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ENG2003-00064 ,r,,, ,, : L • COPY at CITY OF TIGARD PUBLIC FACILITY IMPROVEMENT PERMIT PERMIT#: ENG2003-00064 r > DEVELOPMENT SERVICES PRIM. PERMIT#: CUP2003-00001 =` 13125 SW Hall Blvd.,Tigard,OR 97223 (503) 639-4171 DATE ISSUED: 8/8/03 SITE ADDRESS: SW NO ADDRESS PARCEL: 2S102DD-00100 SUBDIVISION: EDGEWOOD ZONING: R-12 BLOCK: LOT: 001 JURISDICTION: TIG PERMIT TYPE: CAP Remarks: Public Facility Paermit (PFI)to install 3"water service connection and two hydrants for the new Tigard Library. FEES Owner: Description Date Amount Total Phone: Engineer: KURAHASHI &ASSOCIATES, INC. 15580 JAY STREET BEAVERTON, OR 97006 Phone: Permittee I Applicant: CITY OF TIGARD 13125 SW HALL BLVD. TIGARD, OR 97223 Phone: Pe rm ittee/ Applicant Signature: Issued By /- '-e( SPECIAL CONDITIONS: (SEE ATTACHED) APPLICATION FOR PUBLIC FACILITY IMPROVEMENT (PFI) PERMIT411104 , 6\ Engineering Department 13125 SW Ha11 Blvd., Tigard, OR 97223 (503) 639-4171 FAX: (503) 624-0752 CITY OF TIGARD FOR STAFF USE ONLY General Information: Engineering Property Address/Location(s): /3560 .S W ,4 // Case No.: New /p./0 rct'Ay Receipt No.: 1 r Date: *Applicant's Name: C1�7 7 of T of a r ar Application Accepted By: LJ / Address: /312 s S w A fit.// . 81� v d Revised 4/15/02 City/State: Po l--ilex 0 1e Zip: 972 2.3 Primary Contact: tai-eci ,l3 ark- REQUIRED SUBMITTAL INFORMATION Phone:S-03 718- 2 4 68 Fax:503 2-4- Professional Engineered Plans are �+p / reauired for: Contractor's Name: /4'f irYta 'l Con s-/'-u cT'c /j Co. CCB# 2e 4-PP Expiration: 4t / <0# • Street Widening • • Subdivision Infrastructure Address: 805' s W z / D O . Main utility line extension (Storm i City/State: 1City/State: Pe. --//a tit op/ 0422- Zip: 7205. Drain, Sanitary and Water) Phone:-D3 22/- 851/ Fax: 5'03 2 21- 8934 **Note: See Engineered Plan Submittal Checklist attached. Plans By: Kurgh,,sA,' d46s-oc:0.1es .Zinc• Address: /.5-4-8'4" ..3. S-f For all other work: Submit scaled sketch of the work to be done. (see attached City/State:Bea.ua#--/ah o!2. Zip: 9 7 00 6 minimum sketch requirements and Phone:So3 6 4 4- 6 84-2_ Fax: 503 6 41- a73 4 provided sketch area). Description of work: Wale).- Sei- n v.•Ce oLi ec-//oh Tar n e.w 4.t6i-cc.v y Q1? G �w 0 [� v C wa. . / Estimated value of work(within the public right-of-way): $ /s,9 00 Is work related to a LAND-USE DECISION? YES NO f If so, please specify (MLP, SDR, SUB, ect.) case#: d i.ZP 200 3^ 000/ Is the work related to a BUILDING PERMIT? YES F/1 NO n If so, please specify(BUILDING PERMIT) case#: 2L/P 2 003 — 002// *NOTE: Person specified as "Applicant" shall be designated "Permitee" and shall provide financial assurance for the work. `9wr' ENGINEERING DEPARTMENT FEES 1. Public Facility Improvement (PFI) Permit: Estimated Cost of Public Improvement Deposit 0 to $4,000 Min. Non-refundable fee of$150 $4,001 to $10,000 $1,200 $10,001 to $20,000 $1,200 + 10.0% over$10,000 $20,001 to $50,000 $2,200 + 8.0% over$20,000 $50,001 to $80,000 $4,600 + 6.0% over$50,000 $80,001 to $100,000 $6,400 + 4.0% over $80,000 $100,001 to $300,000 $7,200 + 2.0% over$100,000 $300,001 to $500,000 $11,200 + 1.0% over $300,000 $500,001 to AND UP $13,200 + 0.5% over$500,000 Deposit to be paid as follows: 1. Upon submittal of plans $150.00 non-refundable intake fee. 2. Prior to formal plan review -Balance of calculated deposit is due. NOTE 1: In addition to the administration deposit, assurance for the public improvement is required in the amount of 100% of estimated public improvement cost. NOTE 2: Final permit fee will be determined based upon actual time spent by City Staff on the project. PFI Permit Fee Exemptions: There will be no permit fee charged, or assurance required for the following types of work: • Sidewalk or driveway repair (less than 20 lineal feet) • Relocate or replace mailbox • Ditch cleaning that does not involve regrading. • Weephole repair • Curb repair or replacement (less than 20 lineal feet) • Lawn sprinkler system installation or repair • . Street tree pruning or planting • Planter strip landscape maintenance • Test wells 2. Addressing Fee: The fee for this service is $30.00 per address. REVISED: July 16,2002 \1tig333\usr\depts\eng\briannrnasters\eng fee-revision-032102 doc • CITY OF TIGARD ENGINEER PLAN SUBMITTAL CHECK LIST A. GENERAL REQUIREMENTS Approved Application Completed Notice of Decision Conditions Met Soils Report/Subgrade Evaluation Hydraulic Report Calculations and Hydrology Erosion Control Plan Traffic Report Proof of Utility Coordination Quantities/Cost Estimate Design Plans — Cover-Site,Vicinity,Abbreviation, Legend — Street(Plan and Profile) — Water,Storm and Sanitary(Plan and Profile),Water Quality Facilities — Electricity,Phone, Gas crossings on storm and sanitary plans and profiles — Grading — Landscaping — Structures — Composite Utility Plan — Details — Traffic Control — Signing and Striping — General Notes Format — 24"x 36" Sheet Size — Scale — North Arrow — Bench Mark — Title Block(Engineer.,Owner,Project, Sheet) — PE Stamp — Revisions — Dated B. PLAN VIEW R/W,Property Lines Survey Monuments(Existing&Proposed) Easements(Slope,Utility,Access) Subdivision Name,Lot#,Tract Lines,Street Names Centerline with