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Specifications S 1T2005-00030 FANNO CREEK BUS . PARK ( HORNEL) 14775 SW 74T" AVE May 17, 2006 CITY OF TIGARD Horne!, LLC OREGON Gale Nelson PO Box 159 Aurora, OR 97002 RE: HORNEL BUILDING--Sr LE REVIEW Project Information Site Permit: SIT2005-00030 Construction Type: V-B Tenant Name: Horne!Building Occupancy Type: B/S 1 Address: 14775 SW 74th Ave Occupant Load: NA Area: 6,656 sq ft Stories: 2 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2004 edition the Tualatin Valley Fire&Rescue Fire&Life Safety Requirements for Fire Department Access and Water Supplies (Based on the 2004 Oregon Fire Code as amended by TVF&R) and NFPA 24.The submitted plans are approved subject to the following. EROSION 1. Erosion control measures shall be in place prior to excavation or grading. FIRE DEPARTMENT ACCESS 2. The driveway is considered a fire department access roadway.The driveway shall be capable of supporting a 12,500 pound wheel point load and a gross vehicle weight of 50,000 pounds. FIRE LINES 3. FDC line/valves and fire sprinkler line shall be designed by NFPA 24 and NFPA 13. All piping shall be inspected prior to backfill. 4. The fire service main shall be flushed thoroughly before connection to the system riser in order to remove foreign materials that might have entered the main during the course the installation. The flow rate shall not be less than the water demand rate of the system. Section 10.10.2 5. Hydrostatic testing of the underground piping shall occur upon completion of work. The contractor's material and test certificate for underground piping shall be completed and signed. Copies shall be prepared for approving authorities, owners and contractor. Section 10.10.1 (All piping shall be inspected prior to backfill.) 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD (503)684-2772 6. All piping and attached appurtenances subjected to system working pressure shall be hydrostatically tested at 200 psi (13.8 bar)or 50 psi(3.5 bar)in excess of the system working pressure, whichever is greater, and shall maintain that pressure without loss for 2 hours. Loss shall be determined by a drop in gauge pressure or visual leakage. The test pressure shall be read from a gauge located at the low elevation point of the system or portion being tested. Section 10.10.2.2 7. The fire service main shall be minimum 36 inches below grade under driveways and 30 inches elsewhere. The depth shall be measured from the top of the pipe to finished grade. Section 10.4 8. When pipe must be run under buildings, special precautions shall be taken, including the following: • Arching the foundation walls over the pipe • Running the pipe in covered trenches • Providing valves to isolate sections of pipe under building. NFPA 13, 10.6 9. Thrust blocks shall be placed between undisturbed earth and the fitting to be restrained and shall be capable of such bearing to ensure adequate resistance to the thrust to be encountered. Wherever possible,thrust blocks shall be placed so that the joints are accessible for repair. Section 10.8 10. Clearance shall be provided around all piping. The holes shall be sized 2 inches larger than the pipe for 1-in nominal to 31/2-in nominal and 4-in larger than the pipe 4-in nominal and larger. No clearance is required if flexible couplings are located within 1 ft of each side wall, floor, platform or foundation. Section 9.3.4. 11. Piping shall be listed for fire protection service and shall comply with the standards in Table 10.1.1 12. Fire department connections shall be located and arranged so that hose lines can be readily and conveniently attached to the inlets without interference from any nearby objects,including buildings, fences,posts, or other fire department connections. 5.9.5.2 13. Each fire department connection to sprinkler systems shall be designated by a sign as follows: (1) The sign shall have raised or engraved letters at least 1 in. (25.4 mm) in height on a plate or fitting. (2) The sign shall indicate the service for which the connection is intended and shall read, for example as follows: 5.9.5.3 AUTOSPKR OPEN SPKR AND STANDPIPE 14.A sign at inlets shall indicate the pressure required to deliver the greatest system demand. 5.9.5.4 ACCESSIBILITY 15.Accessible walkways and routes shall not exceed a running slope of 1 unit vertical in 20 units horizontal (5% slope).Cross slopes shall not exceed 1 unit vertical in 50 units horizontal (2% slope). 16.Accessible parking spaces and access aisles shall be located on a surface with a slope not to exceed 1 unit vertical in 50 units horizontal in all directions. 1104.4.3 OSSC 17.The accessible parking sign is required to be 84 inches to the bottom of the sign. Approved Plans: 1 set of approved plans,bearing the City of Tigard approval stamp,shall be maintained on the jobsite.The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC Premises Identification:Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. When submitting revised drawings or additional information,please attach a copy of the enclosed City of Tigard,Letter of Transmittal.The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respe Val Henzel, Senior Plans Examiner ('7.75 Sw 74 41)6: UT/1-r rY 11l9,JL.7' 7645( $zirx 72° OFF f 4.'r Po T 4--G" (12otO rs ,g v2VF-p t1,h5 povlS,L.E DoolZ COA ri4 1U5 A- G-,08ODrZ /� �. � ���� 3j Ai/t/4-,..,e..5°� G, RVcHG /4UCre-., 7716 Fl rz G scIp,0, s'io,,i '-(v ---- 1M-5 ft 0 - 7"c e -oc kt-= 7 ,T G/9- ({ &,o®,itclJNVPY Gft-rG'' tl G/� r C Id N N 0 ke,it 17,11' cir Ir l it 4 t1,,.-c/L-' 7 ,,,„„,, .r 300 Fir2C NoSC Dv -„L �_T' - 577-FIRE-TVWD 2-Ton Lift Anchor (1 Each Corner) TOP SLAB 5656-4242AL Syracuse CH-4242AL Access Door ) -,_,V i" Aluminum Diamond Plate 1,550 lbs. '' 11 °11°1111111111l'OlIlli/ 'RtST,,411kkp Spring Assisted Door w/Drain Channel i" Li f t I n s er t-\.,,,,,,,,,„ ••••••. _ii_italitilgiffitAiii.r.. 300 p s f, p ed es t r 1 a n r a t e d (4 Places in Top) -.4-1-1-121-4-+-14i1-114-414-;+--4-4-4 Illi-'11-41TT-1-11-ti-i 14" Drain Pipe w/Coupler 2-Ton Lift Anchor -iiil.+1+11-Ijrilljar4I+IffErIjar-+Iti+Ilialiii+I+IMIT--, (4 Places in Top) 41/7-"ItatetREEPeittnaltal.+1- fr r__0,, - ,. -,If., , 2 , I„.. f =,..-- A TOP .---. c''' -.TITITLF±T±rtallifEfTw- -#1:107141174141q4717- No.57-T-4242C • --1-44-i-ri-gri. ITITITITITIFITT-- ,720 lbs. 1,4..., 7.-2" Galv. Ladder w/Aluminum Extenion 4'-8" pi 11 1._0„ (Location of Ladder may vasry) 0 :,40.4...p...... Galvanized Lift Iron !All 6*-6" (1 Each Corner) 7-0 18" x 24" Knockout (2 Each Side, 2 Each End) III hi, r 111 4-2 ' " 8-0 BASE 444 1 No.577-B 44 0 N, %i• 6'-0" , Nq ' 6,230 lbs. , 4, 6-0. .:. .,,, , ... .00 Use for: -... V 3" DCV w/o F , 3" DCDA w/FD *0 • 0 3" DCDA : o_ 4" DCV 7,_0"' - -. 8 Dia. Knockout (2 Each End) 4" DCDA w/FDC .- 4'-8" ,,,...,...,-: 4" DCDA w/o FDC Std. 12" Dia. SumpJ --,,..