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12775 SW 127TH AVENUE ADDRESS: 12775 -sw AVIANUX i:Veoo ni slnllcrof im\targelslbui!ding.doc APPLICATION - STREET IMPROVEMENT/EXCAVATION %� e' 19�1r �)COPY TO: ORDINANCE NO. 74-14 ( -FILE I In� F (YELLOELLON" -INSP. (INSTRUCTIONS ON SEPARATE SHEETI `-- (PINK)-OTHER AGENCY bldg, (BLUE)-APPLICANT APPROVED A LIGATION NO.: NOT APPROVED ❑ CI I'YOFTIGARD, OREFEC AMT.: S GON 6.40 j Ux. PENDING FEE. PMT, 0 CI IAIIALL RECEIP r � PENDING SECURITY PUBLIC'WORKSDEPARTMENT BY -1- - DATE - - / - / - - PENDING AGENCY ''OK" (] Application and Progress Recor,i ❑ MAINTENANCE BOND PENDING INFORMATION FOR STREET IMPROVEMENT/EXCAVATION AS RECIOIRLD 4 ANNUAL U PENDING VARIANCE ] EXPIRATI N AT / PERMIT NO : � "" 1' `>� '_� / Ur�TE IS.�UED: __ ___[____._1 __ , BY: (1) APPLICATION IS HEREBY MADE f O REWV E AND REP CE_PMTIONS_DEI' EFE,CTIYE SIDEWALK AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT _William C. Henry 12775 Sin' 127th AVE. Tigard, OR 97223_ #_ 620-1390 NAME ADDRiC SS CITY -- - - PHONE CONTRACTOR Tualatin Valley Concrete 12555 SW 128th Ave Tigard OR 97223_ 5.9.0-7959 NAME -I---' --�- ADORES - CITY - -i -PHONE --- ---- PLANS BY -_ - Per City Standards & Specifications - -- 'NAME-- _ ADDRESS CITY __ PHONE_ -- ESTIMATED IMPROVEMENT TOTAL VALUA a ION ( COST): $ - 160.00 DOLLARS (7) EXCAVATION OFFICE MIN. DATA: 004 X S x;00 _= s _ 6,40 STREET DESCRI?TION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT^ MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPtH ITEM A: QUANTITY STREET t E; 9- 3 > -- P N D - C lE° INSP C- - E TION — Q ESTIMATED STREET OPENING DATE..__..____ / � E ESTIMATED STREET CLOSING DATE: E - (3) SECURITY NO. _ SECURIT AMT.: 160'00 STREET c.LOSED _ SURETY CO.: _ _--_ FINAL -- _ CASH u sono INSPEC. (4) PLOT PLAN INDICATE SITE PERTINENT PHYSICAL �— SPECIAL_ PROVISIONS / COND'TIONS: FFATURES; EXCAVATION LOCATION AND EXTENT. 1277S See attached special a-)(1clitions 1 I X SITE' 12865 5W 127th A I N � I work area • 1Apr CL NJ' N >- N1 . - - - --------- W (5) 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 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 w, APPLICANTS SIGNATURE _ 'W DATE 1 / / G / L-5 M,M Special Conditions/Provisions: 1. All work shall conform to City of Tigard, Oregon, Standar-s and Specifications. Note the attac�ed Detail Drawings (Wa. Co. CS-305, CS-3.11, applicable hereto. 2. Notify City Inspector Letha Thomas(#639-4171) 24 hours, belzre starting any work. 3. The attached Traffic Control Typical Details applicable hereto. Also, access-to and egress-from parcels of land adjacent to the work area .ha'I be maintained at all tirnos. Pedestrian safety shall be provided for by the c•a-ltractor at all times. 