stationing(Existing&Proposed) Curb&Sidewalk(including.Ramps&Drawings&Elevations) Horizontal Curve Data(including curve radius,length and delta with elevations at'/.deltas) Match Lines (with Reference Number Sheet) Survey(Existing&Proposed) Toe&Top of Slope Pedestrian/Bicycle Path Cross Section Locations Mailboxes Drainage Arrows Crown lines(except centerline) Intersection centerline stationing Existing Features(Adjusted,Removed,Relocated,Remain) Inlet capacity vs. actual flow 'tow `" 'r Floodplain location Under drain requirements Traffic study/impact(ADT, Speed, Classification) Pavement section Quantity/Cost Estimate F. TYPICAL DETAILS Typical road section, right-of-way to right-of-way, and slope to original ground, including typical utility locations Utility details (W,SS, SD,E,G,T,TV) Manhole, catch basin, trench, inlet/outlet structures Fire hydrant, trench intersection Landscaping Sidewalk, Driveway, Curb Special details,structures Survey monument box i\eng\brianr\department issues\p.i.d.s update\appendix c doc -r s5 �r�"` • • v nJ,nu ,w LP t� o rill.. 2 CEDAR 20 EDA [' .i' ' \. 11 7 CE�A4 AP�LE I- I I \ a! / } - O NSTAtt LEANalr SEF DETAIL A I ^t' ;SFiCic ' IAAz7Lnccr O " ." / / ) R11I >a O?AAE ( • I 571CL( �" Crag FIOCCr OAR I �,� E., 1J7:671 Iflood pIaln 5 INSTALL !AD IF[E 6'PIC ' 4 ttr 24 NOCL) \ 1 II I \ BUFFER LINE C \T--` /I `\ ' O s_ aLi7 V • ! �Mw P I I - I \\, \ \ — / \ �.y)2 11I O RGUDE NASVT=LL�t T SEF DETAIL n _ � �p E� J.�H6D a - i I I j I —t„_ \ \ I /( I 0NSTALL 64141 IF Or 6'PIC I I I I c (� OS_ a0! V I r \ ...... �'`- \ r d NSlALL 45"8010 V 4 �.. G i` ,, i I O / / / l _ --- `-, — \ \ I !/ \ \ O INSTALL 2A17 LF Or 6'PIC I ✓ / / / s_ aLIT % �� I ,� / / / I \1 \ \ !O NSTALL INSTALL 4142 L HIM I 1Ii tF OF Ir PVC S_ Q01 3= d I GI 4-( ��RS /i. 7 _. ....may+ �_ \ \ I2 GYfANR/TSEFL1�TA2 rn , ),./-----,— til I I '�I 1 // I- ` — ~ \ 1 .�(--ji_.. ._ \ 0 STA• LL or rPK' S_ a0, 3, - I - ,Id.�� r I 1 / //r — — — \ // 1 \ �\ N, \\�. I4 NSTALL 45'BEND II — - I / ( I OOMYECT 70 BILLING QEANOUT U.—, " !jj` Y'anit ill _ / ` ' \ '''''.41`• \ i - ,..r• - yam\ r r �- / I w II I'C�■■■' \ -�_ . — I - - . • WATERLINE NOTES - t14 \ 6 a,' I^I .'.--L I"1�I I� inili "�+';k f \ _ �r/� I \ / I %/ I r�) el O7 INSTALL 6'17114.37 NOT TAP SEE LiETAL e. Pli' ,..,- _i .. - i / I s NOT USED -RA._ _ id ( ' �,•��y� �,, J / ,r�,'" � 47 ,•e ate/ ', / �� \ \ Q -• �`!: r `` �1 ), I \ / \ 2g ASM, NSrALL 6.7D 4'w 7D L4r 7EE SEE OETK --e x I_� - I i�,.,1114.‘� rr;s �- L:��, ��� / it%�"_s`:"-, �' :'�i� / \_ i FH �' ''4? 