-- / I (Customer to supply Sump Pump / I Install. Alt. 1/2 per TVWD Detail 310/320) lt, t -5:1;`= -* -i- ' x---- ... I 1 1g— — — ii /..c., r _ 1 .0,1,, !„ _ I al 181 I lel ' :..r, I 111 Num 1- H I lima — soil I , ----- m 1 mil um . Holm Emir; 1 ..7 pm. — olui -- • NEN ., -1 Ii I Im II Imo I I 4.........., 1 II moll 1 a _ • _, Ic,,) 1 0 _ 0 1 li , II 1 41)0 0° ifL 0 -,L, ..„ 1 Iv 0 I E PLAN LuLi-- — ---,_—_,--- — 14" Drain Pipe w/Coupler 1--E—l'-6"—•—•--2'6'— 1'-6"—9.-1 1-1'.-1" 8"—1.-2"..8" SIDE END Scale: 3/8" = 1'-0" 577-FIRE-TVWD 577-FIRE-TVWD te®UTILITY VAULT' File Name:020UCP577-FIRE-TVWD a division of 0 O DCV / DCDA ldcasille Precast Issue Date: May 2006 FIRE SERVICE VAULT PO Box 323,Wilsonville,Oregon 97070-0323 Tel:(503)682-2844 Fax:(503)682-2657 vvww.uvwilsonville.com SPECIFICATION SHEET MODEL 856 /FAE2CO% DOUBLE CHECK DETECTOR ASSEMBLY BACKFLOW PREVENTION Characteristics sical Properties I Ph U.S. Patent No.4,989,635 I Y Size of Mainline 21/2", 3, 4", 6", 8", 10" Max. Working Pressure 175 PSI (1200 KPa) I I [PI Hydrostatic Test Press. 350 PSI (2400 KPa) � 1 \ \;-% � � Temperature Range 32° F to 140° F End Connections Flanged ANSI B16.1 w, c..,,ratcwa,...5. :o ''' , Ps Class 125 • =� =� 4�� Materials MODEL 856 DOUBLE CHECK DETECTOF, M8L -. Main Valve Body Ductile iron Grade 65-45-12 Agency Compliance Y ` ° — Coating Fusion epoxy coated • ASSE Listed (Std. 1048) -2'/2"-8", 10"(Horizon, I Y . r� internal and external • ,"= r. , ) • ANSVAWWA Conformance (C510-89) -2'l2"-8", 1°"(Horizonta�" AWWA C550-90 • CAN/CSA (B64.5) -2'/2"-8" ' e..l Shut Off Valves OS &Y resilient wedge • FM -2'/2"-8" 1 a ry; ;'3 e gate valves - - ' ° - c_:,':1-2:': AWWA C509 • cUL* -21/2"-8" Trim Bronze • Approved by the Foundation for Cross Connection Alloy C83600 Control and Hydraulic Research at the University of Elastomer Discs EPDM Southern California.-2,/2"-8"(Horizontal),4"&6"(Vertical Up) Spring Stainless steel • At this time UL does not make a distinction between vertical and Application horizontal installations. Non-Health Hazard Fire Sprinkler Systems Model 856 Flow Curves 21" and 3" 15 ' - a 10 . o _ . fl ii • . 0 I 4111 0 80 160 240 320 400 GPM V4" ° 4 0 4" and 6" ;v I ' o �IIM • • u. 15 A. ° 43. (n ■11 ° a10 _4�� — 7:AS0i 1_, ..r. li 4- a ,,, 5 ? ° = 4"Minimum o 0 - ° 0 400 800 1200 1600 2000 GPM ° o 0 0 ° o 0 0 8" and 10" 15 v, 10" 10 MODEL 856 o VERTICAL INSTALLATION J -0 5 Idgill T -8 = nA A C,TCD 0 1000 2000 3000 4000 5000 GPM ♦ _, 856 Side View [t z, -� /i /. .. `IL�•3i111111141.11 . CL C m © i� MIL a \n m 4 0 - _'' 0 0 " "Sk.:•`• 0 CD ?Vi*•.:4'to A II 1a 1 g 00 tAiir o, 7__id'••■'',,v's A A-=1 9 A4 M a....... ,...(,Mi!sA):- mffl t‘ ,/ ���. ,, 0® 3 0 2 Lik. _,,,,,..N.,.,. •,- ,,,,,,„,„,,,,.- --. ..411140 - a .;.-D 0-4 .iv,,,,,,,t ` ce i �o [• E�i r;;_ , , _.„...--- : is is : .�!�ttiff 40 CD 0 4 O�G ® © CC m OCO 0 CD CD m€)ice z -., -i y R 'Tk B A . r`',, , It Dimensions and Weights :"= NET WT. U.S. Inches(mm) Lbs.(kgs.) SIZE A B C** D E F G OS&Y 21/2" 403/4 (1035.05) 251/2 (647.70) 163/8 (415.93) 1014 (260.35) 133/8(339.73) 7'/8 (180.98) 31/2(88.90) 218 (98.88) 3" 41'/8(1063.63) 255/8 (650.88) 221/4 (565.15) 1014 (260.35) 133/8 (339.73) 73/8 (187.33) 5 (127.00) 228 (103.48) 4" 46'4(1174.75) 28 (711.20) 231/4 (590.55) 10'/4 (260.35) 14 (355.60) 8'18 (206.38) 5 (127.00) 327 (148.32) 6" 56 (1422.40) 343/4 (882.65) 301/8 (765.18) 13 (330.20) 15 (381.00) 08(250.83) 6 (152.40) 509 (230.88) 8" 65 (1651.00) 413/4 (1060.45) 3734 (958.85) 155/4(396.88) 153/4(400.05) 111/8 (282.58) 71/2 (190.50) 789 (357.88) 10" 725/e(1844.68) 463/8 (1177.93) 48 (1219.20) 155/8(396.88) 153/4 (400.05) 123/ (314.33) 9 (228.60) 909 (412.32) Note:Dimensions are nominal.Allowances must be made for normal manufacturing tolerances. "" With OS&Y Gate Valves(Full Open) Materials of Construction ITEM DESCRIPTION MATERIALS ITEM DESCRIPTION MATERIALS ITEM DESCRIPTION MATERIALS 1 Body A536 GR 65-45-12 8 Lwr Spring Retnr B584 Alloy C83600 24 Bolt Plated Steel 2 Cover A536 GR 65-45-12 9 Spring Stem 304 SS 24.1 Washer Plated Steel 2.1 0-Ring EPDM ASTM D2000 9.1 ELastic Stop Nut 18-8 SS 25 Bolt Plated Steel 2.2 Cap Screw Plated Steel 10 Spring A313 Type 631 SS 26 Gasket EPDM ASTM D2000 2.3 Hex Nut Plated Steel 10.2 Spring Shim Acetal Resin 35 0-Ring EPDM ASTM D2000 3 Seat Ring B584 Alloy C83600 11 Spring Guide B130 Alloy C22000 35.1 Back-Up Ring Acetal Resin 3.1 Gasket EPDM ASTM D2000 12 Upr Spring Retnr B584 Alloy C83600 36 Cover B584 Alloy C83600 4 Arm B584 Alloy C83600 12.1 Bushing-Spr.Stem Acetal Resin 40 Ball Valve B584 Alloy C84400 4.1 Bushing-Swing Pin Acetal Resin 13 Pivot Bearing B585 Alloy C83600 41 Nipple Brass 4.2 Swing Pin 304 SS 14 Flange Gasket Rubber/Fabric 41.1 Nipple Brass 5 Retaining Clip 302 SS 15 Bearing Socket Acetal Resin 41.2 Nipple Brass 5.1 Retaining Clip 302 SS 16 Hex Jam Nut 18-8 SS 42 Gate Valve(OS&Y) AWWA C509 6 Check Disk Assy EPDM Coated GR,45 17 Washer 302 SS 60 Name Plate B36 Alloy C26000 Ductile Iron with type 18 Flange Nut Plated Steel 62 Drive Screws SS 304 SS stem 18.1 Flange Nut Plated Steel 7 Load Pin 304 SS 19 Cover A36 Steel Epoxy Coated P.O.Box 8070•Fresno,CA 93747-8070 au CMB Industries, Inc. Fax: 559 453-9030 • www.cmb-ind.com ISO 9001 Certified A United Dominion Company SS856 10/99 .. ,.... , ., . r. . " . Resilient-Seated Gate Valve CATALOG RSGV-87 Nf %6.■ r ■ r- !_ ilV- W.,. fig' , -, • a o # R ' -y s. b^ .,ss�i 4 y.. ti 7,.:4! if,,,,, ,,,..7-,:::_ �"j E �x r in"lit ,,,,R,'-:..k'_ e a�. ` e , - � 5 r;9x ,' y,; , +'�, YS ar,� *�,L � " 1 o �i -t� .ry Y'y S Y K ac 5 Ols �, s 'e ..3 r "Z - . im s�s�* 'A�a^ ;,r � _I'I"r 344_ e i�V ..1 * 5u x ITT KENNEDY VALVE Features 2 _ ., ,. ,,,,q -,..-„' Rustproof Steel , ` Stainless Steel t Hex Nut Hex Head Bolt f Cast Iron . Hub Nut . . . , Synthetic Rubber i `kr- •• Upper O-Rings ; Bronze Stem Synthetic Rubber Seal 1 Stuffing Box to Cap ', Cast Iron ,,di. y- - Stuffing Box Synthetic Polymer °v �_ " Thrust Washers ;,� Provide low operating Ir. . !r torque resulting in easier _ valve operation. II §°� Rustproof Steel Synthetic Rubber - - Hex Head Bolt Lower 0-Ring .►�, /�-°._.., rRustproof Steel .. Hex Nut Composition Seal Bonnet to Body _ Bronze Stem Nut r> Provides ample stem engagement at any position. -;-0 -- ,.!. A : ' Polymer Coating.... , _ .„,..,„ '' 0 ''''- Corrosion-Resistant and suitable for use with Synthetic :',,,,e-- . potable water. Elastomer Coated §" Cast Iron Disc b Page 2 shows a cross 3 r section of how the F. Ken-Seal disc operates. Waterway St% Each valve has a full size waterway with unobstructed ,:,;_--4 ...,,,,,, flow completely free from 'l' „, ':- ,-,-'..-_:: la 1> ' =-° any possible accumulation of debris or sediment. 