOLA LANE FILE: NO. 390 -91) LOLA LANE - 70r::i STR. OPN. PERMIT CITY OF ZIGARU DMF:IdDI1UI21; I2I7,ZiJLaI 7.1u.. forn. is a multi-use form. Al-firopriate roreipts nu-st be attic iod. Dr- ti Cation i.; iniportant for all purpoees. Staple: docinrx--ntation to form. W:IWR NJ.. — I_ — DATE: PIlYI1rLE IX): lez��.n` RTX2[�E9= BY: -'70�� - Luka L�H� `1'1 z Z:S — * Approved request ue Wednesday 10:00 AM to A/P for checks by Friday. MI:CaMTMUS IX'LNDIIMM: - Date Description, Invoice No., etc. Acxxxmt No. Ama-int Eroob11 \\ C r � as ... COY' ;Z SItYMG� _ � 'ZZl�C1U I Mileage $0.255 APPROPRIATiJN F i_ANCE: _ _-- N AS OF: — - SIGNATURF,: to $25.Uoj Section Manag��.r _�-- -- Purch. Agent - ($25 01-2,500.00) Division Manager ($2,50 .01-7,500.U0; Dept. Bead ($7,500.u.-, --15,000.00) City Administrator. ($15,000.01 ?) Laca, Contra--t Revicrw Lkk,Ird - ----- '/1501F - -------- APPLICATInN - STREET IMPRn RENT/EXCAVATION COPY TO: ORDINANCE NO. 74-14 (WHITE)-FILE / (YELLOW)-INSP. (INSTRUCTIONS ON SEPARATE SHEET I I+ r� (PINK)-OTHER AGENCY—b1Clg (BLUE)-APPLICANT APPROVED APPLICATION NO,: 43s- NOT APPROVED ❑ (,I IY OF TIGAR►`, OREGON FEE AMT.; S$52.00 — PENDING FEE. PMT. ❑ C!I'Y HALT, RECEIPT ry 9 G —ZO$ 54 Z PENDING SECURITY ❑ PU=-eCWORKS DEPARTMENT BY=u� DATE IV l ...° PENDING AGENCY ''OK" ❑ \I'I)II(alion and Progr'e'ss Record 10$ MAINTENANCE BONO_* PENDING INFORMATION D FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED K —� ANNUAL PENDING VARIANCE 11 EXPIRATION DATE: one y9a DERMI INO _31p - DATE ISSUED: _'_�_'_ --1 _ :' BY (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL $t-�'C I' ��lvcrt Q en_aian _ and backfill AS DESCRIBED HEREIN. IN FULL ACCORDANCE WITH CITY REQUIREMENTS, 9711.x3 APPLICANT G. Ray Scott '1053 Lala Lane Tigard, _ _24_4-1718 NAME '- `---` ADDRESS -- CITY PHONE CONTRACTOR_ G RelY Scott it ' PHONE PLANS BY—_City Standard and Spacificatins and attached draw:.,ne s NAME ADDRES CITY HO — ESTIMATED !MPROVEMENT TOTAL VALUATION ( COST): S - 1300.00 _ DOLLARS (2) EXCAVATION DATA: FFoR nicQ usE: MIN, o.o4 x s-1- tKLLQQ-_ STREET DESCRIPTIO-N PROGRESS & INSPECTION STATUS NAME SURFACE CUT — CUT CIJ-r MATERIAL INSTALLED TYP'c LENGTH WIDTH DEPTH ITEM & QUANTITY ITEM DATE REMAFKS/TYPE B:' Lala Lane (se = attacl ?r } _ —�_ STREET _ INSP C- R E TION _ U ESTIMATED STREET OPENING DATE: / / E -- - 5 ESTIMATED STREET CLOSING DATE: / / E (3) SECURITY NO. _ SECURITY AMT: S 1300.00 STRF.1 _. <.LOSR SURETY CO.: __ --- FINAL I 010600600 CC_H_EC K• - CASH_ Cl w0146"':' INSPEC ''(I (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL? OVISIONS /CONDITIONS: FEATURES, EXCAI'ATION LOCATION AND EXTENT. 1. A] wuzk shall coniUrm to City Standards/Specifications & to 1 i [ Site: 7053 S.W. the attached drawings. I [ '-- [ I Lola Ln. 2. ) Notify ;ir (Mr. Call CURB _ _ _ _ _ _ _ _ _ '- _ _ -� Viewe+� i' ?,9_4171) prior to start .nuc Work, mor to covering -x- —_- -- pipe & let'.on of work. _ 3} Traffic cont_ol & pedestrian safety shall be provided for l l I 1 I N at all times. I 1 I I I r 4—Erosion controls shall be provickO for at _all times. (5) NOTE THC CITY OF TIGARD JOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS 'e0 CONDUCT WORK WHERE RIGHT-GF.WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT' THE REQUIRED SECURITIES, TO COMPf_Y WITH ALL PERrINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORk AND '10 SAVE HARMLESS THE CITY AND EMr40YEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. Excavator shall dxxnply with CRS 757 541 -* 757.571. APPLICANTS SIGNATURE INSPECTInN NOTICE city of Tigard ding Department 13125 SH Ball Blvd. -Lgardv Oregon 97223 Inopection Line (Rec-o-Phone): 639-1178 Ruei oou Phone: 639-4171 Inspect i.ont- __� ----- Focting Pl.bq. Undoreleb Mach. Rough-in Appr/Sdw1Y. ' Found. Plbg. Top out Can Line FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. Poet/Ream Mech. Rein Drain Insulation -Plumb. Plbq. Underfloor Water Line G,vp. Bd. -Meeh. Data Requested: Timet --AM X PM LA )1-- cl o Address: -7V�1 L')1_.r'� ICSkIT��lf Permit 9: Builders a4 S se 1 THE FOLLOWING CORRECTIONS ARE REQUIRED: _ 7 -.4 ' L G t vw Ck pe bi j/ A i Inapector: _ /L/.X.. l Date. _,X__APPROVRD DISAPPRO K— APPROVED SUBJECT TO ABOVE Call For Reinep. APPLICATION - STREET IMPRO MENT/EXCAVATION COPY ORDINAwCE NO. 74-14 ( FILE (VELLO'N)•INSP. (INSTRUCTIONS ON SEPARATE SHEET) (PINK)•OTHER AGENCY-bldg, 0"4)_APPLICANT APPROVED 14 APPLICATION NO.: y NOT APPROVED ❑ CI I Y O I IGARD, OREGON FEE AMT. s __... 052.('C -- PENDING FEE PMT. ❑ CITY IIAL1, RECEIPT NO. PENDING SECURITY p PUBLIC WORKS DEPARTMENT BY _!___ .-_ DATE�__�L'G PENDING AGENCY "OK^ ❑ Application and PrDQrrxs Record - - MAINTENANCE BON%fit "ENDING INFORMATION Ip FOR STREET IMPROVEMENT/EXCAVATION AS RFUUIRED --- ANNUAL PENDING VARIANCE ] EXPIRATION DATE: O(113 ygrar PERMIT 140 f. .... DATE ISSUED: ------� � BY ' 11 ) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL 4t.:'c :: CIAIJ: ):t VA0118 AI dnd-tknc:kl i 11 AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH Cl rY REQUIREMENTS. I - APPLICANT �•_�]' Scx`tt 7053 Lola Lane _ __ Tigard, 2_44_-171! _ t�., NAME ADDRESS - �� ,— CITY CONTRACTORPHONE �J. Ray Scott NAME ADDRESS —__ - ..______C IT.V .-_--_-_-.__ _._.—f-HO—_ r. PLA^1S BY -City Standard and Specificatins alai attached drawings NAME AODRCSS_ CITY PHONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): E + 1 )O.00 _ _ DOLLAPS (2) EXCAVATION DATA: — T FOR OPFIc s- - -- MIN. 0.04 X s ff000 STREET _ DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALL ITEM DATE I REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM_ h QUANTITY t.o13 "w LjAja atLac i.A) STREET OPENED INSP C- ___ _ R TION Q ESTIMATED STREET OPENING DATE:_ L / - S ESTIMATED STREET CLOSING DATE: _ / T — 131 SECURITY NO. SECURITY AMTS � �00 STREET _-•. CLO3FD _ SURETY CO. .`__. FINAL II - -- INSPEC. ( NECK ASH rO 06140 (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS/ CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT. 1. ) J',11 work shall c'Urlform t0 City Standards/Specifications t,,) 1 I I I the atFA&Zied drawirNs. Site: 7053 S.W. I 1 Lola trl. i 2.) Notify City Inspector (Mr. Call Is - - _ - - - - - - -� ` -- Vieweg #639-4171) prior to UP8r. itartitig work, prior to coveriruj S•W•_3 i pilin & jpon axrp'etion of wock. Traffic control-& pedwtc an safety shall be prJUN3 or N at al 1 t Imes. 4.) rroainrl controls shr111 be — F)COViNo for at all t LIt s. (J) NOTE THE CITY OF TIGARD DOES NOT. 