1A 114 � 1 - Cillikligli ` ;/11 / /• IV \ `\ 4WSTALL P7Y VALI,E AND MG L > s LSE VAccr ANn vcwEsnc `✓ IIleo air J i --- .,I ii /41414:1:41: //7 77u-P471-149 UNL r AR O NSTAc1 1844v Ls Or 6'cAao A BOUNCARy( • ;'. �°® AIA 0 \I ✓ Ci • •\-.w,' ` ,/ �►•�-,- :time•"°�d 4 E / TLLxn PrAAv ) 6 NSrACL 6'70 4'lEF 1�EE AETK PI :� { 4r � is f © .---:-. (7 ® �t`� �, � ,'�' / \� I J_ 0Norus�n ► + O 'f \ 1 \ \�. + �'�ai�I„� 147 ' I`�`� � :..,....r•-11,77.411 , y / ,1 I / / / l , / �' OD INSTALL 4L2?LFOre•CSOO '., -� '� 36F'!NE , 0 / `-'-'=•••-•- i��, ',� ' F'=. _ _ �/i� Ii ' `r��11► / / \, f-- ` ' — — 9 NS7ALL FIRE HYDRANT SEF L2ETK `44 a L141111102.1111 �IT .V��■■■■■■■■w �'%����� �� n` Itj��l TCP CIF BAAOC , -.7-_—_ O -� A �y��► N� f ��• `♦;• : ��� CO O / J ll _ '� NSTALL AS LF 1'1 ENE LINE I ,�j ,c��R _ ��� ,r ,� ' , '����� �Ql:7101#44- " �u I r fr� i a"ruwTHVRN• ®20 . ^`1j !,L�a . i '!� •i \. . V V _v_____, �l : i /• I I \ /I 17 NSTALL 2J LF OF 6'p ,� �L� •I p I 9Y / - / I 1 \ // I I NS7ALL FIRE N7024NT SEF LETAIL• erN j; QI © ® 4?. • � / \ I \ `\ I •12' OIVSTALL AY EL7V SW OE7AL • 4— ► \ /` g Zo:+LDL71 6 F7R,• — - �• I _ �Os I A L 1 \ •\ \. __18" LEN T NSTAl1 41.61 LF Or r PIC L 1� 0 PP f 14:: i �i� \ ` . O / I i' �,\ \ \ \ 12,11 f , a STALL J'ME/DP t 'war S X L E TK a CA 75'fiR _ il > [XJIFRI/!NA7L7I PROPOSE/1 IMO(Or �I , IMAIr _.....);:"A "--.27'...._,______I 74 QAK4" R I \ \S • I 4lEMGILK H904 7L7 FLtO]47VT Or YAGCTj �� WA ____\ � ;;ALDER 1 \ 'yrs i �[?� � � -s _` X61>Io c. 1B20CU , s� 7O /.01(1J IERAI L7ETK L� r k �!. I��O�" ,. Pun v -� . _ �\ .l w xINT L�37RAN ) 4 J -� 1 \, E f ► r•.. _ �/!' — `. C \ , x Q"STALL 25234 LF Orr PIC • `'•PEPtrril , 1 1 I I `Berm \ I r ~-� t / Nsnv1 90-mho SEE OVAL Mb=' li: I' ca/-As;A/)''''/- N--\\\ s r6 �, ( I I �� I I _ \ ' I '/ � � . ji1�I 'G'INSTALL 1460 LF Or 4'P►C �/ �\ ; I II I I• I ` VEOETA.1-wk • I I J l /i \� ����/ ,-1 \ \),(I SHS ®"STALL 45'SENO n — — — ` \ h. I ' !_ II , DIY r l�I�' \ �)I'\// /( "STALL TL16d LF Cr 4•P►C LA L>4 I \ I I ,I tI r /'k- i ` ) , i y I ::z f .' rL J FFF (fF J �`/ "STALL AD L,�7I7 SEE OCTAL 1 /J /J / �----i /f 15100144 1 / 1\V‘\,, ."/� \ 0' cYriVECr 7D BULGING soPNOE s<fRpv BIILawc 1,1 . �_`kill... 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I /----- '--4 / / k / `1- I NS ALL 3 r P = e ' �ff� rT L — �' (./-: ( (018720W / / •-♦� =F���� ' II �\ "STALL 4TLiL14D3 — ,1 ;FOY #19i I I "STALL 1273[F Or r PIC wMC�, I I r� y' s�s, ,,, .1;ic F< s /—�- -�I —� / - ��•° / 'i l �,I r\�. „Ayr., ,441"-- A OW. / ) 7 . _ _ 1'/ `�r.. ..� suSALLNSTJUL 1SA6LFOr6'pI I ) Allik y ( ( (,4 �L7.2Xgli -�"4—,,•17-4•44, %�_ -�C- -% "STALL l7 LF Ors•p f ,I _ I d"72" �j� \ \ �` •�� <• 701DC1L17 4i*�+- =n*,�� /Ag,-Awe .-- — — ©PP4OVO(77NUST RESIRANT FYN CONAEC77OYSi n _'al -"-� \ ` j��9CUST�'�a10 /57 �" '�(7'm-3N^ �; �-Ar_,-,:-....