0 '-'-:::-.,- ' • Synthetic 0-Rings for Non-Rising Stem (NRS) valves provide an excellent seal. Packing is provided for Outside-Screw-and-Yoke (OS&Y)valves for ease of adjustment. • Valves may be repacked under line pressure when fully open. Glands are readily adjusted due to rustproof bolts. • Valve bodies are made of high strength cast iron with reinforced flanges. Mech. Jt. -ANSI 21.11 FIg. -ANSI B 16.1/125 lbs. • Testing.Proven reliable,the Ken-Seal Gate Valve has been cycle tested in excess of ten thousand times and has maintained a bubble tight seal. Test Pressure-Seat 200 psi 4 Shell 400 psi Working Pressure- 200 psi-non-shock CWP. • Available in a 300 psi CWP valve with 250 lb.flanges.(Outside Screw and Yoke only) • Available for use as a tapping valve. 3 Suggested Specifications • The Resilient-Seated Gate Each valve shall be tested from All cast iron internal surfaces of Valve shall consist of an both directions, by the the body shall be coated , encapsulated disc with manufacturer, for bubble tight, completely with a corrosion elastomer seat which,in the 200 psi differential sealing ability. resistant coating. closed position effects a seal Each valve shall also be tested upon a cast iron body resulting in the "disc up" position at 400 This Resilient-Seated Gate in a bubble tight seal across this psi resulting in a full shell test. Valve shall conform to disc at a full differential of 200 There shall be no leakage at any A.W.W.A. Standard C-509 psi. This shall be accomplished of the valve's joints latest revision. by means of a corrosion resistant or connections. threaded bronze stem, acting The internal diameter of the through a bronze stem nut,fixed All internal parts shall be water passageway shall be at into the disc in such a way as to accessible without removing the least as large as the connecting force the disc seat into the body, main body from the pipe inside diameter. effecting a seal when the stem pressure line. r., -- -- : _.., -- ;_ is torqued in the desired direction. Orderin g Information Est.Wgt.(lbs.)Less Accessories Fig.No. Description 3" 4" 6" 8" 10" 12" 1566 Flanged Ends,outside-screw&yoke,rising stem. 111 116 186 319 696 695 1561X Flanged Ends,non-rising stem. 65 102 178 236 401 561 1571X Mechanical Joint ends,non-rising stem. 65 111 173 241 430 573 1572X Flanged X Mechanical Joint ends,non-rising stem. 65 102 178 266 401 561 1573X Asbestos Cement ends,non-rising stem. 65 103 178 266 401 561 1579X Flanged X Asbestos Cement ends,non-rising stem. 65 102 178 266 401 561 2566 Flanged ends,outside screw&yoke, 109 133 219 379 N/A N/A (300 Ib.CWP 250 lb.flanges). Mechanical Joint Acessories(per side) 6 10 16 22 29 34 • All valves are furnished open left unless specified otherwise. • 1561X is furnished with handwheel unless specified otherwise. • All mechanical joint valves are furnished with accessories unless specified otherwise. • All valves furnished with 2" nut are coated with asphalt varnish (exterior) unless specified otherwise. • Flanged valves furnished with handwheel are coated with red primer (exterior) unless specified otherwise. • Extension stems and floorstands available. Indicate length of stem from centerline of valve. When ordering parts indicate the following: • Size of valve • Direction to open • End Configuration • NRS or OS&Y or figure number • Pressure rating _ • Year of Manufacture Cap, stuffing box bolts, and stuffing box design changes were made in 1986 (see page 4). N. 6 Product/Capability Listing UL/FM Products Iron Body Resilient-Seated Gate Valves Available in 175, 200, 300 psi - Iron Body Double Disc Gate Valves Iron Body Gate Valves for Indicator Posts Indicator Posts Iron Body Hose Gate Valves Iron Body Swing Check Valves Gruvlok Butterfly Valves Available in 175 and 300 psi Iron Body Butterfly Valves Fire Hydrants Detector Check Valves Wafer Check Valves AWWA Products Iron Body Resilient-Seated Gate Valves Available in 200, 300 psi Iron Body Double Disc Gate Valves Iron Body Swing Check Valves Iron Body Butterfly Valves Fire Hydrants Backflow Preventers Tapping Sleeves Tapping Valves Eccentric Plug Valves Knife Gate Valves For all your valve requirements, contact a Kennedy Distributor near you or: ITT KENNEDY VALVE 1021 E. Water Street Elmira, New York 14901 (607)734-2211 Telex 932-474 FAX: 607-734-3288 Printed in U.S-A. 6/87 8 GENERAL CONDITIONS 1. The City's standard specification for traffic control is "Manual on Uniform Traffic Control Devices For Streets and Highways", U.S. Dept. of Transportation, FHWA, 1988 Ed. y . { 2. Traffic control shall be provided for by the contractor in accordance with the City's standard specification and, also, in accordance with a City (job specific) approved 1 traffic control plan. A copy of the approved traffic control plan shall be available at the work area. . 1 . a 1 yam, 3. Public roadway shall not be closed to traffic, at any time, without having first obtained written approval from the City Engineer. The permit holder is responsible for �•S * (; l i r• provision of timely notification of traffic flow disruptions to area wide Emergency Services (Tigard Police Dept., Tualatin Fire & Rescue) and to Tri-Met and Tigard and ••1,, ; I Beaverton School District. �•�• '{. ; t 'GA 4. Advance warning of imminent traffic disruption shall be provided to the general motoring public by placement of an advance notification sign at each end of the , s` ,, t ��2.33 9a' � , ; construction area 72 hours (min.) before initiation of construction work. 1, , ♦ ♦ 4 ;,� ,,.\ \ '\ ■ 5. Access to existing properties shall be maintained at all times, including normal delivery service and mail service and if not, shall be cause for work stoppage until r,1 6L \1 t ■ effective access is established. SW BONITA RD , a ■ . ♦ o 6. Traffic control devices, flag persons, etc., shall be in place prior to initiation of construction work and shall be effectively maintained. < s !Or t 7. No work will be permitted during the hours of darkness, nor between 9: p.m. to 7:00 am., Monday through Friday nor between 9: %�� �p . ■ P 9 P• Y g y p.m. to 8: a.m. Saturday, nor • \ t, between 9:00 p.m. to 9:00 am. Sunday. �i i t 2 t h co�.:, \ •• \ 8. Minimum travel lane width shall be twelve (12) feet; pedestrian travel shall also be provided for. aQ 1 to\\\ 4.„114\ ■ 9. The City reserves the right to add to or modify traffic control requirements as may be necessary to effectively control traffic and to assure public safety. 