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 COMPL ' WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE FIARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. Excavator shall darply with CR.S 757.541 ; 757.571.. APPLICANTS SIGNATURE DATE / — / It; , S o kZ2 •• G. a 3001 4 C04MEM HEADWALL REQUIRED � 90U • ,.d' ::A.. s 7` \I- 23 WHEIG USING CORRUGATED METAL _ 4e ? OR BLASTIC PIPE W •, tri r ■•rn er • 3w(� c 5000 Q TO. !, •�, 24 y ..rgspo EyUBT.1p SURFACE �� _ _ * IfLM P •� 15: �G �. . uoo k teams `=0 ROCK i s 0 �^ c>41aT.11 6400 1 - -- - , 1 •e■M rY trtM • S ,rr 5300 9 u•e 3i . _ •r• ~ 18300 c = EX15T, PIPE 0Th'ER THAN CONCRETE is 1 3400~~ 5400 !SF Pf IE, AS APPROVED _ 26.13 Ac ■e !; 1 ■ tu• ■vo w•d Jt 7i --• 30 I"�+ W.-M 2 S H ADY (' C»T. DrfCV' a"~., o.o!s S.c, W, ' 6 lAYED AT EXISTING GRADE OF DITCH — NO SLUMPS ..:. .. R " , �•5700 5500 ■ w� 29 30 b 31 32 33 ■ 7 r ■r n oo rt b ro 11 9100 b� rr w' ■In so y to ■o b000 U 9G(K) MU) FAD) 6900 9000 k 11 r 9300 a DO 1 Q ,C i t10 23 q 100 _ r 10 J _+StII� '�,'•• •ti R a �1s'e'� S.W LOLA LANE .�.. trcr>rvreo" ■ 10600 Q •,o '— `-r„� ' 1+ 3 Q ww 100009500 f1 .f �1 r jl Il 0 t \ (n ?D 9400 91)00 9700 � � b 0500 1!1 - 36 10 f7 a 4 KN00 1-, ,� ��" I I w .SSA~ r t I O• A :111900 • - _ en 1� I CA / o / jr J / ' It i I � VL S T ` �'� //� ASO � � •'� �� -AI J i - .• J � h l �\ I V J', .,ME I c E COL P, L. -7 2-1, 7 1 I'Ap"ra) OR rd T rj L PAYME11T r ur�Pow cl M 9() 5EEl' PERMIJ , FA I r) 0 2664 COMMONWEALTH HEARING SERVICES 24-2211210 7053 LOLA LANE 244 1118 "HANC14 146 TIGARD, OREGON 97223 90 Rc -rL 4 PAY TO TTIF Y7 I X)l I AR� T 0 --o M M 0 N U BANK KING c YBRANCH U.S. 0. rt " -.0.goK L13066 TICAP0,OR 8 IINITFC%T;4';N BANK of OREGON ATFdt ATI, 13 Fw 000 2 � l: L23000220j: 0007 964t!' 2664 12 3 /CF r-R. � Spp3Q,�•►.� O "0�-Y /f�'�L►W�( �.0.. ,t`-,� C.Yf,�,.Q-"tom.-. 'o7.z�. ,.<�,..r• �Q,.� .� l��d�y �'Y�2. -AL r�ye�iive� e (lJ © °►1�e.. cy'�aze.��,�cl��/tAw��++� � vx�-�_ ,a��.�� / mreiti RECEIVED RECEIVED ? 0 2 199U U 1990 COMMUNITY DEVELOPMET,MMIINiTY DEVELOf'Mf:^' Mr John Hageman City of Tigard Oct. 2 , 1990 Re : Extending Culvert 7053 Lola Lane Tigard, OR 97223 Enclosed are the specifications you requested given to me by Oregon Culvert Co. regarding the size , thickness. and minimum cohering recommended that I will use in extending the culvert. The new pipe will be connected to the bell end of the existing pipe and grouted together. The depth of the existing culvert is 32 inches, and the width at the base is also 32 inches. Current width of natural flow of water as it now exists at widest point, is 25 inches . At this pointthe water which is just a natural run off of current property is a mere trickle , and at its deepest point is leas than 2 inches. The culvert at the new end of pipe will extend from one side of culvert to the other and will he at least one foot higher t.:an existing culvert, and will be a cement barrier. Covering of the new pipe will conform to the minimum 12 inches as re:: ommended to a depth to conform with existing piece of property. Trust this answers the questiot:4 you had, and will satisfy the issuance of the permit . Sincerely. C._9F�L�t G. Ray Scott _ 7053 Lola Lane Tigard, OR 9'1223 RC v9tA`-'"NV X31 k'-�� ' •�-��r�IF..