4. Removal/replacement work and damage repair work shill be p osnptly initiated and completed to the City's satisfaction. No work shall be considered complete until it is accepted by the City. The City reserves the right to cause to'sting and certification of work or repairs to be performed, to the City's satisfaction, at permittee's expense. 5. Erosion control shall be provided for by the contractor. 6. ORS 757.541-571 applies (pre-notification for loca'.ion of underground facilities, etc.). dV1271nAvu.G0P I.L J I.t 7 J •l Irl � .n; �v _. _ . Rl Il. I 1y I I _ I 1' J I 12148 �J V n v. Ot W 12162 _ V,I• •� I r � 1.•y' .;:I; � WILLS P L'- �� . . 12184 --- rn n 12 f. 12: 0 M 12 M !^ 12206 1219 _ 12223 12228 I 12245 j 12230 , • in % I 2_.. 3a 1220 a !, •I I; ! 1� .-.-) T--- 12235 12242 I' 12205 t22J0 !221 12257 12274 22d5 q� I't2%O ��, a N 1 c, i Y� ' - . -- � R��. c 1222 12+ ( 12 I 0 �. S.W KLA 7g w ^�U5 12:100 c ' 5 U M 12288 - I It �t239A 12303 12310 1234F, 3 .4211 123 .1) 12.- h 1. Q !2356 12341 I'44 /-: 1,'4 45 � 1 V 1` � li. •.'i u 12367 12326 a_ > - n v o � 12354 12 1 1•: . nt ntto 'n M N1Ca.�5 LLJ 'SHS ST/ 3 12392 1, 114R 4 1245tU m 12 04 tcp 1i:400 i - =I. ;247 F t} 144 1) M _N I::ti65 124 I r' N, 12470 v 12418 - 12Lu ' !� • 14-t 15 12480 125'2:v 1,4 J5 IL eFF sT Q505 I'=• " r ~ u, to re 5 � N N S` I I 1 2 5 e 5 LTJ 12:0 0 Iia o 'C', \ IJ Q N .v r CD ' I 12949 12941 / 12' _ ' SW MARIE CT .412919 � N 12 i 31: _� Y 5 127t7u 127 -. 74 a' m J1275., �• J7 N I V N w i— • , STREET. , ,. *. 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N 1� a o ~ n 600 1p 100.00 81 54 12700 ti151 ti0 ^ 5 55 8 8 4 -100 1454 N 12400 146 r 56 105 00 S 8 r 143 \O 12800 13100 q'hn O At S W"v '° W W 20 150 .4, Lt-j : n1_91 147 ro 0° loo.00 s �' • h13 .; a s4T• e 7 12300 °� ��` �� 13000 e 400 fOoa���, _ 4800 w a� 142 ',► 48 �.., 149 1 ►itp 53 (�' 3 ^ Ig ° o �f - ` V ' 130 J �d300 ybJv 9362 ► ` I f f 10 t 12200 Ne7'29'40"w \� % 200 �. ",r 52 �' 'r N h of oc W ]LI * 51 X10 a 4900 w 504 o °' °0 18 0 a 60 to rte. 1 e7 7! rh o v 1>• s f z t ►*'44'S 'w 9 as 02 40 t \� TRACT"G R w'�� 4, " N Doo s 60 0° 5 000 K D to 5'L00 1 51 OG f «, 17 i_ Q • o (ice15 0 n . N 16 o - o u• lL bs _ J r• N 8='32'40"w �—^ n 100-00 131.10 70.o0 '1000 TdTT6'—i 3.00 a e.•43't7"I toe 37 = N Wcz,40"w 7300 SEE MAC 25 1 4 Ac, R/W CURB JOINT +If SEE NOTE 5 2% I ROAD • . - '�— :. \2" OF 3/4"-0 COMPACTED SUBGRADE SIDEWALK ADJACENT TO CURB R/W ---- 5' MIN. 6M ROAD --t— 2 I I _ T` ill r 5 NOT[ 5 I 2" OF 3/4 -0 COMPACTED SUBGRADE SIDEWALK AWAY FROM CURB NOTES L CONCRETE SHALL BE 3000 PS.I. AT 29 DAYS , S SACK MIX , SLUMP RANGE OF 1 12" TO 3" ? PANELS TO BE 5 FEET LONG 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES , UTILITY VAULTS ,WHEELCHAIR RAMPS , 9 AT SPACING NOT TO EXCEED 43 FT. 4. FOR SIDEWALKS ADJACENT Tn THE CURB 9 POURED AT THE SAME TIME AS THE CURB, THE ,JOINT BETWEEN I HEM SHALL BE A TROWELED JOINT WITH A MIN. 112."