4 3 X sr t \ \,\ \ ■ % � • • cn = i r• c,,-,, i ., so 10. Before initiating any construction activity, the permit holder shall contact the City's private Development Review Engineer, (#639-4171) to establish a place, time, and 3 , `;t` i _ date for a pre-construction meeting. rn --) t i li \\ '., �; t 11. The permit holder or his contractor shall notify the City's Inspector at 639-4171 twenty-four (24) hours prior to commencing work, twenty-four (24) hours prior to ASHFORD 3 at any staged inspection (see attached listing) and after completing work covered by the permit. N 4 Al 3 R u)111 i \ I I NI /' 12. A copy of the permit and all attachments, and a copy of the approved construction plan and all amendments shall be available at the work area. All work shall SW :•,, T % \ { ■ conform to the permit terms, conditions and provisions and to the City approved permit plans, and approved plan amendments and to the City's standards and I, \ \ ;I Ni specifications and to these General Conditions. Changes to any of the aforesaid must be approved by the City, in advance of work performance. W 'URHAM 11111MA t� - MAP 281 1250 `.;.A.: , a{ ill 13. Maintenance of the work area and approach roads is the responsibility of the permit holder. The work area and approach roads shall be maintained in a clean �t ■ \ / ‘1 ;,� r��_ •I _ _ ;{ r condition, free from obstructions and hazards. A copy of the permit holders Certificate of Insurance shall be available at the work area t,(1 f al 14. The spreading of mud or debris or storage of materials or equipment of any kind upon any public roadway is strictly prohibited and violation shall be cause for _ �1 ,-f, , : immediate cancellation of the permit. The City may at any time order immediate clean up and stoppage of work to accomplish clean up. '•''"4• '' ;"4i. - , .. r 15. Effective erosion control is required. Erosion control devices must be installed and maintained meeting the D.E.Q. requirements. The City may at any time order VICINITY AfA,P i!`; _ RBG I� t! I '. 1 F� a corrective action and stoppage of work to accomplish effective erosion control.f i s 2 3 4 ,ir ■■x'13°`° = �,+� ° '�;�;? `; I i �'AP >A ■IN 16. Property disturbed by construction activity shall be seeded with a standard grass mix; shrubs, flowers, bark dust, existing signs, pavement markings, mailboxes, etc. N.T.S. • 0/ --, 0" "� •, r ,,,,�.�r �,,; p t� r { { ■■ shall be reestablished, reinstalled or replaced, with like kind and material. •-i.d �Mls 4;' .-, jinn a,n� .-rr a,; R & 430. R/W ice w.= `` „'..„ '-�1,�}{;t In�� 'tl t;�Ilt,t;i ,tt1-i:i 'w .y.. i ■ A + +�'� �Z 17. Effective drainage control is required. Drainage shall be controlled within the work site and shall be so routed that adjacent private property public property and the J.r - fool 1 �"`' °"'' ■ receiving system is not adversely impacted. The City may at any time order corrective action and stoppage of work to accomplish effective drainage control. LOCATION FF-1aaa 1 NI t i iii ! {ii 18. Excavator(s) must comply with 0.R.S.757.541 through 757.571; excavator(s) shall notify all utility companies for line locations 72 hours (mm.) prior to start of work. `- L__ i ■ Damage to utilities shall be corrected at the permit holders expense. A PARCEL ON THE WEST SiDE OF SW. 74th AVE. AND i� g 6 ` { ■ ON THE NORTH SIDE OF BALL CREEK• i9 Contractor must verify all existing utilities for both vertical elevation and horizontal location prior to start of work (pothole before digging if necessary). Should }s�,. .�� �,. a conflicts arise and redesign or relocation of facilities be necessary, it shall be done at the permit holders expense. Changes must be approved by the City in advance of {i l; ■ work performance. Contractor shall coordinate the work with affected utility agencies. �. Z`iifi �' - 0 P Y 9 �''' ---_--- """""' �n �T_ f'a{ ! { ? i ■ 20. A temporary hard-surface patch (Cold mix AC or Hot Mix base paving) shall be placed on trenches within roadways at the end of each days work. No trench, on site GROU1ED ___._ . BENCH """� / i0'• _ # ` --_-i or off-site, shall be left at any time in an unsafe condition. The permit holder is responsible for and is liable for hazards or damage resulting from the prosecution of the ., , ii ; .___.------■ i work. =' l;{� ! III Li WASHINGTON COUNTY SURVEY CONTROL BENCH MARK # 464 -{ • a 21. Work provided for under the permit shall include repair of existing facilities (roads, ditches, etc.) as may be necessary, in the City Inspectors opinion, to overcome Pill t i ! • X deterioration or damage which occurred in conjunction with the work authorized by the permit. Corrective work shall be done at the permit holders' expense. BRASS DISC SET IN CONCRETE SIDEWALK AT THE NORTHWEST "' - �" -" �'" A 1 r 1 a i x CORNER OF BRIDGE ON BONITA ROAD OVER I-5. "ice 22. One as-built mylar drawing showing all new public improvements, including any revision made to the previously approved construction plans and also, any improvement �' ,`� P Y PP P Y P 1 ` i 1 i / 4V\ which may impact an existing public system or facility. shall be provided to the City by a registered civil engineer along with an engineers certification of installation 1 FOOT EAST OF THE WEST END OF THE BRIDGE, 1-1/2FOOT I I 1 A` compliance (form attached). 1 s; ,, ,/^� ®� NORTH OF THE NORTH CURB. l4 F ■ IV ;` ) 8 23. A sewer system air-test and (V.H.S.) TV test report and one set of blue line "AsBuilts" (of either or both the storm and sanitary sewer systems) may be required by ELEVATION = 198.837 °4)** i it 1 al ��. �'V`� the City for review and approval prior to connection of any buildings to the sewer system. i' j4j •■ ThilinV 24. The permit holders Engineer/Inspector shall submit daily inspection reports, on a weekly basis, to the City's Inspector. (see Developer - Engineer Agreement Note IN li i� i Al 25. The City's Inspectors may, at their discretion, require provision of tests and or reports from the permit holder, permit holders engineer or contractor to validate claims MARK I!! i 1 • of material or construction adequacy/compliance. Such tests/reports shall be provided at the permit holders' expense. TEMPORARY BENCH y P P P f � 4 • 0,p o ,., e { { j ; a �+ ' 26. The permit holder shall provide a copy of a properly executed Release and Waiver document to the City for each ownership disturbed by construction activity, as A RAiL ROAD SPIKE SET IN A ROAD AT THE NORTH EAST CORNER F<A o �� II i ■ r = 40' evidence of disturbance resolution and owner satisfaction. 0,F ti i ; OF THE NORTH PROPERTY CORNER. APPROXIMATELY 12.0 FEET. ■ 27. Existing monuments, property corners, and survey markers shall be protected. Replacement shall be at the permit holders' expense. no o� ELEVATION = 137.15 I ¶0? hi i is 28. The Engineer shall notify the Washington County Surveyor when the initial and final lift of asphalt has been placed. 29. The permit holder shall provide to the City inspector, in writing, the names and 24 hour emergency telephone number of two (2) persons who have authority to resolve H OR 1'EL BUILDING problems, take corrective action and, in general, will be responsible in case of any emergency. The permit holder shall notify the City inspector, in writing, of any/all OWNER assignment changes..