- � � P Table 4-1 Steel Thickness in Inches for CSP Sewers - Xctinv 1•'�" x '/a" Corrugation-F120 or E80 Live Load Diameter For Maximum Height of Trench Above \� of Pipe (inches) Top of Pipe Equal to 40 Feet 6 0.052 8 10 g 12 15 C18 0.052 aon soil at corners Notes:inimum height of cover over to o}pipe J 9 P pie Rt - Radius at crown is 12 inches. Rc- Radius of Corner 2. Backfill around pipe must be compacted to a specified AASHTO T-99 aensity of 90%. Pv _ Oesign press:ue 3 Use reasonable care in handling and installation. Fig. 4-1 The Pressures ori a Pipe-Arch Vary with 4.Zinc coated steel sheet'hickness shown is based on Location and Radiu:;, Bung Greatest at the Comers. commercially available sheets. Table 4-2 Steel Thickness in Inches_for CSP Sewers-2-2/3" x 1/2"Corrugation H2O or E80 Live Load Diameter - of Pipe Maximum Height of Trench Above Top of Pipe (feet) Minimum Cover (in) (inches) _ 15 13-20 21-25 2630- 31-35 36-40 11.29 E80 12 0.05._ 0.052 0.052 0.052 0.052 0.052 12 12 18 I • I 24 I + 0.052 �- 0.052 0.952 0.052___ _. -- ____-- -- 36 0.052 0.052 0.052 0.064 42 j.052 0.052 0.064 0.064 48 0.052 0.1:52 0.052 0.064 0.064 0.064 54 0.064 0.064 0.064 0.064 0.064 0.064 18 60 0.079 0.079 0.079 0.079 0.079 0.079 I 66 0.109 0.109 J.109 0.109 0.109 0.109 !I `� 72 0.109 0.109 0.109 0.109 0.109 0.109 78 0.109 0.109 0.109 0.109 0.109 0.109 24 84 0.109 r'.109 0.109 0.109 0.109 0.109 90 0.109 0.109 0.109 0.138 0 i 68 0.168 1 96 0.138 0.138 0.138 0.138 0.1 F8 0.168 - - Notes: 1. For E80 load ingminimum steel thickness is .06er AREAspecifications_ 2. Backfill around pipe must be compacted to a specified AASHTO T 99 density of 90X,. 3. Use reasonable care in handling and installation. Table 4-3 Steel Thickness in Inches for CSP Pipe-Arch Sewers-2 2/3" x 1/2"Corrugation H2O Live Load Minimum Specified Maximum Height� f Cover (Ft.) Span & Rise Thickness Over Pipe Arch for Soil Bearing (ulimtfbum Required Capacities in Tons/Ft.2 Cover In. In. _ 2 y-3 4 In. 17 x 13 0.064 15 2Z.- 30 12 21 x 15 0.064 14 �1 28 12 2.4 x 18 0.064 ,12 19 25 12 28 x 20 0.064 12 18 24 12 35 x 24 0.064 12 18 24 12 42 x 29 0.064 10 15 20 12 49 x 33 0.079 9 14 19 12 57 x 38 0.109 9 14 19 12 64 x 43 0.109 9 14 19 12 \ 71 x 47 0.138 9 14 19 12 77x52 0.168 9 14 19 12 133 x 57 0.168 10 15 20 12 \ Notes 1. Soil bearing capacity refers to the soil in the region of the pipe corners. 1 The remaining backfill around the pipe-arch must be compacted to a specified AASHTO T-99 density of 90%. 2. Use reasonable care in handling and installation. 26 �, .Y�.� ,,,,.,.....rte• w" `"' �. t Ji/ .10 IN, c .I, ev,c�E 1 �n c1��a `r`'"�..` �f;�. '"''�''�•/^/,fir\ . �-- � rl,hus F�D r rd � h5 L - � � e �f1DtD L� � OK L OJMI �