- I + DEMOS =AAD OINVI NECESSARY POWIS t��" I'D �I , �� -- ,, \ \ ._ _,_ ---6, - \ \ \ ` / Af�/ TH9YX ALL WAID4IJIYES O "�� \ VT '•�`"-"-4,---„.----.....,k....;...,44\ / -� — \ _ r �� s ? - ©"STALL 47(.5-FEND 7RIN9)7oY O'X�PLNG FC?A, ss . l CONVERT 70 S175EUL1E en PVC �. 8t II .o /_ — _ ,4'oEc `,� I To'Lccv -lo" cv \ -�� �\ \ /-3 / of I — /1// / — — 7 CQ� LOCb.£T' ` \.•.. ` ©GAS Alk? NATER LINES/NT EE INSTALL 146 • `:f— — — 0-' ' _/a' jl - "C \ \ \ \ . . \ / .` N GLiMVOV 77d9VOY SEE DETAIL �! I \ —.s,— \\/....: p pJ Ib' u \ \ `� \ \ \ \,.. t ` (N077FTNNW PRIOR IDEaUVAnaN). 31 I !dill I I, i ' ice 0 '2eEOAR�s,11 — �,oz c ��� \ \ \ \ \\-.`1 I l • • SIDEWALK ADJACENT TO CURB 1-3--2.0'--c- 18" CAST IRON 910 b l O D VALVE BOX TOP 18" BREAK FLANGE SIDEWALK MIN d� 3" MIN. 6" MAX. 1, •,. \ 1 1/2 - '� 4" DRAIN ROC �''� �y 6<- z t.04 4\ I���I I I•�-• TAR PAPER (MOISTU' s/-44 . r.:• ... 6" DUCTILE IRON PIPE ...."% ! %S.. RESTRAIN ALL JOINTS W/ •W..I. .4.i••. " 4`;= 1'Ir, FIELD LOK" OR EQUAL GASKETSow VIII •• II. III ��f �1�`\ y-1v ,�c 6" MEGALUG RETAINER ��V�ti •���,` '`�N GLAND (EBAA IRON) CONCRETE PIER 6" GATE VALVE BLOCK FLG. x M.J. SIDEWALK WITH PLANTER 2.0' ...— M.J. x 6" FLG. TEE STRIP AT CURB o /— SIDEWALK 3" MIN 1 6" MAX. BREAK FLANGE jFs.;7A4,,,, ii�� i � � .b ._6.1 NOTE: '44•� 48'0,�'�• 0.0' � �''�� 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP'D EQUAL) 6" MJ, 5 1/4" MVO 3 PORT — TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: A. OIL RESERVOIR B. BRONZE ACTUATION NUT C. BRONZE SEAT RING D. WEATHER SHIELD CAP E. SAFETY SLEEVE COUPLING F. THREADED NOZZLES WITH "0" RINGS G. NATIONAL STANDARD THREADS 2. SAFETY CHAINS TO BE REMOVED. 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED BY DISTRICT FIRE MARSHALL. 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED BY ENGINEER. 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. APPROVED er: NO SCALE AGUSTIN P. DUENAS FIRE HYDRANT ENGINEERING DEPARTMENT „lil��r..,. 13125 S.W.HALL MVO. CITY ENGINEER DWG. NO. L.lLi� VOICE: f 3GON 639-4171> ASSEMBLY 542 CITY OF TIGARD FAX 503 684-7297 MARCH 1998 OREGON APPROVAL DAIS o STREET SIDE CUSTOMER SIDE §q D • LADDER —\ 0 4ITEM QTY DESCRIPTION ` 1 2EA 4" X 3" FLG X FLG RED do 3" FLG GATE VALVE OR i.- 2 4" X 4" FLG GATE VALVE WITH HANDWHEEL . r"on (77-\� `t yJ li i ♦ fp 2 1 2" CORP COMP/COMP z — g 0 pi 3 2 4. D.I. SPOOL FLG X P.E. ? DOOR LATCH ;�.. =�5 THIS END I © `� 4 2 4" X 2" STRADDLE g� © \,... 