■I T 30. The permit holder shall cause his contractor to provide to the City Inspector, in writing, the name and 24 hour emergency telephone number of a designated "Competent Person" responsible for construction safety as per OR-OSHA, Chap. 437, Div. 3 Construction, Sub-division P - Excavations. The contractor shall notify the City H ORN EL LLC 1iE'6IE'.hT11 Inspector of any/all assignment changes. , P.O. BOX 159 31. It is the sole responsibility of the permit holder to provide for proper right-of-entry and/or easements prior to starting work. Proof of right-of-entry or properly X SD ❑ EXISTING CATCH BASIN & STORM SEWER executed easements, shall be provided to the City. The City shall in no way be construed to be liable for the permit holders failure to obtain or provide for proof of AURORA, OR 97002 PROPOSED CATCH BASIN & STORM SEWER right-of-entry or easements. PHONE: INDEX OF DRilifINGS =i1==ammo=u0 (503) 651 "-1 875 . of the final . m -acceptance video inspection fi of alt new sewer lines. The PROPOSED CURB INLET & STORM SEWER pe32rmit Before holder placement shall provide the City lift with of 30 asphalt days of the notice perit for holder the video shall inspection. Any have the fi deciencies City complete shall be a repaired pre before placement of nal lift. -_.. -x w...-.. - EXISTING WATER UNE WATER CONSTRUCTION NOTES 1. An estimated 12 percent of the water system cost must be on deposit prior to beginning construction on water lines, and to receive a TPW (City of Tigard Public PROJECT .11A. WING II'I7'II'L ? PROPOSED WATER UNE Works, Water Division) stamped approval on construction plans. -4- EXISTING WATER VALVE 2. The contractor shall maintain one set of TPW stamped approved plans on the construction site at all times. 14775 SW 1 74TH AVE. -e- PROPOSED GATE VALVE 3. Curbs must be in place prior to installation of water mains within new subdivisions. - _ - ---4-- EXISTING REDUCER TIGARDI OR 97224 i COVER SHEET 4. Notify TPW, Water Division, 48 hours prior to commencing construction to schedule a pre-construction meeting. Telephone 639-4171. PROPOSED REDUCER PROPOSED BLOWOFF 5. All work shall be in accordance with AWWA (American Water Works Association) standards. 40 2 GRADING AND EROSION CONTROL PLAN S PROPOSED SEWER LINE 6. All work will be inspected and approved by TPW, Water Division. PROPERTY fl ,'5JjJ3J'JJJ*f 7. All pipe and fittings shall be ductile iron, cement-lined, of new manufacture and made in the USA. Pipe shall be "Tyton" Joint Ductile Iron, Class 52. All fittings shall X SS EXISTING SEWER UNE be MJ (mechanical joint) unless otherwise specified. 3 PRIVATE COMPOSITE UTILITY & WATER QUALITY PLAN X SD O EXISTING MANHOLE & STORM SEWER T RECRVco AX MAP 2S12AC; 8. Cover for all water mains in street and rights-of-way shall be 36". Backfill shall be 3/4"-0" gravel. TAX LOT 900 PROPOSED MANHOLE & STORM SEWER 9. All valve-operating nuts shall be within 36" of finished grade, otherwise valve operating nut extensions will be required. CITY OF 11GARD ,n 4 CONSTRUCTION DETAILS & NOTES CLEANOUT 10. Poured concrete thrust blocks of at least eight square feet of bearing surface are required at each tee, cross, and bend locations (see details for minimum bearing } I areas). WASHINGTON COUNTY, OREGORr o WATER METER $ ; E 1 11. A 4" x 4" x 8'-0", painted blue, shall be installed in front of every 2-inch water service location, and remain there until the water meter is installed. All 2-inch water 0 CURVE NO. services shall consist of a MJ x 2" IPT tee and 2" IPT x 110 compression fitting as manufactured by Mueller Company. I ---� THRUST BLOCK 12. All sanitary sewer lines within 10 feet laterally or 3 feet vertically of a water main shall be encased in a reinforced concrete jacket 6" thick for a distance of 10 feet • on both side of the crossing. Where crossings are necessary, they must be made at approximately 90 degrees with at least 18" of separation below the water line. EXISTING FIRE HYDRANT PLANNING 13. All mains with a static pressure up to 100 psi (pounds per square inch) shall be tested at 150 psi for 1 hour with a maximum loss of 5 psi. Water mains with a ` ► "'_" PROPOSED FIRE HYDRANT static pressure greater than 100 psi shall be pressure tested at 1 .5 times the static pressure for I hour with a maximum loss of 5 psi. t LAND SURVEYING "''"""�,:4Y `� the new mains and connections to existing mains shall be cleaned and flushed with CONSTRUCTION STAKING �ondrt�tll UTiUTY POLE 14. Upon satisfactory completion of testing, g potable water prior to disinfection. Y A� Flushing velocities shall be at least 2.5 feet per second. Disinfection shall be in accordance with AWWA Standard C651-92, the State Health Division and City if CII/IL ENGINEERING Fpjjow. -0 STREET SIGN requirements. The continuous feed method of disinfection shall be used. Disinfecting mixture shall be a chlorine-water solution having a free chlorine residual of 40-50 _. j \ i+!• A ,; -_ *""a"'"�"'` STREET UGHT mg/I (milligrams per liter). The disinfection mixture will be prepared by injecting a calcium/sodium hypochlorite and water solution into the pipeline at a measured rate `4 Permit , while fresh (potable) water is allowed to flow through the pipeline so that the chlorine-water solution is of the specified stren th. Treated chlorinated water shall be -'°� I �. Add ,.Number -- 0 ! e retained in the pipeline long enough to destroy all nonsporeform ing bacteria. Typical retention period is 24 hours: At the end of the 24-hour period, the pipeline is to �r�H T By. 4 .. . ..4.,; have a free chlorine residual of a least 10 mg/I. After satisfactory chlorination, flush the water from the line until the water throughout the pipeline is equal chemically IP\P■digrie 41# • ._ and bacteriologically to the permanent source of supply. ♦ nc • Dispose of the disinfection water in an approved manner. Do not allow disinfection water to flow into a waterway without adequate dilution or other satisfactory methods ABBREVIATIONS of reducing chlorine residuals to a safe level as mandated by DEQ. After disposal and flushing of the disinfection solution, there will be another 24-hour retention period .� fir► prior to bacteriological testing. Bacteriological tests will be taken by TPW. °�' ,� . OF FicE C 15. Provide an Eclipse No. 88 Sampling Station manufactured by Kupferte Foundry, St. Louis, MO 63102. The sampling station shall be 2:-O" bury, with a FIPT(Female `-'� %"Iron Pipe Thread) inlet, and a 3/411 unthreaded hose nozzle. All sampling stations shall be enclosed in a lockable, non-removable, aluminum-cast housing. When opened, the sampling station shall require no key for operation, and the water will flow in an all-brass waterway. All working parts will be of brass and be removable from above 8835 SW Canyon LIr'1. Suite 402 (503 291--9398 . c = CENTERUNE LF = UNEAR FOOT ground with no digging. A copper vent tube (standard) will enable the sampling station to be pumped free of standing water to prevent freezing, and to minimize bacteria Portland, OR 97225 (Fax) 291-1613 growth. The exterior piping will be brass, and a 1/4" ball valve shall be provided in place of the 1/4" pet cock on the vent pipe. EL. = ELEVATION LT. = LEFT 16. TPW will install all copper services and sampling stations prior to surfacing of streets. Water meters will be installed by TPW upon individual request and payment by ni� EP = EDGE PAVEMENT E = PROPERTY others (owners). All water meters connected to an irrigation system must have the proper Oregon State approved backflow prevention device, minimum of a DCVA (Double c_t,E„V PROFE Check Valve Assembly) installed on the property side of the water meter. in addition, every meter for commercial, multi-family, industrial, and institutional service, ,OCrtNZ, `'U' JOB NO.: EXIST. = EXISTING PUE = PUBLIC UTILITY EASEMENT regardless of size, shall have the proper Oregon State approved backflow prevention device minimum of a DCVA installed on the property side of the meter. The backflow . • prevention device shall be installed and tested by the owner, with the results forwarded to TPW Water Division, before water services can begin. �. �55,000PE . 