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 . �n OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES . r 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3"DIA. PLASTI' —� PIPE AT 2 % SLOPE CONTRACTION JOINT TO BE PLACED OVER PIPE. �WAS)HINGTON COUNTY DEPARTMENT OF LAND USE CONCRETE SIDEWALK AND TRANSPORTATION DATE CIVIL ENGINEER DRAWN APWA NO. WASK COUNTY NO. !? f_ �� ��-3�- -- A NONE CS - 305 FACE. OF CURB WIDTH OF STREET I DRAINAGE SLOCKOUT 3" 1.D. PLA"IC PIP£ WITH COUPLING I" R --�\ S~ 1/71 R ROAD _ 1° • 1ljr MAx. A A e . bASE COURSE I eQ 9N 1. FOR DESIGN SPEEDS GREATER THAN 40 MPPI THE EMERGENCY MOUNTABLE CURB CS-300 SHALL BE USED. ?. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PS.L AFTER 26 DAYS. EXPANSION JOINTS . A. TO BE PROVIDED 1) AT EACH POINT OF TANGENCY OF THE CURB . 2) AT EACH COLD JOINT 3) AT EACH SIDE OF INLET STRUCTURES. 4) AT EACH END OF DRIVEWAYS . 3) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 43 FEET . B. MATERIAL TU BE PRE - MOLDED, ASPHALT IMPREGNATED, NON-EXTRUDING, WITH A THICKNESS OF 1/2 INCH. 3. CONTRACTION JOINTS . A. SPACING TO BE NOT MORE THAN 15 FEET B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 112 INCHES . 4. BASE ROCK -2.. O OR3/4'--0- , 95% COMPACTION. BASE ROCK SHALL 13E TO SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH , WHICHEVER IS GREATER . rt ~ b. DRAINAGE BLOCKOUT - 3" DIA. "PLASTIC PIPS . �n y A. I.D. PLASTIC PIPE WITH COUPLING. �- B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB SAW CUT VERTICALLY 18" EACH SIDE OF BRAIN 8 REPOURED TO FULL DEPTH OF CUR©. r_ w WASHINGTON COUNTY CURB NON - MOUNTABLE ��DEFARTMENT OF LAND USE FOR USE ON MEDIANS AND TRANSPORTATION DATE CIVIL ENGINEER DRAWN APWA NO, WASK COUNTY NO- -7/, G •�.��� IiLS 6•as 18MOD. ( ) CS — 301 - 92 - ROAD CONSMUC WNAlm T O 1 ` GENERAL NOTES , o, AY N. 1. TRAFFIC SIGNS TC BE 48" X 48" A LMEO I BLACK ON ORANGE. I]AO AWA7 W'20-4 r00• i 2. NO ROAD CLOSURES, WN. rLA"FR MEM G I W20-7A uv. I 3. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL YjFLAGGM ON UNIFORM TRAFFIC CONTROL I DEVICES FOR STREETS AND HIGHWAYS", n1r+.00' U.S. DEPT. OF TRANSPORTATION, ° T F.H A., 1988 EDITION. 4. ACTUAL SIGN PLACEMENT TO BE _ ADJUSTED IN FIELD. DO NOT REDUCE In j BELOW MINIMUMS WITHOUT CITY n I APPROVAL. i o ,�• 1� 5. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE I SSL RE PUBLIC T SAFETY. I O f rUOW MEAD %7o-7A I _LEGEND 4 N, O ONE LME O TRAFFIC SIGN ROAD MEAD 4 12 CONSTRUCTION ZONE 4 H. �= a TRAFFIC CONFS OR APPROPRIATE DELINEATION O ROAD CON3TRUcno" MEAD DEVICE. I r TRAFFIC CONTROL w � TYFICAL _DETAIL__ OLSIGN BY APPROVED BY DRAWN BY CITY OF TIGARD cAe OREGON �SCALE DATE �:>.S. 4-6-92 ornw���c.No. 0