5 1 4" RETAINER GLAND Q ` ro © O 6 2 2" SWT XSWT " C 2 \ / 7 1 2" TYPE "K' COPPER PIPE 6"-3" - - _. ■, 8 1 2" COUPLING COMPRESSION 0 ■A 9 1 UTILITY VAULT 675-WA-730 WITH OPENING ' :41.11'1,13.11 : III:01(1'7;;: . d FOR BILCO DOOR JD-3AL AND OSHA N Y;., a Q -+ ..0: TO BACKFLOW APPROVED LADDER SEE NOTE NO. 1 A 4 z ei... �Y.S,o* _ O \ '• ....f4: ASSEMBLY 10 1 OPTIONAL SUMP PUMP "GRUNDFOS" 1 x F MODEL "THE BOSS 200" 1/3 HP STAINLESS > c m '+ •' STEEL SUMP PUMP WITH FLOAT SWITCH Aa r / AND 1-1/4" DISCHARGE (MISC. PIPING FOR H THRUST / 1.-0" DISCHARGE WITH INLINE CHECK VALVE) BLOCK J 11 1 4" PIPE STAND "STANDON" PLAN SLOPE GROUND AWAY FROM VAULT 3" 4 ..... 117 i DISCHARGE TO CURB OR STORM DRAIN w . K - �1Wp��%�i mS-0" _ NOTES �° TO 3"-6" ( ' 5'-5" I A ==. /� 1. SEAL ALL OPENINGS IN VAULT F )15: :111:.iii��____I li -1 j________ WITH NON SHRINK GROUT. 2. ALL COPPER PIPE SWEAT JOINTS. ,1 1 INSTALL CONCRETE BALLAST 3 CY �� MIN AROUND BASE OF VAULT IN AREAS o WHERE FLOODING OR HIGHT GROUNDWATER Cr 0 6" 3/4-0 COMPACTED 11 EXISTS Ni N ROCK LEVELING COURSE A CA P DRAIN TO DAYLIGHT OR ELEVATION INSTALL SUMP PUMP 4 . off` D A � m hili g EER o ALL JOINTS TO BE RESTRAINED W/FIELD LOK gsEib v a OR MEGA LUGS SEE STRADDLE BLOCK N DETAIL NO. 561 2 I _ � $ m F,,$ 5' MIN 1 MEGA LUGS (TYP) 1114 \ M XJr- i =III . Z � ( Z 0 NOTE: BEARING AREA IN SQUARE FEET TO BE DETERMINED BY 01 (i' o CHART ON DETAIL NO. 560 OR BY CITY ENGINEER, DEPENDING a ON SOIL CONDITIONS. (!J m D xi o m j ni 1 o ALL JOINTS TO BE c RESTRAINED W/FIELD LOK gtiga 4 a OR MEGA LUGS 1 SEE STRADDLE BLOCK N DETAIL NO. 561 1I i1g z 4 p 8 m m 5' MIN I MEGA LUGS (TYP) NI ? '.•.0- --ci•,' Z Ill*t , / , . • • . ' p.ti • • .4. _I' ■I_J `�. M D /� I� �I \\,\ Z co . 11 Z D NOTE: BEARING AREA IN SQUARE FEET TO BE DETERMINED BY 01 0 o CHART ON DETAIL NO. 560 OR BY CITY ENGINEER, DEPENDING `Q) > ON SOIL CONDITIONS. (A Q m 140■111 *VW 7' I I _-10' - - 0 I II 4 10 1 PLACEMENT OF FIRE I 0 HYDRANTS OVERRIDE PLACEMENT OF VALVES. FIRE HYDRANTS MUST BE PLACED AT TANGENT OF THE CURB ARC. TYPICAL PLACEMENT OF VALVES. PLACE VALVES AT THE TANGENT MAX. 500' .- OF THE CURB ARC. 7' IN FRONT BETWEEN VALVES OF FACE OF CURB AND/OR 10' FROM CENTER LINE OF ROAD NOTE: 1. VALVES ARE NOT TO BE LOCATED IN CURB AND GUTTER AREA 2. VALVE BOXES ARE REQUIRED AT EACH VALVE LOCATION 3. VALVE BOXES CONSIST OF 6" ASTM 3034 PVC RISER AND 18" CAST IRON 910 COVER 4. MAXIMUM SPACING FOR VALVES IS 500 FEET 5. ALL VALVES ARE TO CONFORM WITH AWWA STANDARDS 6. GATE VALVES ARE REQUIRED FOR 8" AND SMALLER PIPE. 7. BUTTERFLY VALVES ARE REQUIRED FOR 12" AND LARGER PIPE. APPROVED BY: NO SCALE AGUd1NY EPDUENAS TYPICAL VALVE DWG. NO. ENGINEERING DEPARTMENT j,� NGINEER piIQI�'.'.. 13125 SW.HALL ROM. TIGARD OREGON 0722 CITY OF TIGARD & 3 ''' MARCH 1998 AND HYDRANT LOCATION 575 CREGON APPROVAL DATE