4-85.1 FL = FLOW UNE ROW = RIGHT OF WAY 17. Upon completion of installation of the water system, the contractor or owner shall advise TPW of the total construction costs to which will be added 10% for TPW ,or, FG = FINISH GRADE RT. = RIGHT inspections, water loss, overhead, administration, sampling, etc. and 2% for engineering review, including "as-builts" drawings, updating master map, intersection maps, etc. OREGON DRAWING NO. GU = GUTTER ST. = STREET OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED GL '44 i 4, ZQ0 •� 1 !E = INVERT ELEVATION STA. = STATION /�j/ �`y� (SEE STET 4 FOR ROADS, SANITARY , STORM DRAINAGE, Sc GRADING PLAN NOTE) • N G Ex !Z/a//a( OF 4 WATER QUALITY SWALE CONSTRUCTION SCHEDULE INITIAL STEPS r�''�. 4,�� o�"o��j 1. INSTALL BIOFILTER BAG SEDIMENT BARRIER PER T.G.H. FIG. 3-3D ® 25 INT. �,�,2. SIDE SLOPES ARE TO BE CONSTRUCTED AS PER CROSS SECTIONS. A BIOFILTER '� `` 141 - s "' ► 6'4 ,�z �, - FRONT INLET. WATER QUALITY INFORIV�ATION , t w ,...-= , > ,,, w NO BAG SEDIMENT BARRIER IS TO BE INSTALL PER T.G.H. FIG. 3 7D IN FRON OF I L Y HAND AND RAKE SURFACE OF SWALE 2 4,0'N \4 3. REMOVE EXCESS SEDIMENT B = A,E EXISTING IMPERVIOUS AREA - 1184 ft 4" '�t, .�'SMOOTH AND SEED WITH DESIGN PLANT MIX. �t"" PROPOSED BUILDING AREA = 3840 ft 2 PR Q ./' 4. IN AREAS WHERE SOILS ALREADY CONTAIN HIGH CONCENTRATIONS OF PROPOSED PARKING, DRIVEWAY & SIDEWALK AREA = 7587 ft2 ��" AVAILABLE PHOSPHORUS, FERTILIZERS CONTAINING LITTLE OR NO (4) �� GRAPHIC SCALE Z °rn o APPROPRIATE TO LIMIT PHOSPHORUS RUNOFF. TOTAL PROPOSED IMPERVIOUS AREA REQUIRED TO BE TREATED = 10,243 ft2 n PHOSPHORUS MAY BE MORE Cj �" APPLYING FERTILIZER IN SMALLER AMOUNTS ON TWO OR THREE OCCASIONS, q 20 0 '° 20 40 80 T. 4 � �J-. RATHER THAN A SINGLE LARGE DOSE, MAY HELP LIMIT NUTRIENT EXPORT. PER USA STANDARD WATER QUALITY FACILITY DESIGN J WATER QUALITY VOLUME = (0.36 in) x (10,243 ft2) = 307 ft 3 ``� t IN �� � � ••,�"� 5. WHEN PLANTINGS ARE SECURE, REMOVE BIOFILTER BAGS. 3 3 i� � ]. inch = 20 ft. U Z WATER QUALITY FLOW = (307 ft ) / (4 hours) = 0.02 ft /sec N Q ,,,,. ', \'' --I ...-- I--- \\\ \ t 1 \ ■ O Q R, T.L. 800 ,s.aa' _al EXISTING POWER POLE • �� ` #� 'f `� MAP 2S1 12BD ' � t } , s �� `_ . �'R % - ' PROPOSED CONCRETE s OW � h WHEEL STOPS TYP •;_, ; �`'_ ..r WITH STREET LIGHT i'161!' � '� SOUTH & WEST NORTH & EAST ''!� �,,i, glEWA EXISTING CB CLK " PT 9 •62' SNG375 PROPOSED 4 WET T�EXPOSURE DEDUOUS CONIFERS WITH 4 GATE VALVE/ :. ' _ s F-- + i ' +� \\\ _._ -_.... _ ..... _._.... .... ...._. STA 10+05.05 END CURB J 'r PROPOSED 4.0 WIDE ! "'� & SIDEWALK BEGIN; CURB & �"'/, 1 PROPOSED 4 DOUIBLE CHECK i I GUTTER & SIDEWALK CONCRETE SIDEWALK t 111 DETECTOR VALVE ASS MBLY ` '` '�l� _ VISUAL CLEARANCE AREAS W 48'-y `;�► �. �. ' J ; : j .. �-- VIP Mt4t!ft-' i l i "�4-411', M MEXISTING POWER POLE ' '.:;•` 11� •..,` -,-.--:. --__,.1 PROPOSED 2 WA • .-*R � � r WITH STREET LIGHT• all 1..Li -_ ,,,� FF=138.5 I 1 `=. . .t _ 1 , .. W I o : .. _ { y :;,: i EXISTING SSMH �_ Q s -O ' t..; '�.. __ RIM 137.02' c' Q a t '^ 48' "PR OSED SS EXTR �Eb; �'.' :' �` IE {8" IN-S} = 132.22 z GROUND / ! 0 2 • 1 1 s -r n C C-900 ® 1.0% - 30 20 i IE (8" OUT-N) = 132.12 0 i :, COVER �L I ' " _ - f:.'• RAW R W ce (� O N ,: PROPOSE 2 WATER M TER ..'I 1 s LiJ �... ,//+ SHRUBS �� �. °� FOYER .� & DOUBLE CH SEMBL .• .• ! _ EXISTING SLOPED CB a- ' io CLEAN .30 8' WIDE - •. ill 1 \I --"*;,--. "" �� 17 PAVEMENT RIM = 135.41 `.;- 1� � --- -- � � '� •'• SS C � of _-- _ ---- .../'� ) , s E _ _ X' r - OUT ACCE -4RIVEWAY ~ ( IE (10"-S) = 133.40 a ' .rte' I - - I' STA 10+58.46 END CURB & CO 111Mi --.. = ' - 1 INSTALL CB10--30HB6 �, 1 r•4147-11:1:P\':-:-‘31:---- " GRATEMASTER CATCH BASIN L =` __.► p . ' r �M - _ , ,:: R & SIDEWALK�' � � 1 - - - - RIM = 134.70 s t BEGIN AC TAPER 1 J -138.5 _ \ DED R 11th/11'�11i1M1l�/li�iil�1��111�111i'' , •~. FF- , ` `'. 1 - -- - - .. VISUAL CLEA ANCE AREAS.- - / I L f1 , CURB I ... INSTALL WHITE FOG LINE & �' � �,,, t X • ; �� f' ,� !.� � _t � � O � t '. •� i OM3R � TAPER 'TRANSITION 1' TOP SOIL t / 1 i td RIVER ROCK X /7,f.',{ I ' ,,t REMOVE EX. AC I i %it R 2"-3" RIVER RUN 1.1 .a ��. .- • . ..... :. IE OUT = 133�50 ' :"" 1,• * 'oaoo°aoa tEV..• ;SWALE'•`END;=,.1.3: .00 : - ' .. ... 1...r.„2-0,•, io o m �' v,• I )G, . - 414, , t. y 135.07' s WATER QUALITY SWALE FACILITY LANDSCAPING o x1 o x2.5 / CLASS 200 -[4' CTO ,;r a 11 co' ' GROUTED RIPRAF ...!_. ,0 ''.� EXISTING CONC. HEADWALL _ / j 1p` � i y - _ _. E 2 CM = 127.88 . C� {7 P) SY1lBOL 01/AN771Y SWALE BOTTOM PLAN77NG RATE' 1 EXISTING oNC. HEAD L , a { NG G WAL `� W'� �:� TOP OF,WALL.,= 135.09 t- 100 SMALL FRUITED BULL RUSH CO 1'-2' OC PLUGS { _ / / 1E (72 -CONC.) 126.69.. . ... , . /, I MI 1 - ♦ > > t 134.68' O O ♦ 100 SLOUGH SEDGE © 1'-2' OC PLUGS 5-6 PLUGS / SQ. FT. _ v . ' 20' 20' i 11 am 1 Z Z U 100 SPREADING RUSH 0 1 -2 OC PLUGS ....� ,..,, _ ,_, _„_ _ _,, ._ _ y i r W z • _ a <(\_ 4 -r- It BASE TO /D SLOPE STA 11+56.11 RT. 8.32' Z g ��5. , , END AC TAPER Z •32 300 SLOUGH SEDGE 0 1 -2 ODC PLUGS EXISTING SSMH • 1!I ::° C� 3'-4' OC 1 GALLON g 13422 �""�' ' PACIFIC NINEBARK C 9 OC 8 oc ;a.ea. o, can � -r,�y, °� ��`..�� � c C) 12 OREGON ASH C� 6' OC 6'-8' • �' o5 : ABOVE H/OH /ZOO/L/NE t4.J V•...: It`NI...,/,44r, 0 6 45 SALAL © 3'-4' OC 1 GALLON W k..''� PLAN VIEW • Q 30 OREGON GRAPE COD 3'-6' OC 1 GALLON 20' 20' 0 30 RED FLOWERING CURRANT 0 6' OC 1 GALLON 10 BITTER CHERRY CO 6'-10' OC 6'-8' A \ / + i Q \ ' I I -� �-� �� �� MATCH EXISTING �__ , f 4x4 NVIDE ` .-•; 7 \. j '-i I `� \ GRADE SIDEWALK in � iii . _ \ / \ CO cV WAREHOUSE\OFFICE O I ' ' O e-- ,\ t i \ .w. . * . .. . W. . . . .y,. . . . . * .*. N. , � •1 W• w y . �' �,�;j SECTION VIEW (..21 .�'� �}*��� ,■�,. .�,.-• ;�, ---'''... ��"` � • � ♦ �.\ ����� 2S 1.0' FREE BOARD 74' .O� J ��n L)0 j j +� , /rte*1QC*talliNIMIgabil6611116116141/41044131=0/110561 .. 4,19F1131,1141.111".'... * *41* "**All: liViSilif + o . # L�/ IP c 4 OUT J _AIL 1 .4� ,.. Q 1 f HIGH WALL t # W Q �, o Q � a Q '' , =:__. •u c,Pa + DESIGN BY OTHERS WATER QUALITY �. Z m W oz `.,, ' ►� as Q10 v 2.5' 2.0' 2.0' 2.0' SWALE ���*l�.i���t:„ 0 (*:). act 0 0 • 00., ,r,"., •\ a> :..: 0 Q'O X ____ CLASS 100 _. SWALE X-SECTION RIP RAP U_ Q = <0- Li. PRIVATE WATER QUALITY \ �- -`-- N.T.S. , liVillr:-` --- J� STILLING BASIN DETAIL _____-___-____ ____ N.T.S. PRIVATE WATER QUALITY SWALE DETAIL `4,' iri • N.T.S. 6 i 94)- I 0 i(I W Z G NOTES - GRADING PLAN P _. �- -� -. *A"�"'T 1. This grading permit is not #o be construed os final approval of site grading, embankment or structural fill work; it merely provides for initiation of work and is subject t�G �, ��' 04 1 w �iia ui►Taw. �^,.�,8 to change pending City approval of the entire construction-development plan set. J'_/„ ,' � W...-------) \it /8'II _ - A',a■NA ii1::C1::,�I►Ili�+ito■IIr mac}. II CURB JOINT SEE MOTE 5 NOW o an w, �, �``• 3. P (� � ) 2. Spreading of mud or debris upon any public road is prohibited. The City may order stoppage of work to effect corrective action, at any time. voloolir DRIVE CENTER of RUBBER �� sLEE AFTTxt SLEEVE IS PLACED } % ''I' IN HOLE. 3. Effective erosion control, dust control, and drainage control is required at all times. The City may order stoppage of work to effect corrective action, at any time. •� .. .:�..:.K,._.;.,:,11w._ .• . ::11 -- --- m WATER METER "-'1-= = - 'i=it- 3 i 1 I I 1 A PLAN 4. Embankments or structural fills for roadway construction or fills to be constructed on buildable lots shall be constructed from excavated materials acceptable to the 2'OF 3/4•-a,•BA,�eoac ii i ii s • soils engineer and shall be brought to grade in lifts not to exceed 8" loose measure. Each lift shall be compacted to 90 percent of maximum density as obtained by 0 2. STNNLESS STEET. BAMND (8/16 SERIES 300) AASTHO T-180 compaction test. ct COMPACTED 5L@GRADE 0 it DOUBLE CHECK C SECURES UPPER HALF OF RUBBER :SLEEVE TO THE �✓ C7 1 UNDaI EACH S�� VALVE ASSEMBLY PVC HUB. Q� 0 B i E 5. Structural fills shall comply with Appendix Chapter 33 of the Uniform Building Code. Construction on existing slopes greater than 5:1 shall be achieved by benching into SIDEWALK ADJACENT TO CURB / the existing bank a minimum of ten feet. If the bench exposes sand soil an under drain must be provided. The under drain, if required, will be constructed by installing .J P q Y 9 Q H fi . ,` �� ;►�y- i.:t non-woven filter fabric, equivalent to Exxon CV 12500, along the bottom of the starting bench, then placing a six inch layer of I 1/4" - 3/4" drain rock, and finally ,� i. (lrs'� N VI,V, �iN)i�, covering the drain rock with the non-woven filter fabric. Successive benches will be constructed with vertical fill between two to five feet and be compacted in layers not (� W Tim. Row 1 '� ES �� %l% ti�V kp Ur - 24' 1. COMPLETE RUBBER 9.EEVE (AS n! G-443) to exceed 8 inches. Each 8-inch P ye al We? _0al _� �%. ♦ nch toyer shall be compacted to a minimum of 90 percent AASHTO T-180 density. The fill slopes shall not exceed 2:1 at finish grade. No 0 ea'•" t NCUDES A MOLDED SEGMENT THAT HIOLDS rock or similar material exceeding a 12-inch diameter shall be •" r i!t lt��t'- / •,ri. .a ,^,. .-. IN IN t�LACE. W V ♦se �� _ �;�•��' „ ���� 9 allowed in the structural fill. RoAO y. w .-a' '.' ors {� 1V ■+ �\ r•'•.• t• V -NI iii, .� z i= i=N.ri ti- rr=.Ir 11.11= WATER METER ...' ,...-_ ...-��: . =11 li=~tt n=ir �t--►r-- W.Ib ' ,.*I•:'rf.i�;c�*•i.- ,,,,f•,�.. 6. The geotechnical engineer for structural fill shall be notified 24 hours in advance, by the contractor, of starting bench work to determine the need for an under drain N 0 • � . =:>:> = , s;t . /:..,!.•r•••1/4741.�..1 layer and to verify existing conditions. 2�OF'3�4"-C*BASEROCK co.,,,ii,-. M c'- ..* ,!*•:�?,;f • r'ar um 171111_ W �6• YN 6• MN CRUSHED ROCK BASE i 7. The City shall be provided with a copy of the geotechnical engineer's report/recommendation changes. Z SIDEWALK AWAY FROM CURB ELEVATION ...... 2 8. If springs or ground water are encountered during construction, the contractor shall notify the soils and civil engineers of the conditions found and coordinate his Z tl} _ :°1:IcRETE activities in a manner that will allow the engineers time to review the situation and prepare a plan to properly mitigate the water encountered.SHALL.BE 3000 P.S.L AFTER 28 DAIS. 6 SACK MDC, SLUP RANGE .%+.e,, '!% z,,,w BOX SPECIFICATIONS 9. The contractor shall have the soils engineer take compaction tests. A minimum of three tests will be required for each 2 feet of fill. = S-s• or 1-1/2" TO - 9� P q 7.y�.• "- .�.��.. r ; , DEVIL SIZE BOX TYPE 2, P TO 6E 5 FEET LONQ ���`� � �j�j me 3/4' - 1• BROOKS 41419 SERIES OR EQUAL 10. Excavator must comply with ORS 757.541 through 757.571 (Utility pre-notification, etc.). .,i.��.t� .,i.�ti���' P Y 9 { y p i1 1 I/2' - 2' CARSON 1730D PIM OR EQUAL 3. EXPANSION JOINTS TO AT SIDES OF DRIVEWAY APPROACHES, riIDo ANIMATION �� miff VAULTS` WHEELCHAIR #AT SPACING NOT TO EXCEED 45 FEET. ST gnat As NOTIMMO- 4. FOR SDEWALx ADJACENT TO THE AND POURED AT THE SAME TIME AS THE INSTALLATION sHNDWM Is ONLY A T71oN. ROADS CURB„ THE JOINT BETMEEN THEY SHAD-RE A TROMEL D JOINT wrol A MN. 1/2" RADIUS L DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. NOTE ALL INSERTA-TEE HOLES SHALL 8E MACIENE DRILLED. 1. Material in soft spots within the roadway shall be removed to the depth required to provide firm foundation and shall be thoroughly compacted to a relative density of 5. SDEwALK SHAD.HAVE A HMNIYIMN 1HICHONF S OF 6 INCHES F MOUHNTABLE �' 2' BRASS,ISFTABELOY�,C II�LSTAIIA PLUGS BE INSTALLED IN TEST 95% of T-99. 4" rock is the maximum allowable size. J CURB IS USED OR HERSE SIDEWALK HAV�E Ai INKINESS 4 INCHES. t. SURFACING OF PAVED AREAS SHALL COMPLY WITH S'IREEf CUT STAM�ARD DRAMIIMIG 2. JOINTS TO BE TACK AND SIDED. ~" 3 SAWCIT SHALL BE TACK COATED WITH BITUMNUS ASPHALT EMULSION. 2. Wet weather construction and other unforeseen conditions may require that geotextile be placed on the subgrade. in this event, the contractor is to consult with the 'Q 6. DRAIN BLOCK 14 CURBS SHALL BE EXTENDED TO BACK OF SDEWALK MATHI 3"DIAMETER a DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, ABS SOH. 40 AT 26 SLOPE. CONTRAC'nON JOINT TO BE PLACED OVER PIPE f�OBt tau FOR TESTING AND REPAIR ARE THE MAJOR a�ISIDERATIOMIS engineer and work to the written recommendations of the engineer. Lai - I N SERTA-TEE 04,34•11.01iirkKierage 3. The contractor shall notify City inspector for inspections: (1) when the subgrade is complete, (2) 24 hours prior to placement of rock base material and (3) 24 hours 0 (f} ?MOM EA "'""°"` prior to final paving for an inspection of the work. W nrws ink No SCALE NO SCALE ND SCALE SI�1' "y P P 9 P ACUSON P.°`D"u '►ou"'i P.""'°""s -- 'ro"m"P.°u°u►s DOUBLE CHECK cwr, �+o A osictext ottwrastrr CONCRETE DWG.Na coy moms TRENCH awQ ,, O,,,,�., _ DRAWING NQ 140 atv 111101111111 MANCH 19111 SIDEWALK •`�- _ RACKET.. /'+� •`�-=l °*:« ,s,� ASSEMBLY 53� 4. the roadway must be proof-rolled under inspection of the engineer and City inspector when the subgrade is complete and when the top rock is installed prior to paving. d 0 .LL A 120 QQ .a. »►.", H arY OF IMMO ►Ar my OF r NAP OM V V CrtY aloa grim&arc alraN '" NM&eras aloft. 5. The asphalt concrete pavement shall be provided from a mix formula as specified by O.S.H.D. Specification section 403.11 for class "B", or "Cu, asphalt as specified. The C..) contractor is to provide the engineer with certificate of compliance from the asphalt pavement plant unless otherwise indicated. D ckl OUTSIDE OF WITHIN i PAVEMEMtf PAVEMENT IX SANITARY SEWERS ,„4-- t!1 F W 3- IA SCH 40 ABS W/ IA' ( 1. All sanitary sewers are to be 3034 PVC, SDR 35, or C-900, as indicated on the plans, and shall be thoroughly clean to performing any mandrelling, air testing, vacuum Z m PIPE w/� P 9 Y P 9 Y 9. 9• Z Z t" 6" testing, or video recording in accordance with City of Tigard & USA Standard specification. Any other material must be approved by the engineer & City of Tigard prior to Q 0 1* BATTER 18• CAST IRON 910 NIOI( ir ROAD t" �•1.. R i - PROVIDE 24• BY r 'i' placing on site. o . 4• THICK CONCRETE M� 1 =- 12• PAD (SEE NOTE 4 2. All sanitary sewer laterals are to be 6" C-900 with minimum slope of 1.0% and a depth of 2.5 0 the building. - ,1/1 ; HAND TAMP BACKFILL fillMik . fa-.',...4-..--•. . • ' •;`•. . ♦: 4•MAX. _ ABOUND TOP .SECTIt8+1 pli •• M KR • _•= • .. s..... •.- =` STORM DRAINAGE W BASE jc24-/' llN;ii��Ni il::;;; ;�,3 i lf i:ii;a� TO IRRIGATION i •`',/ .''" 1. All storm drain materials shall be as noted on the plans and in easements shall be gasketed. °D �' a- • rw:� 6' AsTN 3034 P -1- 2. Taps into existing line to be performed by contractor and will require purchase of tap permits. o 0 1 FOR USE ALONG MEDIANS, GUTTERS MAY 8E REDUCED WI H PRKIR Iii QNERATING tan EXTENSIOi TO RESIDENCE 3. tin envious area er U.S.A. Desi n standard, Jul 1996. Private g, g } ( } { / } ( } a APPROVA•FROM TOE OTY EINGINOER. P P 9 July (parking, drives & bldgs.) = 1.81 acres (78,765 sf sf). Public (within R W = 0.00 acres (0.00 sf sf). r+ !_ (SEE DETAIL MD. sae,' PLAN o 0 CONCRETE TO HAVE A BREAD=STRENGTH OF 3000 P.5.1. AFTER 28 DAYS. 4. All storm sewers shall be thoroughly clean prior to METER BOX DOUBLE CHECK g y p performing any mandrelling or video recording of work in accordance with City of Tigard & U.S.A. spec's. EXPANSION JOINls: A. TO#£PROW . VALVE ASSEMBLY il: ,.-',VA' 111111111111111111/4111111111 2; AT EAtHN COLD JOINT. OF THE CURB. 11I N�1 s ��� ♦��J' 11 , 4) AT EACH SDE OF DIET S1RUCTURES ! \'' '* �■�18' - 24• AT EACH END OF DRIVEWAYS. IIII 11�I ��� ♦/ 5) AT LOCATIONS NECESSARY TO LMT SPACING TO 45 FEET. I I I I B. MATERIM.TO BE PRE-MOLDED. ASPHALT IMPREGNATED, NON EXTRUDING . . . . �� �, WITH A TFMCKMESS OF 1/2 NCH. Y4*& V'(•I`�I ��W- • ••• y _ b' NI TEST •.�NTRACTN JdN'15: Y UNION EACH SIDE N"''+• 1,/�ale...• r'''.711'• A. SPACING TO BE NOT MORE THAN 15 FEET. U VALVE �1t NUT TO REST V U m B. THE DEPTH OF DIE JOINT SHALL BE AT LEAST 1 1 INCHES. ON OPERATING ASSEMBLY. 2) OPERATOR EXTENSION CRUSHED `mac »ASE ELEVATION tr cc I ' BASE ROCK 2"-0 at 3/4•-4 �COMPACTION. BASE ROOK SHAT BE TO WHEN VALVE MIT W W SUBGTRAUE OF STREET STRUCTURE OR 4"II DEPTH, WHICHEVER IS GREATER. IS DEEPER THAN 3 FEET c 24• INSTALLATION SHOWN IS OILY A SUGGESTED& a a• FRES FINISHED GRADE. ci 44A • DRAINAGE 81.00000T- DIAMETER PPE: 31 CENTER VALVE BOIL ON L DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. A. 3"ID. ABS SUCH 40 PIPE WITH COUPLING.ING. AXIS OF OPER, NUT. 1.B. DRAINAGE ACCESS THROUGH E705TING CURBS SHALL BE CORE DRIED OR CURB 4) PROVIDE 24• SQIkIRE BY 4• THICK 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST SAW CUT VERTICALLY IV EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH CF'CURB. CONCRETE PAD AROUND VALVE k---•- 24• I BELOW INSTALLATION. C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIM OF 2.C1t' BODE OUTSIDE OF PAVED AREAS 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, AND A MAXIMUM OF 3.0 FROM PROPERTY LINE'S. AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR ATIDNS UJ �J 0 CD FOR INSTALLATION. C7 = I ``Lore.ft SCALE memo.e NO ;ALE NAND i. ,q AIMS / / U Cr . .-- AOUSTM R oueu►s AGUSTIN P.AVMS MUM P.M � t71 Z Z w - A a+oum�o oePM1 IIr , ,q O+Oi+Ft]MO� * CM NOM TYPICAL GATE ,�, �'+R ,�,�„�, RRIGATION DOUBLE pw tN>t W = 44 = LI ••�iKL•�• a"SWIM CURB & GUTTER UMOLtMILLM "NisaN""a ► o • a o In ' 1 ' ,wiai»u 2s `�' 'J $" ,w „i. VALVE 503 `�-�=J °" w �tw CHECK ASSEMBLY 531 re «�>a11 CITY of ilf.NM t ow ANION.MB OIDEN «o-.t aVT+uts�us� ea-sTa.q OW OF TN ArrAelq MR attttaa - EXISTING AY- aTY WATER DEPT STANDARDS PLUMBING CODE Z 5 N M m V SIDEWALK Q c w MATCH WITH # PARADE C 'THRUST BLOCK Z o N/ .w °` A RAN UME, F'- WHEN NO SIDEWALK RETAINER r t� 0' N DEVICE FLANGE COUPLING O N YN TAPTER w li VA SEE NOTE 4 2. OR 1 1/'22' jt 1MIN it i g i 5EE NOTE 3 FL o- ��METER . .�,� , � i manir MEGA FOG [ L - J!1L 5MIN 291 $�NOTE 2 NOTE 3 OQUAL a N a 1 • Et = 3 t o .I SIDEWALK �1°�,,. .. .I,:,3••- 't • LOCATION CO ■ I 11 .14 p 1 I OSHA LADDER 24 KIN .4!JSY \\I �--�-- " - - •,. pi• WITH AtMI NUM ADDER j A -"I- g l �1E1 Z'' FLG X t RESSIOBN ANGLE NSIO 1 BY UTILITY i,, = o B' 3C' MAX 6' STOP (FITS 1 1/2 • APPLICATIONS) LT CO TRACTOR TO SEAL ALL ICY MIN NJ X TAPPED PLAN IN GROUT �"' �,` � W PLAN 2• TYPE 'K• 2' TEE [3. SIN. b• MIAX. TO BAC><FILLDNG W � �"�jig �..� COPPER PIPE GROUND LINE / DA DRAIN TO YLIGHT CURB OR _.. - MAIN LINE .1 � DARtANCE STREET ,� ' , D MEGA FLG ORE• l OM VALVE r ri INLDE CHECK VALVE 2.OF AGGREGATE /2' MtPT X COMPRESSION CORD SECTION A-A (3/4'-0") COMPACTED czP TRACTOR TO INSTALL MK C::'qp !�•�:,��4 I:=i11� 6" X6. 10 GA MESH CXINCRRETE BALLAST 3 Cu Ya ice! , Ii-`I� St:REEMN SEE NOTE NO. 4 ND& WHERE FLOODING OR HIGH GROUNDWATER 30 4►:- I ••�-. �� �'R�""��' sa1� CTYPJ DRAIN TO DAYLIGHT OR NOTES: INSTALL SUMP PUMP NOTE ELEVATION cONT CITY FOR 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 P9 AFTER 28 DAYS. PUMP SPECIFICATIONS L CONTRACTOR TO INSTALL NJ X TAPPED 2' TEES AT 90' ANGLES TO METER 2. C JOINT SHALL BE TROWELED WITH A URN 1/2" RADIUS ALCM BACK OF CURB. LOCATIONS. HORIZON TAL I LEVEL 12. MIN 3. EXPANSION &CONTRACTION JOINTS SHALL BE 1/2" PREINOLDED ASPHALT IMPREGNATED 2. ALL 2' FITTINGS TO BE !FILLER LION. 24• MAX ILO MATERIAL OR EQUAL EXIEMDING FROM SUBGRADE TO FINISH GRADE. FIRE DOUBLE CHECK VALVE ASSEMBLY F BOTTOM UTILITY VAULT Q iESUM.IMMO OF DENCE CO las %i %rat. WITHOUT FTC at rt�OUAL 4. 6" X6" 10 GA MESH REQUIRED FOR C?OIN►ERCIAL DRIVEWAYS ONLY. { � s77-vA II 627-VA iii-YA J-IM. , I : _ _ . a _ 0 /CITY MOW IIPPIEHVE>t EMW. r•• ♦� rnit�Wit NO SCALE Alrlorrl,i+s NO SCALE MUM MOM* NO SCALE 0) C O A _ DEPARTMENT A0 ""R.° " STANDARD nwa NO. A, E"10"®11°°P"m'B'* MUM* 2" & 1-1/2" NO. A, OPA v �,,,,,�, DOUBLE CHECK DETECTOR cam (J ILVIL ....1 142 , - 521 �' 533 •`�`:J 'l"l`all»""' MARCH.lit DRIVEWAY .ate: MID.NINON WM maw uas WATER SERVICE tLlii VALVE ASSEMBLY WMONWM CITY OF TI6ARD wrwfret MN CfTY � VINO Lai 6L aieii L0 O 0 w 14 J m Z IX L1J O =.D <t L = a.<a. L.L. 'ems w 6 Val �" m oo 6 o d-